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HomeMy WebLinkAboutPermit D07-471 - JOURHA RESIDENCE - NEW HOUSEJOURHA RESIDENCE 4814 S 124 ST D07 -471 Parcel No.: 0179001455 Address: 4814 S 124 ST TUKW Suite No: Tenant: Name: JOURHA RESIDENCE Address: 4814 S 124 ST , TUKVVILA WA Owner: Name: JOURHA DARSHAN +MEENA Address: 25804 34TH AVE S , KENT WA 98032 Phone: Contact Person: Name: DARSHAN SINGH JOURHA Address: 25804 34 AV S , KENT WA 98032 Phone: 206 498 -1459 Cit)f 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 Contractor: Name: OWNER AFFIDAVIT - DARSHAN JOURHA Address: 25804 34 AV S , KENT WA 98032 Phone: 253 - 529 -0494 Contractor License No: DEVELOPMENT PERMIT Permit Number: D07 - 471 Issue Date: 03/03/2008 Permit Expires On: 08/30/2008 Value of Construction: $331,010.59 Fees Collected: $6,324.28 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 3243 SF SFR WITH 622 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, SANITARY SIDE SEWER, STORM DRAINAGE, WATER SERVICE (WM EXISTING), LAND ALTERING AND EROSION CONTROL. * *continued on next page ** doc: IBC-10/06 D07 -471 Printed: 03 -03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 103 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Permit Center Authorized Signature: City G./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 Y Y Y Water Main Extension: Water Meter: Y Print Name: 1\s S K)g11-4 7° u r Permit Number: D07 -471 Issue Date: 03/03/2008 Permit Expires On: 08/30/2008 Private: Public: Profit: N Non - Profit: N Private: Public: Date: %-1- 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. Signs Date: (3,-- tJ� 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. doc: IBC-10/06 007 -471 Printed: 03 -03 -2008 Parcel No.: 0179001455 Address: 4814 S 124 ST TUKW Suite No: Tenant: JOURHA 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 -471 Status: ISSUED Applied Date: 12/19/2007 Issue Date: 03/03/2008 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; 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 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 parldng 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 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. D07 -471 Printed: 03 -03 -2008 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 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 21: Adequate ground ladder access to rescue windows shall be provided. 22: Maximum grade for all projects is 15 %. 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 26: Eaves and gutters may extend only 18 inches into side yard setbacks. 27: No Protest Local Improvement District Agreement must be signed and returned to City before final Planning sign off. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 30: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 31: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 32: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 33: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 34: Any material spilled onto any street shall be cleaned up immediately. D07 -471 Printed: 03 -03 -2008 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 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 36: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 37: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 38: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 39: Prior to final Public Works permit sign -off the developer shall pay in full King County METRO SANITARY SEWER FACILITY CHARGES and submit proof of payment to Public Works. 40: If roadway pavement is being disturbed as a result of this project, applicant shall pay pavement mitigations fees to Public Works. The amount shall be determined by Public Works staff based on area of disturbed pavement and it's remaining life. doc: Cond -10106 * *continued on next page ** D07 -471 Printed: 03 -03 -2008 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. Signa Date: Print Name: C ( 6 r doc: Cond -10/06 D07 -471 Printed: 03 -03 -2008 SITE LOCATION Ll $ I I �� �� � King Co Assessor's Tax No.: 0179 D O Site Address: J � �- Kw 1 Suite Number: Tenant Name: Property Owners Name: Mailing Address: � 9, 0 L 3'1 k " 5 City CONTACT PERSON who to we contact when your permit is ready to be issued c-)1 LAectg Name: Mailing Address: 2, 542 ii ,L E -Mail Address: Company Name: • co Mailing Address: Contact Person: ,\ / CVOS Li v1 C 74 AIR l D A/ J E -Mail Address: Contractor Registration Number:1) 5e Le , k 0 S s o T Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Q: Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** 3Lc 515? v'1 `Y-1 rrtl OW 9 tS000 ` l Zw ST 1t, r c q s a, rl g Tr, 6) k New Tenant: .... Yes ❑ ..No Floor: Day Telephone: City Fax Number: State gid32 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Informationfor Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) k-e�► j olt . e l e a 3 2— City State Zip Day Telephone: Fax Number: 1-'5 Y S 9 2-- Expiration Date: () �- 0 c ARCHITECT OF RECORD - All plans must be wet stamped b Architect of Recor k City Day Telephone: Fax Number: State Zip t D g 4 g� sk l GINEER OF RECORD All plans crust be :+wet" "stamped" by Engineer of Recor Woo Aryl vj Q {e w$ . 1qc, `1 ti City ' / State Zip Day Telephone: tfq 1 i— z 0 i Fax Number: Page 1 of 6 BUILDING PERMIT.INFORMATION 14i :431367 Valuation of Project (contractor's bid price): $ b 0 . b b 0 - 0 Existing Building Valuation: $ N t5 u. Scope of Work (please provide detailed information): CAD p D Will there be new rack storage? ❑.... Yes de All Budding Areas in Square iF`oot ge Beloi addition to' sting itnrre ■ s � r \( PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: o If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ Sprinklers ❑ Automatic Fire Alarm • None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes gl No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fotms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOS — Applicable to all permits in this,)lication 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. 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 ed )tion). 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. BUILDI. OWNER OR THORIZE�D `GE�N Signatur r V' "� Date: j C` 6 7 Print Name:, � /\(\ r 4 D " Day Telephone: (5' — L{ g ` K S / Mailing Address: .Z5 5;6 t `{ t r1 9 K' r City Date Application Expires: tut lot kit Date Application Accepted: 11-1 tei 10— Q:UpplicationaTorms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh WA- l State Zip Page 6 of 6 Fixture TYPe Qty Fixture Type , .'", . :. ". 6 , Fixture Type:"" "" " " Qty , Fixture Type: _ Qty Bathtub or combination bath/shower Drinking fountai or water cooler (per he Wash fountain Gas piping outlets Bidet Food -waste inder, commerc' ' eceptor, indirect to Clothes washer, domestic Floor d n ' Dental unit, cuspidor Sho , single head trap in. Dishwasher, domestic, with independent drain La tory W: -r , oset Building sewer or trailer park sewer • water system — per drain (inside building) Water ' - a and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or : 'tion of drainage or t piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration ber: Expiration Date: Valuation of Plumbing work tractor's bid price): $ Valuation of Gas Piping work (c` - ' . ctor's bid price): $ Scope of Work (please provide detai . a information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping o e • . - ing installed and the quantity below: Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 Receipt No.: R08 -00602 Payee: DARSHAN JOURHA ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER TURN -ON FEE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3851 4,101.94 000/322.100 000/342.400 000/345.830 000/342.400 000/386.904 104.367.120 401/343.405 RECEIPT Parcel No.: 0179001455 Permit Number: D07 -471 Address: 4814 S 124 ST TUKW Status: APPROVED Suite No: Applied Date: 12/19/2007 Applicant: JOURHA RESIDENCE Issue Date: Initials: WER Payment Date: 03/03/2008 02:36 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 2,842.06 54.50 37.00 125.00 4.50 1,013.88 25.00 Total: $4,101.94 Payment Amount: $4,101.94 9309 03/03 9710 TOTAL 4101.94 doc: Receiot -06 Printed: 03 -03 -2008 Parcel No.: 0179001455 Address: 4814 S 124 ST TURW Suite No: Applicant: JOUSHA RESIDENCE Receipt No.: R07 -02813 Initials: JEM User ID: 1165 Payee: ACCOUNT ITEM LIST: Description DARSHAN S JOURHA T RIi'!'is rC'PIU.N LIST: Type Method Payment Check PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW D W e,Qt/ df ltG elopment T � 9 a t�r I . t esty Development :)escript :Jr. • 4199 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code 000/345.830 000/322.100 000/345.830 RECEIPT Amount 2,222.34 Current Pats 1,847.34 250.00 125.00 Total: $2,222.34 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $2,222.34 Payment Date: 12/19/2007 04:16 PM Balance: $2,971.56 6310 12/20 9710 TOTAL 2222.34 Steven M. Mullet, Mayor Steve Lancaster, Director D07 -471 PENDING 12/19/2007 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -. ?670 • Fax: 206- 431 -3665 doc: Receiot -06 Printed: 12 -19 -2007 COMMENTS: Type of Inspection: 1— , A.) A - ,� w �k-5_ ✓J / u --n- t) r\ 4 - - 1 ------:-1-- et - _E-73, c J ,.., (4 1T - Pt --4— 6 -1 — e/ pL. Alf' c • I, )v 1 ic J -- ( er as (Ir. AI tee /'e_A) ri) r T orh >(- L,f ,..s sow , ' Fees Me�' � CSC , p1 lit,, 7 L- r'-t. p • 1 1 Ail l.(•) fr r ) 4-,J' (' 6i∎ J :lKvvj S M r 1\ 11 Proje t 1 ( A ri tt Q,----. Type of Inspection: 1— , A.) A Address: L-) e i u s 12 L-4 -57-- Date Called: Special Instructions: 1� A i� 0 4 C 1 Date Wanted: L-1 -- al -o 5 a.m. Cl Requester: Phone No: z66,- ( -1 96_I Li c-, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION El Approved per applicable codes. El Corrections required prior to approval. Inspect � r: a �� Oo - 7 - t -I 7 D a t e : El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: � P IU F.,- i � l n ( ft---- . v l f .) S 1 V c-/ ( r b / N i'' / ..5 - k. - tl� �n, / 2 '7 s�` Date Called: , /- _7 r- s A . Date Wanted: y - 2 g - vim, a.m. Requester: SO '2_7 t Project: ---- -wt-eh, •A il /?.- . of Iection: / / A/ 1=1 / Address: yg/ / s / 2 '7 s�` Date Called: Special Instructions: Date Wanted: y - 2 g - vim, a.m. Requester: Phone No: ,z al.- q' 8 -iys INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION El Approved per applicable codes. Inspegtor: 7 -y7 / E ✓ Corrections required prior to approval. I Date/ e- O7 L-4 ❑ $60.00 REINSPECTION FEE REQJIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V�- COMMENTS: ''ff ) (n -A .S ( A pi c; U Fe ., 'el c_A - 1( 16r l . ,)/ r 4 v jI ✓ C/lif- - LUP /VP LA 0 9 - 4 ,3F_-__ � « r 0 /_ -„ -P/ P-rQ ,7 t_ h ti `� Sri Date Called: ` ,.> "J ✓ t r ^ :) r Cdr/ 1-&y- , ( lr Special Instructions: 61 ol . f A ,)/ c—A-f '9v / - r/ Date Wanted: 2 BI U -- -TL ( 'ig, ,( P / 5 .f ,)e ( i .m.. P• Requester: Phone No: 5,9 -/y} o y 5 Pro a el)//1 /2e S • Type of Inspection: 1 _ k/S' . Address: yS / s / / s 7 Date Called: Special Instructions: _ Date Wanted: 2 BI U .m.. P• Requester: Phone No: 5,9 -/y} o y 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspect (t) /j Receipt No.: 'Date: C orrections required prior to approval. Date: - -Jr n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. • 17— (206)431 -3670 Project �Cn l ✓ A A /240 S Type ofJ "o /C o e ' j ( f // %/ LLN AdLr�e� i C/ /2 (7 sr _ _ Date Called: Spe Instructions: /— Date Wanted: a.m. Requester: Phone No Z - /1v -/ -- 607 4 /7/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I lns ector: I Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: CO Type of Inspection: I Address : i y s /2 y 5 - T - 7 -5 ' c . Special Instructions: Date Wanted: y — 2 7-- 4 5 7 (2� 1- (-1 ,A e ; [3 _.;n..Sn : ',"> icJeJ' S1_,, - i p (VI Vi S x7r N ' s 1 p��-. n r 7L,' .1 t Se A- re - , "-ss P te)-: 3 1 e A A P ProjecQ ?t / h ref n S Type of Inspection: Address : i y s /2 y 5 - T - Date Called: Special Instructions: Date Wanted: y — 2 7-- 4 5 7 t 11-:-.- Requester: Phon No: e A a h / s - / Y 5 L07- y7/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION iz-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 'Inspector: Date: 27 — 7 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: nn 1 Address: 1/ce / c./ S / S Date Called: Special 1 Instructions: ( o)-4 >h3 - / a.m. Request Phone No a a G -ys6 - /ys DO7 - y7/ t INSPECTION RECORD I Retain a copy with permit PERMIT NO. INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 12- 6300 S outhcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. 