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Permit D06-100 - Prasher Residence - New House
PRASHER RESIDENCE 14202 53 AV S D06 -100 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0761000046 Address: 14202 53 AV S TUKW Suite No: Tenant: Name: PRASHER RESIDENCE Address: 14202 53 AV 5, TUKWILA WA Owner: Name: 3EENE RAYMOND W +30Y A Address: 1931 E MASON LAKE DR W, GRAPEVIEW WA Contact Person: Name: VIJAY K. PRASHER Address: 22343 NE 101 PL, REDMOND WA Contractor: Name: SANTOSH CONSTRUCTION LLC Address: 16101 REDMOND WY, REDMOND WA Contractor License No: SANTOCL941)Q Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doe: Devperm DEVELOPMENT PERMIT Water Main Extension: N Private: Public: Water Meter: Y Permit Number: D06 -100 Issue Date: 05/24/2006 Permit Expires On: 11/20/2006 Phone: Phone: 425 802 -3666 Phone: 425 802 -3666 Expiration Date:04 /18/2008 DESCRIPTION OF WORK: CONSTRUCTION OF 3584 SF SINGLE FAMILY RESIDENCE WITH 440 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: Water, Sewer, Splash blocks, Grading. Pavement and shoulder cut and pavement restoration In 53rd Av S. Value of Construction: $330,538.72 Fees Collected: $14,971.47 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: V -B Occupancy per UBC: 22 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage* N Street Use: Y Profit: N Non - Profit: N D06 -100 Printed: 05 -24 -2006 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** 006 -100 Printed: 05 -24 -2006 Permit Center Authorized Signature: I hereby certify that I have read an. rmit and know the same to be true and correct. All provisions of law and ordinances governing this work will 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. Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Of ie4rk ant, VO-1 IC f rp -cfri MV // 1A : mi this pe mp with, whether specified herein or not. Date: IS12tri bit, Date: S . 0 29 ' a, 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. D06 -100 Printed: 05-24-2006 Parcel No.: 0761000046 Address: 14202 53 AV S TUKW Suite No: Tenant: PRASHER RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Conditions City (It-Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us PERMIT CONDITIONS Steven M Mullet, Mayor Steve Lancaster, Director Permit Number: D06-100 Status: ISSUED Applied Date: 03/24/2006 Issue Date: 05/24/2006 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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 13: 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. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. D06 -100 Printed: 05 -24 -2006 City cr'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Steven M. Mullet, Mayor Steve Lancaster, Director 15: 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. 16: All plumbing and gas piping work shall be Inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 18: 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. 20: 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. 21: Temporary erosion control measures shall be Implemented as the first order of business to prevent sedimentation off -site or Into existing drainage facilities. 22: 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. 23: 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. 24: 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. 25: Any material spilled onto any street shall be cleaned up immediately. 26: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 27: 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. 28: ** *FIRE DEPARTMENT CONDITIONS * ** 29: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 30: New and existing buildings shall have approved address numbers, building numbers or approved building Identification doc: Conditions D06 -100 Printed: 05-24-2006 31: Adequate ground ladder access to rescue windows shall be provided. doc: Conditions City didTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site. ci.tukwila.wa.us * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director 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) 32: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 006 -100 Printed: 05 -24 -2006 Cityr'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. )&00 Signature: p ,� Print Name: N[�J p i IC. 1 K-4 S 11 ui doc: Conditions Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances other work or local laws Date: -Cr QU ‘ orc D06 -100 Printed: 05 -24 -2006 Parcel No.: 0761000046 Address: 14202 53 AV S TUKW Suite No: TOTAL WATER FEES: $5,248.00 doe: PWWATER City ofjTukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCTION OF 3584 SF SINGLE FAMILY RESIDENCE WITH 440 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: 3/4" Water Meter, Sewer, Splash blocks, Grading. Pavement and shoulder cut and pavement restoration in 53rd Av S. METER #1 Work Order Number: 5204k06 Steven M. Mullet, Mayor James F. Morrow, P.E., Director Permit Number: D06-100 Issue Date: 05/24/2006 Permit Expires On: 07/08/2007 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $4,648.00 $0.00 $0.00 D06-100 Printed: 01- 24-2007 Company Name: Mailing Address: I SITE LOCATION Site Address: Tenant Name: , 49' Company Name: Mailing Address: CITY OF TUKWILA4 Community DevelopmentWpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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** Property Owners Name: .SURF FTA .Q Q -u Mailing Address: 4en 4 3 Y V F- t o L pEvtyv,t] too_ Cit Name: N(/ jay X ipP-Che-g • Mailing Address: E -Mail Address: pis \ se V t 7Prt ( FOL. CO r" 1 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back p Company Name: s-'" l o WA IA' Mailing Address: (4 \ ' \ \AS -M ,* U Contact Person: E -Mail Address: Contact Person: 4f: . e u C A4 C V ) A C E -Mail Address: q:etvait. *he * .flpmni application (74004) /levied: aws as Page I Building Pcrm N o.` Mechanical Permit N Public Works Permit Project NO King Co Assessor's Tax No.: Suite Number: Day Telephone: :nr2 g464: fly Fax Number: OW /On O0 Floor: New Tenant: ❑ .... Yes ❑ ..No uat ♦a a A Contact Person: V1 1F _ \ Mme. Day Telephone: v,aS r toe. T E -Mail Address: 49 A Kr EyC \\ f j �, , J ° A-ol . c r-' Fax Number: -� • tic # 3' s2 Contractor Registration Number: 1 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance•' 4 ARCHITECT OFRECORD —All plans must be wet stamped by Architect of Record' Day Telephone: c qq ( 9 Fax Number. ENGINEER OF RECORD —All plans must be wet stamped by Engineer of Record /¢245 6" fl-C Avf=rr S, r'Mwrx. vwA ?S /6 State Zip Day Telephone: /Zoe) 242 —766 r Fax Number: 519 1.1 E Car Valuation of Project (contractor's bid price): $ / .57 Soo Existing Building Valuation: $ Scope of Work (please provide detailed information): a. )P, h 1 t t - jn t { '— Will there be new rack storage? ❑ ..Yes .. No If "yes ", see Handout No. for requirements. q: \\penaua pS\ia changeskpenoit application (7-2004) Revised' 64-0s Ni Provide MI Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks ova 16 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): ell C S461 Floor area of principal dwelling* Floor area for accessory dwelling: *Provide documentation thatl hows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 9 Compact: Handicap: Will there be a change in use? ❑ ....Yes ".No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm 2None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes o If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material - afro. Data Sheets. Page 2 PIJBLICW¢RICS PERMIT INFORMATION -,206- 433 -0179 A — r Scope of Work (please provide detailed information): Water District 12 .Tukwila 0... Water District #125 ❑ ...Water Availability Provided kwwggr,Distrid !Ur: .Tukwila 0... ValVue ❑ .. Renton ❑...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. &brained with Application (mark boxes which apply): Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑...Right -of -way Use - Nonprofit for less than 72 hours Rightof -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance C ,...Construction/Excavation/Fill - Right-of-way l/ � Non Right -of -way t V ❑ ...Total Cut ❑...Total Fill 5 4 SD Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ...Permanent Water Meter Size... ; ❑ ... Temporary Water Meter Size.. ❑...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public _ q:upamia Nom d uams\pamY.ppliruioo (r - 2004 ) aewe& s.sos b cubic yards cubic yards Please refer to Public Works Bulletin 01 for fees and estimate sheet. 0. ❑. ❑. ❑• Call before you Dig: 1400- 424-5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WON WON WON Private Private Page 3 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Renton ❑ .. Geotechnical Report ❑...Tra ftc Impact Analysis ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation j]/Lhility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line kWater CY.Sewer Monthly Service Billing to: P1D Name: SL- /M1 /Vr' "V Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑...Sewage Treatment it .5 � riklizar city b ay Telephone: t .SS r 64 e Day Telephone: State Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor:. Qty Furnace <IOOK V /z i Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Pumace>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic _ Emergency Generator Air Handling Unit <10,000 CFM Incinerator — ComnJind Other Mechanical Equipment MECHANICAL PERMIT lk'alh iA,nON - 206 431 MECHANICAL CONTRACTOR INFORMATION Company Name: 6 Y Q_f N 4 H Mailing Address: 1.4 \ S - / 3 ( ft - tQ Kt► +w_t� `KY State Zip Contact Person: OV\VV7l, Day Telephoner b6r 48 -3-9 f� E -Mail Address: Fax Number: Contractor Registration Number: ? $t F43N Jl � q7-) t 9 Expiration Date: I r5� l p2 `1 / O `a **An original or notarized copy o current Washington State Contractor License must be presented at the tmtb of pe it issuance ** )-0O _ up Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: Commercial: Fuel Tvoe: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION MOTES `App - IJ. ble to 01 permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:- )q— S(4lpRap, QrG,Cher Print Name: C 4 1�� r ( s /l fii 4'L v t / P Mailing Address: � 3 �� �y ) Fi . la L New .... E' Replacement ❑ New .... ❑ Replacement ❑ Electric ❑ Gas .... Other: Date Application Expires; gol • 21-I do Date ApplicationAccepted: q:11permiti pS\kc ameeepenirrit aypiicatioa (74004( Revised: 6I -05 Page 4 city Date: 09z /ifi Day Telephone: lx,pr ci use State Staff Initials: QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for I 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for l 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 d TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 1'(614W I(l &V1ce PERMIT # M(0 — I DO If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization SA0 Erosion prevention ©0 Water /Sewer /Surface Water /5-0° Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume cubic yards SD cubic yards Enter total fill volume Use the following table to estimate the grading plan review an'' permit fee. Use the greater of the excavation and 'fill volumes. Qj0O Sa- S $ ca — S D ( GRADING Plan Review and Permit Fees $ (5) TOTAL PLAN REVIEW AM) APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ R02 — C ) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 $250 (1) RECEIVED CITY OFTUKWILA MAR 2 4 2006 PERMIT CENTER DOEr-t QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the l 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 6. Permit Issuance/Inspection Fee (B+C +D) 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2006 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (6) $ (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.012006 - 1231.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN 3'aRMIT IS ISSUED (6 +7+8+9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" $300 $1,000 Temporary Meter 3 Parcel No.: 0761000046 Address: 14202 53 AV S TUKW Suite No: Applicant: PRASHER RESIDENCE Payee: SANTOSH CONSTRUCTION LLC ACCOUNT ITEM LIST: Description BONDS /DEPOSITS 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.cttukwila.wa.us RECEIPT Receipt No.: R07 -01775 Payment Amount: $8,916.00 Initials: LAW Payment Date: 08/22/2007 04:08 PM User ID: 1632 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 5322 8,916.00 Account Code Current Pmts 000/386.908 8,916.00 Permit Number: D06 -100 Status: FINAL Applied Date: 03/24/2006 Issue Date: 05/24/2006 Total: $8,916.00 1964 08/23 9710 TOTAL 8916.00 doe: Receipt -06 Printed: 08 -22 -2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R06 -00806 Initials: User ID: Payee: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0761000046 14202 53 AV S TUKW PRASHER RESIDENCE 3EM 1165 SANTOSH CONSTRUCTION, LLC TRANSACTION LIST: Type Method Description Payment Check 5029 ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW ADDL PLAN REVIEW PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000/322.100 401/386.550 000/345.830 000/345.830 000/342.400 000/345.830 000/344.101 000/342.400 000/345.830 000/386.904 104.367.120 401/379.002 401/342.400 401/386.520 401/343.405 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: 12,825.64 Payment Date: 06/06/2006 12:27 PM Balance: $0.00 Amount 12,825.64 Account Code Current Pmts 2,835.12 4,648.00 10.00 185.56 37.00 23.50 1,775.00 742.25 689.25 4.50 1,285.46 60.00 15.00 490.00 25.00 Total: 12,825.64 D06 -100 ISSUED 03/24/2006 05/24/2006 6124 06/06 9716 TOTAL 13001.20 doc: Receipt Printed: 06 -06 -2006 RECEIPT NO: R06 -00396 SET RECEIPT Initials: JEM Payment Date: 03/24/2006 User ID: 1165 Total Payment: 2,182.22 Payee: SANTOSH CONSTRUCTION, LLC SET ID: S000000458 SET TRANSACTIONS: Set Member D06 -100 M06 -057 TOTAL: Amount 2,145.83 36.39 2,182.22 TRANSACTION LIST: Type Method Description SET NAME: Tmp set/Initialized Activities Amount Payment Check 5011 2,182.22 TOTAL: 2,182.22 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/345.830 1,879.22 000/322.100 250.00 000/345.830 53.00 TOTAL: 2,182.22 3910 03/27 9716 TOTAL 2182.22 RECEIPT Parcel No.: 0761000046 Permit Number: D06 -100 Address: 14202 53 AV S TUKW Status: ISSUED Suite No: Applied Date: 03/24/2006 Applicant: PRASHER RESIDENCE Issue Date: 05/24/2006 Receipt No.: R07 -00143 Payment Amount: $735.00 Initials: LAW Payment Date: 01/31/2007 02:32 PM User ID: 1632 Balance: $0.00 Payee: SANTOSH CONSTRUCTION LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5189 735.00 ACCOUNT ITEM LIST: Description BONDS /DEPOSITS Account Code Current Pmts 000/386.908 735.00 Total: $735.00 415 02/01 9716 TOTAL 735-00 doc: Receipt -06 Printed: 01 -31 -2007 Return Address: Document Title(s): Conveyance of Public Improvements Parties: Other: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Prasher Viiav K Last First Initial Company Name (if business) 22343 NE 101" Place Address MIL LIHMI 20070508000840 CITY OF TWIRL MISC 36.16 PACE0O1 OF 865 115,96/2007 0 COUNTY, Redmond WA 98053 City State Zip Legal Description: 101 Beres A G Add to Tukwila Assessor's Property Tax ParcelfAccount Number(s): 076100 -0046 B Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: Vijay K. Prasher 22343 NE 101°` Place Redmond, WA 98053 Grantee/Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D06 -100 Section/Township /Range: SW 14 23 4 Assessor's Tax Parcel Number(s): 076100 -0046 Property Address: 14202 53 Avenue South, Tukwila Property Legal Description (abbreviated): 101 Bergs A G Add to Tukwila Page / of y The Grantor, Vijay K Prasher, conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY : Twenty (20) feet of 1 -inch type K copper pipe, one (1) each - % inch water meter box with % inch check valve and angle stop, one (1) water tap service, one (1) eight inch saddle, one (1) 1" corp. stop, and all appurtenances. ENGINEERING COSTS: $ 500.00 CONSTRUCTION COSTS: $ 3,500.00 TOTAL: $ 4,000.00 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page c2 of situated in King County, State of Washington. DATED this Sy 't day of Oa ry STATE OF WASHINGTON COUNTY OF KING 200 7 . _` %%%%%%%%%%%%% e.A. g % : '' G .E4 4 ( y Nom•. puBL%0 ; 02 1e.os: . o ' ''''hOF WA9.4\t` ." -: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS , 200 T" GRANTOR: 9AN i oS31 Co r-).1 LLC By: ) ss. Qx9- (signature) \/A Pry Lrhrl tit if .sh (print name (title) Re0,io On this 3041 day of . ahuary , 200 7 , before me personally appeared V - ayKaina' PrasAer , to me known to be the President of San fosh Construction, LIZ , a Washington corporation, that executed the within and 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 he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this SOts, day of January Type /Print Name Mite #4 . Deacy Notary Public in and for the State of Washington residing at Renivn My Commission expires 6 -/6 -08 Page of 9 DEPARTMENTAL APPROVAL: es F. Morrow, �� Public Works Director RECEIVED FOR FILING: Ja tCantu, City Clerk ACCEPTED AND APPROVED for the City of Tukwila this ' day of 2001, By: CITY OF TUKWILA even M. Mullet, Mayor JV‘Vv s DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page LI of 1 Project nLt4)R A Type of Inspection: prior to approval. Address ,70 53 ape S Date Called: i f / I o 1 Special Instructions: �� CPI )ai9 -6'— Date Wanted: l /(' (( "l /U 7 a.m. p.m. Reon ( L LIJ-€A 0 4 WA( Phone No: ■ Inspector: INSPECTION RECORD Retain a copy with permit ,906 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. (,J'° I Dat�: , (,y6 � Y $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 121o1 o i Ca Jo, T oft". 