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HomeMy WebLinkAboutPermit D06-334 - Royce Residence - New HouseROYCE RESIDENCE 4037 S 146 ST EXPIRED 9 -21 -08 D06 -334 Parcel No.: 0040000930 Address: 4037 5 146 ST TUKW Suite No: Tenant: Name: ROYCE RESIDENCE Address: 4037 S 148 ST , TUKWILA WA City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: ADAMS V EILEEN Address: VAN FRACHEN ANNA M , 4031 S 146TH/PO BOX 68732 98168 Phone: Contact Person: Name: JOHN MITTERHOLZER Address: 11303 174 AV CT E , BONNEY LAKE WA 98391 Phone: 360 790 -8089 Contractor: Name: REALITY HOMES INC Address: 1208 ALEXANDER AV E , FIFE WA 98424 Phone: 283 926 -6330 Contractor License No: REALIHI984CN Permit Number: D06 -334 Issue Date: 01/24/2007 Permit Expires On: 07/23/2007 Expiration Date: 02/15/2008 DESCRIPTION 01' WORK: CONSTRUCTION OF 1809 SF SFR WITH 484 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, AND UNDERGROUNDING OF POWER. Value of Construction: $178,789.39 Fees Collected: $3,357.04 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 doc: IBC -10/06 * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director D06 Printed: 01 -24 -2007 Public Works Activities: Channelixation / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature. 1 I .� 1 I L t.. Date: permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile • • . e er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e an ce of work. I am authorized to sign and obtain this development permit. Signature: Y/ " / 'Y "�''' Date: / 1 0 - 6 I hereby certify that I have read Print Name: doc: IBC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us Permit Number: D06 -334 Issue Date: 01/24/2007 Permit Expires On: 07/23/2007 Size (Inches): 0 End Time: Fill 10 c.y. End Time: 41214114 Steven M. Mullet, Mayor Steve Lancaster, Director 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. 006 -334 Printed: 01 -24 -2007 Parcel No.: 0040000930 Address: 4037 S 146 ST TUICW Suite No: Tenant: ROYCE RESIDENCE 1: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 - 334 Status: ISSUED Applied Date: 09/07/2006 Issue Date: 01/24/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 608.1) 4: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 5: Maximum grade for all projects is 15 %. 6: Adequate ground ladder access to rescue windows shall be provided. 7: .Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 9: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 10: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 11: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 12: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 13: Any material spilled onto any street shall be cleaned up immediately. 14: 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. 15: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 16: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV 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. doc: Cond -10/06 D06 -334 Printed: 11 -27 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17: REVISION #1 CONDITION - PAVEMENT MITIGATION FEE MAY APPLIES TO THIS PERMIT. AS PART OF PUBLIC WORKS FINAL, PUBLIC WORKS PROJECT INSPECTOR WILL MEASURE PAVEMENT CUT, FOR FINAL PAVEMENT MITIGATION FEE CALCULATION. 18: REVISION #1 CONDITION - A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 19: REVISION #1 CONDITION - A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 20: Prior to moving the building on -site, the property owner shall provide documentation from the King County Health Department concerning an on -site septic system and drainfield. This documentation shall indicate approval by the Health Department. The owner shall additionally be required to sign a No- Protest Sewer Agreement for future installation of public sewer system in the area. This Agreement shall be signed prior to the Final Inspection. 21: (REVISION #1) CONDITION - OWNER/APPLICANT SHALL SIGN W/NOTARY A HOLD HARMLESS AGREEMENT, FOR WORK WITHIN PUBLIC RIGHT -OF -WAY. doc: Cond - 10/06 * *continued on next page ** 006 -334 Printed: 11 -27 -2007 Print Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: �9 �-�(TilsJ Date: // .L -0 7 S1,4-/ Nl renibLz , _ doc: Cond - 10/06 D06.334 Printed: 11 -27 -2007 Parcel No.: 0040000930 Address: 4037 S 146 ST TURW Suite No: Tenant: ROYCE RESIDENCE 1: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 -334 Status: ISSUED Applied Date: 09/07/2006 Issue Date: 01/24/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.8 inch (12.7mm). (1FC 505.1) 4: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 5: Maximum grade for all projects is 18 %. 6: Adequate ground ladder access to rescue windows shall be provided. 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 9: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 10: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 11: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 12: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 13: Any material spilled onto any street shall be cleaned up immediately. 14: 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. 15: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. if the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 16: From October 1 through April 30, cover any slopes and stockpiles that are 311:1V 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. doc: Cond -10/06 006 -334 Printed: 01 -24 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** doc: Cond -10/06 D06-334 Printed: 01 -24 -2007 City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: / _ Date: / r } 6 7 Print Name: ,--J °/NY i t! 2-07 e- - e doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us D06-334 Pdnted: 01 -24 -2007 King Co Assessor's Tax No.: !70 yOGO - 45 Site Address: t/o.3'7 S.���`/C1 ST ,,thee,, l 4 Suite Number: Floor: Tenant Name: � I, 1�(r'1I4JA 1CL New Tenant: o .... Yes El „No Property Owners Name: ( -oa/ F-0 Yee Mailing Address: .-4.3S SW 3S1 s r s T faa/K. 44 Y Name: un bind I4 firer-Axe ze/Z. Mailing Address: 1/3 03 / 79 i¢v,C e-r r E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: CITY OF TUKWILA Community Developmer apartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.ci.tukwila.wa.us Contractor Registration Number: 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** nt iyf'` 5:2 COO • to nt ie9J�PB 3 7.-ritt re dam cc / -'L ! ?O$ IN-C wan/0a Rvf t tk5PMwl'11-VA4 Company Name: Mailing Address: rya it/3614C Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: /]ob&t tnlliNtCR.lnit e24 AV) Nw 1 ter QMppliationWama- Appliaama Oa Linc3 -3006 - Permit AppiicaOaa.eoe *Wine: 42006 bit aty State 9102 Zip Day Telephone: S6 - ' 790 ^gni 4 oivnicY Litge A 1611 / State aty Fax Number: Are City Day Telephone: Fax Number: Expiration Date: Zip L4 f `3 Ztp State Zip 1s".? - 9 .26 - 4.-33o s - ,; - 9.14- Ss'i r,z1Mat State Zip City Day Telephone: Fax Number: SUIT: /I - l 414 /102-867L Anti 9 a3iis — City State Zip Day Telephone: 1.53 -8'S'7 7 ojrC Fax Number: ) Y 3 - /S7' - 7.K 1 Page 1 of6 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): ( Demos -, n n L 143t.,uE / 1rtD ZLPtsec c..r tvC,t.+ airy S4 Fr r crony WvideAr Will there be new rack storage? ❑ ..Yes ❑ .. No (If yes, a separate permit and plan submittal will be required) tliildhii gtifa d dif i gn o ` lstmg: ewe Sk7 1 7/ b V IA N Y6 14 PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm X'..