Loading...
HomeMy WebLinkAboutPermit D03-370 - NUNAN RESIDENCE - NEW HOUSEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D03 -370 Nunan Residence 5325 South 139th Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 121 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. NUNAN RESIDENCE 5325 S 139 ST D03 -370 z Parcel No.: 1670400129 Permit Number: D03 -370 _ , I' - w Address: 5325 5 139 ST TUKW Issue Date: 06/15/2004 cc 2 Suite No: Permit Expires On: 12/12/2004 _J 0 N 0 Tenant: cn w Lu Name: NUNAN RESIDENCE H Address: 5323 S 139 ST, TUKWILA WA N u- WO Owner: Name: NUNAN PETER M Phone: u_ Q Address: 14924 57 AV 5, TUKWILA WA cn i 2 Contact Person: z _ z Name: DAN GLACE Phone: 253 847 -9009 r-.. O Address: P.O. BOX 1112, EATONVILLE WA w r— ui Contractor: v o co Name: Phone: 0 H Address: Contractor License No: Expiration Date: H v O U DESCRIPTION OF WORK: z CONSTRUCTION OF A NEW 2041 SQ FT SINGLE FAMILY HOME WITH 432 SQ FT ATTACHED GARAGE v co PW activities include roof downspout splash blocks, 1" water meter, sanitary side sewer, pavement 1:.. H cut of 600 square feet, and grading. Access exists and is paved for 20' from the property line. O z Value of Construction: $199,086.00 Fees Collected: $12,504.79 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 185 c.y. Fill 130 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: N Private: N Y Water Meter: doc: Devperm D03 -370 Public: N Non - Profit: N Public: N Printed: 06 -15 -2004 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: % ( Ma Print Name: 6 4 I . ' " 1) - 14,6 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. D03 -370 Printed: 06 -15 -2004 : 11ii: �.`. :k.�....r.c.r.�:F / «:�',i:(A,.. .. �'. �4?,> �wiL' nrli? L' xv1!✓ X- fF?: 4 'riisi�w?z'ii'6wsJiv.t+.:.i�1: � z cc ~ W J 00 Date: 6 /S-d Y 0 CO E- Q LL w �a // ww 1 1 0 Date: V/ / O — L I o z w 0 I z Parcel No.: 1670400129 Address: 5325 S 139 ST TUKW Suite No: Tenant: NUNAN RESIDENCE 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: 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. 3: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 4: 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. 5: 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. 6: 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. 7: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 9: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 10: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 11: All mechanical work shall be under separate permit issued by the City of Tukwila. 12: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 13: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -370 Permit Number: D03 -370 Status: ISSUED Applied Date: 11/25/2003 Issue Date: 06/15/2004 Printed: 06 -15 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 19: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 22: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 23: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrants exceeds 250 feet. 24: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 26: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 27: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 28: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 29: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** D03 -370 Printed: 06 -15 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: Alma_ Alma_ ' • Print Name: (;) ' `i VA-- doc: Conditions D03 -370 as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: S /b`7" Printed: 06 -15 -2004 WATER METER INFORMATION Z ~ w n:L 0 0 co U.I J = CO u_ w Q cc = d METER #1 METER #2 METER #3 f— W Z F- I— O Water Meter Size: 1 0 0 w ~ Quantity: 1 0 0 M D Water Meter Type: PERM v o O- 0 ~ 5205a04 Work Order Number: w in Connection Charge: Y $100.00 U $ 0.00 $0.00 - 0 Installation: Y $950.00 $0.00 $0.00 Additional Install Deposit: $0.00 z $0.00 $0.00 v co Plan Check Fee: Y $10.00 $0.00 $0.00 0 H Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Z Subtotal: $1,100.