1 , Date , l "1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspec Receipt No.: 'Date: nn Type of lu ection: Address: 1/ce / c./ S / S Date Called: Special 1 Instructions: ( o)-4 2 Date Wanted: a.m. Request Phone No a a G -ys6 - /ys DO7 - y7/ t INSPECTION RECORD I Retain a copy with permit PERMIT NO. INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 12- 6300 S outhcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. 1 , Date , l "1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspec Receipt No.: 'Date: COMMENTS:: / / /`PpaIr � wR/ / por �r4f - A i 4-- �i-y w. 7 //`, - tee' -.-a -- �2j, a -- P oviJ. a p 0 TP eI� /4/ ,O vv Special Instructions: 5 , /e Q /a,fr. - if 7 i.7T`v � y,,,,or? l -" A A , ' fri et in bdp- -.ao r+^ - L ( /1/ 4c Lt ce.Prrf a - -h 7 /I- cue a Y 6" 4,/. 'c F J // / �c // / / /"0 r a ae./ / to J S 0 / 1 . 4 2 / { o+�- o f -. — S � U r- c v 4, s - . - G / chic) o G;• Zr r/-4-7 r Pro X.... n Ca J mir het t� (S. Type of Inaction: I I +\) -(-:\ t \J Ad� f LtO1Li c' t 2 (4 SI Date Called: Special Instructions: Date ted; i O (- Reques(er: Phone No: a.rx, 1 1gA -- NS-9 /4. D0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. 16Corrections required prior to approval. I lnspector i ^C � ( rl $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: Pro a 6( ✓tom k, . Type of Inspection: 0 1 (X/ ''r4 tit, C AL 1 q 5 1 2-4-1 s.4- Date Called: l Special Instructions: / Date Wanted: (U r a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: f) J•6(. ` c )afiv I (Date: s „ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: D07- x,. COMMENTS: �� � Type //VCS began', Ad aS i 5 /2z/ Date Called: () IC j a p.17 ( c DJ-0 a.m. c Requester: Phone o .../nc `" �~ L R. Ji __ -e_A. I 0 D Fit �) 4 I � 1 1 Project, f �� � Type //VCS began', Ad aS i 5 /2z/ Date Called: Special Instructions: Date Wanted: /0 — /D a.m. c Requester: Phone o .../nc `" �~ /q, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Fr- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. b%'"7- Corrections required prior to approval. Inspect r: 0 J J El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: D 1,b,/e4" 1 _ 0 /1-Q f 1 bk-. il, ( WI A Q Type of Inspection )4 6 1.1 e 1 Otis'r (('.h - P iJ - z) , - Q M S-s p ,` 1 A - V0/ 61 -t v R ,�e. Date Wanted: a � Requester: Phone No: -/L-1/5-5 -� t /l U ! ( r,F,e ( i/ c .2) 1,.) 9 V-- `_ r J (7 1 ("r v N fi Proje .^^ Type of Inspection )4 6 Addr •ss: il , U S /2 ,/ 61 Date Called: Special Instructions: Date Wanted: a � Requester: Phone No: -/L-1/5-5 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #10 Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections ections required prior to approval. f Inspetot: 'Date: 16,07- E PERMIT NO. El $60.00 1 paid at 6300 Sou hc0 E it nterBl Blvd., Suite 1100. to schedule rein pection. 'Receipt No.: IDate: 1 12 1 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: 1 W AA ( A , Ai ( 6, -4-fl i\ 0I6J-P y 1 V I !� Date: , , (0 _ ©s , I 1 Q 0 7 -4r7 I INS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit 'Type of Inspection: , et M A Proj n Address: C o 21 Special Instructions: 025 -U( vn' V Date Called: Date Wanted: L a•y) cer p.m. Requester: Phone No: ? L — - ���' /f 5 q El $60.00 paid at 1 6300 Southcenter E nterBl d., Suite 1100. to schedule reinsp ction. 'Receipt No.: 'Date: Project: ,`io Prr ic-A.(E Type of 1 spe ion: I,J,7r( -T"�J Address: -41 5- il., I2�{ J(� Date Called: � °' (��. Al Special Instructions: Date Wanted: a.m. Requester: Phone No: (/ INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: I -\ L Date: I / ZS' vY $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 11 P.t-- &On Ne.a fA,,,t, ri j ej\± T1, [J fa64 7 2) i•-c J re r\- - ey1"4- t.-f'' I.. ittl C Date Called: 5 D 17 .*` p 0l , 1 � (A) PXL- ( J b-A N_PT: g- Requester: A -.e 0- •.) uk- / - Lt, r rt z . Q L\ )o f -lVA40i A( ; (--; r e 5 0K--_'-f---1 --r___ „t.,,,,o(- (1 A-( t in s n P t� . l 1 Pro 'e Type of In pe ction: Add 71 9/ 4- . 5 /2 v5i 1 Date Called: Special Instructions: Date Wanted: O , 7- 22 -d Requester: Phone No: 0 4 -8 - 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Inspecto D617- l/ -7/ Corrections required prior to approval. (Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: COMMENTS: Type of In pection: Add es 9P) g c IZ`fs . _ _ Nf L S JP s c Ali L p Date Wanted: 7 ^ a.m. Requester: Phone No: .vim -/ c /5 - 77 (..›.)4- \C r ( IA) (El �! �) t* ' t t :) r , c,1fi,A 1 ' L � : r t, ) A 1\ ) O - i ).b i/t-- ,_)( X. L--- i- - - A )4Q c'k ,)sit,, ■ tom- k X∎ i) ANA i e `_ P ty-"" s 1 -- (1,` 5 `, 5 , ,n C,f C- 'cc D )" , , 1 - Fr - 2, r`Jr ."1 ro . A Projec Type of In pection: Add es 9P) g c IZ`fs Date Called: Special Instructions: Date Wanted: 7 ^ a.m. Requester: Phone No: .vim -/ c /5 INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 1 lnspect9t El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: orrections required prior to approval. I Date: D7-q COMMENTS: __� — . — n U 1 fL _A- ,..._ Km--r Addres ;: / Date Called: c f.‹___a ..,, v- t LrOu L.Z.t.,A- Special Instructions: 7 L_.3) eA CI rk--A fr I- A! N J t 6 ee-A 4 t 1 L--- 1 Requester: L - Al t 1 iL e ✓ t / rte- - Dk J vim . ^ p e<<j ,'- 4 . 1' "� li . . . 1 Project )0) r Pr Q,C. Type of In ection: i it /11 / r\., , Addres ;: / Date Called: Special Instructions: Date Wanted: 7— 0- a_n,_ Requester: Phone N:.:,....44,1 a��(' v 1' "� li El Approved per applicable codes. D67- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corr ections required prior to approval. ' Date: 7 IJ JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: 7 f .4 Type a InspecVm., . N. ae 4e6r * 4 /kit/ >Oteb‘s: gA/g .S /2 V5 Date Called: Special Instructions: Date ..? afted: P.m. Requester: Phorg: -- /q5, --, , ,-- 4 i /I/ ' / r , - i t •,... '---- • , t I f , ' PrL :kin erZIPArt WeS' Type a InspecVm., . N. ae 4e6r * 4 /kit/ >Oteb‘s: gA/g .S /2 V5 Date Called: Special Instructions: Date ..? afted: P.m. Requester: Phorg: -- /q5, 7 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION II- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-36 El Approved per applicable codes. Ar7- LJ Corrections required prior to approval. Inspector: ;( 71 .9 4/5 Date: V/14 El $58.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 4. Proje �: � r /t �9 �' S Type of Inspection L4/ / 9 Z /13/ 5/2 9 t � -3/ Date Called: Special Instructions: Date "Ted: p y - ed: o- -6) (a,m- p.m. Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Tz 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36j'0 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ? / (Inspector: ( / Date: / /�� $58.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: Project: /O \, W en - aeS Type 0 Insputico , , p a sly ,5441-1 , Ain,s: it s /2 v .54 Date Called: Special Instructions: Date W ted, - — 0 0 ‘ P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit D / 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. 100 Tukwila, WA 98188 (206)431-3670 j Approved per applicable codes. El Corrections required prior to approval. COMMENTS: pm. r ilX pc?tM/7 / 7`e' Inspector: rate: 7 '/ 7 /O9 1 O$58.00 jIfSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: COMMENTS: i P •kr 0- -,F,`F o x 140 U tr y v■ 1, p) ,) SF,: -.- ( s Pi 1 blue s p A`i lie. ,A ? 4r(4ff re F _ A f h. 6G, 1-e 1 • i Date Wanted �J " n- y R. :K li a — (A.) fj r f t ,i c (t 1, ` ' STIA fr / C4 ,'\ (2 frve_ i Lx; iJ-e flef!tAAr ()A .c:7t so f A Je fir l i t 5 : ) 4--r 4 , 0 f LS .' � - s l e /6,..?-- Project: n �(1u(Zt I`�5 �� Type of Inspectio (A�r `fair Add m21 tiC . 12/ -, Date Called: Special Instructions: / Date Wanted �J " n- �(S —()� p.m. Requester: Phone No: G G �� S � 7,oto — 4 1 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 5 ?" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ‚Inspectqf $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: 'Date: 3 —1 k - ocy DOS -4 '/l COMMENTS: — 7 3/ 1 Address: - P , fP' }-1-qb S I (Ai pj .� b f - - 11 G1 i 0 cr' (c( ..,, - Vi . I ( lM ( ,bkI X Phone - q G _• - '4 s-q , n L , f •\ r n/ r e( A.iiNi c�l�Af 1 p SpA- Se,S M• L Sig 1 I C A o I C 2 4 r P wn rfb" f 1 �P ()X. 1 S J f I � Project: /7 QQ __ 7nU2Z f /k Rd ; k-' -L Type of I / pection: f if 0 f t) A �.t' J f .'-r' , A Address: Date Called: S I (Ai pj .� b f - - 11 G1 Date Wanted: � 3 -r� - Os p.m. Requester: Phone - q G _• - '4 s-q El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. ki $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspec r: Dater 'Receipt No.: 'Date: f COMMENTS: Recrt,J ll A- 32 / (4 "0•G, HZ SODIo'T S M f a.' 2-I (a. i Y''xf8 " -1 iiifF e. 3 "6M, (7 ,4..r� : t, MPM OM MI-- e 37 '' ©• c, )¢-1 (- orb0 fro hes s - A 14 fZrs . I @ '4G!x" 607g, &lnf/ /4 PA- /49 I ek. 3A f /X/ 6 1, .4W- rivet,/ t'U 6 TZ_ _ p , e �'3 - ?7 2 el - 3 epic S' S414-t Sri v ^ a-e 77 I4 All c riA X rA-i - on - ro .12P 3Ooo 1051' Arty -c ?(Avf- ` �.ef r nr c ac or to:1k "uejt$ ./\ -''^'` :i otsT I INSPECTION RECORD D67 -y7/ Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd. #100, T ukwila, WA 98188 (206)431 - 3670 *s I Approved per applicable codes. El Corrections required prior to approval. 1 InsPecto , j\ 1Date: , �. El $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: (� 2 /rte ides. T ype spection: ee ,, 7-4067-7A/4.4 h uAlif Date Called: Ad r s ' / s /2 VS / Special Instructions: uJ4 JPe„ ^/is - 8- Mi i as eM icy 161 ��f ,Errs ea CA Ups Date Wanted: .pr 4 — / b — a Requester: _ p , e �'3 - ?7 2 el - 3 INSPECTION RECORD D67 -y7/ Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd. #100, T ukwila, WA 98188 (206)431 - 3670 *s I Approved per applicable codes. El Corrections required prior to approval. 1 InsPecto , j\ 1Date: , �. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: 1 C ,t) A$(u r NYr 12-e.I �r ) (.4) (v1 M00f ( Jr tn I l" -� , )/ S p(T ) - ./\ST+4'( ► Mt S2-,S M % L S rr' n I t,c.1lTt. I e OU\7r , J c1 •`�-�y it1 D r, b M ( S A( 'h) 1 . 1 ) T.j_ V S n� R,A ,)/ 1D,) «"S - .,n3u /e 9 I, e hbPe) m-e- g. 'T.JA.)I`ft pe_r _ilk e G r vq -11 S e X , -AC , ( c115 ( `r j k eA r d kJ )PAC r • . -Tnsv►C m ;S f ) 03\‘.A ,^ -1--D ^iS ir_ A -,n 6 ar Ake4 1 1 . t t Projec : nu RH [ eS k Type of Inspection: w3 I Ad ress: - 4 t4 SoA I'm cr Date Called: Special Instructions: /n� T� C�� t ' Q r i 0 t Date Wanted: 3 - `7 - • a a.m. r p.m` Requester: Phone No: zotp—ziqff- I-4 51 'Inspector" INSPECTION RECORD Retain a copy with permit lbO — 4 r n INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63 00 S ou t h c enter Blvd. #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. LJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date:3 Us „ 'Receipt No.: 'Date: COMMENTS: 1A Sid (11Vel M 1-- .. 1 fQ e Cld■r ( f-(-- Address: Liact s iLL1 S-4 Date Called: -._ Date Warited: , 3 I s /or J(' .., . _ . Phone No: a_ 0 0 Li CI ie __--- - - , N., Project: a 04 r t(vA Type of Inspection: \J Address: Liact s iLL1 S-4 Date Called: Special Instructions: Date Warited: , 3 I s /or J(' craa ....., Requester: Phone No: a_ 0 0 Li CI ie PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3 0 Approved per applicable codes. "_..[Corrections required prior to approval.Z nspe r eceipt No.: 'Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Date: , - *5 -- 0 0 C- REINSPECTION FEE REQUI D. Prior o inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. COMMENTS: ,' ttv (D S RM 1 kq uE pesM, - Nrbo t A .Se ` of At I\ w;Ais n/1 S . Date Called: / c C-`*° 2 1-1) k; * for 6a't e(r; i� u r ro J-CA l P r ft � 1 fAIA):n s /Aw e AjA tALle T flu l -.' Phone No: Project: OI sIAA/ TUskA Type of Inspection: Je..fr!L,iri 1 (I _ t / Fc Address: IA S. 121 Steal Date Called: / ((( Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Inspeor:" S58.00 REINSPECTION F E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. J Date:3 _4 _ d v Project: �6 ,t ✓ ile iris -2 Type of In ectiga- (,(0 a nctL Address: V 5 !a VSt Instructions: Date Cal ed: }i/ , Special 614_ to -C ('(A-Q pew ...