14 II- o7 ?1e4 W (.r ' A (CJ tAr ntpJ let 16-107 W fat cam. -p2 DA c " Inspector: INSPECTION RECORD Retain a copy with permit ,906 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. (,J'° I Dat�: , (,y6 � Y $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project') ti /Ili Type of Inspection: N. X/ Address: i w z- .5`3, ,4 Date Called: Special Instructions: Date Wanted: 2--6"---- � Requester: Phone No: 3a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 006--iao Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 04- m 17 $58.0 • EINSPECTION FE t EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: 1- R R($ Type of Inspection: r =,,,niAi Address: I I / 20 ? i 3 A 5 Date Called: Special Instructions: Date Wanted: a Requester: Phone No: '1.2 5 — 6 0 2 - 34.,6 G INSPECT I r N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: /) /T> -'e-t /4jh brat fr 7/) w,/ c< / Q'L.. S 1 "`.r /6 4! -cam j'' '%'A trio Date:^ 7 Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ss s dd Project/) At codes. 0Corrections required prior to approval. Type of Inspection: of ,/ (, ��JJ �,K„� Addres • 1Lf2. Slid 4 D ate Called: i /10 /Cio Special Instructions: I/ 4 7 .0 w ale )-) w—r-,_ / Date Wanted: ' '„ a / a.m. p m Reques.7r # YIAUcI- Phone No: Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: l? ) (�i u cnk— v I� 00 OA Q cr,--41\ I/ 4 7 .0 w ale )-) w—r-,_ 1h i (' dam] ( gUt (IA.j4 -R�,t- 6 w ems. u INSPECTION RECORD Retain a copy with permit Dar 100 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: cidU Date: t h ? fl $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: IDate: COMMENTS: h a h r SR5 .9i r15 riit+vv1 ai v :) / In L raid/spec .P . Addr ss: N2z - s3 4 co 2 ) Con .r,r/'90r Sr/4 /ern.., fo 74,20 blo '/ i s4 , 91<. 0 /l///se I 4 40 T�X°d X:— P rli Hy a.m. V f�ociri«i Eno/ Requester: 4) RI /? %4rb F7h7 Phone No: Project: ��4 sZ�ti Type of Inspection: I 7eV r )7%/ Addr ss: N2z - s3 4 co Date Called: Special Instructions: Date Wanted: 2--.70-07 a.m. e Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -367(0 0 Approved per applicable codes. Corrections required prior to approval. rl $58.00 R PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project ,e S e A i _ T yg��? of Inspec ion: fit' nod / � c /... 4. !-� Address: ��: 't P —S3 4, C Date lead . Special Instructions: Date Wanted: �7J a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 20•)43 -367 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 Inspector: . • Date% El $58.00 REI. •ECTION FEE REQUIRED. Prior to inspection, fee must be paid at • r r Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: D Project Ht11 Type of Inspection: z'2 c %� �z4,.✓) _ Addres : /� '92a Date Called: _57 Special Instructions: date Wante a . Requester: Phone No: yZc =z -. 346 INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Li Corrections required prior to approval. COMMENTS: JDate:/ rw II $58.00 REIN9PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall to sechedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit (206)431-36 Project: ? - nn sl 0r Type of Inspection:, no h nal. COMMENTS: Address: ��� 02 Date Called: 01 / 30 Special s tructions: Date Wanted: D/�3/ /G7 m p.m� Requester: i 7 iirshr Phone No: Yl3 ?-3646. 'li41 c A ' A ei /2"-eital pt Approved per applicable codes. IlCorrections required prior to approval. COMMENTS: / Z % i 7 J,4 4, j 6 we24 i/3 al s 7 1 4.4 6 0v-e 'li41 c A ' A ei /2"-eital pt c to 5 va7 ii . le-cii 61t) O-u* S' r 57 xs WM C( Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 PERMIT NO. Date: t I / / Win $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: Project, Type of Inspection: D AA p l Address: I ct 2ti?, si,a GI-PS Date Called: . I) Z 3 /d 7 Special Instructions: Date Wanted: / 22'1 /a 7 / a.m. p.m. kequeste�: Phone No: LS GZ 3c 6 6 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - 9J6 - I CJ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Corrections required prior to approval. COMMENTS: 1101 pet fin at, upplEA '0,441 GJb Inspector: (Date: l /l /r,7 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: !Date: COMMENTS: Type of Inspection: /A/!►1/ r /07 A / L i fddl ma Jr t 1� on 5 '� in) 4 AAA w/ /� r n p /c ref 77 fir ,( cr � AJ� i ,lJ oc I �' y fy " a1.� A f ft my 4 „ 3 - � y , . s f"., A r4o ' ; to af Flan Lt mt,7 ref-Gtn a..:,/, ft / Ay2 d d Proj ct: (� ,, - /�/l Type of Inspection: /A/!►1/ Address: /quiz it,re S Date Called: � �o ? s: Special Instructions: Date Wanted: / a.m. X U7 P.m. Requester: '/ � / ,`,'r^'2,Y /'t L'_ Phone y21 et- 3 606 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Inspector: 0 Corrections required prior to approval. £4 !Date: v02 2 In $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: • Project: fl 10.5her Type of Inspection: s LA. Address: i Vi O S37x3 Date Called: 0)/ Special Instructions: 0 I) I � �v `�� �> 11 ° / �.(]'w W0 rr- Date Wanted: U) / Ok / O/ a Requeste o L (tom/ /S PhoneN u u tee INSPECTION RECORD Retain a copy with permit Do - 10 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /q /0 "Ie'LL44, .„1 r f j1Jo�fi1.�Q"e/ T. i Ceti t o— S c I s v V r.nPo m o �,<. (,fir 1`n - 't 5 Alf -i n+ *.n j /uitiiiJ 1) 40,4 ti IAJ w�I. G fr ti1ll ►M C .. fa, S ¶ -PA. cl� c c- ut on. c -e S.9-t,r2A 1 a.vv. • (Receipt No.: 9/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Prpject: � J �n Type of Inspection: 5G Ad psi Address ,53Q ,ti, 1.1c.d. Special Instructions: Date Wanted: a.m. ti /L1 / at P.m. Requester: Phone No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 B8 (206)431 -3670 INSPECTION NO. ID Approved per applicable codes. SU COMMENTS: 11/nk oK s w' c, c t • l Inspector: INSPECTION RECORD Retain a copy with permit Dtgo Corrections required prior to approval. r ate. .1 f t7/Ok $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: !Date: Project: ,) bra Type of Inspection: A Address: Address:, cZ4de-I Date Called: 1 0 /l / (0 Special Instructions: r 10/), be cc srtc {rrr✓, 1 / 'a ei A, *o nor ypM Date Wanted: 10)0M p.m. Reques er: r - Pousheif Pho No 5'ae) ua -34,6 co vi LA INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. COMMENTS: /o4ifo »/ v-C RA- tan G,4 /JiufdSA-/ o% 7v 111/2, , Inspector: sA/ pi $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: o PERMIT NO. El Corrections required prior to approval. Date: /q/7/Do Project: /` � S�i�.t Type of In pection: V "fa A 4-7:7 Address ' h 'Q ` C— R� Date ailed Special Instructions: Date Wanted: —z7- a.m. 2,6 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date' c Z -6.4 17 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: A )4 t 4 l.L In cyn: Typ of spe ' p �03 /1-.09 r. /.. C . Address: / s? Ar. Date Called: Special Instructions: . Date Wanted: 9 — CZ . a.m. rte' Requester: Phone No: INSPECTION N INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: S- /-Q f a", 7 -� sic; ,Me4'�' ' -'T'L "LL' Approved per applicable codes. 1 $58.00 REINSPECTION Ft REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: (2s6)431- Corrections required prior to approval. Project: // ii 2! C Nles Type Inspection: - / o � f / l O? _ .Cl Ss_ c e.4. Address: /`/ d 2 -, f /to Date Called: ( 2-? -lam Special Instructions: Date Wanted: p.m Requester: Phone No: it 5 - 3000 INSPECTION RECORD Retain a copy with permit INSPECTION.lk7. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PER NO (2 b 6)431-36 Corrections required prior to approval. / COMMENTS: 1 /7 C4 , .. . ri $58.00 REINSPECTION (EE REQUIRED. Prior to inspection, fee must be L_, paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R No.: Date: Proiect: VDAS NF2. ' S Type of In p ction: Iioo Date Called: Address: 1 42oz 53 AO Special Inftructions: Date Wanted: am. q - IS -off Requester: Phone No: /- 4 25 86?-3 64(. 2 tz ved per applicable code INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Corr ions required prior to approval. �YDVic�� L cL 1 vp b LA. Sl 4e - kt rtC Pro v`1c lYVVI^c A44-) < r 1ce n r a r o(,1/4. 4101 (..Pe_ re) n en_ v Inspector: ' Date: £roc t PERM (206 NO. =367 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Prptect: t /Y_"•v^\ Type of Inspection: so Address: f Itg1.ut A 9 A O W , S Date Called: 9 I (1 face 'i" 0t .. - rh QB lyfr1 Special Instructions: Date Wanted 5 I (1- - Wo C. a.m. p.m. Reques Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c3J114a 1 1 (& Crn '- p�wc4 fA -3"sn- $3. C. CJIM.v� r4 t-T t 1v.0.4 -t v UA c0 i. « (I%,44," t 'i" 0t .. - rh QB lyfr1 O,J► Icxe 45)v\f& 'f` t AWw to A-4,4 't W\ ( C/14.....1/4-4..-1 I N - P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: INSPECTION RECORD Retain a copy with permit o — la) PERMIT NO. Q 1/4) rate. / I \ /44- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Protect: 1 ms /GPs, Type of Inspection: r. 4) / /6 en- Address: /L/Lo .5 AaS Date Called: Special Instructions: Date Wanted: 8 3i — OG a.m. Requester: Phone No: Y2 5 —go z - 3C-GC INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 = : - -" (206)431 -36 proved per applicable codes. El Corrections required prior to approval. COMMENTS: 62047914 At/vtit rate: 6 —�` / "/' 0 $58.0 REINSPECTION Ft REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: l rfre> NO -a/ Type of Inspect / �y bO)- /' it Zen" " 4 Ad,rp ;s Z I r7 Date Called: Special Instructions: � 663 627 -- � Date Wanted: (rm. Requester: Phone N,: Ej Approved per applicable codes. INSPECTION RECOR[i Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: fr y rections required prior to approval. $ I&.00 REIySPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 63 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: Project: an me 5414_ Type of Inspection: r , 02 1 a /I x4 , Address: 1'12J-27n473 4, 5 Date Called: Special Instructions: Date Wanted J '7 �_�/7/ .rr e l� �vt , P.m. Requester: Phone No: k—s It/IApproved per applicable codes. 0Corrections required prior to approval. COMMENTS: • / ? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Date: n� d _ "Ct, ❑ $5t 60 REIN TION FEE REQUIRED. Prior to inspection, fee must be paid at 63 r ' Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: Pro t: 4)e. s • Type of Inspection: 4./4 . Address: /9202 fl 4.' s Date Called: Special Instructions: Date Wanted: a.m p.m. Requester: Phone No: - 15L oved per applicable codes. Corrections required prior to approval. COMMENTS: 0 AinC : .=WI Pv A - yew re-6,,, ", 4) /) .6 e Afeelig 6 »4.- /...1.1/16ainie 1,5 ...`i 6-1,07 dee / ?even "-a-4 ;1,s I D fess -1-4.a) -1._ (milli"- y •, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-367 tit" r: ez d a s larys'"'" .4.414.0 e REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. {Receipt No.: 'Date: Pt: roec j,2 , aSift ,I? es _ Type of Inspection: . -- \ /?Oot .%/vS Address: /4'z (72 - 4i/ S Date Called: Special Instructions: Date Wanted: lial=r v v -aC Requester: Phone No: qz ffo,- z /G INSPECTI•N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: / fAJ4 MP -Mr) r�1 A ✓ .ar r, l sr ®O Li . j2 Y - !} it n spect Oat) z 41_6 58.00 REINSPECTI•N FEE REQUIR '. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Pr�p /'1.f"Q $ 8 Type of Inspection: res .0 /i✓s '22vS Address; O � 5j 9v S Date Called: Special Instthctions: Date Wanted: �- 2 y d 6. p.m. Requester: Phone No: 1f� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Na g,4 n!-/ --2 ws�l�.►� , ,L ._, 744-9 Approved per applicable codes. (Receipt No.: (Date: INSPECTION NO. INSPECTION RECORD Retain a copy, with permit (206)431 -3670 S .Corrections required prior to approval. .7 f (Date V-7141 .00 REINSFECTION FEE EQUIRED. to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: { / 1 155.4 4 Type of Inspection: � r ham Address : N2,92---53 hA, Date Cal ed: ��JJ S Special Instru - Date Wanted:,, ^. ( " 6: 45g. G Requester .(f�/i� Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 • )431 -3 S7 IXIApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ri $58.00 INSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 'Receipt No.: 'Date: Projec ! 4_ /_( /I required prior to approval. Type o In pec ion: \, Address: ` �� 3 4 Date Called: _ r' - / 1 14, `, / Csj 4 3 :�_ , oh/fit M - ,� Specia Instructions: \r ti) , at /0, .4A 4® ritei.e4 Date Wan / / a. ' equest-r: Phone No: Inspector' ai t ti A 4e7.. Date: � - 7, - Approved per applicable codes. t/� I Corrections required prior to approval. T C COMMENTS: i ) r S / � y ' 4 ,,'C( „ l U , f-,,... 'i1 -', /zit/ � / r e r [ d 4Ut.-'C - s /. //� ( / %2/r /9✓ 2i7 p ' // a // s/r �/ Ant.) _ r' - / 1 14, `, / Csj 4 3 :�_ , oh/fit M - ,� t \r ti) , at /0, .4A 4® ritei.e4 j i v e s( /_ 9. h---' cs A/ '''nfe d Inspector' ai t ti A 4e7.. Date: � - 7, - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431.37 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: 'Date: Project: /7 Viet Type of Inspection: /C�i , • Address: X92 -CS 4, Se., Date Called: Special Instructions: Date Wanted: �m p.m. Requester: PhoneNp: ` g02.-, ''// Approved per applicable codes. (Receipt No.: INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 = /cio PE 206)431 -36 COMMENTS: S5 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: Date: Corrections required prior to approval. Date: Projec t: r S 4 Type of Inspection: &lel �t .07z 1 Addre s: _ )y r72- 53A,. Date Called: Special Instructions: Date Wanted: �Q /� �,,/ r'1/ �( a.m.. P.m. Requester: Phone No: 'Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 r 6)431 -36 tg Qpproved per applicable codes. Corrections required prior to approval. COMMENTS: ri $58.00 / E REQ + 'RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: P/74sgr2 A 9 S • Type of Inspestion: • r Aetten /A/ e... Address: / Si 4 (.1 5 Date Called: Special Instructions: Date Wanted: C. Ei 4 — a Requester: Phone No: 42 s-6w-366C COMMENTS: Inspector INSPECTION RECORD 1 An AD 0 Retain a copy with permit INSPECTION NO. cr - PE CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36k0 El Approved per applicable codes. Corrections required prior to approval. / 4- S LIS 4./.e0.fle4 4:i4z ee, Ileac e_ so, dace14.4 Awe, figkenc- Atsp c-nbi-t A Date: .44trin $58.o5*EINsPECrIdII FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: - COMMENTS: 0 ..