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $4,200.00 $0.00 $0.00 Parcel No.: Address: Suite No: 1670400129 5325 S 139 ST TUKW DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2041 SQ FT SINGLE FAMILY HOME WITH 432 SQ FT ATTACHED GARAGE PW activities include roof downspout splash blocks, 1" water meter, sanitary side sewer, pavement cut of 600 square feet, and grading. Access exists and is paved for 20' from the property line. TOTAL WATER FEES: $5,300.00 doc: PWWATER City o. Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us D03 - 370 Steven M. Mullet, Mayor James F. Morrow, P.E., Director Permit Number: D03 -370 Issue Date: 06/15/2004 Permit Expires On: 12/10/2005 Printed: 08 -12 -2005 7iw41. U7. i + N' i` YI�iY .t,a�.c%1w,t^i�LTu..4'.cuWki S Parcel No.: Address: Suite No: City of Tukwila Steven M. Mullet, Mayor Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION z _,- Permit Number: D03 -370 cc z Issue Date: 06/15/2004 6 D Permit Expires On: 02/18/2006 U O N 0 co ul J F- w 0 u-Q co = �w ZI H I- 0 METER #1 METER #2 METER #3 Z H UJ • N ui D Ca Water Meter Size: 0.75 0 0 0 '— Quantity: 1 0 0 = Lu w Water Meter Type: PERM H 0 iz 11 - - O Work Order Number: 5205a04 iu Z UW Connection Charge: Y $60.00 $0.00 $0.00 O H Installation: Y $490.00 $0.00 $0.00 Z 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 1670400129 5325 S 139 ST TUKW James F. Morrow, P.E., Director DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2041 SQ FT SINGLE FAMILY HOME WITH 432 SQ FT ATTACHED GARAGE PW activities include roof downspout splash blocks, 1" water meter, sanitary side sewer, pavement cut of 600 square feet, and grading. Access exists and is paved for 20' from the property line. Revision #2 Install fire hydrant and 3/4" meter instead of 1" meter and sprinkler system. Replace trench along driveway with a swale. Delete dispersion trench on the west side of the property. Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 TOTAL WATER FEES: $2,280.00 doc: PWWATER D03 -370 Printed: 09 -01 -2005 {v�1'v.L.,,,w f. tF: �. ���.} N�. v3•+: nt.' Saa�<, i'ir��Hf3;�v`+�1�tJti4+'b,YJi.'i Site Address: Tenant Name: Me/f//9" / & C31) G6 Property Owners Name:- Qt0f t Y; 1\)lktfkaftn Mailing Address: lik 2-4 5 A'C , J Name: & V\Q- iV (.&Y (Y Pee/ N y C4-Vl Mailing Address: 1 24 W7 ? Ave_ 5. E -Mail Address: U..Y\O -1r1 Q� `NASIe) COW GENERAL.'CONTRACTOR INFORMATIO Company Name: at t. h re5 k v CJ Mailing Address: \ O kV( XQy ck Ave. a ,) &u -c-B Contact Person: 'Eric- (.,Q(Dsf V nc J E -Mail Address: Contractor Registration Number: -Q 1 .Pr -T( Expiration Date: ' 16/04— **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** • s ARCHITECT O F RECORD.: = , All plans must be stamped'by Arckiteck o Record:;;: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department 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** X323 'I/ s . (3q s±, .. .. . . ... .. � .. .. .. . . � .. .. .. >. �... .. , �� . n ter ��•>t. Company Name: Mailing Address: Contact Person: E -Mail Address: \applications\permit application (3.2003) 3/2003 0, ad)/ / //Z i2/4 Pa I zg City City New Tenant: [] .... Yes J ..No King Co Assessor's Tax No.: ] C7 0-e' Z—CU Suite Number: u30 R Day Telephone: 206 - - 2k7v °1'2E10 -465175s Tu,0t O Q � sl �8 /_ State Zip Fax Number W( - 2 /42 `2023 y Engineer,of •Record State State Floor: Zip City State