---- Alm( 0.1 J M Date Wanted: a. m. Requester: ✓Sla / Phone No: / �Q( / q INSPECTION NO. INSPECTION RECORD Retain a copy with permit 107 -9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - - Iviede44 1 Li $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: (6- Type of Inspecti Address: 'c ✓lefx t e Date Ca Ied: Frirdeof Special Instructions: / U ((4 (( ��' b � � D ,, S � Date Wanted: OV/0 w 1 p.m. Requegte T n Phone No: 4 Y9CF -/ya9 COMMENTS: 'c ✓lefx t e - Ft Frirdeof - 7-(✓1A1ed Fr40.(Pot - f 0 A led ZA' 5D bum fe 'Do / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. 'Inspector: I Date: 4_13 foci, ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: CITY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 CORRECTION NOTICE The following items ance with the approved a not in accor d plans or City standards: 011 +he- SIGNED: 0 41 ( IOC) vi JOB ADDRESS: 4.z 14 S PERMIT NO. DATE: 4 TIME: r kS S I v1 cA o■L)oUe' (e -Ce.r ex-t-6 n 1 1Ce o� 7er"i� 1if • CIA at lA '7v r■ l& . • -F e r " a. L 1\ --• ! i r e C 'v1 = rD a n d E )(1 2LdC u � c +1k ► PUBLIC WORKS INSPECTOR COMMENTS: Type of Inspection: — .5(SCt,tSS'(4 Cd ( ,5 +it04c %CIS G) 4 (onfrac:6r f� . f to (( (a For -A (014e4 wool{ . Lc co /nel-e -fF,( _ Special Instructions: '. �t V. W �` v' v ` LYE V ( ; t p Date Wanted: / // U�� r a.m. p.m. Requester: Phone No: Project: Type of Inspection: Address: ' iq 5 i ;ii /I> Date Called: ///5/0/ Special Instructions: '. �t V. W �` v' v ` LYE V ( ; t p Date Wanted: / // U�� r a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: 'Date: 120 io 1 ri $60.00 REINSPECTI -FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 104. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit P7 y PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type of Inspection: Project � nc Address, G/ < ( y Special IInsstru�ons 1. Date Called' /p1 / %k Date Wanted: /OP3 /0S' pm. Requester:, /41 fl Phone N�: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 101172/4 o,3. 1 r) (i.(L(k , cr� ( k D 4' / 4N 10/14/0 ?7 , r 'Inspector: 'Date: 0 0 I paid at 6300 Sou FEE Blvd., REQUIRED. Prior to to schedule reinspe tion. 'Date: (Receipt No.: ��, Y ate =' INSPECTION NO. INSPECTION RECORD Retain a copy with permit I T-i- r 7 / l PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj k Je4 (e Address: yk/ v 5 y st Special Instructions: . Coll yo mi'1. ,or to Type of Inspection: Date Called: yAwl° (/ Date Wanted: Requester Phone No:'' l ��� X yyg El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: 'Receipt No.: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: 10-9/7) IAJS7 nII 114-bi m litel2P1 S 6451 P r tut.,1 C f/ ,fr ,d s- COL 0/ grii - S c ,l; /P c Gam C s / -i rt.) pd /1_,J, Inspector: 6 �/ 0 'Date: 1 / / y _! l INSPECTION NO. INSPECTION RECORD Retain a copy with permit I T-i- r 7 / l PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj k Je4 (e Address: yk/ v 5 y st Special Instructions: . Coll yo mi'1. ,or to Type of Inspection: Date Called: yAwl° (/ Date Wanted: Requester Phone No:'' l ��� X yyg El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: 'Receipt No.: P ject: 0 • i Type of Inspection: (AMA Ad e 14. � . 1 .� � pate Called:3 fi '--/o ial Instructions: Date Wanted: �� t �D g Spe a.m. -V Requester'" jzilii o No�� _. Ph i / g / � [ s� )49 'Inspecto INSPECTION RECORD Retain a copy with permit INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #10 F'i Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: etc C &tIC --- `TTIC''c El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: 'Receipt No.: Project: So ur &A 0 - 5 1 J - efuc. Type of Inspe - t , P' - C - P/ /0 4(. Address: [� ?/ ci Suite #: s / a (/ i- Contact Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection : - N Sprinklers: N Fire Alarm: sw,-1/.4 Hood & Duct: / Monitor: ._... Pre -Fire: /- Permits: ik, /4- Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT pproved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 a)/ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Corrections required prior to approval. COMMENTS: Inspector: g y Date: j/ y/ Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project Name: Site Address: A. B. C. A. B. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 FILE COPY Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 Permit fro. RESIDENTIAL HEA . N 4Npry N: 'itW&K)N C MPEMKE' ' ORM (Complete Sections rand II for'Lroup R Occupancies 4Stor1es or Less) MECHANICAL PERMIT APPLICATION NO.: BUILDING PERMIT APPLICATION NO.: u\ A_-Lou k ' o - e "cam (-1(7)114 <ru _k101_01 I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): System Analysis — W.S.E.C. Chapter 4 (submit documentation) Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): 3 °79 X 20 BTU/h = 745 • COMPLIA � �t: m Output APPROVED FEB 2 8 2003 ,( I Ci l Of Tukwila II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUAIL 85.51 cildo / ): ❑ Heating System Installed, (check system type below): 1. ❑ 2. ❑ Electric Resistance Electric (forced air) 3. p Other Fuels (gas, heat pump) ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets — Forced air heating system w /interior doors undercut'" 2. lid Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: O 3. Required Outdoor Air Table 3 -2: Minimum - \\ cfm Maximum -t 4, S cfm 2. House Number of Bedrooms: Fop ,, 7. J 11 RECEIVED JAN 0 4 2008 Effective: 711102 I N C 0 M P E T E jEi�MIT CENTER lapplicationstheatinp and ventilation system —form h-6 (7 -2002) 0 `1 " y 1 1 TR# Floor Area, ft2 Bedrooms 2 or less 3 4 5 6 7 8 4 inch Min Max Min Max Min Max Min Max Min Max Min Max Min Max <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 Tx , -. T+ It . , ryx ,x ,z. 16 Y' Ta t 0- :Y - ,.. t ii 9 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 4 t k k ,. m . ':a . ' �: ;; a *� . .� . 65s 5' x... 100 5 inch NA 2001 -2500 70 105 • 85 128 100 150 115 173 m 130 195 145 218 160 240 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 501.. Ofe 8 ':?A�����t� r`..'�S. ��� # . ,u�� !$:4-�, �t��.:.�" Y��,. ;;kv �.�.� A', �.8st w,> ?.'�*3 - ".� `• 3 �a3 r,*,9,. 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 to b� 2i ro t '' } 8 � t 20 1 8 r f �. r l �. L7 r �e: # 8 i t 70 5- :5. 4 . 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 Fan Tested CFM 0 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 '4 ��,s����z; 50 6 inch No Limit 6 inch No Limit 3 80 5 inch 15 5 inch 100 3 .�'13 1�,,� 32a .:� a s� •��I✓_ � � _ a .» it .'s, fi ?P'z ?S:`�..:,, s _ ! e ��,i . �'. . 6 ich E'er^ "tL � S. �N �� � . .. �, x... 100 5 inch NA 5 inch 50 3 . �e ` , 125 6 inch 15 6 inch No Limit 3 ?� � .�r,Yer++ +.�"�k ':?A�����t� r`..'�S. ��� ?"y`� :s"1�, r�"�r� -. ,u�� !$:4-�, �t��.:.�" Y��,. ;;kv �.�.� A', �.8st w,> ?.'�*3 - ".� `• 3 �a3 r,*,9,. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. Effective: 711102 lappIi ationslheating and ventilation system —*inn h-6 0;2002), c TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: �'�vGrv�2d c. G i4r<ryt s JOB#: �3�9 BY: / DATE: 151u,6, r2.5 v 8.31.07 a Site Address: Juri sdiction : P lans By Number /Job ID: Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Load: Occupancy Category: R: % of Snow Incl. w/ Seismic: Soil Site Class: Allowable Soil Bearing: Analysis Procedure: Job Name: Darshan Singh STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS IS' THROUGH j OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE - ?i RECEIVED CITY OF TUKWILA DEC 1 9 2007 WWII CENTER 11814 184th Street Tukwila, Wa. City of Tukwip Crane Design Inc. #08011Th2'" r ` 2006 IkBC Low -Rise, Simple 1.00 85 mph B 25 psf I I 6.5 0 D 2000 psf Wind: ASCE Seismic: ASCE Spectral Response Accelerations, Ss: 135 % g Load Combinations: ASD Basic Building Design Parameters: Roof DL: 20 psf Floor DL: 10 psf Wall DL: 15 psf Levels: 2 Floor Level Names: UPPER MAIN Diaphragm 7 -05 Method 2 7 -05 Equiv.Lateral Force Proced Si 46 %g This engineering is for use for a single building permit for a single structure Enginee '• nature must b " '_ ' - ��'•L- - lid This engii use for as permit fora s 11,764 Engineer' signat be origin i s iero ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPTIONS: ND/ RI+ 1. re TSE A Engineering A 12930 N.E. 178th Street Woodinville, WA 98072 A (425) 481 -6601 PROJECT: An«L - 15 1 5 JOB #: 0.1 BY: (e DATE: f .z �'✓ n,/f S /eteNr/Oi.s a1 ips : F�ON1 ft VA110N 6Rips: L- F1" ELnVA110N —q i fF NOTE: DASHED LINES INDICATE ROOF OUTLINE ASSUMED BY COMPUTER PROGRAM TSE �t • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 63I1 BY: V/ (e■ DATE: t--3 PLC MAIN_ F1 -00f; PLAN ¢D � Wind Pressures (Wind per ASCE 705 -2 Method 2) Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I = 11.01 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6 -15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6 -3, Case 1,pg 79) Kd = wind directionality factor. (Tab. 6-4, for building, page 80) h = mean roof height Design pressures for MWFRS p = qh [(G Cpf ) -(G Cpi )] where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cp i = product of gust effect factor and internal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 Roof Rise 0 7 to 12 30 degrees TRANSVERSE DESIGN WIND PRESSURES Roof Type 2 Gable end Net Design Pressure, psf Surface +Gcpi -Gcpi 1 2.42 6.38 2 -9.57 -5.61 3 -6.05 -2.09 4 -5.17, -1.21 1E 4.73 8.69 2E -13.76 -9.79 3E -7.81 -3.85 4E -6.71 -2.75 5 -6.93 -2.97 6 -6.93 -2.97 LONGITUDINAL DESIGN WIND PRESSURES Roof Type 1 Sloped Pressure Combos 1 +4 Net Design Net Roof Pressure 1E +4E Pressure, psf Components 2 +3 Surface +Gcpi -Gcpi Horiz. Vert. 2E +3E 1 4.18 8.14 5 +6 2 0.33 4.29 0.17 0.29 3 -6.71 -2.75 3.38 -5.80 4 -6.05 -2.09 1E 5.61 9.57 2E 0.99 4.95 0.50 0.86 3E -7.81 -3.85 3.94 -6.75 4E -7.26 -3.30 5 -6.93 -2.97 6 -6.93 -2.97 Net Roof Components Horiz. Vert. -4.82 -8.27 3.05 -5.23 \1, .\ f 1 - LUNE_ z/s BOt■hoAR; -6.93 -11.88 - F- � t Sul 3.94 -6.75 TSE Engineering Pressure Combos 1 +4 1E +4E 2 +3 2E +3E 5 +6 REf ERENCE CORKER notes: - negative values considered as 0 Results (Horiz Comp) 7.59 11.45 -1.77 -2.99 0.00 2 v WIN DINEUIUI. Results (Horiz Comp) 10.23 12.88 3.55 4.44 0.00 tr 0.70 = 0.85 = 23.85 ft < 60 ft, [Satisfactory] IF- I I , : I . .; Job #:6 BY: b k. Page: 0 Plan Number /Job ID #080107 Design Pressures Used 7.59 11.45 0.00 0.00 0.00 Design Pressures Used 10.23 12.88 3.55 4.44 0.00 2a = 8.0 ft. TSE Engineering TRANSVERSE WIND FORCES Plan Number /Job ID #080107 Grid: 1 2 3 4 5 6 7 8 Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 7.59 psf Horiz.Wind Wall = 7.59 psf End Zone; Horiz.Wind Roof = 11.45 psf Horiz.Wind Wall = 11.45 psf Sum of Transverse Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 6191 lbs. MAIN 4406 lbs. Total 10597 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 6668 lbs. MAIN 5068 lbs. Total LONGITUDINAL WIND FORCES Grid: A B C D E F Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 3.55 3.55 psf Horiz.Wind Wall = 10.23 10.23 psf End Zone; Horiz.Wind Roof = 4.44 4.44 psf Horiz.Wind Wall = 12.88 12.88 psf 2a = 8.0 ft. 11736 lbs. CONTROLS Sum of Longitudinal Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 4514 lbs. MAIN 5713 lbs. Total 10227 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 7538 lbs. MAIN 5208 lbs. Total 12746 lbs. CONTROLS (see following pages for distribution) Job #: 6 5 n Page: S" TRANSVERSE WIND FORCE DISTRIBUTION Plan Number /Job ID FRONT ELEVATION #080107 Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone / No SW Width X LEVEL: UPPER Roof Type; 2 Ridge /Gable Ht 12 OH left 1.5 OH right 1.5 Area left -134 Area right -134 V left V right LEVEL: MAIN Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right 1 E 8.1 E E 10 40 56 3334 3334 5868 5868 2 E E E 0 0 TSE Engineering 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 Job #: �3 y(Q By : f' Page: 6 8 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone / No SW Length Y LEVEL: UPPER Roof Type 1 Ridge /Gable Ht 6 OH front 1.5 OH back Area front -45 Area back V front V back LEVEL: MAIN Roof Type Ridge /Gable Ht OH front OH back Area front -4 Area back V front V back A E 8.1 E E 10 40 22 35 746 1456 1701 2451 B 8.1 10 40 34 1 12 1.5 -30 2729 2609 4267 4327 TSE Engineering LONGITUDINAL WIND FORCE DISTRIBUTION Plan Number /Job ID RIGHT ELEVATION #080107 18 C E E E 0 0 0 0 D 0 0 0 0 E 0 0 0 0 F Job #:6 By:/e/142 Page: 7 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. SEISMIC ANALYSIS - SEISMIC WEIGHTS Plan Number/Job ID #080107 E D, C^ ` R 48694 F 34244 B R 34534 F 27524 A Grid: ;1 , . �� � , 46021 28271 2 ` 30403 18293 2 Long Wails i2 Total per Level: 83228 lbs 61768 lbs. 0 Total per Level: . ` TSE Engineering ` 76424 lbs. 46564 lbs. 0 : TRANSVERSE r ' � � - at Roof at UPPER LONGITUDINAL at Roof at UPPER ` ` 76 : 8 ' � - '- - 8 . . . . . Job# By:ey i t � paom:p lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. TSE Engineering SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number /Job ID ASCE 7 -05 #080107 Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 0 Coefficient, x = 0.75 10 Coefficient, R = 6.5 hn = 18.1 ft. Ss = 1.35 g Si = 0.46 g Ta = 0.18 secs. Fa = 1.00 Fv = 1.54 k = 1 SMS = 1.35 SM1 = 0.71 SDS = 0.900 g SD1 = 0.47 g Cs = 0.1385 TRANSVERSE DIAPHRAGM FORCES Base Shear = 20076 lbs. Job #: By: `38 ,(0 g Page: 9 Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx EFi EWi Fpx (ft.) (ft.) (lbs.) (ft.-lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof 18 83228 1506427 0.709 14238 14238 83228 14981 8.1 14238 UPPER 10 61768 617680 0.291 5838 20076 144996 11118 10 20076 MAIN 0 0 0 0.000 0 0 0 0 0 0 E = 144996 2124107 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 17029 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx EFi EWi Fpx (ft.) (ft.) (lbs.) (ft.-lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof 18 76424 1383274 0.748 12740 12740 76424 13756 8.1 12740 UPPER 10 46564 465640 0.252 4289 17029 122988 8382 10 17029 MAIN 0 0 0 0.000 0 0 0 0 0 0 E = 122988 1848914 Note: Base shear values and all seismic forces calculated this page are at ultimate level with no adjustments SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES Plan Number/Job ID #080107 F E D C R 8330 F 11484 B R 5908 F 8593 A Grid: 71 F E D C B Transv.Walls A Grid: 2 2 7672 10287 2 2 5068 6743 2 1 ; 2 Long Walls 3 TSE Engineering r I . .3 Total Force per Level: TRANSVERSE Total Force per Level: 14238 lbs. 20076 lbs. 0 r r :5 1 Base shear values are summed per block between grids' LONGITUDINAL 12740 lbs. 17029 lbs. 0 , at Roof at UPPER r , :6 at Roof at UPPER .., r , 77 8 8 Job#:63sy By: 00 Page: /0 lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. TSE Engineering SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number /Job ID #080107 TRANSVERSE P 1.0 GRID LEVEL Lsw C�� EE p QE E 0.7E (ft.) (lbs.) (lbs.) (lbs.) (lbs.) 1 UPPER 25 7119 7119 7119 4983 MAIN 28.5 10038 10038 10038 7027 2 UPPER 35.5 7119 7119 7119 4983 MAIN 41 10038 10038 10038 7027 Job#:6387 By:O I ( Page: if "` TSE Engineering SEISMIC DESIGN FORCES Plan Number /Job ID #080107 p = 1.3 LONGITUDINAL GRID LEVEL Lsw .___Q E p QE E 0.7E (ft.) (lbs.) (lbs.) (lbs.) (lbs.) A UPPER 7 2534 3294 3294 2306 MAIN 3.75 3371 4383 4383 3068 B UPPER 18 6370 8281 8281 5797 MAIN 22.5 8515 11069 11069 7748 C UPPER 17.5 3836 4987 4987 3491 MAIN 18 5143 6686 6686 4680 Job#:& 381 B e9 fv, Page: /2 TRANSVERSE SHEARWALLS Grid 1 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 9.5 133 199 9.5 206 247 SW2 3007 3882 0 1425 0 2579 3241 H2 ABO 15.5 133 199 SW1 1080 1615 21.5 6665 1883 0 0 19 206 247 SW2 3007 3882 0 2850 1 190 0 0 TSE Engineering D �-' Tff iS !✓EGG ?o BE CAnT/nddSGy f/e?nK E Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Job#: B y:dj / Page: / 3 Plan Number /Job ID #0 G H ft. pif pif lbs lbs ft. lbs lbs lbs lbs ft. pif plf lbs lbs ft. lbs lbs ft. lbs lbs lbs TRANSVERSE SHEARWALLS Grid 2 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 10 94 140 SW1 761 1137 2.5 500 1215 246 365 T1 15.5 143 171 SW1 2090 2698 4 930 2325 0 599 462 H1 ABO 15.5 94 140 SW1 761 1137 21.5 6665 1883 0 0 25.5 143 171 SW1 2090 2698 0 3825 1 255 0 0 TSE Engineering C LONGITUDINAL SHEARWALLS Grid A Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 3.5 107 329 SW2 863 2669 2.5 175 425 683 2398 T2 1.875 454 818 SWV 2156 3886 3 85 281 0 1866 3451 H3 ABS TSE Engineering 3 dp STS» -wow TO i/1 /T WOOD h/41-1. /HE(yy TO 5 -1- 3 " 3.5 1.875 Job#:rgn By /lid Page: /5 Plan Number /Job ID #080107 7 8 ft. plf plf lbs lbs ft. lbs lbs lbs Ibs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs LONGITUDINAL SHEARWALLS Grid B Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 2 6.5 232 322 SW2 1883 2609 2 260 790 1568 2136 T2 22.5 299 344 SW2 4492 5531 0 3375 8.5 1913 2591 2679 H2 AB1 TSE Engineering Job#: C el/Kt, Page: g Plan Number /Job ID #080107 7 8 11.5 ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs LONGITUDINAL SHEARWALLS Grid C Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 2 TSE Engineering 8.5 149 199 SW1 1207 1616 4 680 1033 694 845 T1 OPENING REINF. - SEE SHT. 5 �ti 3 11 240 240 260 260 SW�3 SW4 364 3158 4263 4176 0 0 450 1650 10.5 10.5 315 1155 2903 1752 3148 2066 H2 H2 AB2 6E,sm,€ 4/'r R4 geiva C3)C1„ 0.'` 9 T,ey hw3 (0.0(qco)= Jf7/2,, 197 ? 2Ao ; :s'3 Job#:' q By: /1 /L Page: 17 Plan Number /Job ID #0 6 7 8 9 3 ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid C v TSE Engineering [B] [C] [D] [A] 1 2 3 4 [E] X 1 1 OL Lsw Level UPPER UPPER MAIN MAIN Grid 1 -2 Lsw 11 OL 5 X1 3 X2 3 Hsw 9 OH 3.5 Y1 3.5 Y2 2 Panel Shears v (max.wind /seismic) 260 051 plf v[A] 488 plf v[B] 70 plf v[C] 477 plf v[D] 170 plf v[E] 409 plf Maximum Tensions and Design of Reinforcement at Openings 1 1219 USE: LSTA 24 2 1219 USE: LSTA 24 3 919 USE: LSTA 24 4 919 USE: LSTA 24 X2 ft. ft. ft. ft. ft. ft. ft. ft. lbs. lbs. lbs. lbs. Job #: 631? Page: /74, Plan Number /Job ID #080107 4) SEE SHEET TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES LEGEND =HOLDOWN PER SCHEDULE ABx = ANCHOR BOLT PER SCHEDULE •f =FLOOR TIE PER SCHEDULE SWx = SHEARWALL PER SCHEDULE = STRUCTURAL DETAIL PER SHEET TSE -I THROUGH TSE -2 4d -d" I D► �° rr Di ENO 1 12 crY- La dBZ Is, A YP - r - 1' 1 J 7 - PT 6'X6' POST W/ 066 ON 24 "oo GONG. PAP (TYP) 'r + CRAWL SPACE V1sQLEEN VAPOR CARRIER 6 d s it! 4'X6" POST W /POST LASE ON IS ° oXS" GONG. PIER ,0„ II 1IIIII I 4'X6" POST W/POST EASE i 43'X8" ON 3O" XS" GONG. PIER • I PAD (TYP) 3d' SPREAD FTO. 24" SPREAD FTS. tab 16_3 RO. ler 41 r - 7 SARA E: 4" GONG. SLAB 0 4" COMP. FIL SLOPE FLOOR F PRA INASE M) m N • I 17 -d' r._ PROVICE FOR FURNACE L - J PROVIDE KNOGKA1r FOR V' POOR - ' RD S" STEM IS" FTC - 7 L - J 3d Xld' GONG. PAP W /G1566 ANGhOR (2)PLAGES y/ m IS"X24" G ' WL SPADE • . S r- 1 3kyrcU p ff 0 J 7-0" 2' - IIgZ .4, • 3• RB5 X y ( U- Pc4� 4d -d' ,r Glf.�f F 9 fovip UP i':" i ra *to /n 5r4LG 4",+G ,boors Pee PGr4 ft, L'/?3 7A PbA\ / )). � 1-` ARCH STEP LN. • HILT II'—o" ANTRY 2:-0" 7-0" 1'-0" 17 —Cr NOOK SOFFIr LINE ALL WALLS, POSTS & MAAS TO HAVE 4: EANI24 are TO HAVE (2) LAYERS '46" TYPE "X" evvr, (TAPE & FINISH) I NOTE: N L LN_PE _t=l-P_Pti_ 41_ _ _j VERY eARASE DOOR GLEARANGE 1.4 l0' -6' W/I6" PEEP fkANA AN. PRIOR "LiN TO POURING SASE SLAt) 14' neNs9 a 4*-67 5'—!O" VIT. SAS PET VENT 1615 PER NOTE: WHERE NO UPPER FLOOR OCCURS, tr\ WALL TO BE CONT. FRAMED FROM MAIN FLOOR BOTTOM PLATE TO UPPER LEVEL TOP PLATE W/ 2x6 HF#2 @16" o.c. 01 LIMO tE166 18 '4 14—? 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VV Project A vapor retarder is a layer of material placed over the warm side of insulation to limit the transport of water and water vapor movement through exterior walls, ceilings and floors. To meet energy code requirements, vapor retarders need to be rated at not more than 1.0 perm dry cup or less. Components of a house that require a vapor retarder are: • Floors - Floors between heated and unheated spaces are required to have an installed vapor retarder. Floor decking of 3 /4 inch tongue and groove exterior plywood and exterior grade O.S.B. both meet the vapor retarder requirements. • Walls - Walls separating heated from unheated space are required to have an installed vapor retarder on the side (warm side in winter). • Ceilings - Ceilings where there is an average of less than 12 inches of ventilated area above the insulation, an installed vapor retarder is required. Tukwila doe. A -001 Created on 10/19/2007 Revised II FILE COPY RETURN THIS FORM WHEN COMPLETED Construction documents shall specify the proposed method for providing a vapor retarder in each of the above building components. *Please check which type of insulation method will be used for the project and return this bulletin with the permit application. - ,R ECEIVED C OF TUIavQLA Recognized method are as follows: DEC 19 2007 Kraft or Foil Faced Insulation: Facing material must be stapled directly to the faPAIltliti Ctly ER studs. (i.e. to 2x edges not the side of studs) ❑ 4 -Mil or thicker Polyethylene or craft faced material: Polyethylene of craft faced material shall be stapled to the framing, with seams overlapped 6- inches and taped. Electrical boxes and other penetrations to be tight fitted and sealed around openings. ❑ Vapor retarding paint: Vapor retarding paint listed to provide transmissivity of not more than 1.0 perm dry cup rating. (See Affidavit attached to bulletin) If vapor retarding paint is specified as a vapor retarder for walls and ceilings, the following conditions shall be required for the builder: ♦ Complete Contractor's affidavit and submit with building permit application. (A form is included with the permit packet) A red stamped copy of the affidavit shall remain with the permit at the job site and shall be kept available for building final inspection. January 15, 2009 Mr. Darshan Jourha 25804 34 Avenue South Kent, WA 98031 RE: D07 -471, Building Permit for 4814 S. 124 Street Dear Mr. Jourha: I am enclosing another copy of the No- Protest Agreement as you requested. This Agreement means that you or a future owner of the property will not protest participation in a future local improvement district to install sidewalks or other urban infrastructure along S. 124 Street. Before I can sign off on the building permit for the house at 4814 S. 124 Street in Tukwila, you must return the signed and notarized No- Protest Agreement to the Planning Department. We will then record the Agreement with King County. If you have any questions, please call me at 206 - 431 -3661. For your information, Monday, January 19, 2009 is a holiday, so the City offices will be closed. In addition, I will be out of the office Tuesday, January 20 and January 26 -30, 2009. Sincerely, Carol Lumb Senior Planner City of Tukwila Department of Community Development Jack Pace, Director Enclosures: No- Protest Local Improvement District Agreement cc: Minnie Dhaliwal, Planning Supervisor CL Q:Uourha Variance- BLA\No Protest Agreement doc Page 1 of 1 01/15/2009 9:34:00 AM Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 NO PROTEST LOCAL IMPROVEMENT DISTRICT AGREEMENT THIS AGREEMENT ( "Agreement ") is made and entered into by Mr. Darshan Jourha, owner and developer of the property; and the City of Tukwila, a Washington municipal corporation ( "City "). 1. Property. Owner is the majority owner of certain real property located in the City and legally described on Exhibit "A" attached hereto and incorporated herein by this reference ( "Property"). 2. Development. Owner applied for and received approval through a decision by the City's Hearing Examiner for a lot area variance to develop one single family residence on a 5,000 sq. fI. parcel in the Low Density Development district. A condition of the lot area variance approval is the execution of a "no protest" agreement to participate in any future local improvement districts for the construction of sidewalks or other urban infrastructure along South 124 Street. 3. Improvement Projects. The City anticipates one or more Local Improvement Districts ( "LID") will be formed to complete the following future projects: A. Construction of sidewalks or other urban infrastructure along S. 124 Street. ( "Improvements "). 4. Waiver of Right to Protest. Owner agrees to participate in and waive protest of formation of an LID for the purpose of completing any or all of the Improvements. Owner shall retain the right to protest the methodology and/or specific amount of any LID assessment. 5. Power of Attorney to initiate LID. Owner hereby appoints the City as his/her attorney -in -fact to act on their behalf for the purpose of executing a petition to initiate an LID as set forth in RCW 35.43.120. Said power of attorney to execute a petition to initiate an LID extends only to the LIDs that are the subject of this Agreement. 