- 7/ et.ave • Al Ai/ t eak/le , it ,e,v."1 fi(n • ) ( 1 - 9 .... ) 7/Ain 6 It' is /fl te-ie / 41,-eirtywkil a Phini 641. .9' fil-e-e/rj?./ / ./ elo ,u/? /- z‘ peal i 4 -.;,i-s irry- even/ /94 g / C ./n.4 4:- _.1-2 /sr r 1.04, /ic/ 6 /?e ten/ Phone No: 3/4 ,- 9 - .306C- Project: pDa ilisc "type of Inspection: ER,Invivc. Address: 1 eil 53 4ye c Date Called: Special Instructions: Date Wanted: 8 -/S-04 Ca; p.m. Requester: Phone No: 3/4 ,- 9 - .306C- /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n Approved per applicable codes. 54 Corrections required prior to approval. an. ge REINSPECTIO FEE REQUIRED. or to Inspection, fee must be ter Blvd., Suite 100. Call to sechedule reinspection. paid at 6300 Southc Receipt No.: IDate: Date: D 06- /er o (206)431-3670 / Project: // Type of Inspect n //� Addre s: y arn - 5, .. Date Called: Spe lal Instructions: Date Wanted: 7 /r-0Z CP :tr P.m. Requester: Phone No: J»sG -/oo INSPECTION RECORD Retain a copy with permit G` INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 `ap proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: ri $58.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must lie paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectipn. COMMENTS: Type of lnspectio /I X10( ,AC ci..�f . // ,/ - p.'a / r - Ara' / / ao / � ha, /...� 74s Lrd 4 o4 / rSavbnr. � Z v i-, /S. ..p..f i ;... -. 741- r .tr7so rdA A' or fa n k f nS47,n- A '' di a 4 k-- I✓O tH— ..## ..u . # 742 (OLw+-- be .04-, It�ar.1 peeowiva a � aao. 4 . Phone No: A Project: f . Type of lnspectio /I X10( ,AC ci..�f Addr ss: trzo z- c S. Date Called: Special Instructions: c Date Wan —i # .049' l,rr �( Requester: Phone No: 7/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. ri $58.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Project:n / ites / Opt Tv of Inspection: GRj�4 A lC.i a Address: h, Date ate Ca Caned: Special Instructions: Date Wanted: Y �" .. m. Requestef: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. COM MENTS: 0 Corrections required prior to approval. 0 $58.00 R r PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: J Project: PrAtht✓ Re • Type of Inspection: shQ Address: 14702_ 53 Av S Date Called: Special Instructions: Date Wanted: - 1-11-0(,. a.m. C Requester. Phone No: 1S 3— 221 _-czS3q- IN CTION INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 Approved per applicable codes. 5 required prior to approval. / COMMENTS: /91/ /Ns A //ui / r //l/ [ :XI Date i 3 --W--... - r $58.00 REINSPECTION E REQUIRED4r to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to sechedule reinspection. rReceipt No.: 'Date: Pro. Ache,- I� e S • Type oijns s het 4 k w S t V Ai t1ett S 3 A • $ N Date Called: Special Instructions: Date Wanted: 7- 13-0L m. Requester: Phone No: 74 z - i27 -4'53' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dt 4 - orrections required prior to approval. COMMENTS: 1 S kcov 1 P " IJ A r - Intuector: $5 REINSPECFIN F REQUI D. Prio to inspection, fee must be pa 6300 Southcenter. lvd., Sul 100. all to sechedule reinspection. ReceinlYNo.: Da "— ? -o/K Date: Approved per applicable codes. Pi�r 'ec i 2 AS f/ F2 Res . t: Type of Inspection: T--- vi 5 4 /).4 7 9 /y,2 OZ $ 3 Afl -- Date Called: J Special Instructions: £ ,/1 C enty e S Date Wanted: a.m Requester: Phone No: 26 G -201- /2'O0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J - /DO COMMENTS: Approved per applicable codes. 0 Corrections required prior to approval. $58.00 REINSPECTION «E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project; re2" 5 4, of Inspection: 1€71 drrfA ae20 tosint4ett. Address: fir'2,07-g3. Acta Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COM NTS: '4,, 1 , ' i . An / INSPECTION NO. INSPECTION R Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 0 0, Tukwila, WA 981 8 8 Inspector: i tt i ee 4 4 7 n Date: a reat a :> PER 06)431-3.67 Li $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: Project: n � Type of Inspection: ... III Address: ~' - " L 2- CL-2-e. Date Called: / ✓ Special Instructions: Date Wanted: 6 74-KZ 4 Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per appi c codes. El Corrections required prior to approval. COMMENTS: ! 1, i -f,�.c r r, /9 -r A 4 mac"- fr, .'s' ce Je ?4-2 G i-(/'b h t .,� Ai., . M e1 A. C� c9064- A lgP(frALI ( v w. `o& ' // ' vaA Si 5 O L /z' /2' , A ! S, 4a 0 7��/�24.4ten" /eh F of a A , -n ! // 41�a 7.✓ z / / .li2Si./` 4 7 1 INSPECTION RECORD Retain a copy with permit (206)431 -3670 I Date: 7 f! $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: Ake 5. Z Or Type of Inspection: fry" ,aVaitgatmEgOsiii, Address: /97'2 -. S3 4, S. Date Called: Special Instructions: Date Wanted: ,/ ,, 5 -26-06 Vim: P.m. Requester: Phone No: Yes s'a-3 Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P t natAdAi r t.3 rAej r ;# Inspector: Date: —0 h rl $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: Sprinklers: Fire Alarm: Type of Inspe9jon: 'WE S iN CB Monitor: Pre -Fire: Address: / E/ 2 0 7, Suite #: S 3 /h/ S. Contact Person: V f s Special Instructions: Phone No.: `I Z S € 0Z - 3 & ( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER —21 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 10t� - lod PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: ,�t. SiIDt w'771 e- ,t -at: / utjc. Ok. Inspector: / a Date: / /261 �p Z Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 July 14, 2006 Dear Sir: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same City of Tukwila Attn: Allen Johannesen, Building Inspector Subject: Recommendation to Approve "Bird Block" Connections, Vijay Prasher Residential Permit No. D06 -100, 14202 53rd Avenue S., Tukwila, WA On this date and at the request of the owner, Mr. Prasher, the above site was visited. The building is at present in a fully framed condition. The question evaluated was the nailing of the roof sheathing to the top of the "bird blocks" placed between the trusses at the exterior wall line. The angle of the blocks outward to match the angle of the truss top chords did in this case not allow edge nailing of the main sheathing in the roof area. Only the 18 inch roof overhang strip of finish plywood was nailed into the top of the blocks. Current code specifies that main roof sheathing should be nailed to the tops of the blocks. In this case, looking at the overall structure including the connection of the roof sheathing to the trusses and the fastening of the trusses to the walls with hurricane clips, it was concluded that the structure did not lose any identifiable strength by the change in sheathing connection. In general, the benefit of the required nailing by the new code is felt by this office to not provide measurable or identifiable benefit to the overall strength of a structure. The additional connection would only become useful for very small conventionally framed structures, most of which would be considered "over built" anyway. Questions relating to this matter may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer DoC 16° prasher08 /0603 attauvEo CRY orrukwu JUL 1 9 2006 PERMIT CENTER Page 1 of 5 Printed 1/26/2006 Fame DCD A100 DATE CHECK APPLICABLE BOX CITY OF TUKWILA RESIDENTIAL BUILDING CODES CHECK LIST Permit This Is a list of building code requirements commonly used for most construction projects. It Is not a complete list of all building and energy des. Some conditions may require further investigation for code compliance. Building construction shall meet all the current building code requirements - , your project. Contact your local building code official or designer for further code questions or requirements. s E--. e re a RED arrow box is shown on the plans, the number in the box shall reference =ny checked CODE REFERENCE shown in the right column and below. CODE REFERENCE (2003 IRC) (2003 1MC) AND (2004 WSEC) ' CODE DESCRIPTION OR REQUIREMENT v Handout No. {DCD Hiatt} FOUNDATION ANCHORAGE, DECKS 1 Wood sole plates that bear on concrete shall be pressure treated. R320.3 Footing and stem walls. Where a construction Joint is created between a concrete footing and stem wall, a minimum of one No. 4 bar shall be provided at not more than 4 feet on center. The vertical bar shall extend 3 inches dear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches into the stem wall. (Monolithic pours shall not require vertical bar in stem walls unless otherwise noted per engineering or other related design requirements) R403.1.3 (DCD H008} Foundation stem walls. Foundations with stem walls shall be provided with a minimum of one No. 4 bar at the top of the wall and one No. 4 bar at the bottom of the footing. R403.1.3.1 (DCD H008) Wood sole plate at exterior walls shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet on center. There shall be a minimum of two bolts per plate section and located not more than 12 inches from each end of the plate section. Bolts shall be at least 1/2 inches In diameter and extend a minimum of 7 inches into the concrete or masonry. R403.1.6 Wall anchorage. Brace wall line sills shall be anchored to concrete or masonry foundations... In seismic zone D-1 and D- 2... with plate washers, a minimum of 1/4 Inches by 3 inches by 3 inches In size, shall be provided between the foundation sill plate and the nut. (2 inch square washers may be used per specific engineering recommendations and meet requirements of the 2003 IBC.) R602.11.1 (DCD H008} (DCD H009} DECKS Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during Inspections, decks shall be self supporting. Decks with cantilevered framing members, connections to the exterior walls or other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck. R502.2.1 (DCD 11012) Ledger bolts Size and spacing - minimum 1/2 inch bolts at 2 feet on center up to 10 foot span. See table in figure R606.10.(1) for additional span requirements. Figure R606.10(1) (DCD H012) MISCELLANEOUS FRAMING INFORMATION 2 Roofing for slope of roof: the use of asphalt shingles shall only be allowed on roofs with a minimum slope of two units vertical in 12 units horizontal (2:12) or more. IRC R905.2.2 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet of gross floor area. IRC R304.1 Other habitable rooms shall have a floor area of not less than 70 square feet. IRC R304.2 Habitable rooms dimensions shall not be less than 7 feet in any horizontal dimension. INC R304.3 Height effect on room areas. Portions of a room with a slopping ceiling measuring less than 5 feet or a furred ceiling measuring less than 7 feet from the finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room. IRC R304.4 Minimum height: habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet... measured from the finish floor to the lowest projection of the ceiling. IRC R305 INSULATION, EXHAUST VENTILATION 3 Insulation Walls -R -21, Ceilings I.R -38, Vaulted ceilings or rafters sR-30, Floors -R30, Slab on grade =R -10, Walls below grade -1 Int. R -10 ext. 2004 WSEC TABLE 6 -1 Roof /Ceiling Insulation: Open -blown or poured loose -fill Insulation may be used in attic spaces where the slope of the ceiling Is not more than 3/12 and there is at least 30 Inches of dear distance from the top of the bottom cord of the truss or ceiling joist to the underside of the cord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eve vents are installed, baffling of the vent openings shall be provided so as to deflect the Incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where Installed in wood framing, faced bat Insulation shall be faced stapled. 2004 WSEC 1311.2 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced bait Insulation shall be face stapled. Above grade exterior Insulation shall be protected. afim■r■ I I •1 2004 WSEC 1311.3 Page 1 of 5 Printed 1/26/2006 Fame DCD A100 3 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be Installed so spacing is not more than 24 inches on center. Installed Insulation shall not block the air flow through foundation vents. 2004 WSEC 1311.4 Source Specific Ventilation: Source specific exhaust ventilation Is required In each kitchen, bathroom, water closet, l aundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor Is produced. For source specific ventilation capacity see table 3 -1 2004 WSVIAC. 2004 WSVIAC 302.2.1 Minimum ventilation openings for crawlspace and attic openings shall be 1 sq. foot per 150 sq. foot of space. R408(CrewlSpace) IRC R806.3 (ATTIC) Openings for under -floor ventilation. Minimum net area of ventilation opening shall net be less than 1 square foot for each 150 square feet of under -floor area. Openings shall be within 3 feet of each comer of the building. IRC 8408.2 BATHROOMS 4 Bathrooms shall be provided with aggregate glazing area in windows of not less than 3 square feet, one -half of which must be open able. R303.3 Exception: The glazed areas not required where artificial light and a mechanical ventilation system are provided. Minimum ventilation rate shall be 50 cfm... vented to the outside Bathrooms shall have a minimum ceiling height of 6 feet 8 inches over the fixture and at the front clearance area for fixtures. R305.1 Bathtub and shower walls surface shall be finished with a nonabsorbent surface and extend to a height of not less than 6 feet above the floor. R307.2 Mechanical Ventilation: Exhaust air from bathrooms and toilet rooms shall not be re- circulated within a residence or to another dwelling unit. M1506.2 Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table 1508.3. Bathrooms — Toilet Rooms Mechanical exhaust capacity of 50 cfm intermittent or 20 din continuous. M1506.3 EGRESS WINDOWS, HALLS, STAIRS, RAIUNGS 5 Basements with habitable spaces and every sleeping room shall have at least one open able emergency escape and rescue opening. Opening sill height shall be no more than 44 inches above the floor. R310.1 Minimum clear opening shall net dear 5.7 square feet. R310.1.1 Minimum opening height shall net 24 inches. R310.1.2 Minimum opening width shall net 20 inches. R310.1.3 Openings shall be open able from the inside without the use of keys or tools. R310.1.4 6 Window wells horizontal area shall be 9 square feet with a min. horizontal projection and width of 38 inches and shall allow emergency escape and rescue opening to be fully opened. Window wells with a vertical depth greater than 44 Inches shall be equipped with a permanently affixed ladder or steps, ladder or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches out from the wall and spaced not more than 18 inches on center vertically the full height R310.2 7 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2 -Inch gypsum board. R311.2.2 8 Minimum hallway width shall be 38 inches. R311.3 9 Exit doors required: Not less than one exit door shall be required...provide direct access from habitable portions of the dwelling to the exterior with out requiring travel through a garage. R311.4.1 Required exit door shall be hinged, 36 inches minimum width, 8 feet 8 Inches minimum height. R311.4.2 There shall be a floor or landing on each side of each exterior door. R311.4.3 1 0 Headroom. The minimum headroom in all parts of the stairway shall not be less than 8 feet 8 Inches measured vertically form the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. R311.5.2 (DCD H011) Stair risers. The maximum riser height shall be 7-3/4 inches, measured vertically between leading edges of the adjacent treads. The greatest riser height with any flight of stairs shall not exceed the smallest by more than 3/8 inches. R311.5.3.1 (DCD H011) Stair treads. The maximum tread depth shall be 10 Inches measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge.. R311.5.3.2 (DCD H011) Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/18 inch. A nosing not less than 3/4 Inch but not more than 1 -1/4 inch shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, Including the nosing at the level of the floors and landings. Beveling of nosing shall not exceed 1/2 Inch. Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 4 -Inch diameter sphere. Exception: 1. A nosing Is not required where the tread depth is a minimum of 11 inches. 2. The opening between adjacent treads Is not limited on stairs with a total rise of 30 inches or less. R311.6.3.3 (DCD H011) Landings. There shall be a floor or landing at the top and bottom of each stairway. EXCEPTION: A floor or landing is not required at the top of an Interior flight of stairs, provided a door does not swing over the stairs. A flight of stairs shall not have a vertical rise greater than 12 feet. R311.6.4 (DCD H011) s, Handrail height, measured vertically from the sloped plane adjoining the tread nosing , or finish surface of ramp slope, shall be not less than 34 Inches or more than 38 inches to top of the handrail. R311.5.6 and R 311.5.6.1 (DCD H011} Page 2 of 5 Printed 04/28/2000 Form * DCD A100 10 Handrails shall be continuous for the full flight of the stairs. 8311.5.6.2 (DCD H011) G Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have guards not less than 36 Inches In height. R312.1 (DCD H011) V Guard openings shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches or more In diameter. R312.2 (DCD H011) V SMOKE ALARMS 11 Smoke alarms shall be Installed in: each sleeping room, outside each separate sleeping area in the immediate vicinity of the bedrooms, on each story of the dwelling including basements but not crawl spaces. Exception: Smoke alarms In existing areas shall not be required to be Interconnected and hard wired where the alterations or repairs do not result In the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawlspace, or basement available which could provide access for hard wiring and Interconnection without the removal of interior finishes. R313.1 The required smoke alarms shall receive their primary power from the building wiring and when primary power is interrupted, shall receive power from a battery. 12319.2 When Interior alterations , repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created In dwellings, the individual dwelling unit shall be provided with smoke alarms located as required for new dwellings; Interconnected and hardwired. 12313.1.1 MECHANICAL 12 L Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. Thirty inches of working space shall be provided in front of the control side to service an appliance, Room heaters shall be allowed 18 inches working space with no platform required. IRC M1305.1 13 Central furnace within compartments or alcoves shall have a minimum working space of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 Inches wider than the furnace. Furnaces having a firebox open to the atmosphere shall have at least a 6 -inch working space along the front combustion chamber side. Combustion air opening at the rear or side of the compartment shall comply with the requirements of Chapter 17. IRC M1305.1.1 Appliances installed in a compartment, alcove, basement or similar space shall be accessed by an opening or door and an unobstructed passageway measuring not less than 24 Inches wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less than 30 inches, Is present at the front or service side of the appliance with the door open. IRC M1305.1.2 Protection from Impact. Appliances located in a garage or carport shall be protected from impact by automobiles. (2000 lb. Impact load capacity) IRC M1307.3.1 IBC 1607.7.3 Outdoor combustion air shall be provided through opening's) to the outdoors In accordance with Section G2047.6.1 or 0204.6.2 . The minimum dimension of air openings shall be not less than 3 inches. IRC G2407.6 (304.6) Combustion air openings. Two permanent opening method, one commencing 12 inches from the top and one 12 inches from the bottom of the enclosure... commencing directly by duct to the outdoors. Each opening shall have a minimum free area of 1 square Inch per 4,000 Btulh of total input rating of all equipment in the enclosure. IRC G2407.6.1 (304.6.1) Appliance located In attics or crawl space shall have access openings and a clear space and unobstructed passage way large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet in length when measured along the center line of the passage way from the opening to the appliance. IRC Section M 1306 IRC Section 12807 Appliance located In an enclosure In which all combustion air is taken from the outdoors and the enclosure is equipped with a solid weather-stripped door and self- closing device. IRC M 1701.4 Two openings or ducts. Combustion air shall be supplied through openings or ducts...connected directly to the outdoors, such as ventilated crawl spaces or ventilated attics. IRC M 1703.2 Elevation of ignition source. Equipment and appliances having an Ignition source and located in hazardous locations and public garages, private 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 rest. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling unit and that communicate directly with a private garage through openings shall be considered to be part of the private garage. IMC 304.3 CLOTHES DRYER EXHAUST 14 Duct penetrations; Ducts that exhaust clothes dryers shall not penetrate or be located with in any fire blocking, draftstopping or any wall, floor /ceiling or other assembly required by this code to be fire - resistance rated, unless such duct is constructed of galvanized steel or aluminum of the thickness specified In the mechanical provisions of this code and the fire - resistance rating is maintained In accordance with this code. IRC G2439.2 (614.12) Exhaust Installation. Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. Duct shall not be connected or installed with sheet metal screws or other fasteners that will obstruct the flow. Clothes dryer exhaust duct shall not be connected to a vent connector, vent or chimney. Clothes dryer exhaust ducts shall not extend Into or through ducts or plenums. IRC G2439.3 (614.4) Make up air. Installations exhausting more than 200 cfrrl shall be provided with makeup air. IRC G2439.4 (614.5) Page 3 of 5 Printed 04 /20/2000 Form B DCD A100 14 Clothes dryer ducts. Exhaust ducts for domestic clothes dryers shall be constructed of metal and shall have a smooth Interior finish. The exhaust duct shall be a minimum nominal size of 4 Inches In diameter. The male end of the duct at overlapped dud joints shall extend in the direction of air flow. Clothes dryer transition ducts used to connect the appliance to the exhaust duct system shall be metal and limited to a single length not to exceed 8 feet In length and shall be listed and labeled for the application. Transition ducts shall not be concealed within construction. IRC G2439.6 (614.6) Maximum length. The maximum length of the clothes dryer exhaust duct shall not exceed 25 feet from the dryer location to the outlet termination. The maximum length of the duct shall be reduced 2 -1/2 feet for each 45 degree bend and 5 feet for each 90 degree bend. Where make and model of the clothes dryer to be installed is known...maximum duct length shall be permitted to be in accordance with the dryer manufacture's Installation instructions. IRC 02439.5.1 (614.6.1) EXCEPTION ACCESS OPENINGS (Attics & Crawlspaces) 15 Crawispace minimum access openings through floors shall be 18 inches by 24 Inches and 16 inches by 24 inches through a perimeter wall. Access doors shall be weather - stripped. NOTE: Access openings shall be sized to allow Installation or removal of any mechanical equipment. IRC R408.3 Attic space access opening shall not be - ' • 22 inches by 30 Inches and provide a minimum unobstructed headroom in the attic access no les . n 30 inch -. IRC Section R807 G Appliances In attics. Attics containin • - • • . ces requiring access shall be provided with an opening and a dear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet in length when measured along the centerline of the passageway from the opening to the appliance. The passageway shall have continuous solid flooring...not less than 24 inches wide. A level service space 30 Inches deep by 30 Inches where access Is required. M1305.1.3 Appliances under floors. Underfloor spaces containing appliances requiring access shall be provided with an unobstructed passageway large enough to remove the largest appliance, but not less than 30 inches high and 22 inches wide, nor more than 20 feet In length when measured along the centerline of the passageway from the opening to the appliance. a level service space at least 30 inches deep and 30 Inches wide shall be present at the front or service side of the appliance. (see code for additional information) M1306.1.4 WEATHER PROOFING 16 Weather - resistant sheathing paper. Asphalt- saturated felt free from holes and breaks, weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 or other approved weather- resistant materials shall be applied over studs of sheathing of all exterior wall as required by Table R703.4. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where vertical Joints occur, felt shall be lapped not less than 6 Inches. IRC R703.2 Flashing. Approved corrosion - resistant flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. The flashing shall extent do the surface of the exterior wall finish and shall be installed to prevent water from reentering the exterior wall envelope. IRC R703.8 Concrete and Masonry Foundations Dampprooflng. Foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed from the top of the footing to the finished grade. Masonry wall shall have not less than 3/8 inch Portland cement parging applied to the exterior of the wall. That parging shall be dampproofed with a bituminous coating, 3 pounds per square yard of acrylic modified cement, 1/8 inch coat of surface - bonding mortar complying with ASTM C 887 or any material permitted for waterproofing. Waterproofing shall be applied to the exterior of the wall. IRC R406.1 (For additional code Information see Section R 406 of the 2003 IRC) SAFETY GLAZING 17 Hazardous locations. The following shall be considered specific hazard locations for the purposes of glazing: (abbreviated) Glazing in: [B] R308.4 (DCD H014) 1) swinging doors except jalousies, 2) fixed and sliding panels of sliding door assemblies and panels in sliding and bi -fold closet door assemblies, 3) storm doors, 4) all unframed swinging doors, 5) doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers, any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing Is less than 60 inches measured vertically above any standing or walking surface. 8) an Individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 -inch arc of the door In a dosed position and whose bottom edge Is less than 60 inches above the floor or walking surface. 7) In an Individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 7:1 exposed area of an Individual pane greater that 9 square feet, 7:2 bottom edges less than 18 inches above the floor, 7:3 top edge greater than 38 Inches above the floor, 7:4 one or more walking surfaces within 38 inches horizontally of the glazing. 8) all glazing In railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) wall and fences enclosing Indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 80 Inches above a walking surface and within 60 Inches horizontally of the waters edge. This shall apply to single glazing in all panels In multiple glazing. Printed 04/26/2006 Page 4 of 5 Form r DCD A100 1 7 10) adjacent to stairways, landings and ramps within 36 Inches horizontally of a walking surface when the exposed surface of the glass is less than 60 Inches above the plane of the adjacent walking surface. 11) adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway In any direction when the exposed surface of the glass Is less than 60 Inches above the nose of the tread. Skylight and sloped glazing. Glass or other transparent of translucent glazing material Installed at a slope of more than 15 degrees from vertical. R 308.6.1 Permitted materials. 1) laminated glass with a minimum 0.015 -Inch polyvinyl butyral intedayer for glass panels 18 square feet or less in area located such that the highest point of the glass Is not more than 12 feet above a walking surface or other accessible area; for higher or larger sizes , the minimum kdedayer thickness shall be 0.030 inch. 2) Fully tempered glass. 3) Heat- strengthened glass. 4) Wired glass. 5) Approved rigld'plastics. R 308.8.2 For further glazing code requirements, check with the local building inspector. GARAGES AND CARPORTS 18 Opening protection. Openings from private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1 -3/8 inches in thickness, solid or honeycomb core steal doors not less that 1 -3/8 Inches thick, or 20- minute fire -rated doors. R309.1 Duct penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed with a minimum No. 26 gage sheet steel or other approved material and shall have no openings Into the garage. R309.1.1 Separation required. The garage shall be separated from the residence and Its attic area by not less than 1/2 Inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8 inches Type X gypsum board or equivalent. Where the separation Is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than 1/2 inches gypsum board or equivalent. R309.2 Floor surface. Garage floor surfaces shall be of approved noncombustible material. The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. R309.3 Carports. Carports shall be open on at least two sides. Carport floor surfaces shall be of approved noncombustible material. Carports not open on at least two sides shall be considered a garage and shall comply with the provisions of this sections for garages. Exception: Asphalt surfaces shall be permitted at wound level In carports and sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. R309.4 LIGHT, VENTILATION AND HEATING (Section R303) 19 Habitable rooms. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Openings shall be provided with ready access or shall other wise be readily controllable by the building occupants and minimum open able areas to the outdoors shall be 4 percent of the floor area being ventilated. X3'1 Exception: 1) Glazed areas need not be open able with approved mechanical ventilation's system...providing 15 cubic feet per minute air exchange. 