Zip Day Telephone: 253 63 ?Jo --O ( l Fax Number: 253 — (: 32(0 " 1 5 Zip City Day Te�le hose: Fa Number: City State Zip Day Telep n�e: Fax Number: \� T vL, Valuation of Project (contractor's bid price): $ .applicationsIpermit application (3.2003) 312003 Page 2 Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes O.. No If "yes ", see Handout No. for requirements. Provide; All Building Areas in Square Footage: Below -: l ".Fl ow' :.:,:: 2" °,Floor •3r .Floors : :, :Ba s ement : Accessory Attached Garage Detached, Garage ._ Attached •Carport Detached; carp ort';: ' Covered'Deck Uncovered. Deck Existing • Addition to Existing_ . Structure / 4 Type of Construction per UBC • Type of Occupancy per. UBC 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) :' /Oo Floor area of principal dw elling: t . - o� / 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 ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. la.:sK�.n .7 :'ia�:i'et1a Itt PUBLIC: WoRfs •rERMIT:nvr 7 .t / Water District ® ...Tukwila ❑...Water District #125 ❑ ... Water Availability Provided Submitted with Application (mark boxes which apply): \S —Civil Plans (Maximum Paper Size — 22" x 34 ") ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): A/7/9 ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right - of - way Use - No Disturbance .A -Construction/Excavation/Fill - Right -of -way I Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill 21 ...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ,O ...Permanent Water Meter Size... . I is ❑ ...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applications \permit application (3.2003) 3/2003 cubic yards cubic yards .TI! ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 ft wo# 620 54-4. WO# WO# Private Private Page 3 ) , 6=433 =01 Scope of Work (please provide detailed information): 41e. I! j,' Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0.. 0.. ❑ ...Renton Sewer District g ...Tukwila ❑... 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. Right -of -way Use - Profit for less than 72 hours Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Traffic Impact Analysis ❑...Hold Harmless D infl WW1 y) g (Petit Show i as ,ox _o ih 5. I ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ('� t l e1iumna, (o -OW - lamed. 4 ❑...Deduct Water Meter Size I it pty ) j 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 Telephonet City State Zip r"tr':y4 Unit Type:' Qty 'Unit Type: Qty Unit Type: Qty . Boiler /Compressor: Qty Furnace <100K BTU r Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan / 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor., Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent / Hood t 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit - • <= 10,000 CFM ".Incinerator —Comm/Ind 1 E CCAL P PERMITINFORMATION MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: BUILDING 0 Signature: Print Name: Date Application Accepted: .applicationskpermit application (3.2003) 3/2003 118 Contractor Registfation Number: cAt( d.•C 5340 c1)5 Expiration Date: ' 3 • - dy "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): $ � d0 0 Scope of Work (please provide detailed information): C.Oirip4e.7"e. Sy Use: Residential: New ....0 Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: YERMIV APPLICATION NOTE • plicable to` all permits >!n 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. OR AUTHORIZED AGENT: Date: /7 24 —O 3 Mailing Address: l - . 0 (// V Id 1—e% it —x drti.c) S7 06=431-367 env/ Day Telephone: 2 53 ' ?