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes JNo If "yes ", attach list of materials and storage locations on a separate 8 -1/2 s 11 paper indicating quantities and Material a fety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: AppliuMoolotmrAppliwioat Oe Lind- -2016 -Permit Appllutioe.doc anvi.cd: 4-2006 - tb Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION Scope of Work (please provide detailed information): Water District ❑. Tukwila Water Availability Provided Sewer District ❑...Tukwila 1 .. Sewer Use Certificate Submitted with Application (mark boxes which apply): INE ...Civil Plans (Maximum Paper Size — 22" x34 ") ❑...Technical Information Report (Storm Drainage) ❑...Bond ❑.. Insurance ❑.. Easement(s) .Total Cut .Total Fill 10 10 ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection - Irrigation Domestic Water ❑ ...Permanent Water Meter Size... It ❑ ...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑...S ewe r Main Extension Public _ ❑ ...Water Main Extension Public _ . Water District #125 . VaIVue ❑... Sewer Availability Provided cubic yards cubic yards Q:Wpplic ttmawmms- Applicuima On Line V -2006 • Permit Application.doc Revised: 42006 bh 206 -433 -0179' Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Private Private ❑ .. Highline ❑..Renton ❑...Seattle ❑ .. Approved Septic Plans Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ., -Work in Flood Zone e nStorm Drainage ❑ ...Renton Proposed Activities (mark boxes that apply): ❑...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for Tess than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance 2(Construction/Excavation/Fill - Right -of -way Non Right-of-way f ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: ° Qty ; Unit Type: Qty . , Unit Type: " Qty .: Boiler /Compressor: - Qty Furnace <I00K BTU ' Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Di 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/I,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /I,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: 70e-/ T y' /7I M,GS Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): Use: Residential: New Replacement ....D Commercial: New ....0 • Replacement .... ❑ Fuel Type: Electric 16, Gas....D Other: Indicate type of mechanical work being installed and the quantity below: —r r piecSrthwun tbn NCF State Zia Expiration Date: Q: Application,Wonn,-Applicetiont On Wnet3-2006 -Permit Application.doc Revised: 0 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 2 - Drinking fountain or water cooler (per head) 0 Wash fountain Gas piping outlets 0 Bidet 0 Food -waste grinder, commerc O Receptor, indirect waste o Clothes washer, domestic / Floor drain C Sinks Dental unit, cuspidor Shower, single head trap 0 Urinals 0 Dishwasher, domestic, with independent drain Lavatory - 0 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) 0 Water heater and/or vent I Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors O Repair or alteration of water piping and/or water treating equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving one to five inlets/outlets for specific gas 0 Additional medical gas inlets/outlets — six or more 0 uPLT)MBING AND GAS PIPING' '?RMIT INFORMATION - 206- 431.�1Q PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Contact Person: E -Mail Address: Fax tuber: Contractor Registration Number: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Appliation,Womu- Appliatimu On LineU- 2006 - Permit Appliatian.doc Revived: 4-2006 • bb State Zip Expiration Date: p Valuation of Project (contractor's bid price): $ 01 Z. r� Scope of Work (please provide detailed information): Zeu(r 6 in ft , j , rvS /' P LU S P✓L PR- A /SriC Page 5 of 6 Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 E R AUTHORIED AGENT: Signature: A y . / M. Date: 9- 7- ZCJt Day Telephone: Mailing Address: /12 o /'7 "C. Cr C. Xs&v c GD9 City state Print N Date Application Expires: I Date Application Accepted: 0610 Q IApplicatioosWmms- Applications On Line13-2006- Permit Applicetion.doc Revised: 4-2006 /157p/ Z Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 S37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for P' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for I 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. ` BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME RoYGE (StR) PERMIT# b0(, - 33 4 @ 4037 S. 1464 51 If you do not provide co actor 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 ca Mobilization Erosion prevention Water /Sewer /Surface Water 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 /0 Enter total fill volume t o Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 tegory: So 0/50o7/000 /Soo dr" 3SOo — g' to cubic yards cubic yards $ 81 Use the following table to estimate the grading plan review and permit fee. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 337 s.° 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. $250 (1) (5) (4) 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 l 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1' 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 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ 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 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 $ (6) (7) $ 23 %- (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 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 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 PERMIT IS ISSUED (6 +7+8 +9+10) $ 11 1 2 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 $1,00 Temporary Meter 3 $ (9) Parcel No.: 0040000930 Address: 4037 S 146 ST TURW Suite No: Applicant: ROYCE RESIDENCE ACCOUNT ITEM LIST: Description PW ADDL PERMIT /INSP FEE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Receipt No.: R07 -02494 Payment Amount: $22.00 Initials: LAW Payment Date: 11/14/2007 12:27 PM User ID: 1632 Balance: $0.00 Payee: HYANNIS MANAGEMENT GROUP, INC TRANSACTION LIST: Type Method Description Amount Payment Check 1067 22.00 Account Code Current Pmts 000/342.400 22.00 Total: $22.00 Permit Number: D06 -334 Status: ISSUED Applied Date: 09/07/2006 Issue Date: 01/24/2007 4966 11/14 9710 TOTAL 22.00 dm. Rernint -Oft Printn.1: 11-14-2007 Doc RECSEIS-06 RECEIPT NO: R06 -01972 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: /hvww.ci.tukwila.wa.us Initials: JEM Payment Date: 12/18/2006 User ID: 1165 Total Payment: 2,298.36 Payee: NEW PARADIGM DEVELOPMENT GROUP LLC SET ID: 1205 SET NAME: ROYCE RESIDENCE SET TRANSACTIONS: Set Member Amount D06-334 '' 1,875.42 M06 -196 212.44 PG06 -141 210.50 TOTAL: 2,298.36 TRANSACTION LIST: Type Method Description Amount Payment Check 16971285 2,298.36 TOTAL: 2,298.36 ACCOUNT ITEM LIST: Description BUILDING - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE SET RECEIPT Account Code Current Pmts 000/322.100 1,759.42 000/322.100 212.44 000/345.830 2.50 000/322.100 208.00 000/342.400 23.50 000/342.400 88.00 000/386.904 4.50 TOTAL: 2,298.36 2805 12/18 9716 TOTAL 2298.36 • Copy Reprinted on 09 -13 -2006 at 14:27:30 09/13/2006 RECEIPT NO: R06 -01430 Initials: JEM Payment Date: 09/13/2006 User ID: 1165 Total Payment: 1,574.23 Payee: HYANNIS MANAGEMENT GROUP, INC. SET ID: 091206 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D06 -334 M06 -196 PG06 -141 TOTAL: 1,481.62 45.61 47.00 1,574.23 TRANSACTION LIST: Type Method Description Payment Check 1015 1,574.23 TOTAL: 1,574.23 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT Amount Account Code Current Pmts 000/345.830 1,236.23 000/322.100 250.00 000/345.830 88.00 TOTAL: 1,574.23 9617 09/13 9716 TOTAL 1574.23 Project: Oti [P ider < Type of Inspection: 5t Address: I/0375 /S4e S -e- Date Called: 031/210k Special Instructions: 61C (� V ? 