2) Glazed areas need not be provided in rooms where Exception 1 above Is satisfied and artificial light provides an average 8 foot candle over area of the room at height of 30 Inches above the floor level. Mechanical Ventilation. Kitchens- ventilation rate 100 cfm Intermittent or 25 dm continuous. Source Specific Ventilation: Source specific exhaust ventilation Is required in each kitchen, bathroom, water closet, laundry room, Indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor Is produced. IRC M 1606.3 WSVIAC 302.2.1 USEFUL INFORMATION 2O Whirlpool baths shall have a removable panel for sufficient size to access the pump. UPC 415.1 Pipe Sleeves shall be provided to protect all piping through concrete and masonry walls, UPC 313.10.1 The grade away from foundation walls shall fall a minimum of 6 'I within the firsts 10 feet. IRC R401.3 Fuel burning appliances require outside combustion air if placed In garage that are classified as unusually tight. IMC Section 702 Premises Identification. Approved numbers or address shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the properly. IRC R321.1 Crawl space clearance Minimum height shall be 18 inches clearance to the bottom of wood floor joist or a minimum of12 Inches to wood girders (breams). IRC R 319.1 II. ✓ Moisture barrier. Polyethylene sheeting of minimum 6-mil thickness shall be placed over the granular base. Joints shall be lapped 6 inches and left unsealed. The polyethylene membrane shall be placed over the pressure preservativeiy treated - wood sleepers and shall not extend beneath the footing plates of the exterior walls. IRC R504.2.2 le, Removal of debris. The under -floor space shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete shall be removed before a building Is occupied or used for any purpose. All construction materials shall be removed before a building Is occupied or used for any purpose. MC R408.4 1r LL"" Page 5 of 5 Printed 04/27/2008 Fame OCe A100 May 31, 2006 City of Tukwila Attn: Building Official Subject: Recommendation to Approve Change in Typical Footing Width, Vijay Prasher Residential Permit No. D06 -100, 14202 53rd Avenue S., Tukwila, WA Dear Sir: Preliminary soil investigations on the above site indicated a clay based soil at footing depth. While the soil was noted as having a high sand content and being very dense, a conservative increase from the usual 16 inch footing width was made to a typical 24 inch width to minimize delays in the permitting process (based on "clay soils" being present). Upon actual excavation for the footings, it was found that the typical soil at all depths of footings was a very dense sandy clay and is suitable for the usual 2,000 PSF design bearing pressure. In most areas the soil approaches a density and strength of full hardpan. The soil type was uniform throughout the site. As such, a constructed footing width of 18 inches is acceptable and is still conservative based upon actual soils encountered. The above exposed foundation soil was field verified by this office on May 26, 2006. All areas of footing base were exposed and available for observation at that time. Bruce S. MacVeigh, P.E. Civil Engineer Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same I 3/ n1 42y ' 49 EXPIRES: 4/24/ 0 7 prasher06 /0603 C wog ribli.s p�ll�'�l�ER E;PI : 4/24/ O 7 • » r /an -I %' Zip '_ 40d o Pry [ _<1 .osF 7L = P ,0s, 4 was. /74x, S•o.4 -v/ f6 l ,770ey .2 /2" /1f 0Z 6_ /‘ N C /l _ 0� _ 6 -/G c 2_ 3c3 72o elk cr Gatti 24 nit- ao6 a cs - < r 2 oac /CAP S DG /4 Zs° = L L= Zr 7 C`, ps, craw 44 t /6 Of Tukwila RI ITIQTNr. nnRST 6 4 pa A76 -nu - o ,on rIn NV0 $ �.. /6 v y — Z 3 fl o 2k,c /7 IMO-a_ & /6 C7ts Sy¢177s S,mslteJ 4- , /S` o, "CO2 /oL 57nel .0-ea fla C7ww..e) S,/1 ve7_ 7tAIREVIEVVED FO cODE o a eoonuFD MAY ! 19 2006 FILE COPY :;t4 4 = ?: �,Jch� 720 U' /octet /a -,i-PAN C ITY OF ,VJFS y "x /a a MAR24 N MAM A 006 oK PERMITC= TEh a co c 0 taTi E O :L M d 0S Z W c c W In G'. `Z, . co 0 TS I Sorts 101141.- 16 )c z 3Za Per CT/ c ) =:: /, 38o pe /6 ct deo `F-... ,tom Z t F loo /c I� .�- % 7$O td4 fl = 2 - a :. Gov 0770 pig 7e bv Aeo Of-- Y? presher0l.wsw level %d 1 of 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 11111111111 111 eke C &C62.1/61 �i 41...._.. ts% 1972 A -1 • C &C:26/32 1 1:) 1 M t o -5 a 5' 10' 15' WoodWorks® Shearwalls 2002 i : 46.7 C &C29/32.3 rd' H -1 D-1 4 s � T - G -1 :4' 8-1 C &C262/32.3 111.1 Mar. 24, 2006 11:33:48 75' 70' m ' 65' 50' 25' 15' 10' 5 ' A2 On- 50 55' 60' presher0l.wsw level %d 2 o12 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 0 N 67.7 - 105.805.6 10fdt2.$ - 99.9gg.g 27.4 - 67.7 .r Ui L 4649 o ti C& CC 26 / 322 C & C 26 2 / 3233 25:s %. f k P 1872 ��i `I' 7 44 Al - t o • 32 p _ox 48.9 65.8- 8136.6 - 72.3 - ' 3.5 WoodWorks® Shearwals 2002 Mar. 24, 2006 11:33:46 75' 70' 44 presher0l.wsw levet %d 1 of 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN -10' WoodWorks® Shearwalts 2002 Mar. 24, 2006 11:26:34 75' 70' 50' 40' 30' 15' 10' 5, a -10' presher0l.wsw WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 2002 Mar. 24, 2006 11:26:34 75' 70 60' 65' 50' 20' 15' 10' 5' a 5' d0' ( 7 WoodWorks(r) Shearwalls 2002 presher01.wsr Mar. 24, 2006 11:36:17 COMPANY PROJECT STRUCTURAL DATA STORY INFORMATION Floor /Ceiling Wall Building Story Elevation[ft] Depth[in] Height[ft] Mass[lbs] Shear[lbs] Ceiling 20.50 10.0" Level 2 11.67 10.0" 8.00 26159 3639 Level 1 2.83 10.0" 8.00 37468 2724 Foundation 2.00 Totals: 63627 6363 BLOCK INFORMATION ROOF PANELS Overhang Mass Block:Block 1 2 Stories Type Slope [ft] [lbs] Location[ft]: 0.00 North Hip 30.0 1.00 0 Extentlft]: 20.00 South Hip 30.0 1.00 0 Ridge Loc(ft]: 0.00 East Side 30.0 1.00 0 Ridge Elev[ft]: 5.77 West Side 30.0 1.00 0 BLOCK INFORMATION ROOF PANELS Overhang Mass Block:Block 2 2 Stories Type Slope [ft] [lbs] Location[ft]: 10.50 North Side 18.2 1.00 0 Extentlft): 23.50 South Side 18.2 1.00 0 Ridge Loc[ft]: 10.50 East Hip 30.0 0.57 0 Ridge Elev[ft]: 7.65 West Joined 150.0 1.00 0 DESIGN SETTINGS Design Code: IBC Wind Capacity Increase: Shear = 1.40; C&C Panels = 1.50; Withdrawal = 1.60 Wind: Sheathing capacities are added together Seismic: Use greater of strongest or twice weakest sheathing capacities. Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Max Shearwall Offset: Plan = 4.00'; Elevation = 1.67'; Height to Width Ratio = 3.50 SITE INFORMATION IBC Occupancy: Category I; ASCE Equivalent - Category II WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASCE -7 98 Equivalent Lateral Force Procedure Use Group I; Seismic Design Category D; Site profile class 0 Spectral response accelerations Si = 0.400g, Ss = 0.750g Fundamental period T: T used = 0.178s; Approximate Ta = 0.178s; Maximum T = 0.303s Rellabiliy factor rho = 1.00; Response modification factor R - 6.00 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Spacing[in] Framing Members [in] Apply Grp Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 Ext SS incl. OSB ? Vert ? Nail 7 7 yes Hem -Fir 0.43 ? 2 Ext SS incl. OSB 7/16 Vert 8d Nail 6 6 yes Hem -Fir 0.43 24 1 3 Both SS incl. OSB 7/16 Vert Bd Nail 3 6 yes Rem -Fir 0.43 24 1 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. SHEARLINE DIMENSIONS Name Level Wall Design Location [ft] Extent [ft] Full Height Group(a) X = Y - Start End Sheathing [ft] 1 0.00 0.00 57.00 1 2 0.00 0.00 57.00 51.00 2 2 0.00 0.00 57.00 45.00 2 20.00 0.00 20.00 1 3 20.00 0.00 57.00 10.50 7� [ • 2 2 20.00 0.00 57.00 20.00 3 28.00 20.00 31.50 2 2 28.00 10.50 57.00 11.50 4 43.50 10.50 57.00 1 2 43.50 10.50 57.00 43.50 2 2 43.50 10.50 57.00 41.50 A 0.00 0.00 20.00 1 1 0.00 0.00 20.00 0.00* 2 2 0.00 0.00 20.00 13.00 B 10.50 20.00 43.50 1 3 10.50 0.00 43.50 6.00 2 2 10.50 0.00 43.50 23.50 C 20.00 20.00 28.00 2 2 20.00 0.00 43.50 8.00 D 22.00 0.00 20.00 1 2 22.00 0.00 43.50 17.00 E 28.00 0.00 14.00 1 2 28.00 0.00 43.50 14.00 F 31.00 28.00 43.50 2 2 31.00 0.00 43.50 15.50 G 36.00 18.00 28.00 1 2 36.00 0.00 43.50 10.00 H 41.00 0.00 43.50 1 2 41.00 0.00 43.50 31.50 I 57.00 0.00 43.50 1 2 57.00 0.00 43.50 13.00 2 2 57.00 0.00 - 43.50 31.50 * WARNING - The shearwalls on this shearline and level do not have any segments between openings that satisfy the minimum height -to -width requirements LOADS WIND SHEAR LOADS Name Building Lev Profile Tributary Location[ftl Magnitude Wind Face Width[ftj From To [1bs,plf,psfJ Direction Block 1 N Wall North 2 Line 0.00 43.50 63.4 Windward Block 1 N Wall North 2 Line 0.00 43.50 21.5 Leeward Block 1 N Roof North 2 Line -1.00 10.00 0.0 -65.7 Leeward Block 1 N Roof North 2 Line -1.00 10.00 0.0 -25.8 Windward Block 1 N Roof North 2 Line 10.00 21.00 65.7 -0.0 Leeward Block 1 N Roof North 2 Line 10.00 21.00 25.8 -0.0 Windward Block 1 E Wall East 1 Line 0.00 10.50 111.1 Windward Block 1 E Wall East 1 Line 0.00 10.50 76.1 Leeward Block 1 E Wall East 2 Line 0.00 10.50 63.4 Windward Block 1 E Wall East 2 Line 0.00 10.50 41.7 Leeward Block 1 E Roof East 2 Line -1.00 10.00 0.0 -65.7 Leeward Block 1 E Roof East 2 Line -1.00 10.00 0.0 -21.9 Windward Block 1 E Roof East 2 Line 10.00 47.00 21.9 Windward Block 1 E Roof East 2 Line 10.00 41.00 65.7 Leeward Block 1 E Roof East 2 Line 47.00 58.00 65.7 -0.0 Leeward Block 1 E Roof East 2 Line 47.00 58.00 21.9 -0.0 Windward Block 1 S Wall South 1 Line 0.00 20.00 111.1 Windward Block 1 S Wall South 1 Line 0.00 20.00 39.2 Leeward Block 1 S Wall South 2 Line 0.00 20.00 63.4 Windward Block 1 S Wall South 2 Line 0.00 20.00 21.5 Leeward Block 1 S Roof South 2 Line -1.00 10.00 0.0 -65.7 Leeward Block 1 S Roof South 2 Line -1.00 10.00 0.0 -25.8 Windward Block 1 S Roof South 2 Line 10.00 21.00 65.7 -0.0 Leeward Block 1 S Roof South 2 Line 10.00 21.00 25.8 -0.0 Windward Block 1 W Wall West 1 Line 0.00 57.00 111.1 Windward Block 1 W Wall West 1 Line 0.00 57.00 76.1 Leeward Block 1 W Wall West 2 Line 0.00 57.00 63.4 Windward Block 1 W Wall West 2 Line 0.00 57.00 41.7 Leeward Block 1 W Roof West 2 Line -1.00 10.00 0.0 -65.7 Leeward Block 1 W Roof West 2 Line -1.00 10.00 0.0 -21.9 Windward Block 1 W Roof West 2 Line 10.00 47.00 21.9 Windward Block 1 W Roof West 2 Line 10.00 47.00 65.7 Leeward B lock 1 W Roof West 2 Line 47.00 58.00 65.7 -0.0 Leeward Block 1 W Roof West 2 Line 47.00 58.00 21.9 -0.0 Windward Block 2 N Wall North 1 Line 0.00 43.50 111.1 Windward 8/let Block 2 N Wall North 1 Line 0.00 43.50 46.7 Leeward Block 2 N Roof North 2 Line 6.75 20.57 0.0 -78.5 Leeward Block 2 N Roof North 2 Line 6.75 20.57 0.0 - -72.3 Windward Block 2 N Roof North 2 Line 20.57 30.25 -72.3 Windward Block 2 N Roof North 2 Line 20.57 30.25 78.5 Leeward Block 2 N Roof North 2 Line 30.25 44.07 78.5 -0.0 Leeward Block 2 N Roof North 2 Line 30.25 44.07 - 72.3 -0.0 Windward Block 2 E Wall East 1 Line 10.50 57.00 111.1 Windward Block 2 E Wall East 1 Line 10.50 57.00 76.8 Leeward Block 2 E Wall East 2 Line 10.50 57.00 63.4 Windward Block 2 E Wall East 2 Line 10.50 57.00 92.0 Leeward Block 2 E Roof East 2 Line 9.50 33.75 0.0-83.2 Leeward Block 2 E Roof East 2 Line 9.50 33.75 0.0 -27.7 Windward Block 2 E Roof East 2 Line 33.75 58.00 83.2 -0.0 Leeward Block 2 E Roof East 2 Line 33.75 58.00 27.7 -0.0 Windward Block 2 S Wall South 1 Line 20.00 43.50 111.1 Windward Block 2 S Wall South 1 Line 20.00 43.50 46.7 Leeward Block 2 S Wall South 2 Line 20.00 43.50 63.4 Windward Block 2 S Wall South 2 Line 20.00 43.50 25.6 Leeward Block 2 S Roof South 2 Line 6.75 20.57 0.0 -78.5 Leeward Block 2 S Roof South 2 Line 6.75 20.57 0.0 - -72.3 Windward Block 2 S Roof South 2 Line 20.57 30.25 -72.3 Windward Block 2 S Roof South 2 Line 20.57 30,25 78.5 Leeward Block 2 S Roof South 2 Line 30.25 44.07 78.5 -0.0 Leeward Block 2 S Roof South 2 Line 30.25 44.07 - 72.3 -0.0 Windward WIND CSC LOADS Name Building Level Magnitude [psf] Face Interior End Zone Block 1 N Wall North 1 26.0 32.0 Block 1 N Wall North 2 26.0 32.0 Block 1 E Wall East 1 26.0 32.0 Block 1 E Wall East 2 26.0 32.0 Block 1 S Wall South 1 26.0 32.0 Block 1 S Wall South 2 26.0 32.0 Block 1 W Wall West 1 26.0 32.0 Block 1 W Wall West 2 26.0 32.0 Block 2 N Wall North 1 26.2 32.3 Block 2 N Wall North 2 26.2 32.3 Block 2 E Wall East 1 26.2 32.3 Block 2 E Wall East 2 26.2 32.3 Block 2 S Wall South 1 26.2 32.3 Block 2 S Wall South 2 26.2 32.3 BUILDING MASSES Name Shear Level Profile Tributary Location[ft] Magnitude Line Width[ft] From To [1bs,plf,psf) Wall 2 -1 2 1 Line 0.00 10.50 80.0 Wall A -1 A 1 Line 0.00 20.00 80.0 Wall 1 -1 1 1 Line 0.00 57.00 80.0 Wall I -1 I 1 Line 0.00 43.50 80.0 Wall 4 -1 4 1 Line 10.50 57.00 80.0 Wall B -1 B 1 Line 20.00 43.50 80.0 Floor D1 -E 1 1 Line 0.00 10.50 100.0 Floor 171 -W 2 1 Line 0.00 10.50 100.0 Floor D2 -E 1 1 Line 10.50 57.00 217.5 Floor D2 -W 4 1 Line 10.50 57.00 217.5 Floor Dl -S A 1 Line 0.00 20.00 285.0 Floor DI-N I 1 Line 0.00 20.00 285.0 Floor 02 -S 8 1 Line 20.00 43.50 232.5 Floor D2 -N I 1 Line 20.00 43.50 232.5 Wall I -1 I 2 Line 0.00 43.50 80.0 Wall 2 -1 2 2 Line 0.00 10.50 80.0 Wall A -1 A 2 Line 0.00 20.00 80.0 Wall 1 -1 1 2 Line 0.00 57.00 80.0 Wall 4 -2 4 2 Line 31.00 57.00 80.0 Wall B -1 B 2 Line 20.00 43.50 80.0 Wall 4 -1 4 2 Line 10.50 31.00 80.0 Block 1 N Roof I 2 Line -1.00 21.00 295.0 Block 1 E Roof 2 2 Line -1.00 58.00 110.0 Block 1 S Roof A 2 Line -1.00 21.00 295.0 Block 1 W Roof 1 2 Line -1.00 58.00 110.0 Block 2 N Roof I 2 Line 19.00 44.07 242.5 Block 2 E Roof 4 2 Line 9.50 58.00 123.2 Block 2 S Roof B 2 Line 19.00 44.07 242.5 Block 2 W Roof 2 2 Line 9.50 58.00 127.5 SEISMIC LOADS Name Building Lev Profile Location[ft] Magnitude Face From To [lbs,plf,psf] South 1 South 1 Line 0.00 20.00 37.2 South 2 South 1 Point 0.00 0.00 232 South 3 South 1 Line 20.00 43.50 29.8 South 4 South 1 Point 20.00 20.00 43 South 5 South 1 Point 43.50 43.50 189 West 1 West 1 Line 0.00 10.50 18.3 West 2 West 1 Point 0.00 0.00 81 West 3 West 1 Line 10.50 31.00 30.3 West 4 West 1 Point 10.50 10.50 48 West 5 West 1 Line 31.00 57.00 30.3 West 6 West 1 Point 57.00 57.00 177 South 1 South 2 Line -1.00 0.00 57.4 South 2 South 2 Line 0.00 19.00 65.2 South 3 South 2 Point 0.00 0.00 222 South 4 South 2 Line 19.00 20.00 88.8 South 5 South 2 Point 20.00 20.00 41 South 6 South 2 Line 20.00 21.00 85.0 South 7 South 2 Line 21.00 43.50 27.5 South 8 South 2 Line 43.50 44.07 23.6 South 9 South 2 Point 43.5d 43.50 181 West 1 West 2 Line -1.00 0.00 21.4 West 2 West 2 Line 0.00 9.50 29.2 West 3 West 2 Point 0.00 0.00 78 West 4 West 2 Line 9.50 10.50 53.6 West 5 West 2 Line 10.50 31.00 53.6 West 6 West 2 Line 31.00 57.00 53.6 West 7 West 2 Line 57.00 58.00 45.8 West 8 West 2 Point 57.00 57.00 169 WIND DESIGN FLEXIBLE DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V[lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 S - >N 51.00 2939 51.6 57.6 299.5 1.00 299.5 0.19 2 2 Both 45.00 1361 23.9 30.2 299.5 1.00 299.5 0.10 2 1 3 S ->N 10.50 5877 103.1 559.7 585.9 585.9 1.00 1171.8 0.48 2 2 N - >5 20.00 1763 30.9 88.2 299.5 1.00 299.5 0.29 3 2 2 N ->S 11.50 1108 23.8 96.3 299.5 1.00 299.5 0.32 4 1 2 N - >5 43.50 2941 63.2 67.6 299.5 1.00 299.5 0.23 2 2 N - >S 41.50 710 15.3 17.1 299.5 1.00 299.5 0.06 A 2 2 W - >E 13.00 744 37.2 57.2 299.5 1.00 299.5 0.19 B 1 3 W ->E 6.00 6072 139.6 1012.1 585.9 585.9 1.00 1171.8 0.86 2 2 W - >E 23.50 1872 43.0 79.6 299.5 1.00 299.5 0.27 C 2 2 W ->E 8.00 2365 54.4 295.7 299.5 1.00 299.5 0.99 D 1 2 W - >E 17.00 3598 82.7 211.6 299.5 1.00 299.5 0.71 E 1 2 W - >E 14.00 4221 97.0 301.5 299.5 1.00 299.5 1.01* F 2 2 W - >E 15.50 4649 106.9 300.0 299.5 1.00 299.5 1.00 G 1 2 W ->E 10.00 2964 68.1 296.4 299.5 1.00 299.5 0.99 H 1 2 W - >E 31.50 1972 45.3 62.6 299.5 1.00 299.5 0.21 I 1 2 W ->E 13.00 4101 94.3 315.5 299.5 1.00 299.5 1.05* 2 2 W - >E 31.50 2598 59.7 82.5 299.5 1.00 299.5 0.28 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Pert Shear [lbs] Opening [ft] /% Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 57.00 51.00 1.00 2939 15272 Opening 1 23.00 25.00 2.00 7.00 Opening 2 33.00 37.00 4.00 7.00 1 -1 2 I 2 0.00 0.00 57.00 45.00 1.00 1361 13476 Opening 1 11.00 13.00 2.00 7.00 Opening 2 23.00 28.00 5.00 7.00 Opening 3 41.00 46.00 5.00 7.00 2 -1 1 I 3 20.00 0.00 10.50 10.50 1.00 5877 12304 2 -1 2 I 2 20,00 0.00 10.50 10.50 1.00 926 3144 2 -2 2 I 2 20.00 10.50 20.00 9.50 1.00 838 2845 3 -1 2 I 2 28.00 20.00 31.50 11.50 1.00 1108 3444 4 -1 1 I 2 43.50 10.50 57.00 43.50 1.00 2941 13027 Opening 1 32.50 34.00 1.50 7.00 Opening 2 41.00 42.50 1.50 7.00 4 -1 2 I 2 43.50 