-'* City State Zip Date Application Expires: 25= 4t;. (1 City State Day Telephone: Fax Number: 9s• ygie Zip 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 1 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 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME A/c/iv 4-n/ / S/D 'C PERMIT# a0 3 — 370 1. APPLICATION BASE FEE 2, Enter total cost for each improvement category: General Erosion prevention /06.9 . ro Z. Water 972.4-12 Sewer Storm water Road /Parking /Access. 40/B .o 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 of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) Use the following table to estimate the g the excavation and fill volumes. 5. GRADING Plan Review and Per Fees $ Enter total excavation - volume /8 $ cubic yards Enter total fill volume / 30 cubic yards p ication fee. Use the greater of $250 (1) rl �R� CTii 4 MAY 0 2 p 0 R MoroFNT. 04 R CORRECjION LT R# � TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 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. co,. g. / Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Zs :'7..w".i4ti 1 c 370 34-370 QUANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101— 1,000 $37.00 for 1s 100 CY plus $17.50 for•each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1s 100,000, 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 T 50 °761_ ,------- $5Zf0-----, 7 -5 (33 %) $3. 30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 PUBLIC WORKS BULLETIN 1A 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 $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing 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 pavement mitigation fee. 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 Revised 03.18.03 ilk reef% .13.03 i• , 2 g oo (s $ $ (6) C w`r L1J 0,t. ( 31 K ,e) � (8) PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS l', ���,,� A. Water Meter — Deduct ($25) 0 o 1 �I r c �` z B. Flood Control Zone ($50) 11 5 b °, P = C. Water Meter — Permanent* ,i-- z D. Water Meter — Water only* 6 E. Water Meter — Temporary* _10 * Refer to the Water Meter Fees in Bulletin 1 N 0 Total A through E $ (9) w w J H 10. ADDITIONAL FEES w w o A. Allentown Water (Ordinance 1777) $ 2 B. Allentown Sewer (Ordinance 1777) $ a C. Ryan Hill Water (Ordinance' 1777) $ u) d D. Special Connection (TMC.Title 14) $ I w E. Duwamish $ z i_ F. Storm Drainage Mitigation $ z o G. Other Fees $ w w Total A through G $ (10) D o U 0 22 H w XU DUE WHEN PERMIT IS ISSUED • (6 +7 +8 +9 +10) $ H ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE LL. O iii This fee includes two inspection visits per required inspection. Additional inspections (visits) I attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. z Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 3 1 4` 1:: �H+ tw�' M' A' n`• w2l 9vAitZtV ��5',°,y�+.7c�h�'1. °.4f�i+t SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS .. .. 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) / 0 69 62 3. ROAD AND PARKING IMPROVEMENTS 40 /8. O� 4. DRAINAGE SYSTEM 5. WATER SYSTEM , - ' . 972.. 4 7 1 -0 6. SEWER SYSTEM GRAND TOTAL G 060.0 150% Bond Quantity = (1.5)(GRAND TOTAL) .-- -,O - I Z : 1 \ s., The quantities above were calc by: 4 L M/, ,,,J,eia Printed Name: L �//c i& /e1 Signature: (2'ttit_ IV • PE License Number: `'' � Firm Name and Address: T "Kw«A gq Y 0 7 2004 Thc.t. plant; have been reviewed by thcc ETWg Works Department fnr conform R rreNnr City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted ataudards or ordinances. The responsibility Date: /474.4/ 7 04 - for the adequacy of the design rests totally with the etions or to ese Telephone Number: 253 - '�' e n th ri sl rings a er this s, date del will void thi revisions s acceptance Fax Number: and will require a resubmittaI of revised drawings for subsequent approval. E -mail : . Final acceptance is in ject t } r ,,,, h Approved Nov. 2002 CITY OF TUKWILA Public Works Department 206 - 433 -0179 DEVELOPMENT BULLETIN 1C . ENGINEER ESTIMATE AND BOND QUANTITY the Public Works utilities inspector. Date: 00 0 3 v�f 1 I OR z w .J U O 0 u N i • w U w w u. a = W z�... 