1 4.SL Date Wanted: t) 3/niot (c. in P.m) Reques Gt ro- o ct ( C Phone Not A53 / ; -7 /) G 1- Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: / �C t� 19 tn. ai v ¢ PV 4-- 1 4,t-e A G / (Date: pi/of $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: !Date: Proje G! 1 n � F3 Type of Inspection: s .._.. Address: ` 4 -1(137 5 1 Date Called: 1 1 / 2-7107 Special Instructions: E�G v . 1 Date Wanted: , a.m. It i % p.m. Re ue s r: � U . el Itt� rift al 2...Q1 Phone No: i (ao 7 qo ease? INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dab , -PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 11 4 C-d apAmsc S. r4L'ik 1►' 67 1444\ Tkped fkite /r1ad><<yc a � 4 ; 1 �'Am . Inspector: ea (Date: I I j .., I / 558.00 REINSPECTION FEE REQUIRED, Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: I Date: Project: /209 /2rs Type of I sp ection: _ \J �i4 / z,is - Address: / 516 7 5 /L /(„, 5-/ Date Called: Special Instructions: Date Wanted: --7 m. - 2 - 0 / Requester: Phone No: - 2 5,3-5"26 —CV // ��( required prior to approval. I 1 Approved per applicable codes. Corrections COMMENTS: Inspect: ....___ /S, . / /�.._ .�. Date: - INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 p 00 REINSPECTION FEE REQ !RED. Prior o inspection. fee must be at 6300 Southcenter Blvd., ite 100. lithe schedule reinspection. RpR€ipt No.: 'Date: ProJeq: Type of Inspection: Address( 0..3 7 S /vG -s/ Date Called: Special Instructions: Date Wanted: Z 7 - 0 7 . ,..n CAL P.m. Requester: Phone No: 0253- 377-.52 7 INSPECT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P Approved per applicable codes. I SPECTION RECORD etain a copy with permit COMMENTS: I Dat" ! Z 7 58.00 REINSPECTIO FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcen er Blvd., Su' (e 100. Call the schedule reinspection. 'Receipt No.: (Date: Ei Corrections required prior to approval. COMMENTS: rr ( ) PicN i(1-O v VP pc> e t r( 1 1-0 ✓ e>M..a C' cN1ln(rt 104iS - c Lo LAr (o,/ -�1 `)f �,� ((o t Date Called: Special Instructions: Date Wanted: 7 _ 2 -c-1` 0 a.m. m. Requester: Phone No: 255- IZ6z.-OII 1 ` ct: �oa Res Type of Inspection: - 12 ti AA i IC) 6 V Ad'-1 d ess: n3 `7 5 i ((o s i Date Called: Special Instructions: Date Wanted: 7 _ 2 -c-1` 0 a.m. m. Requester: Phone No: 255- IZ6z.-OII 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. nspec rRecei o.: INSPECTION RECORD Retain a copy with permit Date: 'Date: Corrections required prior to approval. • I -z —(T7 REINSPECTION FEE R • (WIRED. Pr or o inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Prgjec�:��� llLLl�JI �� Type of . , , , of Inspection: P/9r7? . A C/ & S 7 e 5 --� Date Called: Special Instructions: Date 7 /2- 0 7 Requester: Phone No: 253 ci2G- Co/ // /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE 206)431.3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Catle 1;0^ ,eni 10714 "ode_ coa "nit 24 - 3 94- 4 342.. rn 34 794 Maio4 7 ice_ A 4 cadenee.727, c , nr l � 0 rn v. ��i j r, 4 1 fin-- si ti /-e , 4nPe r ,e) iitiv S58. 1 I = EINSPECTION FEE REQUIRED. Prior o inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. (Receipt No.: Date: Prole � � koyc4 PPS -e Type of Inspection: r V 4 /09 f- r''r , Address: Y037 S /VV if Date Called: Special Instructions: Date Wanted: 7-6, /per Requester: Phone No: a5 716 -oii i INSPECTION NO. A� i z IN PEC%10N RECORD CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: Retain a copy with permit Cri 04% /J J 'CyC ,4 dd o //e CR . Corrections required prior to approval. z vl e bt' e ll / i - ,,f/.4 v, ,,,,/ /4 /./tYyr r-0-ye , larar e n ! »-i �'7° 7 iy 4e-id i-T city,/ Cs /y s i---"fO S 54 V/ , i' , .. s -,;,5 /o ',Lea i a S te . �.ry L L - 449l44.4 ! ' cc2o.%,de (Sat f2,, Inspector: Date (206)431. 6 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: /j Type of In coon: �� / : 7 Address: 0 �A/ 4 e Date Ca .... (,/� 3 /l Special Instructions: I c)ii‘r Date Wanted: 7 -G'.7 Requester: Phone No: Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 981 licable codes. K t Corrections required prior to approval. COMMENTS /r f - Z �J � + C // 4, be, 3 r',l .t ,J /J/(JJ[ sat, is � [ . S - -7'q .s� . P .47,4 A, / s /`ri7 O l/ 6 el k 4.4 .r4- /(fig / 9) AbAte-{ u /�.� / "./ irei X 40 TA T Inspector: /U&e z1 Z INSPE RECORD Date: N (206)431 -367 $58.00 REINSPECTION FEE ' EQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. ;Receipt No.: ;Date: • . COMMENTS: n5 . /A-,, z9f s6..� S 4b /� hN 7/h rte/ `_ L, /11.►' !-/ ( "<b 3 A, /2',, X707 j .-r Date Wanted: a - 2 'i -/y s %,t< 4 Z'9 - Requester: s `en 4 i.1a />s i &, L,,, a Ani1S. ..v SO Fk 6tn J-w , 2 47 P vi ifsl3 4 40i rr C4..,•/ ' re-- 5 - Cd - .(f74*4 ip 5 gl 1i), ..4,,.,, ex< . seta. 60 Cob - /nn (95 S .6G.. zrir2,,S) lcs Project: Type of Insp ction: Address: 4/057 s /r Date Called: Special Instructions: Date Wanted: a - 2 a mm Requester: Phone N 2s3 o: - S2 — o /// Inspector: Date: /_ j-t), 5 I INSPECTION RECORD ` Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. 1 Qom`- /12.- PERMI (266)431 -3670 0 $58.00 REINSPECTI N FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ProJpFtD / 9 �t� r (�' Type of Inspectiol : IZLYI Add s . &W7 S /t /�S Date Called: Special Instructions: Date Wanted: c — Z v 67 1p m Requester: Phon No: 07f3 — 72 - o /// a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IT O. 6)431 -36 t `Corrections required prior to approval. COMMENTS: `7 / 1 � ) / _ / i1 � { 7) rain 1 f /9 4, 4 / re , it re ,° / t» . Ckft, - ,. /gee// P P �' 4 F r T r t ✓1.. ♦iI i`!r T/ tiii� 7'4,,n -, -" Aprl- - ni et-e// 77 �.- 1 t # /r407or $58.00 REINSPECTION ftE REQUIRED. Prior o inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro e Alo )/ fie' /2r5 . Type of Inspect on: ' ` /1 /�O S �?°FI N Addres . L /oi 37 5 /'/c sl Date Called: Special Instructions: Date Wanted: .5- -/7 —O C a.ni: t Requester: Phone No: &S 732 - 5S —7 /Approved per applicable codes. Corrections required prior to approval. COMMENTS: / /2 11 ^ , l ,1- to A cove 14/6(17, a icli 4i . 16 4. p %% ( 2508 n A INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit a Date: S / 7_07 ❑ $58.00 REINSPE • FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: /2 0 9e 1 R ?S Type of KBo sk- 4Ih7v5 Address: o i13 7 5 /4" 5.-/ Date Called: Special Instructions: Date Wanted• a. s / - v 7 p Requester: Phone No: z53 732 - c se - 8 "7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. orrections required prior to approval. COMMENTS: c1 / ism, Inspector: IDate 7 $58.00 REI CTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: / ?OQ/eS ,25. Type of Inspection: r- 4 '/ V4'/ /J Address: 2/n37 S /4/454 Date Called: Special Instructions: Date Wanted: a.m. - S — /6 -b7 Requester: Phone No: 253- 732 - Ss497 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 PERMIT (206)431.3670 rep t.pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / {Inspector: �� ' Date: 6 El .00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: ,coo 9c/te Z'S . Type of Inspection: c`4Gr,7_5 2, Address: yo3 7 S /yG s Date Called: Special Instructions: Date Wanted: — / — o - 7 m Requester: Phone No: x253 -37 325' 7 INSPECTION RECORD Retain a copy with permit INSPECT I ' N NO CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: n$uec A AA ! �j5 .00 REINSPECTION FEE ]tEQUIRED. Prig( to inspection, fee must be d at 6300 Southcenter Blv�d1., Suite 100.kall to sechedule reinspection. Receipt No.: Datti— Date: Approved per applicable codes. D Corrections required prior to approval. `. .. Project: , & /4r /?PS. Type of Inspection: — 54 ° I 1 / /v4 /4 9I /i;VI Addresf: 4/C3 7 5 / 5 Date Called: Special instructions: Date Wanted: a.m. �— / s 0 r Requester: Phone No: r2 C 5? ? ? - Ss3? INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Insp tor: I ; -0 $58. REINSPECTIONIFEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. vi Corrections required prior to approval. Project: nn / l> �e /! ° . Type of nspeg5ttt�oyy /vied Jirfr lil, Address: 4 3 7 S. / Date Called: Special instructions: Date Wanted: a.m. Requester: Phone No: —2.s.g - 73 Z - `? 