10.50 31.00 20.50 1.00 351 6139 4 -2 2 I 2 43.50 31.00 57.00 21.00 1.00 359 6289 Opening 2 32.00 36.00 4.00 7.00 A -1 2 I 2 0.00 0.00 20.00 13.00 1.00 744 3893 Opening 1 6.50 13.50 7.00 7.00 B -1 1 I 3 10.50 20.00 43.50 6.00 1.00 6072 7031 Opening 1 20.00 26.50 6.50 7.00 Opening 2 30.00 41.00 11.00 7.00 B -1 2 I 2 10.50 20.00 43.50 23.50 1.00 1872 7037 C -1 2 I 2 20.00 20.00 28.00 8.00 1.00 2365 2396 0 -1 1 I 2 22.00 0.00 20.00 17.00 1.00 3598 5091 Opening 1 10.00 13.00 3.00 7.00 E -1 1 I 2 28.00 0.00 14.00 14.00 1.00 4221 4192 F -1 2 I 2 31.00 28.00 43.50 15.50 2.00 4649 4642 0-1 1 I 2 36,00 18.00 28.00 10.00 1.00 2964 2995 H -1 1 I 2 41,00 0.00 43.50 31.50 1.00 1972 9433 Opening 1 14.00 17.00 3.00 7.00 Opening 2 24.50 33.50 9.00 7.00 I -1 1 I 2 57.00 0.00 43.50 13.00 1.00 4101 3893 Opening 1 4.00 30.50 26.50 7.00 Opening 2 33.50 37.50 4.00 7.00 I -1 2 I 2 57.00 0.00 43.50 31.50 1.00 2598 9433 Opening 1 3.50 5.50 2.00 7.00 Opening 2 17.00 22.00 5.00 7.00 Opening 3 30.00 35.00 5.00 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 703 703 1 0.00 11.00 Line 1 Vert. Element 242 242 1 0.00 13.00 Line 1 Vert. Element 242 242 1 0.00 23.00 Line 1 Vert. Element 703 703 140 1 0.00 25.00 Line 1 Vert. Element 461 461 36 1 0.00 28.00 Line 1 Vert. Element 242 242 1 0.00 33.00 Line 1 Vert. Element 461 461 85 1 0.00 37.00 Line 1 Vert. Element 461 461 121 1 0.00 41.00 Line 1 Vert. Element 242 242 1 0.00 46.00 Line 1 Vert. Element 242 242 1 0.00 57.00 Line 1 Vert. Element 703 703 1 20.00 0.00 Line 2 Vert. Element 5163 5163 1 20.00 10.50 Line 2 Vert. Element 5868 5868 4795 1 20.00 20.00 Line 2 Vert. Element 705 705 1 28.00 20.00 Line 3 Vert. Element 770 770 1 28.00 31.50 Line 3 Vert. Element 770 770 1 43.50 10.50 Line 4 Vert. Element 678 678 1 43.50 31.00 Line 4 Vert. Element 137 137 1 43.50 32.50 Line 4 Vert. Element 541 541 96 1 43.50 34.00 Line 4 Vert. Element 541 541 1 1 43.50 36.00 Line 4 Vert. Element 137 137 1 43.50 41.00 Line 4 Vert. Element 541 541 32 1 43.50 42.50 Line 4 Vert. Element 541 541 63 1 43.50 57.00 Line 4 Vert. Element 678 678 1 0.00 0.00 Line A Vert. Element 458 458 1 2.00 0.00 Line A Vert. Element 458 458 1 18.00 0.00 Line A Vert. Element 458 458 X 49 1 20.00 0.00 Line A Vert. Element 458 458 1 20.00 10.50 Line B Vert. Element 637 637 1 26.50 10.50 Line a Vert. Element 8097 8097 3699 1 30.00 10.50 Line B Vert. Element 8097 8097 646 1 41.00 10.50 Line B Vert. Element 8097 8097 2181 1 43.50 10.50 Line B Vert. Element 8734 8734 1 20.00 20.00 Line C Vert. Element 2365 2365 1 28.00 20.00 Line C Vert. Element 2365 2365 1 0.00 22.00 D -1 Left Wall End 1693 1693 1 10.00 22.00 D -1 Left Wall End 1693 1693 1289 1 13.00 22.00 D -1 Left Wall End 1693 1693 1041 1 20.00 22.00 0-1 Left Wall End 1693 1693 1944 1 0.00 28.00 E -1 Left Wall End 2412 2412 1 14.00 28.00 E -1 Left Wall End 2412 2412 2862 1 28.00 31.00 Line F Vert. Element 2400 2400 1 43.50 31.00 Line F Vert. Element 2400 2400 1 18.00 36.00 G -1 Left Wall End 2372 2372 1227 1 28.00 36.00 G -1 Left Wall End 2372 2372 1056 1 0.00 41.00 H -1 Left Wall End 501 501 1 14.00 41.00 H -1 Left Wall End 501 501 242 1 17.00 41.00 H -1 Left Wall End 501 501 106 1 24.50 41.00 H -1 Left Wall End 501 501 235 1 33.50 41.00 H -1 Left Wall End 501 501 173 1 43.50 41.00 H -1 Left Wall End 501 501 1 0.00 57.00 Line I Vert. Element 3183 3183 1 3.50 57.00 Line I Vert. Element 660 660 1 4.00 57.00 Line I Vert. Element 3706 3706 885 1 30.50 57.00 Line I Vert. Element 3980 3980 1614 1 33.50 57.00 Line I Vert. Element 2936 2936 950 1 37.50 57.00 Line I Vert. Element 2771 2771 1327 1 43.50 57.00 Line I Vert. Element 3183 3183 2 0.00 0.00 1 -1 Left Wall End 242 242 2 0.00 11.00 1 -1 Left Wall End 242 242 70 2 0.00 13.00 1 -1 Left Wall End 242 242 22 2 0.00 23.00 1 -1 Left Wall End 242 242 86 2 0.00 28.00 1 -1 Left Wall End 242 242 33 2 0.00 41.00 1 -1 Left Wall End 242 242 49 2 0.00 46.00 1 -1 Left Wall End 242 242 70 2 0.00 57.00 1 -1 Left Wall End 242 242 2 20.00 0.00 2 -1 Left Wall End 105 705 2 20.00 10.50 2 -1 Left Wall End 1411 1411 2 20.00 20.00 2 -1 Left Wall End 705 705 1145 2 28.00 20.00 3 -1 Left Wall End 770 770 226 2 28.00 31.50 3 -1 Left Wall End 770 770 607 2 43.50 10.50 4 -1 Left Wall End 137 137 2 43.50 31.00 4 -1 Left Wall End 137 137 2 43.50 36.00 4 -1 Left Wall End 137 137 22 2 43.50 51.00 4 -1 Left Wall End 137 137 2 43.50 32.00 4 -2 Left Opening 1 40 2 0.00 0.00 A -1 Left Wall End 458 458 2 6.50 0.00 A -1 Left Wall End 458 458 130 2 13.50 0.00 A -1 Left Wall End 458 458 130 2 20.00 0.00 A -1 Left Wall End 458 458 2 20.00 10.50 B -1 Left Wall End 637 637 861 2 43.50 10.50 B -1 Left Wall End 637 637 2 20.00 20.00 C -i Left Wall End 2365 2365 1088 2 28.00 20.00 C -1 Left Wall End 2365 2365 843 2 28.00 31.00 F -1 Left Wall End 2400 2400 2993 2 43.50 31.00 F -1 Left Wall End 2400 2400 2 0.00 57.00 I -1 Left Wall End 660 660 2 3.50 57.00 I -1 Left Wall End 660 660 BO 2 5.50 57.00 I -i Left Wall End 660 660 40 2 17.00 57.00 I -I Left Wall End 660 660 222 2 22.00 57.00 I -1 Left Wall End 660 660 77 2 30.00 57.00 I -1 Left Wall End 660 660 105 2 35.00 57.00 I -1 Left Wall End 660 660 193 2 43.50 57.00 I-1 Left Wall End 660 660 RIGID DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Grp. Dir. FRS 1 1 2 S ->N 51.00 2 2 N ->S 45.00 2 1 3 S - >N 10.50 2 2 N - >S 20.00 3 2 2 N - >S 11.50 4 1 2 N - >S 43.50 2 2 N ->S 41.50 A 2 2 W ->E 13.00 B 1 3 W - >E 6.00 2 2 W ->E 23.50 C 2 2 W ->E 8.00 D 1 2 W - >E 17.00 E 1 2 W ->E 14.00 F 2 2 W ->E 15.50 G 1 2 W ->E 10.00 H 1 2 W ->E 31.50 I 1 2 W ->E 13.00 2 2 W - >E 31.50 Opening 1 Opening 2 1 -1 2 I Opening 1 Opening 2 Opening 3 2 -1 1 I 2 -1 2 I 2 -2 2 I 3 -1 2 I 4 -1 1 I Opening 1 Opening 2 4 -1 2 I 4 -2 2 I Opening 1 A -1 2 I Opening 1 B -1 1 I Opening 1 Opening 2 B -1 2 I C -1 2 I D -1 1 I Opening 1 E -1 1 I F -1 2 I G -1 1 I H -1 1 I Opening 1 Opening 2 I -1 1 I Opening 1 Opening 2 I -1 2 I Opening 1 Opening 2 Opening 3 Cumulative Shear Force Shear Capacity [plf] Response V[lbs] Unit V /FMS[pif] Inter Ester Perf Total V /FRS /Tot 4651 81.6 91.2 299.5 1.00 299.5 0.30 2107 37.0 46.8 299.5 1.00 299.5 0.16 3548 62.2 337.9 844 14.8 42.2 484 10.4 42.1 4295 92.4 98.7 1764 37.9 42.5 1895 94.7 145.7 5781 132.9 963.5 3323 76.4 141.4 1100 25.3 137.5 3848 88.5 226.4 3024 69.5 216.0 2083 47.9 134.4 2113 48.6 211.3 6687 153.7 212.3 2800 64.4 215.4 4583 105.4 145.5 585.9 585.9 1.00 1171.8 0.29 299.5 1.00 299.5 0.14 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 585.9 585.9 1.00 1171.8 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 299.5 1.00 299.5 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [lbs] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 57.00 51.00 1.00 4651 15272 23.00 25.00 33.00 37.00 2 0.00 0.00 57.00 45.00 .11.00 2107 13476 11.00 13.00 23.00 28.00 41.00 46.00 3 20.00 0.00 10.50 10.50 1.00 3540 12304 2 20.00 0.00 10.50 10.50 1.00 443 3144 2 20.00 10.50 20.00 9.50 1.00 401 2845 2 28.00 20.00 31.50 11.50 1.00 484 3444 2 43.50 10.50 57.00 43.50 1.00 4295 13027 32.50 34.00 41.00 42.50 2 43.50 10.50 31.00 20.50 1.00 871 6139 2 43.50 31.00 57.00 21.00 1.00 893 6289 32.00 36.00 2 0.00 0.00 20.00 13.00 1.00 1895 3893 6.50 13.50 3 10.50 20.00 43.50 6.00 1.00 5781 7031 20.00 26.50 30.00 41.00 2 10.50 20.00 43.50 23.50 1.00 3323 7037 2 20.00 20.00 28.00 8.00 1.00 1100 2396 2 22.00 0.00 20.00 17.00 1.00 3848 5091 10.00 13.00 2 28.00 0.00 14.00 14.00 1.00 3024 4192 2 31.00 28.00 43.50 15.50 1.00 2083 4642 2 36.00 18.00 28.00 10.00 1.00 2113 2995 2 41.00 0.00 43.50 31.50 1.00 6687 9433 14.00 17.00 24.50 33.50 2 57.00 0.00 43.50 13.00 1.00 2800 3893 4.00 30.50 33.50 37.50 2 57.00 0.00 43.50 31.50 1.00 4583 9433 3.50 5.50 17.00 22.00 30.00 35.00 0.14 0.33 0.14 0.49 0.82 0.47 0.46 0.76 0.72 0.45 0.71 0.71 0.72 0.49 2.00 7.00 4.00 7.00 2.00 7.00 5.00 7.00 5.00 7.00 1.50 7.00 1.50 7.00 4.00 7.00 7.00 7.00 6.50 7.00 11.00 7.00 3.00 7.00 3.00 7.00 9.00 7.00 26.50 7.00 4.00 7.00 2.00 7.00 5.00 7.00 5.00 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force (ibs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 1095 1095 1 0.00 11.00 Line 1 Vert. Element 375 375 1 0.00 13.00 Line 1 Vert. Element 375 375 t fig 1 0.00 23.00 Line 1 Vert. Element 1095 1095 221 1 0.00 25.00 Line 1 Vert. Element 720 720 50 1 0.00 28.00 Line 1 Vert. Element 375 375 1 0.00 33.00 Line 1 Vert. Element 720 720 134 1 0.00 37.00 Line 1 Vert. Element 720 720 192 1 0.00 41.00 Line 1 Vert. Element 375 375 1 0.00 46.00 Line 1 Vert. Element 375 375 1 0.00 57.00 Line 1 Vert. Element 1095 1095 1 20.00 0.00 Line 2 Vert. Element 3029 3029 1 20.00 10.50 Line 2 Vert. Element 3366 3366 2895 1 20.00 20.00 Line 2 Vert. Element 338 338 1 28.00 20.00 Line 3 Vert. Element 337 337 1 28.00 31.50 Line 3 Vert. Element 337 337 1 43.50 10.50 Line 4 Vert. Element 1130 1130 1 43.50 31.00 Line 4 Vert. Element 340 340 1 43.50 32.50 Line 4 Vert. Element 790 790 140 1 43.50 34.00 Line 4 Vert. Element 790 790 2 1 43.50 36.00 Line 4 Vert. Element 340 340 1 43.50 41.00 Line 4 Vert. Element 790 790 46 1 43.50 42.50 Line 4 Vert. Element 790 790 92 1 43.50 57.00 Line 4 Vert. Element 1130 1130 1 0.00 0.00 Line A Vert. Element 1166 1166 1 2.00 0.00 Line A Vert. Element 1166 1166 1 18.00 0.00 Line A Vert. Element 1166 1166 1 20.00 0.00 Line A Vert. Element 1166 1166 1 20.00 10.50 Line B Vert. Element 1131 1131 1 26.50 10.50 Line B Vert. Element 7708 7708 3522 1 30.00 10.50 Line D Vert. Element 7708 7708 615 1 41.00 10.50 Line B Vert. Element 7708 7708 2077 1 43.50 10.50 Line B Vert. Element 8840 8840 1 20.00 20.00 Line C Vert. Element 1100 1100 1 28.00 20.00 Line C Vert. Element 1100 1100 1 0.00 22.00 D -1 Left Wall End 1811 1811 1 10.00 22.00 D -1 Left Wall End 1811 1811 1379 1 13.00 22.00 D -1 Left Wall End 1811 1811 1114 1 20.00 22.00 D -1 Left Wall End 1811 1811 2079 1 0.00 28.00 E -1 Left Wall End 1728 1728 1 14.00 28.00 E -1 Left Wall End 1728 1728 2051 1 28.00 31.00 Line F Vert. Element 1075 1075 1 43.50 31.00 Line F Vert. Element 1075 1075 1 18.00 36.00 G -1 Left Wall End 1691 1691 874 1 28.00 36.00 G -1 Left Wall End 1691 1691 753 1 0.00 41.00 H -1 Left Wall End 1698 1698 1 14.00 41.00 H-1 Left Wall End 1698 1698 820 1 17.00 41.00 H -i Left Wall End 1698 1698 359 1 24.50 41.00 H -1 Left Wall End 1698 1698 798 1 33.50 41.00 H -i Left Wall End 1698 1698 586 1 43.50 41.00 H -1 Left Wall End 1698 1698 1 0.00 57.00 Line I Vert. Element 2887 2887 1 3.50 57.00 Line I Vert. Element 1164 1164 1 4.00 57.00 Line I Vert. Element 3810 3810 604 1 30.50 57.00 Line I Vert. Element 4293 4293 1102 1 33.50 57.00 Line I Vert. Element 2451 2451 649 1 37.50 57.00 Line I Vert. Element 2160 2160 906 1 43.50 57.00 Line I Vert. Element 2887 2887 2 0.00 0.00 1 -1 Left Wall End 375 375 2 0.00 11.00 1 -1 Left Wall End 375 375 108 2 0.00 13.00 1 -1 Left Wall End 375 375 35 2 0.00 23.00 1 -1 Left Wall End 375 375 133 2 0.00 28.00 1 -1 Left Wall End 375 375 52 2 0.00 41.00 1 -1 Left Wall End 375 375 76 2 0.00 46.00 1 -1 Left Wall End 375 375 108 2 0.00 57.00 1 -1 Left Wall End 375 375 2 20.00 0.00 2 -1 Left Wall End 338 338 2 20.00 10.50 2 -1 Left Wall End 675 675 2 20.00 20.00 2 -1 Left Wall End 338 338 548 2 28.00 20.00 3 -1 Left Wall End 337 337 99 2 28.00 31.50 3 -1 Left Wall End 337 337 265 2 43.50 10.50 4 -1 Left Wall End 340 340 2 43.50 31.00 4 -1 Left Wall End 340 340 2 43.50 36.00 4 -1 Left Wall End 340 340 53 2 43.50 57.00 4 -1 Left Wall End 340 2 43.50 32.00 4 -2 Left Opening 1 2 0.00 0.00 A -1 Left Wall End 1166 2 6.50 0.00 A -1 Left Wall End 1166 2 13.50 0.00 A -1 Left Wall End 1166 2 20.00 0.00 A -1 Left Wall End 1166 2 20.00 10.50 8 -1 Left Wall End 1131 2 43.50 10.50 6 -1 Left Wall End 1131 2 20.00 20.00 C =1 Left Wall End 1100 2 28.00 20.00 C -1 Left Wall End 1100 2 28.00 31.00 F -1 Left Wall End 1075 2 43.50 31.00 F -1 Left Wall End 1075 2 0.00 57.00 I -1 Left Wall End 1164 2 3.50 57.00 I -1 Left Wall End 1164 2 5.50 - 57.00 I -1 Left Wall End 1164 2 17.00 57.00 I -1 Left Wall End 1164 2 22.00 57.00 I -1 Left Wall End 1164 2 30.00 57.00 I -1 Left Wall End 1164 2 35.00 57.00 I -1 Left Wall End 1164 2 43.50 57.00 I -1 Left Wall End 1164 COMPONENTS AND CLADDING by SHEARLINE Name Level Wall Sheathing Ipaf] Group Force Cap. Resp 1 1 2 32.0 30.0 1.07* 2 2 32.0 30.0 1.07* 2 1 3 32.0 30.0 1.07* 2 2 32.0 30.0 1.07* 4 1 2 32.0 30.0 1.07* 2 2 32.0 30.0 1.07* A 1 1 32.0 0.0 2 2 32.0 30.0 1.07* B 1 3 32.0 30.0 1.07* 2 2 32.0 30.0 1.07* I 1 2 61.0 30.0 2.03* COMPONENT AND CLADDING DESIGN 32 26 32 26 32 26 61 52 2 2 32.0 30.0 1.07* 32 26 68 *WARNING - Sheathing design capacity has been exceeded for Flexible Design and Rigid Design SEISMIC DESIGN FLEXIBLE DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [pill Response Grp. Dir. FHS V[lba] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 213.9 1.00 213.9 0.14 213.9 1.00 213.9 0.10 418.5 418.5 1.00 837.0 0.21 213.9 1.00 213.9 0.21 213.9 1.00 213.9 0.13 213.9 1.00 213.9 0.11 213.9 1.00 213.9 0.05 213.9 1.00 213.9 0.09 418.5 418.5 1.00 837.0 0.25 213.9 1.00 213.9 0.09 213.9 1.00 213.9 0.32 213.9 1.00 213.9 0.20 213.9 1.00 213.9 0.28 213.9 1.00 213.9 0.30 213.9 1.00 213.9 0.27 213.9 1.00 213.9 0.05 213.9 1.00 213.9 0.48 213.9 1.00 213.9 0.14 1 1 2 51.00 1536 26.9 30.1 2 2 45.00 932 16.4 20.7 2 1 3 10.50 1860 32.6 177.1 2 2 20.00 880 15.4 44.0 3 2 2 11.50 327 7.0 28.4 4 1 2 43.50 1058 22.8 24.3 2 2 41.50 408 8.8 9.8 A 2 2 13.00 254 12.7 19.5 6 1 3 6.00 1276 29.3 212.7 2 2 23.50 431 9.9 18.4 C 2 2 8.00 550 12.6 68.7 D 1 2 17.00 719 16.5 42.3 E 1 2 14.00 832 19.1 59.4 F 2 2 15.50 992 22.8 64.0 G 1 2 10.00 569 13.1 56.9 H 1 2 31.50 318 7.3 10.1 I 1 2 13.00 1332 30.6 102.4 2 2 31.50 912 21.0 29.0 * WARNING design capacity has been exceeded. Fasteners [lbs] Force Capacity Response End Int End Int 32 26 68 0.47 0.38 32 26 68 0.47 0.38 32 26 68 0.47 0.38 32 26 68 0.47 0.38 32 26 68 0.47 0.38 32 26 68 0.47 0.38 68 68 68 68 0.47 0.38 0.47 0.38 0.47 0.38 0.90 0.77 0.47 0.38 340 1166 1166 1166 1166 1131 1131 1100 1100 1075 1075 1164 1164 1164 1164 1164 1164 1164 1164 98 332 332 1528 506 392 1341 140 70 391 135 186 341 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear Ube] Opening ift) Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 57.00 51.00 1.00 1536 10909 Opening 1 23.00 25.00 2.00 7.00 Opening 2 33.00 37.00 4.00 7.00 1-1 2 I 2 0.00 0.00 57.00 45.00 1.00 932 9626 Opening 1 11.00 13.00 2.00 7.00 Opening 2 23.00 28.00 5.00 7.00 Opening 3 41.00 46.00 5.00 7.00 2 -1 1 I 3 20.00 0.00 10.50 10.50 1.00 1860 8789 2 -1 2 I 2 20.00 0.00 10.50 10.50 1.00 462 2246 2 -2 2 I 2 20.00 10.50 20.00 9.50 1.00 418 2032 3-1 2 1 2 28.00 20.00 31.50 11.50 1.00 327 2460 4 -1 1 I 2 43.50 10.50 57.00 43.50 1.00 1058 9305 Opening 1 32.50 34.00 1.50 7.00 Opening 2 41.00 42.50 1.50 7.00 4 -1 2 I 2 43.50 10.50 31.00 20.50 1.00 201 4385 4 -2 2 I 2 43.50 31.00 57.00 21.00 1.00 206 4492 Opening 1 32.00 36.00 4.00 7.00 A -1 2 I 2 0.00 0.00 20.00 13.00 1.00 254 2781 Opening 1 6.50 13.50 7.00 7.00 8-1 1 I 3 10.50 20.00 43.50 6.00 1.00 1276 5022 Opening 1 20.00 26.50 6.50 7.00 Opening 2 30.00 41.00 11.00 7.00 8-1 2 I 2 10.50 20.00 43.50 23.50 1.00 431 5027 C -1 2 I 2 20.00 20.00 28.00 8.00 1.00 550 1711 D -1 1 I 2 22.00 0.00 20.00 17.00 1.00 719 3636 Opening 1 10.00 13.00 3.00 7.00 E -1 1 I 2 28.00 0.00 14.00 14.00 1.00 832 2995 F -1 2 I 2 31.00 28.00 43.50 15.50 1.00 992 3315 G -1 1 I 2 36.00 18.00 28.00 10.00 1.00 569 2139 11-1 1 I 2 41.00 0.00 43.50 31.50 1.00 318 6738 Opening 1 14.00 17.00 3.00 7.00 Opening 2 24.50 33.50 9.00 7.00 I -1 1 I 2 57.00 0.00 43.50 13.00 1.00 1332 2781 Opening 1 4.00 30.50 26.50 7.00 Opening 2 33.50 37.50 4.00 7.00 I -1 2 I 2 57.00 0.00 43.50 31.50 1.00 912 6738 Opening 1 3.50 5.50 2.00 7.00 Opening 2 17.00 22.00 5.00 7.00 Opening 3 30.00 35.00 5.00 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lips] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 407 407 1 0.00 11.00 Line 1 Vert. Element 166 166 1 0.00 13.00 Line 1 Vert. Element 166 166 1 0.00 23.00 Line 1 Vert. Element 407 407 73 1 0.00 25.00 Line 1 Vert. Element 241 241 19 1 0.00 28.00 Line 1 Vert. Element 166 166 1 0.00 33.00 Line 1 Vert. Element 241 241 44 1 0.00 37.00 Line 1 Vert. Element 241 241 63 1 0.00 41.00 Line 1 Vert. Element 166 166 1 0.00 46.00 Line 1 Vert. Element 166 166 1 0.00 57.00 Line 1 Vert. Element 407 407 1 20.00 0.00 Line 2 Vert. Element 1769 1769 1 20.00 10.50 Line 2 Vert. Element 2121 2121 1517 1 20.00 20.00 Line 2 Vert. Element 352 352 1 28.00 20.00 Line 3 Vert. Element 227 227 1 28.00 31.50 Line 3 Vert. Element 227 227 1 43.50 10.50 Line 4 Vert. Element 273 273 1 43.50 31.00 Line 4 Vert. Element 79 79 1 43.50 32.50 Line 4 Vert. Element 195 195 35 1 43.50 34.00 Line 4 Vert. Element 195 195 0 1 43.50 36.00 Line 4 Vert. Element 79 79 1 43.50 41.00 Line 4 Vert. Element 195 195 11 1 43.50 42.50 Line 4 Vert. Element 195 195 23 1 43.50 57.00 Line 4 Vert. Element 273 273 1 0.00 0.00 Line A Vert. Element 156 156 1 2.00 0.00 Line A Vert. Element 156 156 1 18.00 0.00 Line A Vert. Element 156 156 1 20.00 0.00 Line A Vert. Element 156 156 1 20.00 10.50 Line B Vert. Element 147 147 1 26.50 10.50 Line B Vert. Element 1702 1702 778 1 30.00 10,50 Line B Vert. Element 1702 1702 136 1 41.00 10.50 Line B Vert. Element 1702 1702 459 1 43.50 10.50 Line B Vert. Element 1849 1849 1 20.00 20.00 Line C Vert. Element 550 550 1 28.00 20.00 Line C Vert. Element 550 550 1 0.00 22.00 D -1 Left Wall End 338 338 1 10.00 22.00 D -1 Left Wall End 338 338 258 1 13.00 22.00 D -i Left Wall End 338 338 208 1 20.00 22.00 D -1 Left Wall End 338 338 388 3. 