1- O z t- ui U O 2 ❑ I— w w O z U= O F- z GENERAL ITEMS Unit Quantity Unit Price Subtotals Clear /Remove Brush by hand :I i; ..., .Acre $1,320.00 ' " ",, Clear /Grub/Tree Removal Acre $6,820.00 Common Excavation CY $1.30 Trench Excavation ' - t CY .� U $3.30 Embankment - Backfill and compact with select CY material $4.00 ' Trench - Backfill and compact with select material CY '2 ; $6.30 l Borrow - Fill and compact 'CY $12.30 Gravel Base - Fill and compact CY $17.20 Topsoil - Imported .. ' CY $17.60 Grading - Fine with a grader _ . SY $0.80 Grading- Fine by hand SY $1.45 Fence - Cedar, 6' high . LF $27.50 Fence - Vinyl coated chain link, 6' high • LF $11.00 Fence Gate - Vinyl coated chain link, 20' wide EACH $990.00 Fence - Wildlife passable (NGPE & SAT) LF $5.50 Survey - Monuments EACH $110.00 Survey - Lot lines DAY $693.00 Survey - Line and grade DAY $561.00 Trail - 4" crushed cinder SY $7.15 Trail - 4" crushed surfacing top course SY $6.60 Wall - Gabion, 3' thick, no earthwork SY $106.70 Wall - Retaining, with earthwork SY $23.10 .. .. . t' . .•r . /61 Iri'){firt°. f i tiff y{es' {' •'1 1'S . Pi 1_fq' lfl i!r1.li + \ ( j t{ll P111 Oh 1 f1 'ell(' •.'•'r ; 0•)'t7 `Ili ?:'' ?1 7.;'.Y1 f!°' !fr.) .. % :1 1b '+...., , ,. ..,,., . , f r. General Subtotal 1 Sales Tax' @.8.8% , GENERAL ITEMS TOTAL • "--t .I DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 11 441 7 1 • 144r. , a3 d +•irt 3.ritit,1 2 ' �,ryyyrcryna. I TESC Unit Quantity . Unit Price Subtotals Fence - Silt (installation and removal) LF 305 $1.40 4 42 7 Fence - Temporary, drip line & NGPE /SAT) LF $1.10 Hydroseeding ACRE $1,980.00 Hydroseeding, fertilizing, mulching ACRE $2,750.00 Seeding - By hand SY $0.40 Mulch - Straw, 3" by hand SY // ON $0.55 i S5 -6•I/ Mulch - Straw, 2" by machine ACRE $2,200.00 • $0.00 Fabric - Geotextile .. ' SY $1.65 Catch Basin Protection - Insert - EACH $33.00 Catch Basin Protection - Geotextile a& rock EACH $22.00 Outfall - Silt trap or pond overflow EACH $660.00 Interceptor dike /swale LF $1.00 Hay bale silt trap EACH $55.00 Brush Barrier LF $0.30 Stabilized construction entrance- 15' by 50' EACH $1,155.00 Stabilized construction entrance - 15' by 100' EACH $1,980.00 Pipe slope drains LF $2.20 Level spreader LF $1.65 Silt Trap EACH $550.00 Silt Pond EACH $1,650.00 TESC Subtotal 4 953.8 Sales Tax @ 8.8% . ,86..s7 TESC TOTAL s$ / oGq• 61 Approved Nov. 2002 (46,144 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 3 vary q��:xnaM„cacra7tn;n���: ROAD & PARKING IMPROVEMENTS Unit Quantity Unit Price Subtotals AC Grinding - 4' machine SY $7.70 AC Removal /Disposal /Repair SY 4o $88.00 If 3,520 Curb - Extruded asphalt LF $2.20 Curb - Extruded concrete LF $2.20 Curb & Gutter - Vertical LF $7.70 Curb & Gutter- Demolish /Dispose LF $11.33 Sidewalk - Concrete - Demolish /Dispose SY■ • $24.75 Sawcut - Asphalt, 3" deep LF 2 4 $1.43 14 3 4. 32 Sawcut - Concrete, per 1" depth over 3" LF $1.21 Sealant - Asphalt . , ' LF $0.77 Shoulder -CSTC 1 _ , TONS $16.50 Sidewalk - Concrete, 4" thick with 4" CSTC SY $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC SY $26.40 Striping - 4" reflectorized LF $0.28 Striping - per parking stall EA $3.00 Thickened asphalt edge LF $5.17 Pavement Markings - Channelization arrows EACH $82.50 Signs - Traffic channelization - EACH $55.00 Overlay - Asphalt concrete - (2.05 tons /CY) .TONS $44.00 Pavement - Asphalt concr <300 tons (2.05 tons /CY) ,4iA = 30 X 12 � x 0 - tS TONS 3. 