5 t97 INSPE INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. CITY F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: NAT )1740y Inspector: IAA .1.4 `A I a !Date: 558.00 R � PECTION FEE RE IRED. P or o inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Cal the schedule reinspection. Receipt No.: !Date: Projeecrc ,1/4.5 fl ��'S 2 Type of Inspection: � / -/- i/i & u/q Address. x/03 7 5 /S'/, 57 Date Called: Special Instructions: Date Wanted: 4/ - ZD —Q-7 �'� p.m• Requester: Phone No: -.5 06e - 0 /// INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ur 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206143 670 COMMENTS: Receipt No.: Date: Approved per applicable codes. D Corrections required prior to approval. 58.00 REINSP CTI paid at 6300 Southce INSPECTION RECORD Retain a copy with permit FEE REQUIRED Prior to inspection, fee must be ter Blvd., Suite 00. Call to sechedule reinspection. Dat-: PERMIT NO. Project: Ro 4Cf (2 cc, , Type of Inspection: hoot )fl L- Address: I 0 3 7 S 1 4 6, s-1 Date Called: -) f ) 4---c( A le� ` liv‘ {•CI..)t!e Special Instructions: - Date Wanted: Li _,3_ a.m. Requester: Phone No: Q(�� tkoproved per applicable codes. Corrections required prior to approval. COMMENTS: C '., ) N) Krewcc 2 rir' eoCc -Ii9*-1 — d<7••+'-t• Ier7 -) f ) 4---c( A le� ` liv‘ {•CI..)t!e Ins. - tor: i A Date: — I n . 5fi.00 REINSPECTION FEE EQUIRED. Prio to inspection. fee must be INSPECTION NO. INSPECTION RECORD v Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431-3 pfd at 6300 Southcenter Blvd, Suite 100. Call to sechedule reinspection. Receipt No.: I Date: Project: , Type of Inspection: \, Address: 4 (0; 3 SO Al‘ 5 Date Called: z � 7 Special Instructions: Date Wanted: a.m Requester: Phone No3 ^g e.n0 /2/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0096 -;3 PER (206)43T•3Q70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,CC' i/e l/ i` '(i/€ !/'e p fr J 7h SAr, is s1,74- /PO, 17 $58.00 REINSPEC7rIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 2003 IBC LATERAL ANALYSIS ONLY FOR: REALITY HOMES PLAN: O' ROYCE1809 Th SITE CRITE % %. REVIEWED FOR CODE COMPLIANCE oon n%�c f DEC - 4 2006 r City Of Tukwila J ILDING DIVISION SITE: 4037 5. 146TH 5T. TUKWILA, WA 98168 20 POP OD Mr1-1 15 0 D LATERAL ENGINEERING ONLY SINGLE USE ONLY THIS ENGINEERING I5 SITE SPECIFIC DO NOT ACCEPT WITHOUT AN ORIGINAL RED SEAL ORIGINAL STAMP MUST Copyright © 2006, Hodge Engineering, Inc. BE RED TO BE VALID Me Ulf PLAN ""M1E" :` -. '` . RESIDENTIAL O�ROYGEIBO4 i\1% HO "�:W WA „,n ENGINEERING 11 -16-06 2003 IBC engineering inc. .-- a ° i;i:::.w REPORT #6.1028 CORRECTION spvW 331.1 LT R# OD Plr1-1 15 0 D 20 POP 2003 IBC LATERAL ANALYSIS ONLY FOR: REALITY HOMES PLAN: O' ROYCE1809 Th SITE CRITE % %. REVIEWED FOR CODE COMPLIANCE oon n%�c f DEC - 4 2006 r City Of Tukwila J ILDING DIVISION SITE: 4037 5. 146TH 5T. TUKWILA, WA 98168 20 POP OD Mr1-1 15 0 D LATERAL ENGINEERING ONLY SINGLE USE ONLY THIS ENGINEERING I5 SITE SPECIFIC DO NOT ACCEPT WITHOUT AN ORIGINAL RED SEAL ORIGINAL STAMP MUST Copyright © 2006, Hodge Engineering, Inc. BE RED TO BE VALID Me Ulf PLAN ""M1E" :` -. '` . RESIDENTIAL O�ROYGEIBO4 i\1% HO "�:W WA „,n ENGINEERING 11 -16-06 2003 IBC engineering inc. .-- a ° i;i:::.w REPORT #6.1028 CORRECTION spvW 331.1 LT R# Hodge engineering Inc. Engineering Instructions and Notes All structural members are shown on the engineering S pages. The enclosed engineering calculations document the analysis used to determine the structural members of the S pages. The engineering calculations are not required to be referenced for construction. Contractor shall verify all notes, dimensions and conditions prior to construction. Contractor shall provide temporary bracing as required until all permanent connections have been installed. Engineer and designer shall be notified by the contractor of any discrepancies at the time they are noted. (IBC 2301.2) There are three methods for the design of wood based structural elements. These methods are allowable stress design (ASD), load and resistance factor design (LFRD), and conventional light - frame wood construction. This engineering uses allowable stress design in accordance with the provisions of Sections 2304 (General Construction Requirements), 2305 (General Design Requirements for Lateral- Force - Resisting Systems), and 2306 (Allowable Stress Design) of the 2003 IBC. The provisions of conventional light -frame wood construction (IBC 2308) do not apply unless noted otherwise. This engineering report contains the results of the lateral engineering calculations (and gravity load if noted) for the proposed structure. Lateral load modeling was completed with Wood Works Design Office (www.woodworks- software.com 800- 844- 1275). Wood Works was developed based on the American Forest & Paper Association's National Design Specification (NDS) for Wood Construction. The AF &PA is the same professional organization that produces the Allowable Stress Design (ASD) manual for engineered wood construction, National Design Specification (NDS) for wood construction, Wood Frame Construction Manual (WFCM) for one -and two - family dwellings, and the Load and Resistance Factor Design (LFRD) manual for engineered wood construction. Gravity load calculations (if completed) were accomplished on Wood Works Sizer wood database to determine member size Any member to member connections that are not common are detailed on the prints. Scope of Services Hodge Engineering Inc. provides engineering to resist lateral loads (and gravity if noted) in accordance with the 2003 IBC This engineering is for the structure and foundation only. Foundations are engineered to support the structure with an assumed 1500 psf soil bearing. No soils report has been provided to Hodge Engineering Inc. unless specifically noted on the engineering S sheets. Special foundations for steeply sloped lots or with poor soil bearing are not provided unless noted otherwise. It is the client's responsibility to notify the engineer about special site conditions. Gentle slopes not requiring a geotechnical report by the jurisdiction are accommodated by the step footing and pony wall details of the S sheets. Architectural Revision: The architectural plans are used as the basis for engineering. The architectural plans usually do not meet all engineering criteria and require modification. It is the client's responsibility to identify these changes on the engineering plans and to notify their architect and get any plan changes necessary prior to start of work. Changes may Include additional foundations or footings, beam size changes, siding changes etc. Where required by the building official, the classification and investigation of the soil shall be made by a registered design professional (1802.1). Site grading. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 5 percent for a minimum of 10 feet (1803.3) Compacted fill material shall not be used unless allowed by a soils engineering report (1803.5) Hodge Engineering, Inc. John E. Hodge P. E. 2601 Jahn Ave NW Ste. At 7 Gig Harbor, WA &' , if ST. ( 857-7055 P 5 98168 2 of 12 a l Ho ge enginee ng inc. Materials Lumber shall conform to DOC PS 20 Manufactured I- Joists shall conform to ASTM 5055 Structural glued - laminated timber shall conform to AITC A190.1 and ASTM D 3737 Preservative - treated wood shall conform to applicable AWPA standards Trusses, truss drawings and truss engineering shall be provided by the manufacturer. Metal plate connected Wood trusses shall be manufactured as required by TPI 1. Floor and roof sheathing shall be per IBC tables of section 2304. Fastening shall be per the 2003 IBC fastening schedule table 2304.9.1. Plywood APA Rated Roof: 15/32 CDX or OSB PI = 24/0 Floor. % T&G CDX or OSB — PI = 48/24 Concrete Minimum specified compressive 28 strength (Table 1904.2.2(2)) Air entrainment per 1904.2.1 2,500 psi for basement walls and foundations not exposed to the weather, damp proof walls below grade 2,500 psi for slabs and interior slabs on grade, except garage floor slabs 3,000 psi for vertical concrete surfaces exposed to the weather 3,000 psi for driveways, curbs, walks, patios, porches, carport slabs, steps and other fiatwork exposed to the weather and garage floor slabs. Reinforcing Steel ASTM A-615 Grade 40 for #4 and smaller ASTM A-615 Grade 60 for #5 and larger CODE CRITERIA Building Codes 2003 International Building Code Seismic Zone D Response Mod Factor 6.5 Soil Profile D Wind Zone Speed and Exposure on engineering calculation cover and S sheets Design ASD, ASCE -7 SOILS CRITERIA Soils Consultant Soils Report # Bearing Pressure Bearing Depth Minimum uniformly distributed Live Loads Attics with Storage 20 psf Attics without Storage Decks Exterior Balconies Fire Escapes Guardrails and Handrails Guardrails in -fill Components Passenger Vehicle Garages (looms other than Sleeping Rooms Sleeping Roomsi:°` Stairs„ None provided by builder unless noted on S sheets If provided to Hodge Engineering report # will be noted on S sheets 1500 psf assumed unless noted otherwise 18° 10 psf 40 psf 60 psf 40 psf 200 psf 50 psf 50 psf 40 psf 30 psf 40 psf 4.24.08 Hodge Engineering, Inc. John E. Hodge P. E. 2601 Jahn Ave NW Ste. At (2 5 ) Harbo 857- 5s � TH ST. (253) 857 7055 Fax."( S 98168 3 of 12 LATERAL ANALYSIS.wsw Level 1 or 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN -15' -10' -5' WoodWorks® Shearwalls 2004d D-1 Nov. 16, 2006 10:25:01 80' 75' 70' 60' 55' - 50' 45' 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' - - -10' -15' 4037 S. 146TH ST. 5' 10' 15' 20' 25' 30' 35' TUIWILA, WA 98168 4 of 12 LATERAL ANALYSIS.wsw Level 2 of 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Woodworks® Shearwalls 2004d C -1 A -1= r a N 43 42 ' Nov. 18, 2008 10:30:21 65' 60' -- 55' 50' 45' 40' 35' • 25' • 20' - - 15' 10' 5' 0 ' -10' -15' 4037 S. 146TH ST. -10' -5' 0' 5' 10' 15' 20' 25' 30' TUK ILA, 98168 5 of 12 Design Code Wind Standard Seismic Standard IBC 2003 ASCE 7 - 02 ASCE 7 - 02 Wind Capacity Increase Shear C&C Panels 1.40 - Load Combinations 0.70 Seismic 1.00 Wind Building Code Capacity Reduction Wind Seismic 1.00 1.00 Nall Withdrawal Modification Duration Temperature Moisture Content Factor Range Fabrication Service - - - - Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 4.00 3.33 Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold - down Forces: Based on applied shearline force Seismic Materials: Include gypsum on exterior walls Case 2 rigid diaphragm bad distribution: 75% loads, torsional. moment IBC Occupancy ASCE 7 Equivalent Category II - All others Category II - All others Project Wind ASCE 7 - 02 General analytic method for all bldgs Seismic ASCE 7 - 02 Equivalent lateral force procedure Design Wind Speed 85mph Exposure Exposure B Enclosure Enclosed Use Group 1 Design Category 0 She Profile Class D Topographic Information [1t] Shape Height Length - - - She Location: - Spectral Response Acceleration 31: 0.600g Ss: 1.900g Fundamental Period T Used Approximate Ta Maximum7 E -W 0.160s 0.160s 0.192s N-S 0.160s 0.160s 0.192s - - Response Factor R 6.50 6.50 Company Project Hodge Engineering Inc. 2601 Jahn ave.NW Suite A -1 Gig Harbor, wa 98335 EXPOSURE S SEISMIC CATEGORY D 2003 IBC WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LATERAL. ANALYSIS.wsr COMPANY AND PROJECT INFORMATION DESIGN SETTINGS SITE INFORMATION WoodWorks® Shearwalls 2004d Protect Information Nov. 16, 2006 10:39:01 4037 S. 146TH ST. TUKWILA, WA 98168 6 of 12 WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 STORY INFORMATION Structural Data BLOCK and ROOF INFORMATION 4037 S. 146TH ST. TUKWILA, WA 98168 7 of 12 Block Dimensions [R] Floor /Ceiling Depth (ln] Face Type Roof Panels Slope Overhang [R] Block 1 1 Story N - S Ridge 10.0 8.00 Level1 2.83 Location X,Y = 2.00 39.75 North Gable 90.0 1.00 Extent X Y • 22.00 21.75 South Joined 90. 1.00 Ridge X Location, Offset 13.00 0.00 East Side 30.0 1.00 Ridge Elevation, Height 18.02 6.35 West Side 30.0 1.00 Block 2 2 Story N - S Ridge Location X,Y• 0.00 - 1.25 North Gable 90.0 1.00 Extent X,Y= 24.00 41.25 South Gable 90.0 1.00 Ridge X Location, Offset 12.00 0.00 East Side 30.0 1.00 Ridge Elevation, Height 26.59 6.93 West Side 30.0 1.00 WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 STORY INFORMATION Structural Data BLOCK and ROOF INFORMATION 4037 S. 146TH ST. TUKWILA, WA 98168 7 of 12 Story Elev [ft] Floor /Ceiling Depth (ln] Wall Height [R] Ceiling 19.67 0.0 Level2 11.67 10.0 8.00 Level1 2.83 10.0 8.00 Foundation 2.00 WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 STORY INFORMATION Structural Data BLOCK and ROOF INFORMATION 4037 S. 146TH ST. TUKWILA, WA 98168 7 of 12 Wall Sheathing (in] Fasteners Spcg [In] Framing Members [In] Apply Grp Surf Material Thick Orient Size Type Edg Fld Bikg Species G Spc Notes 1 Ext SS incl. OSB 7/16 Vert Bd Nail 3 6 yes Hem -Fir 0.93 16 1,3 2 Ext SS incl. OSB 7/16 Vert 8.1 Nail 4 8 yes Hem -Fir 0.43 16 1,3 WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 MATERIALS by WALL GROUP N otes. 1. Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 1532" sheathing with same nailing because stud spacing is 16 "max. or panel orientation Is horizontal. 4037 S. 146TH ST. TUKWILA, WA 98168 8 of 12 North -South Shearines Type Wall Group(s) Location X [ft] Extent [k] Start End Length [Hl FHS [tt] Height [tt] Line 1 Level 2 Line 1, Level 2 Seg 2 0.00 0.25 90.00 39.75 29.75 8.00 Wall 1 -2 Seg 2 0.00 0.25 40.00 39.75 29.75 Opening 1 5.50 10.50 5.00 8.00 Opening 2 31.25 36.25 5.00 8.00 Wall 1 -1 NSW 4.00 -1.25 0.25 1.50 0.00 Lovell Line 1, Level 1 Seg 2 0.00 0.25 61.50 61.25 47.25 8.00 Wall 1 -3 Seg 2 0.00 90.00 61.50 21.50 21.50 Wall 1 -2 Seg 2 0.00 0.25 40.00 39.75 25.75 Opening 1 4.75 9.75 5.00 B.00 Opening V 21.25 25.25 9.00 8.00 Opening 3 32.25 37.25 5.00 8.00 Wall 1 -1 NSW 4.00 -1.25 0.25 1.50 0.00 Line 2 Level2 Line 2, Level 2 NSW 11.50 -1.25 0.25 1.50 0.00 8.00 Wall 2 -1 NSW 11.50 -1.25 0.25 1.50 0.00 Level 1 Line 2, Level 1 NSW 11.50 -1.25 0.25 1.50 0.00 8.00 Wall 2 -1 NSW 11.50 -1.25 0.25 1.50 0.00 Line 3 Level 1 Line 3, Level 1 Seg 2 15.75 0.25 61.50 61.25 4.75 8.00 Wall 3 -1 Seg 2 15.75 0.25 5.00 4.75 4.75 Line 4 Level2 Line 9, Level 2 Seg 2 24.00 0.25 40.00 39.75 32.25 8.00 Wall 4 -1 Seg 2 24.00 0.25 40.00 39.75 32.25 Opening 1 17.25 19.75 2.50 8.00 Opening 2 31.25 36.25 5.00 8.00 Level 1 Line 4, Level 1 Seg 2 23.23 5.00 61.50 56.50 51.50 8.00 Wall 4 -2 Seg 2 22.00 39.75 61.50 21.75 16.75 Opening 1 48.00 53.00 5.00 8.00 Wall 4 -1 Seg 2 24.00 5.00 39.75 34.75 39.75 East -West Type Wall Location Extent [ft] Length FHS Height Sheartlnes Group(s) Y[ft] Start End [ft] [ft] [ft] Line A Level2 Line A, Level 2 Seg 2 -0.22 0.00 29.00 24.00 14.50 8.00 Wall A -2 Seg 2 -1.25 4.00 11.50 7.50 0.00 Opening 1 5.25 10.25 5.00 8.00 Wall A -3 Seg 2 0.25 11.50 24.00 12.50 10.50 Opening 1 17.50 19.50 2.00 8.00 Wall A -1 Seg 2 0.25 0.00 4.00 4.00 4.00 Lovett Line A, Level 1 Seg 1 -0.46 0.00 15.75 15.75 8.25 8.00 Wall A -2 Seg 1 -1.25 4.00 11.50 7.50 0.00 Opening 1 5.25 10.25 5.00 8.00 Wall A -1 Seg 1 0.25 0.00 4.00 4.00 4.00 Wall A -3 Seg 1 0.25 11.50 15.75 4.25 4.25 Line B Levell Line B, Level 1 Seg 5.00 0.00 24.00 24.00 0.00 8.00 Wall 13-1 Seg 5.00 15.75 24.00 8.25 0.00 Opening 1 17.25 16.25 1.00 8.00 Opening 2 19.25 22.25 3.00 8.00 Line C Level2 Line C, Level 2 Seg 2 40.00 0.00 24.00 24.00 22.00 8.00 Wall C -1 Seg 2 90.00 0.00 22.00 22.00 22.00 Wall C -2 NSW 40.00 22.00 24.00 2.00 0.00 Lovell Line C, Level 1 Seg 2 40.00 0.00 22.00 22.00 19.00 8.00 Wall c -1 Seg 2 40.00 0.00 22.00 22.00 403 ?.S. 146TH ST Opening 1 12.00 15.00 3 . 