6. Term. This Agreement shall commence on the first date on which all parties have executed the Agreement and shall remain in full force and effect for a period of ten (10) years from that date. 7. Binding Effect. This Agreement touches and concerns the development of the Property and shall constitute a covenant running with the Property. This Agreement shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal H:Uourha Variance-BLA\No Protest LID Agreement.doc Page 1 of 5 01/15/2009 9:12:00 AM Darshan Jourha No Protest Local Improvement District Agreement representatives. office. 8. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this Agreement shall be exclusively in the state and federal courts of King County, Washington. 9. Attorneys' Fees. In the event that any suit or other proceeding is instituted by any party(ies) to this Agreement arising out of or pertaining to this Agreement, including but not limited to filing suit, or requesting an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceeding "), and appeals and collateral actions relative to such a suit or Proceeding, the substantially prevailing party(ies) as determined by the court or in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such suit or Proceeding from the substantially nonprevailing party(ies), in addition to such other relief as may be awarded. 10. Entire Agreement. This Agreement contains the entire agreement between the parties with respect to this matter. It may not be modified except in a writing signed by all parties against whom enforcement of the modification is sought. 11. Waiver. The waiver by a party of a breach of any provision of this Agreement by another party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. 12. Severability. If for any reason any portion of this Agreement shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this Agreement and the remaining portions of this Agreement shall remain in full force and effect. 13. Recording. The City shall record this Agreement with the King County Auditor's CL Page 2 of 5 01/15/2009 9:12:00 AM H:Vourha Variance- BLA \No Protest LID Agreement.doc Darshan Jourha No Protest Local Improvement District Agreement Its: ATTEST: City Attorney V 14. Authority to Execute. The persons executing this Agreement on behalf of the Owner, Westfield and the City represent and warrant that they have the respective power and authority, and are duly authorized to execute and bind their respective entities to the terms of this Agreement. CITY OF TUKWILA: OWNER: Date: Date: By: By: Christy O'Flaherty, City Clerk APPROVED AS TO FORM: STATE OF WASHINGTON ) COUNTY OF KING ) ss. Its: Date: By: Its: On this day of , 200 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared to me known to be the of , the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that was authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal CL Page 3 of 5 01/15/2009 9:12:00 AM H:Uourha Variance-BLA\No Protest LID Agreement.doc Darshan Jourha No Protest Local Improvement District Agreement of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ) COUNTY OF KING On this day of , 200_, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared to me known to be the of , the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that was authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ) COUNTY OF KING ) ss. ) ss. Notary Public in and for the State of Washington, residing at My Commission Expires: Notary Public in and for the State of Washington, residing at My Commission Expires: On this day personally appeared before me , to me known to be the CL Page 4 of 5 01/15!2009 9:12:00 AM H:Uourha Variance - BLA\No Protest LID Agreement.doc Darshan Jourha No Protest Local Improvement District Agreement individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 200 . STATE OF WASHINGTON ) COUNTY OF KING EXHIBIT A - Property Description ) ss. Notary Public in and for the State of Washington, residing at My Commission Expires: This is to Certify that on the day of , 200_ before me, the undersigned, a Notary Public, personally appeared and , to me known to be the and respectively of the corporation that executed the foregoing instrument as the general partner of , a limited partnership and acknowledged the said instrument to be the free and voluntary act and deed of said corporation as said general partner for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at My Commission Expires: CL Page 5 of 5 01/15/2009 9:12:00 AM H: Jourha Variance- BLA\No Protest LID Agreement.doc Return Address: City of Tukwila Department of Community Developm 6300 Southcenter Boulevard Tukwila, WA 98188 Grantor(s): 0 1 IZ 3X Last Name First Name After the Lot Consolidation: day of 2007 . CONFORP{ED COPY 20080104001183 PAS 01,0E JOSHU NISC 44.00 01/04/2008 14:10 KING COUNTY, WA LOT CONSOLIDATION NUMBER 1-01 03 g CITY OF TUKWILA, WASHINGTON Last Name First Name Additional grantors on page of document. If needed Grantee(s): The Public 0 �7 t Assessor's Property Tax Parcel or Account Number(s): 0 t ( q 0 0 Li c Legal Descriptions: Before the Lot Consolidation: qye00 1 Att.e.mi 01,04 itlAk Lot 2. be -.i )1 e )ibt AA L t s 9 ,\ A 4 e mthyl 4* dd Reviewed and approved by the Short Subdivision Committe E tie and hereby ' ied for filing this a an, Ch Short Subdivision Committee r ,: g P e 1of in$17 ,tea JAN gg 4 2008 C iNi t i CEN S EE H ) j0 -7- 0 r L. at 2-3 0 &/7? oD /L5"5" La 7 571 `ham s ark L t:� tor A<A p��r ,nom � - Pot z0F,3. Name: GIVEN under my hand and official seal this 5th S v� NOT'Y 9N ' P UBLIC C+ ' : = S '1 i1�� >` ..''s 6 1 06 ' ' ('! � WA SH \?.= STATE OF WASHINGTwin ‹ „ ItA ,��.•- County of King GIVEN under my hand and official seal this OWNERS' DECLARATION In witness whereof we have set our hands and seals. Name: Name day of June Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a Lot Consolidation thereof. The undersigned further declare this Lot Consolidation to be the graphic representation of said Lot Consolidation and the same is made with the free consent and in accordance with the desire of the owner(s). STATE OF WASHINGTON County of King i_ On this day personally appeared before me Darsh h Sin CT Urha to me known to be the individual who executed the foregoing instrumentnd acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. ,2007 . Signature: (2&cL a. .(y Name of commissioned: Alice A. Deac A y Title: MO +ar y P4b1IG My appointment expires: 6-16-68 On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. day of , 20 Signature: Name of commissioned: Title: My appointment expires: tPa 3 of 3 February 11, 2008 Darshan Singh Jourha 25804 34 Avenue S Kent, WA 98032 City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -471 Jourha Residence — 4814 S 124 Street Dear Mr. Jourha, Si»cerely, Brenda Holt Permit Coordinator encl File No. D07 -471 P:1Permit Center\Correction Letters\2007\D01 -471 Correction Ltr # 1.DOC jem Jim Haggerton, Mayor This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 8, 2008 PROJECT: Jourha New SFR PERMIT NO: D07 -471 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Applicant shall fill out and submit a Traffic Concurrency Test Application to Public Works and pay $300.00 application fee to Public Works. 2) Applicant shall execute attached Hold Harmless Agreement for work inside the City Right of Way, see attached form. Form is attached. Notarized signature of the property owner(s) is required. 3) Please have your engineer revise site plan S1 per attached mark -up and return this mark -up with revision resubmittal. Cloud all plan changes and enter revision no., date and description. Joanna:P /Comments 1 D07 -47I City of Tukwila PLANNING DIVISION COMMENTS DATE: December 21, 2007 CONTACT: Darshan S. Jourha RE: D07 -471, Proposed Single Family Home ADDRESS: 4814 S. 124 Street Department of Community Development Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. This building site is comprised of Lots 23 and 24 of Block 7 of Allentown Addition and was the subject of a zoning variance request, land use file L07 -043, to approve construction of a single family home on a parcel that does not meet the City's minimum lot size. As part of the approval of the zoning variance, the applicant was required to consolidate the two substandard lots into one substandard lot. This lot consolidation was approved under land use file L07 -038. The lot consolidation was approved on September 11, 2007, however the lot consolidation has not been recorded with King County. Proof of the recorded lot consolidation must be provided before Planning can review the building permit application. A copy of the approval letter is enclosed for your review. 2. Another condition of approval of the variance was signing a "No Protest Local Improvement District Agreement" prior to issuance of the building permit. A copy of the Agreement is enclosed. Please sign and return this Agreement to the City and we will record it with King County. Steven M. Mullet, Mayor CL Page I of 1 12/21/2007 4:45:00 PM n • \mvdncc \general \7007- Memoq\D07 -471 b e 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Mr. Darshan Jourha 25804 34 Avenue South Kent, WA 98031 City of Tukwila Department of Community Development Steve Lancaster, Director September 13, 2007 RE: L07 -043: Lot Area Variance and L07 -038 Lot Consolidation for parcel #017900 -1455 Dear Mr. Jourha: I am enclosing a copy of the decision issued by the Hearing Examiner approving your request for a lot area variance. I understand you have paid the outstanding storm water fees due on this property to the Finance Department. Your request for a lot consolidation has also been approved by the Short Plat Committee and signed by the Department of Community Development's Acting Director. I am enclosing the original signed documents and 3 copies along with a hand out explaining the process for recording the lot consolidation. You must return a recorded copy of the lot consolidation to the Department before a building permit will be issued. Please remember that there is one additional condition that must be met before the building permit can be issued - to sign and record a no- protest agreement to participate in a future local improvement district to install sidewalks or other urban infrastructure. If you have any questions, please call me at 206 -431 -3661. Sincerely, Carol Lumb Senior Planner Enclosures: Hearing Examiner Decision, L07 -043 Approved Lot Consolidation, L07 -038, and 3 copies cc: Minnie Dhaliwal, Acting Planning Supervisor CL Q:Vourha Variance- BLA\Approval Ltr.doc Page I of I 09/12/2007 4:57:00 PM Steven M. Mullet, Mayor December 27, 2007 Darshan Singh Jourha 25804 34 Ave S Kent WA 98032 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -471 Jourha Residence — 4814 S 124 St Dear Mr. Jourha, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 19, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comment. Planning Department: Carol Lumb at 206 431 -3661 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal.. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerel Rambo Permit Technician Enclosures File: D07 -471 Cizy of Tukwila R44L- P:\Permit Center\Incomplete Letters \2007\D07 -471 Incomplete Ltr #1.DOC wer Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Fill out the enclosed residential heating & ventilation compliance form. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLANNING DIVISION COMMENTS CONTACT: Darshan S. Jourha RE: D07 -471, Proposed Single Family Home ADDRESS: 4814 S. 124 Street DATE: December 21, 2007 Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206- 431 -3661. 1. This building site is comprised of Lots 23 and 24 of Block 7 of Allentown Addition and was the subject of a zoning variance request, land use file L07 -043, to approve construction of a single family home on a parcel that does not meet the City's minimum lot size. As part of the approval of the zoning variance, the applicant was required to consolidate the two substandard lots into one substandard lot. This lot consolidation was approved under land use file L07 -038. The lot consolidation was approved on September 11, 2007, however the lot consolidation has not been recorded with King County. Proof of the recorded lot consolidation must be provided before Planning can review the building permit application. A copy of•the approval letter is enclosed for your review. 