33 $41.80 -it 137. • 33 Pavement - Asphalt concrete, >300 tons SY $35.20 Asphalt treated base (ATB) - (2.05 tons /CY) TONS $38.50 CSTC - (1.85 tons /CY) TONS 3 • 3 $16.50 4 5 '/ CSBC - (1.85 tons /CY) TONS 3 $16.50 .5-4 , q( -1- Gravel base (1.85 tons /CY) TONS $9.90 ,l Geotextile fabric - Structural $1.65 Guard rail LF $22.00 $0.00 • Pavement markings - Raised, Type 1 EACH $3.30 Arrows - Thermoplastic EACH $82.50 Lane marking - Thermoplastic LF $3.30 Sign - Stop 30 "x30 ", VIP grad EACH $82.50 ' , Sign - Street name, 9" X length, 6" letters EACH $44.00 Signs - Miscellaneous traffic EACH $38.50 Median - Non - traversible, C curbing EACH $5.50 Barricade - Type III IF $33.00 Traffic signal - Fully actuated (includes design) EACH $220,000.00 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 4 ' .ii r, , •11 t Y' r r + S a z ¢ 4r • b a... t.. • ! %ii.,�,'t: ? ry + r.• �: i�. r��: na,. �iaii���c ,,+:ir•sbF#pw'i�,�Sit�y? ti2�:..:ts rig.. t Y Street light - City -owned EACH $5,500.00 Road & Parking Subtotal 3 693.53 Sales Tax @ 8.8% 325 0 3 ROAD & PARKING TOTAL 4- 010- O6 CSTC - Crushed surfacing top course 54. ° / 4 CSBC - Crushed surfacing base course S4 • q q- DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 5 • DRAINAGE SYSTEM Unit Quantity Unit Price Subtotals Inlet/Yard Drain Each $385.00 Catch Basin -Type I Each $935.00 Catch Basin -Type 2, 48" Each $1,430.00 Add for depth over 4' per foot Feet $352.00 Catch Basin - Type 2, 54" Each $1,595.00 Add for depth over 4' per foot Feet $407.00 Catch Basin -Type 2, 60" Each $1,760.00 Add for depth over 4' per foot Feet $341.00 Catch Basin - Type 2, 72" Each $2,420.00 Add for depth over 4' per foot Feet 1 • $572.00 Cleanout, PVC, 4" dia. Each . $94.60 Cleanout, PVC, 6" dia. ' Each $126.50 . _. Cleanout, PVC, 8" dia. • • Each $156.20 Drain pipe, PVC, 4" - LF $4.95 Drain pipe, PVC, 6" LF $7.15 Drain pipe, PVC, 8" LF $8.80 Storm pipe, Concrete, 8" LF $16.50 Storm pipe, Concrete, 12" LF $19.80 Storm pipe, PVC, 8" _ LF $8.80 Storm pipe, PVC, 12" LF $16.50 Storm pipe, PVC, 15" , LF $20.90 Storm pipe, PVC, 18" LF $25.30 Storm pipe, PVC, 24" LF $33.00 Storm pipe, CMP, 8" LF $11.00 Storm pipe, CMP, 12" • LF $16.50 Storm pipe, CMP, 15" LF $20.90 Storm pipe, CMP, 18" LF $24.20 Storm pipe, CMP, 24" LF $33.00 Storm pipe, CMP, 30" LF $42.90 Storm pipe, CMP, 36" LF $71.50 Storm pipe, CMP, 42" LF $88.00 Storm pipe, CMP, 48" LF $93.50 Storm pipe, CMP, 60" LF $137.50 Storm pipe, RCP, 15" LF $25.30 Storm pipe, RCP, 18" LF $30.80 Storm pipe, RCP, 24" LF $44.00 Storm pipe, RCP, 30" LF $71.50 Storm pipe, RCP, 36" LF $93.50 , Storm pipe, RCP, 42" LF $115.50 Storm pipe, RCP, 48" LF $126.50 Storm pipe, RCP, 60" LF $181.50 Pond Overflow Spillway SY $8.80 Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 6 Restrictor - OWS, 12" Each $880.00 Restrictor - OWS, 15" Each $990.00 Restrictor - OWS, 18" Each $1,155.00 Restrictor- OWS, 24" Each $1,430.00 Trash rack, 15" Each $203.50 Trash rack, 18" Each $231.00 Trash rack, 21" Each $264.00 Trash rack, 24" Each $330.00 Riprap, Light, Loose Tons , $66.00 Quarry Spalls, 4" to 8" Tons $49.50 Trench - Infiltration, per 100 feet - Feet Perforated stub -out system . Each . Trench - Flow dispersal, per 100 feet Feet Sign - Stormwater Facility Each $330.00 • • Drainage System Subtotal State Sales Tax 8.8% DRAINAGE SYSTEM TOTAL Approved Nov. 2002 7 A DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY WATER SYSTEM Unit Quantity Unit Price Subtotals Water Main - Ductile iron, CL 52, 6" LF Water Main - Ductile iron, CL 52, 8" LF Water Main - Ductile iron, CL 52, 10" LF Water Main - Ductile iron, CL 52, 12" LF , Gate Valve, 6" . EACH Gate Valve, 8" EACH , . Gate Valve, 10" EACH Gate Valve, 12" EACH Fire Hydrant Assembly, With guard posts_ . EACH $1,200.00 Fire Hydrant Assembly, Without guard posts EACH $950.00 • Air -Vac, 8" EACH Air -Vac, 10" EACH Air -Vac, 12" EACH PRVA, 8" EACH PRVA, 10" ' EACH PRVA, 12" EACH Backflow — Irrigation . Backflow — Fire Line Backflow — Water supply Water System Subtotal Sales Tax @ 8.8% WATER SYSTEM TOTAL DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 8 + "`•4 -1•41 .24, . 