00 11 IKWII 4 1.V4 ORMF WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 SHEARLINE, WALL and OPENING DIMENSIONS 9 of 12 WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 SHEARLINE, WALL and OPENING DIMENSIONS (contlnued) Wall C -2 Line D Level Line D, Level 1 Seg Wall D -1 Seg Opening 1 NSW 2 2 39.75 22.00 61.50 61.50 0.00 0.00 3.00 24.00 2.00 22.00 22.00 22.00 22.00 19.00 16.00 0.00 6.00 6.00 8.00 8.00 4037 S. 146TH ST. TUKWILA, WA 98168 10 of 12 North -South SheenInes W Gp For Dlr Ld. Case Shear Force [pia V pbs] V/L VIFHS Int Allowable Shear [pif] Ext Co C Total V Ps] Crtt. Resp. Line 1 Level 2 Lnl, Lev2 2 Both 1 873 22.0 29.3 495 1.00 S 495 14719 0.06 Level 1 Lnl, Levl 2 S ->N 1 1507 29.6 31.9 495 1.00 S 495 23377 0.06 2 N ->S 1 1419 23.2 30.0 495 1.00 S 495 23377 0.06 Wall 1 -3 2 5 ->N 1 686 24.6 31.9 495 1.00 995 10637 0.06 2 N ->S 1 646 23.2 30.0 495 1.00 495 10637 0.06 Wall 1 -2 2 S ->N 1 821 29.6 31.9 495 1.00 495 12740 0.06 2 N ->S 1 773 23.2 30.0 495 1.00 495 12740 0.06 Line Ln3, Levl 2 S ->N 1 1027 16.8 216.3 495 1.00 3 495 2350 0.44 2 N ->S 1 953 15.6 200.6 495 1.00 3 495 2350 0.41 Line 4 Level 2 Ln4, Lev2 2 Both 1 873 22.0 27.1 995 1.00 S 495 15956 0.05 Level 1 Ln4, Levl 2 3 ->N 1 1230 21.8 23.9 495 1.00 3 495 25480 0.05 2 N ->5 1 1175 20.8 22.8 495 1.00 S 495 25480 0.05 Wall 4 -2 2 S ->N 1 400 21.8 23.9 495 1.00 995 8287 0.05 2 N ->S 1 382 20.8 22.8 495 1.00 995 8287 0.05 Wall 4 -1 2 S ->N 1 830 21.8 23.9 495 1.00 495 17193 0.05 2 t4 1 793 20.8 22.8 495 1.00 495 17193 0.05 East -West W For Shear Force [pin Allowable Shear Wit] Crlt. Shearllnes Gp Dir Ld. Case V ribs] V/L VIFHS int Ext Co C Total V ribs] Resp. Line A Level 2 LnA, Lev2 2 Both 1 2071 86.3 142.8 495 1.00 S 495 7174 0.29 Wall A -2 2 Both 1 86.3 495 1.00 495 0.0 - Wall A -3 2 Both 1 1500 86.3 142.8 495 1.00 495 5195 0.29 Wall A -1 2 Both 1 571 86.3 142.8 495 1.00 495 1979 0.29 Level 1 LnA, Levl 1 Both 1 4020 255.2 487.3 638 1.00 S 638 5263 0.76 Wall A -2 1 Both 1 255.2 638 1.00 638 0.0 - Wall A -1 1 Both 1 1949 255.2 487.3 638 1.00 638 2552 0.76 Wall A -3 1 Both 1 2071 255.2 487.3 638 1.00 638 2711 0.76 Line C Level2 LnC, Lev2 2 Both 1 1972 82.2 89.7 495 1.00 S 495 10885 0.18 Level 1 LnC, Levl 2 W ->E 1 4830 219.5 254.2 495 1.00 5 495 9400 0.51 2 E - >W 1 4828 219.5 254.1 495 1.00 S 495 9400 0.51 Line D LnD, Levl 2 Both 1 1018 46.3 169.7 495 1.00 S 495 2969 0.34 WoodWorks® Shearwalls LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 SHEAR RESULTS Flexible Diaphragm Wind Design C- Sheathing Combination: 4 Add capacities; S- Strongest only; X- Strongest or twice weakest. 4037 S. 146TH ST. TUKWILA, WA 98168 11 of 12 North -South Shearlines ' W Gp For Dir HIW Fact. Int Ext Shear Force [pm V [Ibs] VIL VIFHS Int Allowable Shear (pif] Ext to C Total V [Ibs] Crit. Reap. Line 1 Level2 0.350 0.168 0.16 -1.82 Lovell 35562 1399 3732 3732 Lnl, Lev2 2 Both 1.0 .94 1970 49.6 66.2 - 331 1.00 S 331 10431 0.20 Lovell 1.00 1.00 Lnl, Levl 2 Both 1.0 .69 2925 47.8 61.9 243 1.00 5 243 16394 0.25 Wall 1 -3 2 Both 1.0 1.0 1331 47.8 61.9 353 1.00 353 7598 0.18 Wall 1 -2 2 Both 1.0 .69 1594 47.8 61.9 243 1.00 243 8796 0.25 Line 3 Ln3, Levl 2 Both 1.0 1.0 1027 16.8 216.2 353 1.00 S 353 1679 0.61 Line 4 Level 2 Ln4, Lev2 . 2 Both 1.0 .94 1961 49.3 60.8 331 1.00 5 331 11314 0.18 Level 1 Ln4, Levl 2 Both 1.0 1.0 2591 45.9 50.3 353 1.00 S 353 18200 0.14 Wall 4 -2 2 Both 1.0 1.0 843 45.9 50.3 353 1.00 353 5919 0.14 Wall 4 -1 2 Both 1.0 1.0 1749 45.9 50.3 353 1.00 353 12281 0.14 East -West W For HM Fact. Shear Force [plf] Allowable Shear [plf] Crit. Shearlines Gp DIr Int Ext V fibs] VIL VIFHS Int Ext Co C Total V [Ibs] Resp. Line A Level 2 LnA, Lev2 2 Both 1.0 1.0 1997 83.2 137.7 353 1.00 S 353 5124 0.39 Wall A -2 2 Both 1.0 1.0 83.2 353 1.00 353 0.0 - Wall A -3 2 Both 1.0 1.0 1446 83.2 137.7 353 1.00 353 3711 0.39 Wall A -1 2 Both 1.0 1.0 551 83.2 137.7 353 1.00 353 1414 0.39 Lovell LnA, Levl 1 Both 1.0 1.0 2707 171.9 328.1 456 1.00 S 456 3760 0.72 Wall A -2 1 Both 1.0 1.0 171.9 456 1.00 456 0.0 - Wall A -1 1 Both 1.0 1.0 1312 171.9 328.1 456 1.00 456 1823 0.72 Wall A -3 1 Both 1.0 1.0 1394 171.9 328.1 456 1.00 456 1937 0.72 Line C Level2 LnC, Lev2 2 Both 1.0 1.0 1934 80.6 87.9 353 1.00 S 353 7775 0.25 Level 1 LnC, Levl 2 Both 1.0 1.0 3200 145.4 168.4 353 1.00 S 353 6715 0.48 Line D LnD, Levi 2 Both 1.0 .75 637 29.0 106.2 265 1.00 8 265 1590 0.40 SEISMIC INFORMATION SHEAR RESULTS WoodWorks® Shearwalls Flexible Diaphragm Seismic Design C- Sheathing Combination: A- Add capacities; S- Strongest only ; ; X- Strongest or twice weakest. Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.93 Ev = 0.19 D LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 4037 S. 146TH ST. TUKWILA, WA 98168 12 of 12 Buliding Mass pbs) Area [sq.1t) Story Shear [Ibs] E -W N -S Shear Ratlo Rmax E -W 14 RellabIllty Factor p E -W N - Level2 29542 965 5616 5616 0.350 0.168 0.16 -1.82 Lovell 35562 1399 3732 3732 0.501 0.330 0.93 0.38 Structure 65104 - 9348 9348 - - 1.00 1.00 SEISMIC INFORMATION SHEAR RESULTS WoodWorks® Shearwalls Flexible Diaphragm Seismic Design C- Sheathing Combination: A- Add capacities; S- Strongest only ; ; X- Strongest or twice weakest. Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.93 Ev = 0.19 D LATERAL ANALYSIS.wsr Nov. 16, 2006 10:39:01 4037 S. 146TH ST. TUKWILA, WA 98168 12 of 12 Hod g e engineering inc. Date of Request s Support # Please complete the information below, sign this request form, and fax to: Hodge Engineering at 253 - 857 -7599 Client Request for Engineering Support Hodge use on Client Information *Company: REALITY HOMES *Contact: *Hodge Engineering Proj #: Architect / Plan # *Site Address *Phone: Fax: 6.1028 Mobile: Email Address: Items with * are uired. Description of Problem: See Attached (check): I YES ® NO Engineering Requested (check): ® Plan Modification Construction Error ® Engineering Error Other. Request Via (check): ® Phone g Meeting EP Fax fl Other. I authorize the above requested work and associated charges. Client Signature (ok to start Work): 2601 Jahn Ave NW Suite Al Gig Harbor, WA 98335 Tel: 253 - 857 -7055 Fax: 253- 857 -7599 www.hodoeenoineerina.com DEPARTMENTS: . l Bul n ivISion r:� Public Works Complete Comments: , PERMIT COORD GOi << PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -334 DATE: 11 -21 -06 PROJECT NAME: ROYCE RESIDENCE SITE ADDRESS: 4037 S 146 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-28 -06 Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route u Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions t� ❑ Permit Coordinator ❑ No further Review Required DATE: DUE DATE: 12 -26 -06 Not Approved (attach comments) ❑ DATE: Planning Division Not Applicable ri Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /1 '.2 /— ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Royce Residence Project Address: 4037 S 146 St Contact Person: , -So4.4 M%Trc?