2. Another condition of approval of the variance was signing a "No Protest Local Improvement District Agreement" prior to issuance of the building permit. A copy of the Agreement is enclosed. Please sign and return this Agreement to the City and we will record it with King County. Joanna Spencer - Re: NEW SFR @ 4814 S 124TH ST D07 -471 Page 1 of 1 From: Joanna Spencer To: Richard Takechi Date: 04 /14/2009 8:32 AM Subject: Re: NEW SFR @ 4814 S 124TH ST D07 -471 CC: Joanna Spencer; Laurie Werle Richard, Thanks for the update. I'll put copy of this e-mail in the development file. Joanna »> Richard Takechi 04/14/2009 8:28 AM »> Laurie Werle talked to me about this one. The conn charge has not been paid yet, and they were to pay prior to occupancy. The sewer has been connected, so that part's okay. The problem is that the owners ran out of money, won't be able to pay the $15k, and is thinking of filing for bankruptcy. Per Laurie, they also want to sell the house. So this is a messy one. To make matters worse, they're going to be on the water shut -off list this week. They did pay the $40, but nothing after that. They haven't paid the Jan, Feb, or March bills. »> Joanna Spencer 04/13/2009 2:14 PM »> Richard, House under construction, did the owner pay $15K for sewer connection charges. How about $40.00 water or WM charge from the previous owner whose house was demolished ? DO1 41 i file: / /C:\Documents and Settings \joanna.TUKWILA\Local Settings \Temp\XPgrpwise \49... 04/14/2009 Joanna Spencer , Re: proposed new SFR @ 4814 S 124th St D07 -471 From: Bryan Still To: Joanna Spencer Date: 01/29/2008 10:47 am Subject: Re: proposed new SFR © 4814 S 124th St D07 -471 Hi Joanna, Correct. Thanks Bryan »> Joanna Spencer 01/29/2008 9:27 am »> Bryan; Need your input. There was a house that burned down, any idea when ? Per Richard there is an existing WM already, so applicant shall pay only $25.00 turn on fee & no Cascade Alliance fee. Is it correct ? Thanks, Joanna Page 1 • Joanna Spencer,. Re. Fwd. proposed new SFR @ 4814 S 124th St D07 - 471 From: Richard Takechi To: Joanna Spencer Date: 01/29/2008 10:10 am Subject: Re: Fwd: proposed new SFR @ 4814 S 124th St D07 -471 Per Joe at the water dept, the meter is still there. »> Joanna Spencer 01/29/2008 9:38 am »> I have checked P+ and it shows a house that was demolished in 2005 with water service capped @ WM on 1/14/05. Is WM still there ? PERMANENT FILE COPY Return Address: City of Tukwila Department of Community Developm 6300 Southcenter Boulevard Tukwila, WA 98188 Grantor(s): 0 tiGai, e1 M Last Name First Name Additional grantors on page _ of document. If needed Grantee(s): The Public �7 Assessor's Property Tax Parcel or Account Number(s): 0 ( q 0 0 1 Legal Descriptions: Before the Lot Consolidation: Lot -`5 -e O GK 1 ? \41 01,0 10 . Lot Alke)fi(- Add Reviewed and approved by the Short Subdivision Committe e lit and hereby INCOMPLETE LTR #� After the Lot Consolidation: day of LOT CONSOLIDATION NUMBER Z-- Ov1- 0 33 L t ,e 4 0 mgt., 41e4/1 d�. CONFORMED COPY CITY OF TUKWILA, WASHINGTON 2007 . 101 LA1 20080104001183 DARRHAM, JOSHU MISC 44.00 PAGE001 OF 003 01/04/2008 14:10 KING COUNTY, UA Last Name First Name ified for filing this Ch a an, Short Subdivision Committee Page 1 of 3. JAN 04 2008 FH 1 , 1- ose r 0 /7q t:el r 1 - 4 5 t Lj — , 5:-«1 ✓S .Ptti /A4 kA 1 i P45c z o3. Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a Lot Consolidation thereof. The undersigned further declare this Lot Consolidation to be the graphic representation of said Lot Consolidation and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: STATE OF WASHINGTON County of King On this day personally appeared before me Dar-5111h . h 3o a rha to me known to be the individual who executed the foregoing instrument nd acknowledged that heishe signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand and official seal this -51h day of .JUlle, , 2007 . r• G:DF QJ• it oiv %1.- o NOT'ik 9N : , • C�N PUBLIC : =s ', ..9.-/6-02:0A/& = °= I I STATE OF WASHINGTC`11►i,,,;NA County of King On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand and official seal this OWNERS' DECLARATION Name: Name: Signature: ( tic-. N Name of commissioned: Alice A. Deacy Title: No-l-ar Publ iG y My appointment expires: 646-08 day of , 20 Signature: Name of commissioned: Title: My appointment expires: Rt5c 3 of 3 Reference Number(s) of Related Document(s): Grantor /Borrower: Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature tAKtv I J c, Qt4 N\ti t_ct'D l t '4A (m+ ke tt'c't NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page j of 3 DATED this GRANTOR(s): GRANTOR(s): GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING day of LN0u GA , 200 c2 ss. On this 2 `� day of /trC& , 200 ', before me a Notary Public in and for the State of Washington, personally appeared DarSto 5 ►► 1, Jv�fkg , and , to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. � � /, LZLClaCc Name: /au' e - 4 '-/. NOTARY PUBLIC, in and for the State of Washington, residing at TA. ;IC\ My commission expires: 0 c 0 Page of 3 DATED this GRANTEE: By: Print Name: Its: Tin day of M �-� 200 CITY of TUKWILA STATE OF WASHINGTON COUNTY OF KING James Morrow Public Works Director On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: My commission expires: 05 = 2 9 I -/ v Page e5 of eiApi A- Weifik NOTARY PUBLIC, in and for the State of Washington, residing at kc Kell (c, ACTIVITY NUMBER: D07 -471 DATE: 02 -19 -08 PROJECT NAME: JOURHA RESIDENCE SITE ADDRESS: 4814 S 124 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division n Public,Wor s l■ 2A -0t E TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division ❑ Permit Coordinator DUE DATE: 02-2 1 -08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions ❑ No further Review Required DATE: DUE DATE: 03-20-08 Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -471 DATE: 01 -04 -08 PROJECT NAME: JOURHA RESIDENCE SITE ADDRESS: 4814 S 124 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued D •ARTMENTS: kit Iik° Bui . g D Public Wr 0_0 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete Structural Review Required ❑ 11W � I_ 1 Planning Division Permit Coordinator DUE DATE: 01 -08 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02 -05-08 n Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 2 -!I -Qb Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW (B Staff Initials:• ACTIVITY NUMBER: D07 -471 DATE: 12 -19 -07 PROJECT NAME: JOURHA RESIDENCE SITE ADDRESS: 4814 S 124 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENT Public Works ❑ Complete n Comments: HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 511 6 (t -4 0 Fire Prevention ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete DATE: DATE: (I R- 4bie4 ltt Planning Division Permit Coordinator n DUE DATE: 12-27-07 Not Applicable n Permit Center Use Only `` 7 INCOMPLETE LETTER MAILED: P— �}.7 / LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Pingr PW ❑ Staff Initials: No further Review Required C DUE DATE: 01 -24-08 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: Mill V 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D07 -471 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CtTV��C�n!ED FEB 19 2008 r �RMt ! CENTER Project Name: JOURHA RESIDENCE Project Address: 4814 S 124 Street Contact Person: Darshan Singh Jourha Phone Number: ,,01 6 ‘ - ----( ‘ - 1 Summary of Revision: IAA ^Ad tkiL //1 p !lam PD. q 0 a . `z Vt `lreq-1-r' c l4 JALP `3'1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; Entered in Permits Plus on 02t / \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: \ — C 1 Contact Person: Summary of Revision: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: Jourha Residence Project Address: 4814 S 124 St \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: D07 -471 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Darshan Jourha . `f Cr)Saog oaf - ' tif i R eMoie Phone Number: Steven M Mullet, Mayor Steve Lancaster, Director A 1 o,&4 ea (L , 1 1 RECEIVED CITY OF TUKWILA I JAt4 f- 4 200B PERM1 [ Livv I Eft Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: v ,G— R Entered in Permits Plus on I — —0 e Parcel No.: 0179001455 Address: 4814 S 124 ST TUKW Suite No: Applicant: JOURHA RESIDENCE DESCRIPTION OF WORK: CONSTRUCTION OF 3243 SF SFR WITH 622 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS DRIVEWAY, SANITARY SIDE SEWER, STORM DRAINAGE, WATER SERVICE (WM EXISTING), LAND ALTERING AND EROSION CONTROL. Water Meter Size:0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: EXISTING Connection Charge: N $0.00 $0.00 $0.00 Installation: N $0.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: N $0.00 $0.00 $0.00 Inspection Fee: N $0.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $25.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $0.00 $0.00 $0.00 TOTAL WATER FEES: $25.00 doc: WTRMTR City Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 -431 -3665 Web site: http://www.citukwi/a.wa.us WATER METER INFORMATION METER #1 Permit Number: D07 -471 Issue Date: 03/03/2008 Permit Expires On: 08/30/2008 METER #2 METER #3 D07 -471 Printed: 03-06 -2008 Residential Sewer Use (>.rtificatian Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address C ITA-KW/IC ' 14.1A City State Owner's Name Owner's Mailing Address (G11, A-- 14/ld City State ZIP Owner's Phone Number (with Area Code) 20.r■•\61 g ) v■ cr 9 ZIP Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Q\ Lei1 c .. S. r.a H FJ Name 2 cc 4 ( 3 1 k Street Address City State ZIP Residential Customer lease check appropriate box: Equivalent (RCE) Single- family (free standing, detached only) 1.0 Multi- Family (any shared walls): El Duplex (0.8 RCE per unit) O 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 - If Multi- family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No 1.6 2.4 3.2 For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Sewer District Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number King County Department of Natural Resources and Parks Wastewater Treatment Division RECFIVFD CITY OF TUKWILA DEC 19 2007 PEi�IVIIT CEI\I i ER Subdivision Name Subdivision Number Lot Number Block Number Building Name Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206- 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission f rrected data for determination of a revised capacity charge. Signature of Owner /Representative Date 12- -f' - e 7 Print Name of Owner/Representative c" 0S`'ft t M S 04 t1/4-'` b �� 1057 (Rev. 10/04) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer _ ftow CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplai ci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. , states as follows: PERMIT NO: 1 607 — 4 t 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of 18.27.090, I consider the work authorized under this permit to be exempt under No. will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and sworn to before me this rm day of Y / k ArCA_ Residing at l{' Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 , Y PUBLIC in and for the State of Washington , County Name as commissioned: i Q ¢�er / e 06 My commission expires: "l D 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. BUILDING /PORCH • 2,242 SQ. FT. DRIVEWAY 620 SQ. FT. LANDING 12 SQ. FT. TOTAL IMPERVIOUS 2;874 SQ. FT. LOT SIZE 5,000 SQ. FT. BUILDING FOOTPRINT PERCENTAGE 44.8% a 0) z z a a U) 0 30.0' • rn Cn I i a c 0 NEI/4 OF NW1 /4, SEC. 1O-T23N--R4E, W.M. EX. POWER POLE 0 EXISTING WATER METER (5/8" X 3/4") EX. FIRE HYDRANT POWER, GAS, TV & TEL TRENCH PORCH .D GARAGE 55 4" MIN. PVC SEWER PIPE PER C.O.T. DETAIL SS -02 LANDING 0 tti 17 LF 4" PVC PIPE (MIN 0.5% SLOPE) FOOTING DRAIN CLEAN OUT 100.0' N01 °42'35 "E 0 0 0 PROPOSED SINGLE FAMILY RESIDENCE REFER TO ARCHITECTURE PLANS FOR. F.F.E. 100.0 °N01 °49 "E L- 3/4" -200 PSI PE WATER SERVICE LINE 4" PVC PIPE FOR ROOF DRAIN (MIN 1.0% SLOPE) 4" PERFORATED PVC FOR FOOTING DRAIN LINE (SLOPE TO DRAIN) PLAN HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. B.S.B.L 18 LF 4" PVC PIPE (MIN 0.5% SLOPE) ROOF DRAIN 20.0' 0 r 1 II_. I B.S.B.L 10.0' DOWNSPOUT (TYP) SIB 49TH AVE S. 0 35' INFILTRATION TRENCH r INFILTRATION TRENCH DETAIL 0 QCo 0 w cPV m 5.0' CB SUMP WITH SOLID UD NO. DATE BY. REVISION DESCRIPTION JOB NO. R07107 ISSUE DATE 11 -16 -2007 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: A. T. NGUYEN PROJ. MNGR: C. ALLAN l EXPIRES . 