4*""Vi . 401: 9 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 4 ,LIZ i SEWER SYSTEM Unit Quantity Unit Price Subtotals SSS, PVC 4" LF /40 $5.50 770 SSS, PVC 6" LF / S $8.25 / 2 3. 7.N SSS, PVC 8" LF $11.00 Sewer pipe, PVC, 8" L,F $27.50 Sewer pipe, PVC, 12" LF $33.00 Sewer pipe, PVC, LF $0.00 Manhole, 48" EACH $1,430.00 Additional depth over 4' per foot , FEET $352.00 Manhole, 54" _ , EACH • $1,595.00 Additional depth over 4' per foot FEET $407.00 Manhole, 60" EACH $1,760.00 Additional depth•over 4' per foot FEET $451.00 Manhole, 72" EACH $2,530.00 Additional depth over 4' per foot FEET $572.00 Grease Interceptor Sewer System Subtotal fq3 - 75 Sales Tax @ 8.8% 74 6,5 SEWER SYSTEM TOTAL 7 7 2 , go 9 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 4 ,LIZ i ▪ • Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): 0 03 - 3 1 - O Grantor /Borrower: Pe, /v'-t.A.9a I / ( ct_ "-J Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: ;,� I/2 S /3 9 r'' ST //v 7v/< e_ ,_.1 / 1 .4./..9 Abbreviated Work Description: GO N$ 772. -q d/_ /' Sonia -ez LCs✓Ge W/ 7't /9 ,f=.0 e°D '2) ewc-ae ' " ' w %oTLol-sZ SE2 V/ Gtt! /I,EcQ U/A 7 .4 T 5 /. n// T tz. y 5 S c<.' c-u rt 7e7e r / i 1 ,> m u sc .35' /9- "G-S S IA4/ 39 .57 - l)e:7 ! n/ c / T y n /-C exnewo Th`z UT'G / r 7b 72 P2ippS &O /Xom 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 RECEIVED r. OF TI 11 <WII JUN J 2004 PERMIT CENTER z iI- w w aa g J U 00 U) W ui w j u_ N � = z = 1- z I- w U O O N O H W W I H u. O .. z W U2 O~ z DATED this GRANTOR(s): GRANTOR(s): GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING day of } IN WITNESS WHEREOF, I have he day and year first above written. Page c2 of Y 200 / RECEIVED (;ITY OF TI 1KWII A JUN 0 9 2004 PERMIT CENTER nto set my hand an On this 9 day of .7c44-! , 200Y, before e Notary Public in and for the State of Washington, personally appeared vria-n , , and G ,' #- , 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. fficial seal the Na- . od.</ 4 0 c-ssle// (seal) _ _ _ _ NOTARY PUBLIC, in and for the State of hAi i BRIAN P. RUSSELL Washington, residing at Set, , NOTARY PUBLIC STATE OF WASHINGT COMMISSION EXPIf ommission expires: JULY 18, 2008 ---- - -- - -- C . F: a. 5s4✓ u+: ewi>: 3i„ 4Ftii{ iitR .+:u'!i�'57u +&wih"+' ?iuit�3t� • . DATED this GRANTEE: CITY of TUKWILA By: Print Name: Its: STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared IIM 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. ` A. D�q / ' N-"..• F •. . 1— (seal) \1OTARy U ....+ c PUBLIC • \ \v, . a. James Morrow Public Works Director day of j u sIsa_ , 2004 aexie, a. 4:6ez,ccg, Name: Alice- A. Deasy NOTARY PUBLIC, in and for the State of Washington, residing at R 2n'fo VI My commission expires: b- 1 6- 04 Page of 2_ RECEIVED (ITY OF TI IKWIH n .JUN (J 9 • 2004 PERMIT CENTER ,. : • 1 O EXHIBIT A DEPICTION OF WORK LOCATION(S) Z Z UO U � J = H W O 2 g 1 3 D O F W Z fl W H U -- u 7.r L11Z U = d y QpeR6rTM . e g- E Page of y R JUN 0 9 2004 PERMIT CENTER Parcel No.: Address: Suite No: Applicant: Receipt No.: R04 -00729 Initials: User ID: Payee: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1670400129 5325 