+l0t_24CR Phone Number: (34ao 79 - OD? 5 Summary of Revision: A} Vail ,n 6 tCJ! OS t o.J -Tex (../ A ge, m ofri 7cs are L -re Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by Entered in Permits Plus on {1121 Ict■4 \applications orms -app ications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D06 -334 Steven M. Mullet, Mayor Steve Lancaster, Director fry p x NOV 2 2006 t'"r MJT CENTER 2 pki ACTIVITY NUMBER: D06 -334 DATE: 10 -05 -06 PROJECT NAME: ROYCE RESIDENCE SITE ADDRESS: 4037 S 146 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: B In 90 gig G trill i Ision Fire reventionsiion 'W/ Fire f S j revention Public Works lo Complete Comments: f� TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY �~ PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required DATE: DATE: Cam Al it -f r i vi b Planning Division chi Permit Coordinator DUE DATE: 10-10-06 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 Approved ❑ Approved with Conditions ❑ Not Ap proved (attach comments) I E!f Notation: REVIEWER'S INITIALS: DUE DATE: 11-07-06 / Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg P: Fire ❑ Ping ❑ PW ❑ Staff Initials: /JAW Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D06-334 arr ® Response to Incomplete Letter # 1 "- rU ❑ Response to Correction Letter # OC r 0 5 togs ❑ Revision # after Permit is Issued P ERA4Il C EDER ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Royce Residence Project Address: 4037 S 146 St Contact Person: "-1-1.1 M1 tea Phone Number: gL° - 790 - 5e8S Summary of Revision: ,A70•41 TekS azias nl ? ',cede dS`fc -c", Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / U'VN G� Entered in Permits Plus on in(TRLA, - j \applications\forms- applications on line'revision submittal Created: 8 -13 -2004 Revised: ACTIVITY NUMBER: D06 -334 PROJECT NAME: ROYCE RESIDENCE SITE ADDRESS: 4037 S 146 ST X Original Plan Submittal Response to Correction Letter # DATE: 09 -13 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTM NTS:d V° " BulDn ri Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete L Comments: TUES/THURS ROUTING: Please Route L, Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY ''-� PLAN REVIEW /ROUTING SLIP III drikist Fire Prevention V Structural Incomplete DATE: DATE: Planning Division ❑ Permit Coordinator No further Review Required DUE DATE: 09-14-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Vi , tj LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-12-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision I No. Date Received Staff Initials ! I Date Issued I Staff Initials Staff Initials I I Summary of Revision: Summary of Revision: Received By: Revision No- Date Received ! I Staff Initials I Date Issued ! ( Staff Initials l J I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: rixice ke5idenc e PERMIT Site Address: Origina, sue Date: i ay(0 Revision No. Date Received Staff Initials Date Issued "Staff Initials 1 Summary of Revision: Revision No. Summary of Revision: 10 /?;1c7 Date Received REVISION LOG C A I Staff I Initials r r,v✓izr Received B Received By: til l 7jo 7 o4Jer eZ Koss /..J IFS/ Harr e 4 Date Issued (please print) . (please prim] please print (please pant) A41 Staff Initials Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D06 -334 Grantor: Aaron Royce, an Individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along South 146 Street and adjacent to 4037 South 146 Street Abbreviated Work Description: Work within the City Right -of -Way, pavement cut, and undergrounding of power. 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. IN WITNESS WHEREOF', said individuals have caused this instrument to be executed this 13$' day of /kbva , 2007. Prop y Own r Authorized Signature Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that (2At� R.° L j c 2 and is/are the person(s) who appeared before me, and said individual(s) acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated i 1 1/3 101 �%%.,a%%ap 7 :" ` m% Notary ublic in and for the State of Washington �n .o "s residing at 1 /57A / i i S 8 L ‘ 41 t My appointment expires Os 029 - i n Tk DATED this 28 day of Novi— , 2007 GRANTEE: CITY of TUKWILA By: r n t'')Crs•t Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. 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. 4 ;� OTA, ai yi Ifs Z i U Vl % =Z� � N� QL' i0 _ O Name: tc,( c:t (i e . f! C,d g�( NOTARY PUBLIC, in and for the State of Washington, residing at flc > ' le, My commission expires: C5 a / 0 Project: Kayo', a nl Type of Inspection: 1XV r%),,, Address: �/ 7 Date Called: -" -r -11(4 Soma l instructions: Date Wanted: I p7!'! 1 1 - 06 Requester: Phone No: 7 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. Approved per applicable codes. Ej Corrections required prior to approval. OMMENTS: LJ $58.00 REINSPECTIO F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: 07 -29 -2008 JOHN MITTERHOJ 7FR 11303 174 AVCTE BONNEY LAKE WA 98391 RE: Permit No. D06 -334 4037 S 146 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/21/2008 , your perntit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Pemnt Technician xc: Permit File 14o. D06 -334 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 Date Estimate # 11/2/2007 25 JRP Construction John Pemberton PO Box 5200 Yehn, WA 98597 360 -400 -5282 Name / Address NEW PARADIGM DEVELOPMENT 45 WALLACE WAY SQUIM, WA 98382 PERMIT CENTER Zo6 -3 3y Estimate Project Description Qty Rate Total OPEN CUT 146Th ST. FOR UTILITIES UTILITY TRENCHING DOWN SIDE OF PROPERTY APPROX 200' INSTALL CONDUIT AND JUNCTION BOX. PATCH ASPHALT AND COVER TRENCH 4,000.00 3,300.00 4,000.00T 3,300.00T Subtotal $7,300.00 RECEIVED CITY OFTUKWILA NOV 0.5 20011 Sales Tax (8.8 %) $642.40 Total $7.942.40 JRP Construction John Pemberton PO Box 5200 Yehn, WA 98597 360 -400 -5282 Name / Address NEW PARADIGM DEVELOPMENT 45 WALLACE WAY SQUIM, WA 98382 PERMIT CENTER Zo6 -3 3y Estimate October 30, 2006 John Mitterholzer 11303 174 Av Ct E Bonney Lake WA 98391 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -334 Royce Residence — 4037 S 146 St Dear Mr. Mitterholzer: 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 Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, 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. Sincerely,;, arshall hnician encl File No. D06 -334 City of Tukwila Department of Community Development Steve Lancaster, Director 41e P:Uennifer■Conection Letters t2006'D06.334 Correction Ltr #I.