07/22/09 i LEGEND PROPERTY LINE B.S.B.L .RIGHT OF WAY /EXISTING PROPERTY LINE RIGHT OF WAY CENTERLINE SILT FENCE EX. WATER MAIN LINE . -- EX. SANITARY SEWER LINE TAX PARCEL NUMBER 0179001455 . OWNER INFORMATION DARSHAN JOURHA 4814 S. 124TH STREET TUKWILA, WA 98178 SITE DATA LOT SIZE: 5,000 SF. (0.11 ACRES) LOCATION CUT (CY) EX. EDGE OF PAVEMENT LEGAL DESCRIPTION LOT 23 -24 OF BLOCK 7 ALLENTOWN ADD HOUSE . 100 INFILTRATION TRENCH 3 FILE C !PY Permit No Piar review approval is subject to errors and omissions. Approval of construction documents does not auttorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is wedged: Date: City of Tukwila BUILDING DIVISION COLE 6muz _ a m EARTHWORK VOLUME ESTIMATES: F . g .7f Of " g� FILL (CY) 0 0 - NO and nP SEPARATE PE51AIT REQUIRED FOR: Land • Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658 -0125 F (206) 658-0127 .www.THECONCEPTGRP.com ' 'D E _re Mt:thank:al d Eiectilcal numbing ari Gas Pile City of Tukwila BUILDING 01VISiN CEMENT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT PROPOSED RESIDENCE INFILTRATION TRENCH NOTES: DRAIN LINES TO BE SEPERATE AND TIGHT, P ROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS ' NEEDED. DRAINAGE. DETAIL SECTION A-A ,i) et ---arils ': ! ,w* rw ref::::: tit. I:I der 1� ,6 0-4., Averivo ,,,,, ii -N, • 1 .., ;14 ,0, 7, - ; ,. 0 ... , .. 4 .1„... ,..., tr. SCALE: NONE 24" SCALE: NONE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorise violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B PVC DOWNSPOUT DRAIN LINE FINISH GRADE . ' , .PR•OVIOEf:12" MIN COVERAGE ' . .O DRAIN..WITH CLEAN 1 .1 /2 — 3/4 . ..WASHEP'ROCK .FILTER' FABRIC (MIR/ FI 100X OR EQUIVALENT) 4" PERFORATED PVC FOOTING DRAIN LINE COMPACTED BACKFILL INFILTRATION TRENCH DETAIL BACKFILL 6 ". RIGID PERFORATED PIPE LAID FLAT . WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC (MIRAFI 100X OR EQUIVALENT) • CLEAN 1 1 /2" — 3/4" WASHED ROCK DARSHAN JOURHA RESIDENCE 4814 - S. 124TH STREET TUKWILA, WA 98178 SITE PLAN CORRECTION LT R# — RECEIVED E' O ii F TsUKiVlLA FEB 1 9 2008 PEk► CENTE REFERENCE SHEET NO. SI SHEET I OF I SHEETS po* L41-1 ''i.,.sft ., 1.. . e. : k..�� �,��#�us�r ° t , s .:�"k? u�... -s}i �...,.�F . �;5" k.. k • r8 .7Y ....:.�i3'"�d :^F.•I ,yam ..� +. v�. a "F@ .,�,�y,.r f •� E. K.' "�.s a wl• ^`IN•F�' '�.�S , �SF+n�f�v' i wi4R'L� PIRA' P S {CAN, 1 ri.e. i e"serves All L Right To Mater Vol D i i O N � . Ap�R T sE UMBER OSi ANL7 PL:A L.�/ `' S f I F iN R Y' i . sT l r S � r� T � T. REE �?� 1N .RUG URE T TO G OI� RAGT� EGK AND ER OIL_ AND SLOPE G D( .I IOI� TO O T R G RANS DESIGN SMALL NOTIFIE D OF AN, T ANS DUE, TO:. GONPiTI ON 5 . ON S ITEII I,? 1 rAN .WM" ANP )0E;R Mg AIR - NrtGrL R!I WT. T EXCEED 8 Q`' O.G_ At 'G QLT YVASITi RS 5t - CALL 3 x3 . x1/4". 1LT ANGI QR p SALE- EMEND 3 !! MIN, A'V. � L SINEL MUPSil :S FOR WASI- ERS & .NUTS. INTE tOR POSE S C DRAWL ^ SF'A SI�IAI_L rtiwE 'I .Tom':. oTT f 6oNNE TI • ALL EOOTIN S @ RER METE CT 4 NPATION Sl`ALL .� �'{F {t I FD.. (U N.O ) 1 . RWLPAG TO HAVE. Ig ; x2;J MIN : RAV1� SPAG , LGG A,C;.24 : f ONG T ' SI Ada , fA S EMEI T:. To AV MIL L_AGtS VIS,. USED 1 I? OR Q 1L:�Er k GTOR TO - !/ERI1�Y N. & 17OO{2 ,NO ; P IOR TO GONSTRl1GTIQN c • ANY 11\i7ATION ENINSS TD pE MIN. I ." AWAY, FF:CM N f; 6 rA2ANGE FROM "SQIL TO: ,-,JOIST TO !e ", tiFFE.1 FLOOR FRAM' S PLAk Ak OQ{ uJIST TO `E I6 5• Tut ZIG? , SERIES f DC Le76416N • 00R.: . �i5R: 16 r: TOTAL.: X57 r N/A t - i- sA e: l� .ALL I � 4pERS TO •(2x/ , STI. P WALLS} • OR 4,-•:1•0 . Gi= #2 (2x4 STht . WALLS} ALL .,XT RICK .& Sri �!SE ` Al WILLS TO E �. x .. f�`aT SGT G` � GPIEGh AN VERil =1' ! . • DIMENSIONS ! PJC TO STR TIOa. • • h r LRS s PONN SPCUTS T O :�. . FR VIQEP AS " . • L w ' TS, :I ST EXTEND '.-3/ ." MIN. ,A'G\/ POt;LE OR SING E 1F "SILLS F.,. F. AN2 . NUTS. � FOR DOOMS TO..hAVE MAX. 7 3/4" STEP ' ITh . " r }L NP N;� PROVII2f. FIRE. STOPS Q ALL CONGEALD. GI��NIN ENGL PR. TO OWN OUT, IF NOT; SLIDINO I • TO: . S �; ETY G GS OG �" OIL " &ONG. GUS `TO PC O T GT . M WATER & URNfiGE_ FROM VE11 }GLES. SPLICE C P. TOP r ATE. 6 4 %elT,�TOR.S TO E INSTAI I FD IN . Ali, SLEEPING I ; is AT A 1'OiNT GENTRALL . I GATIrD IN A HALL A PROVIPf SLY 6 1 O &EPINS RtX 4 AL 16 WITI�fi DETEGTO; S ON 44_ ..O& S, 17 (2 T WIRED & iNTip35,NNETp `A// ATTERI' �AGK -UP 'ECG s RiGAI ►. ET & LIGHTIN LAYpUT PER O1 /NER SAS IN IN PRE f?VATI T T'ED Wa Op SHAD L f)E • R PIPP GALVANIZED, Th_ t s Shy :, of - Stabjest o rriminpI Proscutio. �5 OT 5 : PEP LA MA Imo. STAMP &:.: INSTALJ =ED & P T Ot AN S <. .. � . N t1� sus CRY tv . , � *; -r1RU O NOT T 1 1 P ;ALTEf2 D: PRIG4 ILPIC� `{. r !Tr► AFFR VAL c ENC?INEERENS Gloms .p `* r 01,411 rfiAVE GE51aN U1i C"AfLS & DR -� ON SfTi� FOR FIB!? INPI~GTION. S S..,p & �i� T . �` � •x . �;: � u.N �EAr �R * Pg:NIPE . sc EE lE� LO2SINf ? • 51PPORTs * ;SHADED �AlREAS = FRAME OVER *" • A _:. TRLSSES SMALL tE :r1 P MEAL ER' PRIOR TO P BINS WIN2 W() AREA INT�f�,IOR . 4fr.M 44> • • e •- • TH Th O N' THIS DRA�lINC�S ;SET. �L1ILDINC , FLANS As, INSTRL�MENTs :.OF SE V ICE ARE AND SHALL EM iN T1-1 PROPERTY fF CRANE :: DESIGN IN& THE PLANS . ARE GOPYRISt.-ITED'`, M ATERIAL, AND THEIR S „ { STRUTI USE ! L M ITED , TG �Tk •; GON .��I , ,OF ; CtNE .STRI4TURE WITIN . ONE YEAR OF PL ASE Y THE A { F. A PURGtt SE_ ONLY � , SPF.LI .lO. f)UILDIN . ANY ;.USE '`OF REUSE OF SAIP.:.15U1U2.1N, S PLANS IS ST{ IGLTY = FR MI ITED. WITttOUT T 1E ; WRITTEN . S S 1 { OFD- f 'VIOLATORS ,, ':. ON ORANE DE IC?N, . NG.' ` `VI�i1�A GR WILL E PR05EGUTED IN .FEDERAL COI; 2T; FOR , 'YRI T 1NFR1NSEMENT WITh '.FINES UP.:TO IOO,OOODO VIOLATORS` WILL PA`( r,ALL : ATTORNEY , FEES & -GOUT G05T5 • :WRi1, : > N 1ON'S :ON •T1EE PRAWIN S ShA rtAVE PRECEDENC ALE PI r1ET1 lON GONTRAGTOR S1^1AW: G111EGK &;` VERI1 =`,' AI.L DIMENSIONS AND CONDITIONS PERTAINING:, TO - . TtiE ,. PROEGT PR10R TQ PROGE€DINs TO_. TIME GONSTfth-T1ON . PHASE CRANE :DESIGN, 1NG "MUST S NOTIfl P ;OF ANY VARIATION 1 Olvt TI - DIMENaIC S _AND / . GONPITI N SI OWN ,DPI Tt1E ' Df2AYVINC ANY SkJOh VARIATION St TALL e _ RE ...VEI7 IC GRA 4 P stsN, ING FRIOR TO PROGEFDINS WITt( THE. WORK , Tt�E GONTRAGTOR SHALL•., AGGEPT FULL I SPE7NSI 'ILITY FOR COST TO REGTI =Y SAME :,W IN THE .EVENT AN LIAB IS 11uIf OS i7 Ol t'. GP:AINE SI�?N;. ING:I. OUR ,LIAPILITY } YatJ OR ANY THifD PARTY :SI tALI. NOT. EXCEED PRI C_; PA ID. 1 =OR. GRAN D PROPLV,T • • NOTE: ALL GALLOUTS, INFO, .:DETAILS A REGWENPATIONS : F IGFD Y TRISTA ENSINEI E INO Shut L SUI TI; tOSE PPO/IPED ICY CRANE pE INC. NIMENEE ENENEE RL L /.Z! dE9 ,9TY OF 1 B � 1 • -2007' E9 -9 'ii1 [ 06\91 ER DATE:: REV.: . ANE, i 5108, l c Reserves Al (, Leg Rights :Y NE 250, 50, A concrete encased grounding electrode n s required iii all new concrete footings T he electrode •shall consist; of at= least: 20 f eet of x /Z" o reinforcement b or #4 ` cop,p e r wir loca near the bottom of the building footin (N OTE: 20 foo ° rebar shall be o ne c ontinuous piece t along side any vYCy f r eba r a nd sh p rot r ude S " man. a bove top o foundation wall nea l oca ti on of p pan Gars ruc.t ion 6RANE.PESISN, Inc.. Reserves 'M I Legal Rights To Material On'This Sheet ACL WALLS PO S TS & PEAMS To `[-A �/i C l l GL& TO HAVE (2) l AVER : TYPE "X';.. sWP .:�, (TAPE & riNist1) 4 " SONG SLLA O 4„ 6 2r A ILL Sl LOP 1=LO6' 1= OR 1 PRA I NA C- PF.00P.ATI ' VE NI=FR ' The drawings and plans. set Forth on this sheet as: Instruments; of '.. service.: are and shat remain; the property or Crone. Design, Inc; Use of the drawings is limited - to a 5 pecifled. project : for named '; hereon, 'and for the_ construction of one building.?• Any use or, reuse of:`said' is strictly, prohibited without the written, permission of Crane Design,': Inc Written; dimensions. on this drawing , shall. have precedence over scaled dimensions.' Contractor shall- verify:, alt ,• dimensions ,and/or conditions pertaining to :the work• prior to proceeding to' the construction; phase,': Crane Design, Inc; must be notified:op. any variations : from .' -the - dimensions; and /or conditions shown on these drawings, and such variations -shall be- ;resolved. by Crane : Design, Inc, prior ,,to • proceeding with the. work, or the contractor shall. accept . full responsibilty for costs to rectify; sane. 1 tD o. 0 0 0 0 W xg „ 17F3L2 lQ V) 0 0 O lA CD ' Cl • C) 0 The drawings and plans set - forth:. on :this: sheet as instruments of.. service , ore,. and shall renalrj ; the proparty, of Crane Design, Inc, . Use of the is *hilted to a': spedfled protect for - ; persong named hereon, :.and for the construction of one' buildng Any use or reuse of 'said drawings Is strictly prohibited without the written permission of Crane Design, Inc Written dimensions= on this - ; drawing :shall have °: precedence -.over scaled dfnensfons.:; Contractor :shall .verify all. • dimensions andlor conditions pertaining to the work prior to proceeding to the' construction phase.' crane. Desian,: Inc oust. be notified: of an variations from The dimensions and /or conditions shown on these drowhs and. such :variations :shalt be resotved. by Crane .Design, Inc. prior. to proceeding with the work, or. :the contractor shall accept full responslbllty for costs' to rectify', same. rC� 1 f i 1�1t 1111 11111111 I ii ! ! : 111111111 7-- " 21 1 /2. ''21 •.. fiv- �.�^'_— n�a...r.ci?.aa:av;w�3 ..b�+.swrnWl`u.+. +J :: 'a�i�w�r.+. -3 r � f "`°�" ri 'r'+ �� �`?'K't"s: s ^- la, {aa'^E�s' � - ,.:Y'74': kc - x x.= a _• a2wia�n dssr4k — ' _...s ^_�•_�- .��wu "^^ .F ""<'�;�...Sw.0 r: . s. . . _ - r. _ ._ r. . :R °.�!+ � .a � . -w:rL � t - e 4 ; ., [: i 'r Y � Y;: f 3t°" -- F 3. Y f :�S ti iR 9a T T.,?' J +5�1 �. � ^� - _• - 3J k �"f r . . .. ii rsa � ..+-..: •H` - - -� n.. ., rb -1 'Yi ^ ...i' .��. .... - r.- i� -.:. ,. . :. - :;3, -..., -i iti . - z ... _.:.....� s .U- ;:.:�..,: }: 3 ,. . .� ,. _. . - CRANE, DESIGN. ,Inc. Reserves AI I Legal Rights To Material On This Sheet -5ub * GGNTRAGT OR 'ft: Ali Dimensions Sha! i Checked And Verified Prior or, Ta 6onst6c0on.., SIRPER TRUSS SIRPER- TR. - VERIFY W�RTTfG T RfJss PROFII`F , PROPER: GLEARA�G�S; NE1611TS ;& DIMEI�SI'ONS P{ZIOf� TO GD�lSTRUGrIQN & .VVIf�DOV�C PR[J AS� —3 5 ro:Reord 'r Pfans ST16A2 G7 _ , DATE : - • ATTIC F'kAN NlJMBER: CRANE 1 510 1 Inc.,Reserves Al I Lega f RI gets To Mater i aJ On This Sheet ;-- Subject ut�'ject T And T RU6s 0IRPER sysTE7i � "�� ► `!p� �► ' Tai' ;, ;'' 41111INABEIBMIEN GIRDER ATTI S IRDER TRUSS MI ='D MONO TRUSS EAG S PE : TO SIRPER TRUSS AROUND STAIR_ TRUSS :: MANLY. TO PROVIDE GAP OVER STAIR 2 2 : o. G. PRAS GIRDER _TRUSS W/550()Li5 , NGR IZ_ LOAD A l IrAGh :: TRUSS 1 S tARWALL PER. DETAIL U /TSE -2 r MT q , r(J' 1 DT: rO,PL N,,E: RECEIVE C rry OF TU AI a DEC 19 2007 DESIGN ,.Inc. • N62 1E: i.. Pi men srons Shall e Gnec'ked -i7775"'" Armin, Or irni na I Prosecua ion ,:: I F'p ATTIG ;TRU 2,4 „ O.G 'NALL ASV' a ' #SWe' Dili *i #iWINNI iii' iriffiri it i i Mit MN i &MAW"l►i��i � i �i���i�i �i���i���a�i���i #i�i�A�i�riWi f • or s i iftm�+!a•_ tvoi! vai!s! rom o iii r PitE AIN € .OIR.I 'IYIt Yt!v!Y � PLAN EXT WA M .W; :LS - Z ' STL175 ® :►6 "OL avER .R �r ATr INaLL w/ vApaR: ARRI�. ,. W/ "MIN 7/W A PA. ' RATm 4Tt11NC -r. ( N rci NRI & 5 1' ) 'ROTA ILJIN6 PAPER.,: l Lr fti -Wr.EN s I DINC� & N/ALL si T'YPk At .. laE WAu s 2 x POrr 4 0 • 2 x RIM JOIST ` r?r X slLL MATT; FE 7.51 f=GR lYfll Al FGt A TOM NOS NOT'!S I ' EXTERIOR WAL s TO itc ctJN iN =AGG DANCE NAME MIN 'PRO/isms -PER, • Zvo� 11f�lO ow THE PLAN '& AS i EP". i TES : cN' T: ,s3" 2 TEL WA1:5 TO m 2-x4 •cow rR,11GTION TYFC L EXGEFT 6 r- utylpiNe & SAR `SEPARATI I ,. A NO51NC NOT' L E THAN 19rrm) NOT MGPE TAN (Y4; • 32rrm) 5�`t1�1L . � F'R'O1liDE}] ON .