0.00 28.00 E -i Left Wall End 475 475 1 14.00 28.00 E -1 Left Wall End 475 475 564 1 28.00 31.00 Line F Vert. Element 512 512 1 43.50 31.00 Line F Vert. Element 512 512 1 18.00 36.00 G -1 Left Wall End 455 455 235 1 28.00 36.00 G -1 Left Wall End 455 455 203 1 0.00 41.00 H -1 Left Wall End 81 81 1 14.00 41.00 H -1 Left Wall End 81 81 39 1 17.00 41.00 H -1 Left Wall End 81 81 17 1 24.50 41.00 H -1 Left Wall End 81 81 38 1 33.50 41.00 H -1 Left Wall End 81 81 28 1 43.50 41.00 H -1 Left Wall End 81 81 1 0.00 57.00 Line I Vert. Element 1051 1051 1 3.50 57.00 Line I Vert. Element 232 232 1 4.00 57.00 Line I Vert. Element 1235 1235 287 1 30.50 57.00 Line I Vert. Element 1331 1331 524 1 33.50 57.00 Line I Vert. Element 964 964 308 1 37.50 57.00 Line I Vert. Element 906 906 431 1 43.50 57.00 Line I Vert. Element 1051 1051 2 0.00 0.00 1 -1 Left Opening 3 166 166 2 0.00 11.00 1 -1 Left Opening 3 166 166 48 2 0.00 13.00 1 -1 Left Opening 3 166 166 15 2 0.00 23.00 1 -1 Left Opening 3 166 166 59 2 0.00 28.00 1 -1 Left Opening 3 166 166 23 2 0.00 41.00 1 -1 Left Opening 3 166 166 34 2 0.00 46.00 1 -1 Left Opening 3 166 166 48 2 0.00 57.00 1 -1 Left Opening 3 166 166 2 20.00 0.00 2 -1 Left Wall End 352 352 2 20.00 10.50 2 -1 Left Wall End 704 704 2 20.00 20.00 2 -1 Left Wall End 352 352 571 2 28.00 20.00 3 -1 Left Wall End 227 227 67 2 28.00 31.50 3 -1 Left Wall End 227 227 119 2 43.50 10.50 4 -1 Left Wall End 79 79 2 43.50 31.00 4 -1 Left Wall End 79 79 2 43.50 36.00 4 -1 Left Wall End 79 79 12 2 43.50 57.00 4 -1 Left Wall End 79 79 2 43.50 32.00 4 -2 Left Opening 1 23 2 0.00 0.00 A -1 Left Opening 1 156 156 2 6.50 0.00 A -1 Left Opening 1 156 156 44 2 13.50 0.00 A -1 Left Opening 1 156 156 44 2 20.00 0.00 A -1 Left Opening 1 156 156 2 20.00 10.50 8-1 Left Wall End 147 147 198 2 43.50 10.50 B -1 Left Wall End 147 147 2 20.00 20.00 C -1 Left Wall End 550 550 253 2 28.00 20.00 C -1 Left Wall End 550 550 196 2 28.00 31.00 F -1 Left Wall End 512 512 639 2 43.50 31.00 F -1 Left Wall End 512 512 2 0.00 57.00 I -1 Left Opening 3 232 232 2 3.50 57.00 I -1 Left Opening 3 232 232 28 2 5.50 57.00 I -1 Left Opening 3 232 232 14 2 17.00 57.00 I -1 Left Opening 3 232 232 78 2 22.00 57.00 I -1 Left Opening 3 232 232 27 2 30.00 57.00 I -1 Left Opening 3 232 232 37 2 35.00 57.00 I -1 Left Opening 3 232 232 68 2 43.50 57.00 I -1 Left Opening 3 232 232 RIGID DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V[lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 51.00 1910 33.5 31.4 213.9 1.00 213.9 0.18 2 2 45.00 1149 20.2 25.5 213.9 1.00 213.9 0.12 2 1 3 10.50 1350 23.7 128.6 418.5 418.5 1.00 837.0 0.15 2 2 20.00 437 7.7 21.8 213.9 1.00 213.9 0.10 3 2 2 11.50 244 5.3 21.3 213.9 1.00 213.9 0.10 4 1 2 43.50 1485 31.9 34.1 213.9 1.00 213.9 0.16 2 2 41.50 849 18.3 20.5 213.9 1.00 213.9 0.10 A 2 2 13.00 459 23.0 35.3 213.9 1.00 213.9 0.17 B 1 3 6.00 1192 27.4 198.7 418.5 418.5 1.00 837.0 0.24 2 2 23.50 822 18.9 35.0 213.9 1.00 213.9 0.16 C 2 2 8.00 277 6.4 34.6 213.9 1.00 213.9 0.16 D 1 2 17.00 821 18.9 48.3 213.9 1.00 213.9 0.23 E 1 2 14.00 658 15.1 47.0 213.9 1.00 213.9 0.22 F 2 2 15.50 536 12.3 34.6 213.9 1.00 213.9 0.16 G 1 2 10.00 473 10.9 47.3 213.9 1.00 213.9 0.22 H 1 2 31.50 1522 35.0 48.3 213.9 1.00 213.9 0.23 I 1 2 13.00 671 15.4 51.7 213.9 1.00 213.9 0.24 2 2 31.50 1238 28.5 39.3 213.9 1.00 213.9 0.18 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [ibs] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 57.00 51.00 1.00 1910 10909 Opening 1 23.00 25.00 2.00 7.00 Opening 2 33.00 37.00 4.00 7.00 1 -1 2 I 2 0.00 0.00 57.00 45.00 1.00 1149 9626 Opening 1 11.00 13.00 2.00 7.00 Opening 2 23.00 28.00 5.00 1.00 Opening 3 41.00 46.00 5.00 7.00 2 -1 1 I 3 20.00 0.00 10.50 10.50 1.00 1350 8789 2 •1 2 I 2 20.00 0.00 10.50 10.50 1.00 229 2246 2 -2 2 I 2 20.00 10.50 20.00 9.50 1.00 208 2032 3 -1 2 I 2 28.00 20.00 31.50 11.50 1.00 244 2460 4 -1 1 I 2 43.50 10.50 57.00 43.50 1.00 1485 9305 Opening 1 32.50 34.00 1.50 7.00 Opening 2 41.00 42.50 1.50 7.00 4 -1 2 I 2 43.50 10.50 31.00 20.50 1.00 420 4385 4 -2 2 I 2 43.50 31.00 57.00 21.00 1.00 430 4492 Opening 1 32.00 36.00 4.00 7.00 A -1 2 I 2 0.00 0.00 20.00 13.00 1.00 459 2781 Opening 1 6.50 13.50 7.00 7.00 B -1 1 I 3 10.50 20.00 43.50 6.00 1.00 1192 5022 Opening 1 20.00 26.50 6.50 7.00 Opening 2 30.00 41.00 11.00 1.00 8-1 2 I 2 10.50 20.00 43.50 23.50 1.00 822 5027 C -1 2 I 2 20.00 20.00 28.00 8.00 1.00 277 1711 0-1 1 I 2 22.00 0.00 20.00 17.00 1.00 821 3636 Opening 1 10.00 13.00 3.00 7.00 E -1 1 I 2 28.00 0.00 14.00 14.00 1.00 658 2995 F -1 2 I 2 31.00 28.00 43.50 15.50 1.00 536 3315 G -1 1 I 2 36.00 18.00 28.00 10.00 1.00 473 2139 H -1 1 I 2 41.00 0.00 43.50 31.50 1.00 1522 6738 Opening 1 14.00 17.00 3.00 7.00 Opening 2 24.50 33.50 9.00 7.00 I -1 1 I 2 57.00 0.00 43.50 13.00 1.00 671 2781 Opening 1 4.00 30.50 26.50 7.00 Opening 2 33.50 37.50 4.00 7.00 I -1 2 I 2 57.00 0.00 43.50 31.50 1.00 1238 6738 Opening 1 3.50 5.50 2.00 7.00 Opening 2 17.00 22.00 5.00 7.00 Opening 3 30.00 35.00 5.00 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut /% X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 504 504 1 0.00 11.00 Line 1 Vert. Element 204 204 1 0.00 13.00 Line 1 Vert. Element 204 204 1 0.00 23.00 Line 1 Vert. Element 504 504 91 1 0.00 25.00 Line 1 Vert. Element 300 300 24 1 0.00 28.00 Line 1 Vert. Element 204 204 1 0.00 33.00 Line 1 Vert. Element 300 300 55 1 0.00 37.00 Line 1 Vert. Element 300 300 79 1 0.00 41.00 Line 1 Vert. Element 204 204 1 0.00 46.00 Line 1 Vert. Element 204 204 1 0.00 57.00 Line 1 Vert. Element 504 504 1 20.00 0.00 Line 2 Vert. Element 1203 1203 1 20.00 10.50 Line 2 Vert. Element 1378 1378 1101 1 20.00 20.00 Line 2 Vert. Element 175 175 1 28.00 20.00 Line 3 Vert. Element 170 170 1 28.00 31.50 Line 3 Vert. Element 170 170 1 43.50 10.50 Line 4 Vert. Element 437 437 1 43.50 31.00 Line 4 Vert. Element 164 164 1 43.50 32.50 Line 4 Vert. Element 273 273 48 1 43.50 34.00 Line 4 Vert. Element 273 273 1 1 43.50 36.00 Line 4 Vert. Element 164 164 1 43.50 41.00 Line 4 Vert. Element 273 273 16 1 43.50 42.50 Line 4 Vert. Element 273 273 32 1 43.50 57.00 Line 4 Vert. Element 437 437 1 0.00 0.00 Line A Vert. Element 283 283 1 2.00 0.00 Line A Vert. Element 283 283 1 18.00 0.00 Line A Vert. Element 283 283 1 20.00 0.00 Line A Vert. Element 283 283 1 20.00 10.50 Line B Vert. Element 280 280 1 26.50 10.50 Line B Vert. Element 1589 1589 726 1 30.00 10.50 Line B Vert. Element 1589 1589 127 1 41.00 10.50 Line B Vert. Element 1589 1589 428 1 43.50 10.50 Line B Vert. Element 1869 1869 1 20.00 20.00 Line C Vert. Element 271 217 1 28.00 20.00 Line C Vert. Element 277 277 1 0.00 22.00 D -1 Left Wall End 386 386 1 10.00 22.00 D -1 Left Wall End 386 386 294 1 13.00 22.00 D -1 Left Wall End 386 386 238 1 20.00 22.00 D -1 Left Wall End 386 386 444 1 0.00 28.00 E -1 Left Wall End 376 376 1 14.00 28.00 E -1 Left Wall End 376 376 446 1 28.00 31.00 Line F Vert. Element 277 277 1 43.50 31.00 Line F Vert. Element 277 277 1 18.00 36.00 G -1 Left Wall End 378 378 196 1 28.00 36.00 G -i Left Wall End 378 378 169 1 0.00 41.00 H -1 Left Wall End 387 387 1 14.00 41.00 14-1 Left Wall End 387 387 187 1 17.00 41.00 H -1 Left Wall End 387 387 82 1 24.50 41.00 H -i Left Wall End 387 387 182 1 33.50 41.00 H -1 Left Wall End 387 387 133 1 43.50 41.00 H -1 Left Wall End 387 387 1 0.00 57.00 Line I Vert. Element 728 728 1 3.50 57.00 Line I Vert. Element 314 314 1 4.00 57.00 Line I Vert. Element 977 977 145 1 30.50 57.00 Line I Vert. Element 1107 1107 264 1 33.50 57.00 Line I Vert. Element 610 610 156 1 37.50 57.00 Line I Vert. Element 531 531 217 1 43.50 57.00 Line I Vert. Element 128 728 2 0.00 0.00 1 -1 Left Opening 3 204 204 2 0.00 11.00 1 -1 Left Opening 3 204 204 59 2 - 0.00 13.00 1 -1 Left Opening 3 204 204 19 2 0.00 23.00 1 -1 Left Opening 3 204 204 73 2 0.00 28.00 1 -1 Left Opening 3 204 204 28 2 0.00 41.00 1 -1 Left Opening 3 204 204 42 2 0.00 46.00 1 -1 Left Opening 3 204 204 59 2 0.00 57.00 1 -1 Left Opening 3 204 204 2 20.00 0.00 2 -1 Left Wall End 175 175 2 20.00 10.50 2 -1 Left Wall End 350 350 2 20.00 20.00 2 -1 Left Wall End 175 175 284 2 28.00 20.00 3 -1 Left Wall End 110 170 50 2 28.00 31.50 3 -1 Left Wall End 170 170 134 2 43.50 10.50 4 -1 Left Wall End 164 164 2 43.50 31.00 4 -1 Left Wall End 164 164 2 43.50 36.00 4 -1 Left Wall End 164 164 26 2 43.50 57.00 4 -1 Left Wall End 164 164 2 43.50 32.00 4 -2 Left Opening 1 47 2 0.00 0.00 A -1 Left Opening 1 283 283 2 6.50 0.00 A -1 Left Opening 1 283 283 80 2 13.50 0.00 A -1 Left Opening 1 283 283 80 2 20.00 0.00 A -1 Left Opening 1 283 283 2 20.00 10.50 B -1 Left Wall End 280 280 378 2 43.50 10.50 8-1 Left Wall End 280 280 2 20.00 20.00 C -1 Left Wall End 271 277 127 2 28.00 20.00 C -1 Left Wall End 277 277 99 2 28.00 31.00 F -1 Left Wall End 277 277 345 2 43.50 31.00 F -1 Left Wall End 277 277 2 0.00 57.00 I -1 Left Opening 3 314 314 2 3.50 57.00 I -1 Left Opening 3 314 314 38 2 5.50 57.00 I -1 Left Opening 3 314 314 19 2 17.00 57.00 I -1 Left Opening 3 314 314 106 2 22.00 57.00 I -1 Left Opening 3 314 314 37 2 30.00 57.00 I -1 Left Opening 3 314 314 50 2 35.00 57.00 I -1 Left Opening 3 314 314 92 2 43.50 57.00 I -1 Left Opening 3 314 314 Reference Number(s) of Related Document(s): D06 -100 Grantor /Borrower: Vijay Prasher Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: 53 Av S, 142XX 53` Av S, Lot 10 Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Connection to sewer, water, gas. 355 SF of pavement repair. 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 __ of DATED this 2i74, GRANTOR(s):Jr� GRANTOR(s): GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING (seal) GE A. �. bi ' ,1 ' , r S,ON 14 or 4N: P UB L1C+ ; • 2 . ',' W 1 r sty day of Nay , 2006 SS. On this 2L/1 day of May , 200, before me a Notary Public in and for the State of Washington, personally appeared Vijaykamal Prasher , 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. 126A: a. /0-2.. Name: Alice A. Dea cy NOTARY PUBLIC, in and for the State of Washington, residing at Kennon My commission expires: 6-16- 08 Page of DATED this 3 O day of fin ; 200 C,p Page of GRANTEE: CITY of TUKWILA By: ' Qw C?'et.Cxv Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING 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. J i E D 4 ,� .,_h, LC. ;O:te�,ri P �ssi . 1-'�y 0 Name: Aire. A. DP.a No (seal) % ; NOTARY PUBLIC, in and for the State of ; , "UBL% ! /� 1.1%)9-16-0!: s ue : = Washington, residing at I�e1�f0�n My commission expires: 6- /6- 08 Page of May 9, 2006 Dear Sir. 202 SY Asphalt Pavement $20 /SY $4,044 2 EA. Catch Basins, Type 1 $300/EA. $ 600 130 L 12" Storm Line $10/LF $1,300 $5,944 Total Contingency Factor 1.50 Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ a PERMANENT FILE COPY Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same City of Tukwila Attn: Department of Public Works Subject: Estimate of Public Works Improvements to 5300 Block of S. 142nd Street, Tukwila, WA (Vijay Prasher Residential Permit No. D06 -100, 14202 53rd Avenue S.) The following gives a breakdown of the estimated cost of providing one -half street pavement and drainage adjacent to the above parcel. Per written communications, a 14 foot wide strip of asphalt pavement and basic storm drainage must be considered. Note that this estimate is not based upon prepared plans, but is intended to provide a working estimate of costs for above. It is understood that the property immediately opposite this site has already bonded for the other half (conceptually) of the future road construction. $8,916 The above is understood to be the bondable amount to the above work, to be posted in lieu of actual bonstruction, to allow approval of the residential building permit. 4 m'/4Y'd6 REC 7770 MAY 1 1 2066 TUKWILA PUBLIC WORKS prasher04 /0603 RECEIVED MAY 1 2006 PERMIT CENTER i CORRECTION LTR# Z t// al DO Project # J PW permit(s) I Building permit(s) I Land Use permits: Preapplication Conditions Met Previous Permits in P+ Does project need a "P" #? Flood Zone pS Type A Allentown Flood Prone I Type B Water meter permanent Yes Type C Water meter deduct cis Type D Water meter water only 0 Type E Water meter temporary d Type F Water district K Sewer district rujc Septic Drainage basin c- L2 detention 4 Infiltration restriction d SAO of Pavement remaining life sa% - /0- in +►s /Si. Pavement is less than three years old d Backflow prevention Water Fire Irrigation Frontage improvements (TMC 11.12) s t (-at; e Dzzothr,PAdinq PC '05 'soy Frontage improvements waived Undergrounding per TMC 11.28 o' t Undergrounding waived q Street Vacation 0 Turnover ,a Developer Reimbursement Agreement of Development Agreement 1 Encroachment O Dedication 0 Private road to PW standards of Public road af Dead End & Landscape Island 1 Hammerhead d Turning restrictions O Signal / Shared infrastructure if Grease interceptor 6 Project Name Project Address Parcel numbers PW Review Check List PERMANENT FILE COPY Dob-loo P24ShtlR 142p7 s3 to Backflow e-mail to Han ry Backflow from Operations Pavement Ape 6 :5b; — /0- 3 go hut' n Joint side sewer of Water plans f -s Sewer plans geS Surface water plans 5 — 5o! ®5 ti 6lccic Road plans e 4. Street lighting plans AJo 0 Cyndy Knighton d Jim Morrow i' Pat Brodin Q Bryan Still 6 John Howat 9 Ryan Larson OK— Robin Tischmak q Mike Cusick al Building Department 19 NA A Application ovL 4 ., Engineer estimate - ROW M,n -/-- �►Z56q Engineer estimate - onsite b 1 'Ms g *13 1. 39 q S Plans D ■ Water concurrency NA. Sewer concurrency NA SW concurrency n A Water availability N A Sewer availability M A KC sewer Use Certificate !)K KC septic approval AI A Traffic safety study N A Technical Information Report p, A- Geotechnical report n/A- Street Lighting calculations Al it State of Washington current water right permit for wells Ai A King County Industrial Waste Discharge approval n/ A• King County DNR approval for connection to interceptor line AM 'N NAG V t , 5ti - Ql, pills y p ,'Li /o /tr ; An. s •b. l r 0s / 8 . 