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 12, 2006 Project Name: Royce Residence Permit #: D06 -334 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size) (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The topographical lines shown on the site plan indicate a sloping site. The plan shows a foundation construction for a flat lot conditions. Provide elevation drawings to show foundation construction consistent with this site's sloping conditions. Include foundation details consistent with the sloping conditions that meet code for stepping foundation construction. Lion. (IRC R602.11.3 & R601.1.1) 2. Two windows, one in master bathroom the other at the front entry, shall be required to be safety glazing. Indicate safety glazing for those windows. (IRC R308 4) 3. Provide a front entry landing and stair detail. Detail shall show consistency with the site topographical conditions. (IRC R311.4.3, R311.5.3.1, R311.5.3.2, R311.5.3.3 & R601.1.1) 4 Clarify actual elevation of the garage floor in relation to the main floor elevation and identify garage floor slope. Coordinate with site sloping conditions to identify water drainage away from the building. (IRC R309.3) 5. Please note above "PLAN SUBMITTALS" "all sheets shall be the same size" this shall include site plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ieptember 14, 2006 lohn Mitterholzer 11303 174 Av Ct E 3onney Lake, WA 98391 i2E: Letter of Incomplete Application # 1 Development Permit Application D06 -334 Royce Residence — 4037 S 146 St Dear Mr: Mitterholzer: This Letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 13, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Buntline Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D06 -334 P:Vennifer\Incomplete Letters \2006 \D06 -334 Incomplete Ltr #I.DOC jem City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Determination of Completeness Memo Date: September 14, 2006 Project Name: Royce Residence Permlt #: 006 -334 Plan Review: Allen 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). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. On a site plan provide additional 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. (Please note: as described above under Plan Submittals "all sheets shall be the same size ", site plan included.) Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. ' f(I' N Ytl i� ftilp;i II ,.� b II^^ m nY))h •wi.�ryrrn fi ijin^n4M ', ".i;KG Ske ed ress (attach map end legal deeerlptlon showing hydrant locetlon end Site of main): 4037 s Ht0 Sr 42:16130 g'1,1 amt.: Address: Phone: C,5 �) 4 7/ 4 /' This certificate Is for the purposes of: 'el Residential Building Permit ❑ Preliminary Plat ❑ Commercial/Industrial Building Perml3 ❑ Rezone Estimated number of service connections and water meter size(s): Vehlcular distance from nearest hydrant to the closest point of stru re is h. Area Is served by (Water Utility District): K.0 IA )A1'EM Nt ¢'Iticf 1. 7.5 X i4 1r Owner/ gent Sign re t. 2. 3. CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 N The proposed project Is within 1 t 4. I hereby certify that the above information is true and correct. ik ZS a% - 2- 9,sf7 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: lit " - WNW Hei /Zee Address, 1 " A , v ar 6- amove LAke Phonec" 7 7 soS9 9.1 Short Subdivision ❑ Other X V7Vab Date o Improvements required. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow' requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more nom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / Z 9 6 gpm et 20 psi residual for duration of 2 hours ate velocity of 5' fps is documented by the attached ceiculations. 5. Ware ailabliity: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided tathis project unless the ❑ System Is not capable of providing service to this project. improvements in Item B -2 are me CIT ' t O SEP 13 2006 PFAMff CENTER ,t A±- « 2.,5 -04 By Date /669 rE-P 0 7 This certificate is not valid without Water District No. 125's attachment Ile "Attachment to Certificate of Water Availability." T71 Permit Center /Buil lamp Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 (City /County) Division: Part A: (To Be Completes' by Applicant) , Purpose of Certificate: botO es t s T't r\ n 14 K - , ❑ luilding Permit ❑ Preliminary Plat or PUD ❑ Other U Short Subdivision ❑ Rezone Propose se: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: _TON NI M / TTEk H0Lt6R Phone: 36,b 7q p 80g9 Property Address or Approximate Location: Tax Lot Number. 1/037 S. i'tb Si COL/ ©00 OQ3D ' Legal Description(Attach Map and Legal Description if necessary): 9 1 4D e- M S t-k9 A.l E 1' 'ZS E / /Z Part B: .(To Be Completed by Sewer Agency) ,• 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): CV nee-14-1 Co nne eird 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement Is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. qY a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ RECEN a. District Connection Charges due prior to connection: CITVOFTU GFC: $ SFC: $ UNIT: $ TOTAL: $ SEP 13 21 (Subject to Change on January 1st) PERMITCEN King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required , be Requi d - r i c. Other. Cay�lc , er# - o "YV n, -AI b' C 01 et- f i i 04-1.4 g Pte✓ Title J 14816 Military Road South P.O. Bo550 Tukwila, A 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE, OF SEWER AVAILABILITY /NON - AVAILABILITY certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify th4the above sewer agency information is true. This certification shall be valid for one year from t date of/ nature. s /ao /n Date Pt(8--S-1 VI LP 6 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate'). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as. the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist orthat may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/NonAvailability and this Attachment, and fully unyl'erstand the terms and conditions herein. cant' s Signature ` Date License Information License REALIHI984CN Licensee Name REALITY HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602170782 Ind. Ins. Account Id 0 Business Type CORPORATION Address 1 1308 ALEXANDER AVE E Address 2 City FIFE County PIERCE State WA Zip 98424 Phone 2539266330 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/15 /2002 Expiration Date 2/15 /2008 Suspend Date Separation Date Parent Company Previous License SECURF* 190LB Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FANCHER, THOMAS E PRESIDENT 02/15/2002 HANKEL, JAMIE SECRETARY 02/15/2002 HANKEL, LOWELL K JR VICE PRESIDENT 02/15/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Bond Date Amount Received Date https: / /fortress wa.gov /lni/bbip /printer.aspx ?License= REALIHI984CN 01/24/2007 x x x x x x x x x x 5 �d .1', ;!4 ; J U• 1�S L O Z 26 -10 -09 EXISTING EXISTING SLOB. BLDG. cf Cn to AIRPORT VALLEY VINYL UPHOLSTER 14612 MILITARY ROAD SOUTH TUKNILA, NA 99168 • i i t MILITARY RD. S• BILE OpwY �, Permit No. ME Plan review approval is subject to errors and omissb . Approval of construction doomments does not aua)mtm the violation of any accepied code or ordinance, Reodpt of approved Field Co and conditions is acknowledged; �Y Cabe: � City of Tukmia _ 6UUbING DIVISION i- i _© 7 _- G7 r cs.•• EXISTING BLDG. -1 NEW ' ADDITION i (2, 000 Sq. Ft.) t SITE PLAN SCALE:... NONE Rmmmm FNOTE' ,,,nges shall be made tiro a�Pe °tt vrithout prior app .-;t sla Building DivWan• Revisions will require a new plan submittal may Include additional plan review fees• 0 CIO sue•' lb d cr 26 -10 -09 EXISTING EXISTING SLOB. BLDG. cf Cn to AIRPORT VALLEY VINYL UPHOLSTER 14612 MILITARY ROAD SOUTH TUKNILA, NA 99168 • i i t MILITARY RD. S• BILE OpwY �, Permit No. ME Plan review approval is subject to errors and omissb . Approval of construction doomments does not aua)mtm the violation of any accepied code or ordinance, Reodpt of approved Field Co and conditions is acknowledged; �Y Cabe: � City of Tukmia _ 6UUbING DIVISION i- i _© 7 _- G7 r cs.•• EXISTING BLDG. -1 NEW ' ADDITION i (2, 000 Sq. Ft.) t SITE PLAN SCALE:... 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