` ST VAY - M1 - O RI ER 'THE eFFtAI E y S / 1T :N�I {y& P „ �� i G �r l e, -�^ NQ INC i'RO GTION Y rv6GRE }1-fAN STGEZfESF : INGU Jl7INCa TI"tl AT :> ThE LEVEL Ci=', F� OGRE "AIVI L.At�lP1N&S /E1 lN6 OF NO INC SHALL Nor EXCEED _Yi' NO lNC� ;:NOT :Ri«L�UIRER Wt1ERE TREAD DEPI! f5 I[ .1NGt € •07Jrtin MINIMLM - TsE ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 -8702 (425) 481 -6601 A FAX: 481 -6371 MARK SHEATHING r , fi "( 1i. { { ' tt* , fli J -) F. , ry '9 {. • y I' � a{{ p n• e c�:r ���`i�r 40491 iliV1X,,r1 'ji 1 1. REMARKS EXPIRES 03127/ ALLOWABLE SHEAR SW1 15/32" PLYW'D ONE SIDE project title: PLAN #080107 TSE #6389 MSTC40 sheet title: STRUCTURAL NOTES AND DETAILS 8d 0 4" o.c. revisions: A ca M NT 12/17/07 (2)2x HF STUD USE STHD10 AT NON - RIMJOIST LOCATIONS 350 plf SW3 15/32" PLYW'D ONE SIDE designer: CL drawn: CL checked: TLP date: 1 1 /20/07 scale: AS NOTED file: 6389 -1 sheet #: - 1 16d 3" o.c. SEE NOTE 5 S h 600 plf SW5 SHEARWALL SCHEDULE 1,2,3,4,6,7,8 MARK SHEATHING SHEATHING EDGE NAIUNG SHEARFLOW NAIUNG REMARKS TYPE ALLOWABLE SHEAR SW1 15/32" PLYW'D ONE SIDE 8d 0 6" O.C. 16d r, 8" O.C. T2 MSTC40 230 plf SW2 15/32" PLYW'D ONE SIDE 8d 0 4" o.c. 16d 0 5 1/2" o.c. (2)2x HF STUD USE STHD10 AT NON - RIMJOIST LOCATIONS 350 plf SW3 15/32" PLYW'D ONE SIDE 8d 0 3" o.c. 16d @ 4" o.c. SEE NOTE 5. USE ST1-1D14 AT NON - RIMJOIST LOCATIONS 450 plf SW4 15/32" PLYW'D ONE SIDE 8d ®2" o.c. 16d 3" o.c. SEE NOTE 5 NOT USED 600 plf SW5 15/32" PLYW'D EACH SIDE 8d r. 4" o.c. 16d 0 5 1/2" o.c. 2 ROWS SEE NOTE 5 NOT USED 700 plf SW6 15/32" PLYW'D EACH SIDE 8d 3" o 2 ROWS 16d ® 4" o.c. SEE NOTE 5. NOT USED 900 plf SW7 15/32" PLYW'D EACH SIDE 8d 0 2" o 16d 3' o.c. 2 ROWS SEE NOTE 5. 1200 plf HOLDOWN SCHEDULE MARK HOLDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMARKS TYPE NAILS /BOLTS H1 HPAHD22 (2)2x HF STUD 16 -16d T2 MSTC40 (2)2x HF STUD H2 STHDIORJ (2)2x HF STUD 28 -10d (2)2x HF STUD USE STHD10 AT NON - RIMJOIST LOCATIONS NOT USED H3 STHD14RJ (2)2x HF STUD 38 -10d USE ST1-1D14 AT NON - RIMJOIST LOCATIONS H4 PHD2 (2)2x HF STUD 10 -SDS 1/4 "x3" SCREWS SSTB16 NOT USED H5 PHD5 (2)2x HF STUD 14 -SDS 1/4 "x3" SCREWS SSTB20 NOT USED H6 PHD6 (2)2x HF STUD (U.N.O. ON PLAN) 1/4 xi SCREWS SSTB28 NOT USED H7 HDQ8 (2)2x DFL #2 24 -SDS SCR ""x3 SSTB28 NOT USED FLOOR TIE SCHEDULE MARK STRAP TIE (SIMPSON) WALL STUD REMARKS TYPE NAILS /BOLTS T1 LSTA36 2x HF STUD 8 -104 EACH END 5/8" dia. A.B. 16" o.c. T2 MSTC40 (2)2x HF STUD 14 -16d SINKER EACH END 2x SILL PLATE T3 MSTC52 (2)2x HF STUD 22 -16d SINKER EACH END NOT USED ANCHOR BOLT SCHEDULE MARK SILL PLATE ANCHOR SILL PLATE REMARKS AB1 5/8" dia. A.B. 0 32" o.c. 2x SILL PLATE AB2 5/8" dia. A.B. 16" o.c. 2x SILL PLATE AB3 5/8" dia. A.B. (i- ' 12" o.c. 2x SILL PLATE NOT USED AB4 5/8" dia. A.B. @ 8" o.c. 2x SILL PLATE NOT USED AB5 5/8" dia. A.B. 0 12" o.c. 3x SILL PLATE STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2006 EDITION (IBC '06), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live loads in accordance with IBC '06, table 1607.1) ROOF SNOW LOAD 25 PSF WIND: V3s= 85 mph / Exp B SEISMIC: SOIL SITE CLASS =D, Ss= 135%g, SDC =D FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '06, IBC '06 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 1904.2.1. REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '06 AND ACI -318. INTERSECTING CONCRETE WALLS & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON 4 6 "o.c. AT ALL EDGES AND 8d COMMON 0 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB - FLOORING) IS TO BE 5/8" MINIMUM SPAN RATED 16 "o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON ED 6" o.c. AT ALL EDGES AND AND 10d COMMOM ® 12 "o.c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC '06. METAL PLATES ARE TO BE 1080 APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '06 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE LINE WITH ONE (1) SIMPSON H1 HURRICANE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. METAL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD ARE TO HAVE A CORROSION PROTECTIVE COATING PER THE RECOMMENDATIONS OF THE PRESERVATIVE TREATED WOOD SUPPLIER AND THE METAL CONNECTOR MANUFACTURER. IF THE NEEDED INFORMATION IS NOT PROVIDED STAINLESS STEEL CONNECTORS ARE RECOMMENDED. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD TO BE HOT DIPPED GALVANIZED, PER IBC 2304.9.5 WOOD FRAMING: 2x LUMBER TO BE HF#2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF #3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d.) WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4' -0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC ", ' LPC ' , OR 'PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F -V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD I -BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMILLIAN. N.._ OT : 1.) ANCHOR BOLTS ARE 5/8" dia. 0 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO BE 3" x 3" x 1/4" THICK PLATE WASHERS 3.) ANCHOR BOLT TO BE LOCATED MORE THAN 4 -3/8" FROM CORNER & LESS THAN 12" FROM ENDS OF SILL PLATE. 4.) ANCHOR BOLT TO HAVE 7" MINIMUM EMBEDMENT. NOTES: 1. SCHEDULE IS BASED ON 2006INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS © 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 0 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAIUNG STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. FULL DEPTH BLOCK 2x6 BLOCK BETWEEN JOISTS AND NAIL w/ 10d 0 6" o.c. FROM BLOCK TO TOP PLATE DBL. TOP PLATE 10d 0 6' o.c. SHEARFLOW NAILING PER SHEARWALL SCHEDULE SUBFLOOR L BLOCK TO TOP PLATE: SW1, USE LTP4 0 24" o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12' o.c. SHEARWALL EDGE NAILING WALL PER PLAN PER PLAN OFFSET SHEARWALL DETAIL " = 1' -0' k SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAIUNG RIM JOIST to ID r r7 DRAINAGE PER LOCAL JURISDICTION 1"=1 SHEARWALL PER PLAN RIM JOIST SHEARWALL EDGE NAIUNG FRAMING DETAIL I � FLOOR SHEATHING it P.T. SILL PLATE w/ A.B. PER PLAN l' 1 ar • r #4 0 48' o.c. VERT. W /6" HOOK ATFTG. SHEARFLOW NAILING PER SHEARWALL SCHEDULE 2x6 STUDS 016' o.c. -0-- -FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) R30 INSULATION - #4 HORIZ. 010" o.c. 6 MIL VISQUEEN VAPOR BARRIER (BLACK) (2) #4 HORIZ. BOTTOM LTP4 0 SHEARWALL PER PLAN SHEARWALL EDGE NAILING PLATE TO RIM: 36' o.c. SHEARWALL EDGE NAILING RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAIUNG SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE FLOOR SHEATHING R30 INSULATION P.T. SILL PLATE w/ A.B. PER PLAN SHEARWALL FRAMING OPTION FLOOR JOIST ( JOISTS MAY BE PERPENDICULAR TO WALL) UPPER FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x6 STUD w/ 10d ® 3" o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL D TOP OF FOOTING V UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING 2x GWB NAILER WALL TOP PLATES FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL DETAIL SHEARWALL PER PLAN (SHTG NOT SHOWN FOR CLARITY) (2) 2x6 OR 4x6 HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN HOLDOWN DETAIL SYM. AB'T RIM JOIST CONCRETE FOOTING UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING RIM TO TOP PLATE SW1, USE LTP4 0 24" SW2, USE LTP4 0 16" SW3, USE LTP4 0 12" SW4, USE LTP4 61 10' MAIN FLOOR SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN #4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WAU_ #4 BENT AND EMBEDDED IN FOOTING f �T . WArrrr■MIAMMrar .MWAIM r o.c. o.c. o.c. UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING 2x GWB NAILER WALL TOP PLATES NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) 4x POST (TYP.) i PLATE II II I I +T + + + + 1 HO 5/8' CONCR AND #4 WITH 3x SILL CONTINUOUS HEADER (PER PLAN) SHEARWALL PER PLAN 4x POST (TYP.) LDOWN PER PLAN SHEARWALL DETAIL 3/4 " =i' -0" SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE UPPER FLOOR V WALL TOP PLATES GO 1' =1' -O' FASTEN SHEATHING TO HEADER WITH 3 ROWS 8d AT 3' O.C. STRAP 11E SIMPSON ST2215 W/ 20 -10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) Dia. ANCHOR BOLT AS SHOWN w/ 3x3x1/4" THICK PLATE WASHERS UPPER FLOOR SHEARWALL PER PLAN SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL ETE FOUNDATION WALL 4 AT 12' O.C. HORIZ. AT 12" O.C. VERTICAL 6" HOOK AT FOOTING FLOOR SHEATHING BLOCK TO BEAM SW1, USE LTP4 0 24" o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. RECE9v o CM( OF I UKWILA DEC 7 9 2007 ' I glo�ii t OEN I ER 07J-1 . TsE ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 -8702 (425) 481 -6601 A FAX: 481 -6371 T EXPIRES 1 1 � lii 4C 9I r, r lIT ° 03/27/ project title: PLAN #080107 TSE #6389 sheet title: STRUCTURAL DETAILS revisions: 1 = 12/1 7/07 designer: CL drawn: CL checked: TLP date: 1 1 /20/07 scale: AS NOTED file: 6389 -2 sheet S #: 1— 2 ____ WHERE "(2)LSTA" OR "MSTC " —.r TIS STRAPS ARE SPECIFIED USE DOUBLE STUDS TIE STRAP PER PLAN RIM JOIST EDGE NAILING 2x BLOC w/ (3) 10d TOE —NAILS SHEARWALL EDGE NAILING SHEARWALL PER PLAN MFG. ROOF TRUSS 8d ®6 "o.c. SHEARWALL EDGE NAILING GABLE END TRUSS 10d 4" o.c. 10d C' 4 o.c. 1 " =1' -0" ROOF SHEATHING SHEARWALL- EDGE NAILING SHEARWALL PER PLAN t SHEARWALL (SH'T'G NOT SHOWN FOR CLARITY) rrrrrrrirrrirsis WWMUMMMUIMMWSOMMI SHEARWALL USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD a w NOTE IF HEADER • INTERVENES, WRAP ¢ - AND NAIL STRAP TO w HEADER AND TIE .� HEADER AT EACH END TO WALL STUDS BELOW w/ (1) LSTA21 USE SHEARWALL EDGE NAIUNG FOR CONNECTION OF SHT'G TO EACH STUD TYPICAL FLOOR TIE DETAIL ROOF SHEATHING EDGE NAILING SHEARWALL EDGE NAILING USE SIMPSON H1 AT EACH TRUSS FRAMING DETAIL 1-=r-c" SYM. t or UPPER FLOOR SUB — FLOORING V LUS24 HANGER ROOF SHEATHING 8d © 6 o.c. 4x2 HF #2 FLAT OUTLOQKER AT 48 O.C. 2x6 GWB BACKING DOUBLE TOP PLATES (2) 10d NAILS TYPICAL DETAIL AT GABLE END 1 " =1 - 0 " 2x6 LEDGER w/ (2) 16d @ EACH STUD TWIST STRAP: SIMPSON TS18 O SHEARWALL PER PLAN FLOOR BEAM PER PLAN 2x6 HF BRACE ® 48" o.c. w/ (1) A23 ANGLE EACH END FLOOR JOIST PER PLAN mmearrr■wrrrirrrr UPPER FLOOR V FLOOR JOIST OFFSET FLOOR TIE DETAIL SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE (2) 10d NAILS OFFSET SHEARWALL PER PLAN SHEARWALL PER PLAN 2x BLOCK AT BRACE LOCATIONS ATTACH SHEATHING TO BLOCK WITH 8d AT 6" O.C. SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN STRAP PER PLAN (WRAP END OF STRAP AROUND FLOOR JOIST) SEE OFFSET SHEARWALL DETAIL FOR ALL OTHER COMMON NOTES AND SPECIFICATIONS �-- HEADER "x a IPA PP SHEARWALL PER PLAN (SHEATHING NOT SHOWN) TYPICAL WINDOW / OPENING ROOF SHEATHING EDGE NAILING 2 —PLY DRAG TRUSS PER PLAN 7 — ANGLE: 'A23' 0 12" o.c. LONG LEG OF ANGLE ON TRUSS DRAG TRUSS TO SHEARWALL CONN. 1-=r-c" GARAGE DOOR HEADER PER PLAN NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAIUNG TIE STRAP: SIMPSON LSTA24 w/ 10d NAILS CONTINUOUS STUDS CONTINUOUS KING STUDS 4x BLOCK (TYPICAL) WALL OPENING REINFORCEMENT AT SHEARWALL 1/2"=r-0" FLOOR TIE DETAIL (2) 2x STUDS SIMPSON TS18 (OR EQUAL) ON EACH SIDE OF BEAM SIMPSON MSTC28 RIM JOIST / HEADER /SPLICE DETAIL 1 " =1' -0" SHEARWALL PER PLAN STRAP PER PLAN BEAM PER PLAN 2x BLOCK SHEARWALL EDGE NAILING BEAM PER PLAN SIMPSON A35 (OR EQUAL) COLUMN PER PLAN ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFTER BEAMS SPICED AT C OF WALL PANEL LSTA24 STRAP (2) 2x STUDS SHEATH WALL AND NAIL WITH 8d AT 6 EDGE AND 12" O.C. FIELD BEAM TO WALL CONNECTION UPPER FLOOR D SIMPSON H1 AT EVERY TRUSS OR RAFTER (USE SIMPSON "LGr TIEDOWNS AT GIRDER AND HIP LOCATIONS) SHEARWALL TOP PER PLAN PLATES TYPICAL ROOF TO WALL CONNECTION GARAGE DOOR HEADER PER PLAN FLOOR TIE DETAIL SHEARWALL PER PLAN STRAP PER PLAN (WRAP END OF STRAP AROUND FLOOR BEAM) FLOOR BEAM PER PLAN NOTE: ATTACH FLOOR BEAM TO WALL WITH (2) TS20 TWIST STRAPS SIDE VIEW COLUMN PER PLAN MFG. TRUSS EDGE NAILING 2x BLOC w/ (3 10d TOE — LS SHEARWALL EDGE NAILING SHEARWALL PER PLAN ROOF SHEATHING IRDER TRUSS ATTACH ROOF SH'T'G TO TRUSS w/ 8d 0 6 "o.c. SIMPSON LSTA36 ATTACHED TO WALL TOP PLATES w /1Od NAILS AND TO TRUSS BOTTOM CHORD w/ 10d x 1 -1/2 NAILS DRAG TRUSS DETAIL AT BUMPOUT WALL PER PLAN 2x STUD 016 "o.c. #4 0 10" o.c. HORIZ. 4" CONC. SLAB OVER 4 GRAVEL FILL W/ 6x6 W2.1 x W2.1 W.W.M. IN SLAB (2) #4 HORIZ. C 4" 8" 4 DRAINAGE PER U LOCAL JURISDICTION FOUNDATION DETAIL AT GARAGE SHEARWALL EDGE NAILING (WHERE SHEARWALLS OCCUR) 1 " =1' -0" ROOF SHEATHING EDGE NAIUNG SHEARWALL EDGE NAIUNG USE SIMPSON H1 AT EACH TRUSS LUS24 HANGER FRAMING DETAIL FLOOR BEAM PER PLAN C D) F RAMING DETAIL 2x6 LEDGER w/ EACH 16d SHEARWALL PER PLAN MSTC28 it T OP PLATES LSTA24 PER PLAN STRAP bo7%. 1-171 SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR JOIST PER PLAN HEADER PER PLAN COLUMN PER PLAN FOUNDATION DETAIL CE VED UEC 1 9 2007 I �bv�r C.:6I ER -::CRANE DESIGN, inc. fk 1:001 Rights To Moterieit 0