0 ( 0 -_J. Ma tr Ai -- ',ustre gxa4crn /00 ?Y X� � CM if rrb6 2-s4B 675 co Pl/G (z e) - - 6 - ,s 'f t ) 555 (F A'is�F # 5a5- G a7,u. (zz')'� /t O aT lir) Clgo }r ec,Ameepovt v i a � sF ) V30 /sF I �{ W °L2. U "� /\ t"2�tr o/ Pr e) � t o rih 5N �^ /b ai Avial S ) S3o /s F l O WW C51" ° O 4$alm tsp� cop. 5 10 esristare &An < / a/a ete- 'Amer co / />y 2 - 6 - 4 - 8 1 s. it4 ?"�-., 5944 /szno!s9Ib � s4 Y q / � Water meter WO# Fee Sheet in permit files ii.- Pavement Mitigation in P+ oft Charged for extra reviews in P+ oil- Completed the description etc- Completed comments ok Right -of -way Hold Harmless iu tbv -ivy ROW Insurance Non'c r I r. P ROW Financial Guarantee 1J or' c. e L N P t Work Zone Traffic Plan lJ A a S o a tu h Ke Meim approxal for sewer connection to metro line fj N ROW Hold Harmless te£eil FRorvt kPO "r►ac SA G I lekl t less to Gil ti N Before Issue: Close -out Before Final Charge for revision P+ , te Financial Guarantee Release Right -of -way Hold Harmless To Gail: — Recording.; Te-Gait MAINTENANCE AGREEMENTS To Gail: Recording #: To Gail: Recording # To Gail: Recording # La a Agreement- To Gail: Recording # EASEMENTS Access To Gail: Recording # Utility— To Gail: Recording # Shared-side-sewer To Gail: Recording # U Ind To Gail: Recording # To Gail: bops To Gail: To Gail: W To Gait: Close -out Before Final Permit Number Dot) - ico Date oS % ir ob PW Development Engineer vvt9kag— Construction Cost estimates Onsite Right- of-way $. 3 9 r41 2--5b9 a Number of Correction Letters a. Number of Revisions Pavement mitigation fee calculation sar-o rives. Pavement is less than three years old and can not be cut. Estimated remaining pavement life so %. Charge per square foot of cut $ 5. bo Estimated cut area before issuance 3 Ss Pavement mitigation fee Si t-3 s Transportation mitigation fee calculation (Ord. 2111) Zone Use Unit of measure Fee /Unit of Measure Fee '— spRpzes • asz574/ lo Assessments Allentown Water Allentown Sewer Ryan Hill Water Duwamish/Foster Sewer LID Water LID Sewer �[ y Financial Guarantees Performance ROW (150% of Estimate) Performance onsite (150 %of estimate) Performance Subdivision Illumination ( Maintenance ROW (10% of Estimate) Maintenance Subdivision Illumination (10% of construction cost) 'as- Ca r 0 0' 4n°° se PW FEES AND FINANCIAL GUARANTEES o� k ft( _ __S. ' 38 r Rote) P5F. F 35- S 36 1 1.-vcv t 2,4aO zo 0 a P.1 Z S-c Tp S Nen Pro,r ck C?cc I `^^- p.wn/e vsna -",`c 5 t or. tIcaco May 9, 2006 Vijay Prasher 22343 NE 101 P1 Redmond, WA 98053 RE: CORRECTION LETTER #2 Development Permit Application Number D06 -100 Prasher Residence —14202 53 Av S Dear Mr. Prasher: 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: L. Jill Mosqueda, at 206 431 -2449, 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. If you have any questions, please contact me at (206) 433 -7165. Sincerel , encl File No. D06 -100 City of Tukwila Department of Community Development Steve Lancaster, Director 4 44iR arsha chnician P:Vennifer\Correction Letkn\2006\006 -100 Correction Ltr #2.DOC jem Steven Al. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: D06 -100 Project Name: Prasher SFR 14202 53 Av S Review #: 2 Date: 05.08.2006 Reviewer: L. Jill Mosqueda, P.E. The City of Tukwila Public Works Department (PW) has the following comments regarding the above permit application. Please contact me at 206.431.2449, if you have any questions. 1. Provide a pavement restoration detail for the work in 53 Av S. 2. No percolation test was provided. Yet, an infiltration system is shown on the plans. Either provide another method to handle the downspouts or provide percolation documentation that supports the trench system shown. 3. The overflow can not dispense to the right -of -way as shown. Per TMC 11.12.080 2, the unpaved street (S 142 " St) must have %2 street paving (14') and storm drainage installed. The City has a financial guarantee from the development of the house at 14128 53 Av S. for the north %Y of S 142 St. The full street paving and storm drainage should occur at the one time. Please contact me regarding your options. 4. Provide an offsite estimate that includes the frontage improvements in S 142 St. April 13, 2006 Vijay Prasher 22343 NE 101 P1 Redmond, WA 98053 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -100 Prasher Residence —14202 53 Av S Dear Mr. Prasher: 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 Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo, Public Works Department: L. Jill Mosqueda, at 206 431 -2449, 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 throuzh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely encl File No. D06 -100 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director A ka arshall hnician P:venniterConection Leners \2o06\D06 -100 Correction to #l.DOC le 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: Prasher Residence Pemmit #: D06 -100 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be orioinal signed wet stamp not copied.) 1 A number of items are missing on the plans or in the plan construction notes Plan construction notes shall identify all code related items for the construction of the new residence. Below is an example of some of the items that shall be required. Provide plan notes or drawing details for the following items: a) General notes shall dearly specify or identify the current building and energy codes including the local jurisdiction code requirements. b) Show location of the mechanical equipment. Provide notes for mechanical equipment, dollies dryer vents, bathroom and kitchen venting, fireplace type and specifics that meet code, all ventilation requirements, equipment protection, installation requirements etc. (IRC M1305.1, IRC M1305.1.1, IRC M1305.1.2, IRC M1307.3.1) c) Show arnss location to attic and crawispace. Provide size of accesses that meet code. d) Show the required crawlspace venting per code. (R408 & R408.2) e) Foundation plan shall show bolt spacing and specify type of washers. Typically by current prescriptive code requirements, 3" x 3" x'/" washers are used and spaced no more than 6 feet on center. Specify bolts, washers and spacing that meet code or per engineers design requirements. (R403.1.6 & R602.11.1) 0 Plans do not show all the required smoke alarms. Provide plan notes and plan view to show smoke alarms shall meet current code. (R313.1 & R313.2) g) The attic insulation is shown as R-40. R-38 is the current requirements for attic spaces. Review the current 2004 Washington State Energy Code (WSEC). Provide notes and energy code table to show the new residence shall meet current energy codes and insulation requiements. (WSEC Table 6-1, WSEC 1311.2) h) Construction of the front porch and rear porch/deck are not dear as to how they conned to the building exterior. Provide details that meet code for ledger bolting, method for connecting and constructing the concrete porch, type of materials used etc. that meet code. (R606.10 (1) & R502.1) i) Show a door/window schedule. Show bedroom windows shall meet code for emergency egress. (R310) 2 Provide complete plan notes with any details or illustrations necessary for all above items mentioned and any others not mentioned that may be required to show all code requirements are met for the construction of the new residence. Should there be questions concerning the above requirements, contact the Building Division at 206431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 10, 2006 PROJECT: Prasher Residence PERMIT NO: D06 -100 PLAN REVIEW: Contact Jill Mosqueda at (206) 431 -2449 if you have any questions regarding the following comments. 1. Provide one engineer estimate for the onsite work. 2. Provide one engineer estimate for the right -of -way work. 3. Provide a percolation test per Bulletin C4. 4. Provide civil plans that: a) Meet the Public Works standards set forth in Chapter 3 of the Development Guidelines and Design and Construction Standards, Bulletin BI plan Submittal Guidelines, and Bulletin Cl Single Family Residence (all attached). Show existing and proposed elements. b) Clearly show the full right -of -way. c) Clearly show all work in the right -of -way per Bulletin A4, including cut limits and pavement repair methods per Bulletin A6 (attached), d) Clearly show existing and proposed utilities, poles, signs, mailboxes, pavement, structures, streetlights, etc. e) Show invert elevations on the sewer and the storm drainage. March 29, 2006 Vijay K. Prasher 22343 NE 101 P1 Redmond, WA 98053 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -100 Prasher Residence — 142xx 53 Av S Dear Mr. Prasher: This letter is to inform you that your application received at the City of Tukwila Permit Center on March 24, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comments 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) 433 - 7165. Sincerely, t T t T Enclosures File: Permit D06 -100 P.14 rshall ician City of Tukwila Department of Community Development Steve Lancaster, Director P:VenniferUncomplete Letters \2006W06-100 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 Determination of Completeness Memo Date: March 28, 2006 Project Name: Prasher Residence Permit #: D06 -100 Plan Review: Men Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Provide additional plan or show on the site plan, details to identify a footing drain or a crawl space water discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department The intent is that groundwater will not accumulate in the crawl space. Review the following State Plumbing Code subsoil drain requirements for your design. Should there be questions concerning the above requirements, contact the Building DMsion at 206-431 -3670. No further comments at this time. DEPARTMENTS: Building Division ❑ Public Works �rn r4A1C -of/ Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing siip.doc 2-28-02 .../PERMIT COORD COPY `" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -100 PROJECT NAME: PRASHER RESIDENCE SITE ADDRESS: 14202 53 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 DATE: 05 -10 -06 Revision # After Permit Issued Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route gf Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-11-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 06-08-06 Approved ❑ Approved with Conditions Ei Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY ■-- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -100 DATE: 04 -20 -06 PROJECT NAME: PRASHER RESIDENCE SITE ADDRESS: 14202 53 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: � Lag Div on Z � Fire Prevention Public Wor s P. Structural Lm dM4 - 0.0(1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: Incomplete n Planning Division Permit Coordinator ❑ DUE DATE: 04-25-06 Not Applicable n No further Review Required DATE: DUE DATE: 05-23-0 Approved ❑ Approved with Conditions Not Ap proved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: t WstC4 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW M; Staff Initials: t ry v PERMIT COORD COPY '� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -100 DATE: 03 -29 -06 PROJECT NAME: PRASHER RESIDENCE SITE ADDRESS: 14202 53 AV S, LOT 10 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Builuvrig Division Lt Public Works Structural /Lj IM :� 4- 1b -0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUgING: Please Route u, Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 It( n10-- 3-30th Fire Prevention gi Approved with Conditions❑ ❑ Permit Coordinator ❑ DUE DATE: 03-30-06 ❑ No further Review Required DATE: Not Applicable ❑ DATE: Planning Division DUE DATE: 04-27-06 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: 0 I • I' UO Departments issued corrections: Bldg Fire ❑ Ping ❑ PWa Staff Initials: /101^-- DEPARTMENTS: Builtling Di vi s�o A n Public Works Complete ❑ Comments: REVIEWER'S INITIALS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing sIIp.doc 2.2802 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -100 DATE: 03 -24 -06 PROJECT NAME: PRASHER RESIDENCE SITE ADDRESS: 142XX 53 AV S, LOT 10 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Structural Fire Prevention APPROVALS OR CORRECTIONS: ,,PERMIT COORD COPY \„. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete DUE DATE: 03-28-06 Permit Center Use Only INCOMPLETE LETTER MAILED: cx fr' 1 010 Departments determined incomplete: Bldg% Fire ❑ Ping ❑ PW ❑ Staff Initials:_ LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DATE: DATE: Planning Division Permit Coordinator Not Applicable n DUE DATE: 04-25-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila f REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: C - > G — ( Plan Check/Permit Number: D06-100 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Prasher Residence Project Address: 14202 53 Av S Contact Person: Vijay Prasher Phone Number: Lf"? l - &i 2-- Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: #1 5/1 Entered in Permits Plus on \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 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director NECevED tan op rincsvu MAY 1 0 2006 ~£RAttT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ciN 04 ■ 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:f/www.citukwilawa.us Plan Check/Permit Number: h " A Response to Incomplete Letter # _ response to_Correction tatter,# i ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Q ASbiSe S 1?rtz \TR • 1' Project Address: I 4 Zn''( gto A-fr•c. Sc ult,_ Lek $r I o • Contact Person: V I J ') Phone Number: LI 21 2P• -7 a 6 Summary of Revision: q Oki 4 crV 604 � -. Cwyec�s+. ay, Sheet Number(s): at "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LXI Entered in Permits Plus on V11/-010(0 lapplications \forms-applications on Iinelrevision submittal Created: 8 -13 -2004 Revised: 0 -6 6— / 6 Steven M. Mullet, Mayor Steve Lancaster, Director cm � A APR 2 0 2006 LEPVrEF: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: LEr Response to Incomplete Letter # j ❑ Response to Correction Letter # ❑ Revision It after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 'PQASHE4 Project Address: LoTJo /42 d- xx S3 r A"r- S Contact Person: V i \ati IC 1' p 4 s e-" Phone Number: 9 2 S —is a - 3 er. G C Summary of Revision: l� evCsrl'n- c D.tti.n..1yv4 a/v,d .?'wFt' - ' 4:14 City of Tukwila Sheet Number(s): f' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /J an9/Aa.t Entered in Permits Plus on __^^ ,,nnZI tappltcattonsV'orms- 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: 206431 -3665 Web site: http: //www.ci.tukwila.wa.us Plan ChecWPermit Number: Steven M. Mullet, Mayor Steve Lancaster, Director o _ p 6r / ✓ crewel MAR 2 9 ?006 jr CENTER License Information License SANTOCL941JQ Licensee Name SANTOSH CONSTRUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602511903 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 16101 REDMOND WY Address 2 City REDMOND County KING State WA Zip 98052 Phone 4258023666 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 4/18/2006 Expiration Date 4/18/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SG6595 04/17/2006 Until Cancelled 512,000.00 04/18 /2006 Business Owner Information Name Role Effective Date Expiration Date PRASHER, VIJAY PARTNER/MEMBER 04 /18/2006 SINGH, NAVINDER PARTNER/MEMBER 04 /18/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: //f ortress .wa.gov /lni/bbip /printer.aspx ?License= SANTOCL941JQ 05/24/2006 x x x x x x x x x x x