S 139 ST TUKW NUNAN RESIDENCE SKS 1165 PETER NUNAN TRANSACTION LIST: Type Method Payment Check 3020 ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description RECEIPT Account Code 000/322.100 401/386.550 000/345.830 000/342.400 000/345.830 000/344.101 000/342.400 000/345.830 000/386.904 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 11,244.85 Current Pmts 1,553.75 5,220.00 10.00 54.50 37.50 3,000.00 137.30 137.30 4.50 100.00 15.00 950.00 25.00 Total: 11, 244.85 D03 -370 APPROVED 11/25/2003 11,244.85 — 1900 06/16 9716 TOTAL 11328.41 06/15/2004 03:14 PM $0.00 \q Printed: 06:15-2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: GINA NUNAN Payment R05 -01290 LAW 1630 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1670400129 5325 S 139 ST TUKW NUNAN RESIDENCE Check 1799 PW ADDL PERMIT /INSP FEE Description RECEIPT Account Code 000/342.400 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 34.33 Current Pmts 34.33 Total: 34.33 D03 -370 ISSUED 11/25/2003 06/15/2004 34.33 6727 09/02 9710 TOTAL 34.33 08/31/2005 04:52 PM $3,020.00) Printed: 08 -31 -2005 z w O 0 CO 0 W • I wO w a = z � H O z F- Ill in U (12 Off w w O .. z. w H O z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt Payment ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1670400128 5323 S 139 ST TUKW NUNAN RESIDENCE R03 -01415 SKS 1165 DAN GLACE Check 5026 PLAN CHECK - RES PW BASE APPLICATION FEE Description 000/345.830 000/322.100 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,259.94 Current Pmts 1,009.94 250.00 Total: 1,259.94 D03 -370 PENDING 11/25/2003 1,259.94 11/25/2003 12:03 PM $1,558.25 r 1 94 Printed: 11 -25 -2003 r . Project: JUIJf n (( i -S ir'i(4 ( e Tye of Inspection: J ��rr ti f�'r vlir‘ din Address: 03 .5 13_6/ se_ Date Called: I I / /4) Special Instructions: 1,ont� -r-0 r asp) i vow I�Sp. Gt rovtro w4t y.e✓ / h e f t y? Date Wanted: / /a m.. Requ 4*er 4-01 ct () Phone N o: f - oga 3- ;a� - INSPECTION NO. INSPECTION RECORD Retain a copy with permit 03- 3 . 7o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /t U $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: Proj I/ 1114/0/1/1 ct: 64 Type f Inspection: r://ral./ lik 1 ,iisoe:t f Address: s 3 ;3 139 t Date Called: / 9 4 ,...ei k 5 J Special Instructions: K a 6 DTI °--\' °--\' �Y G Vivi 6,07 tit J-P./L Date Wanted: (� (.-. I /o/- � ( PJTI . Requester: �-�' A. sod, Phone No: �-s5- 9a0 � 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. $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 / "9-4-1 Type of Inspecti n: .. ---- - 51414,- Addres .=s� ' Z5 - 6a 13 ? Date C - Special Instructions: Date Wanted: '' _ a,m Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PER 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ri $58.00 REINSPECTION 14E 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: ST) Address: .a 3 � S 1 3 9 S Date Called: c V .-C(1,/ a q r { svd A F \ j -cil kij 1 r,(1K, l i f lid` lN\ AiL , 'c .v„_ TAJ- -v-Cin e,eil f plA C M pS t,14ki r dnAI/ -. , '7 4Da . S �� L 5 1 1 J c p 1 l f AI 06f i S c ((!"c i cAl /�zcir\ I , p pzi I 1 t Project 1 NIA lib il Type of Inspection: ST) Address: .a 3 � S 1 3 9 S Date Called: c V Special Instructions: Date Wanted: C/c; ( I/0 C/ G a L n. Requester: I Ji1-- Phone No: • 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. .�G: a� ittwv''a n tar f Inspector: AJ Date: tJ q/ $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: r COMMENTS: '` �l-) P /uVilif . /,-/-* c - /c:.,� .,.r,, Iran - 7 - _ �� /,4 Z ALS71 /,. >;r yn_, / c '�A /ft C. WOO ✓ 4 )7 /l?i5e-• 1-,1 74S f Date ailed: 9 fa7/0s (4e-ei \ m. R 61V66, 9d0-0/// Proj ct { i �� ��' � Type of Inspection /,•A1 A A dress: 6., 5 1 .5 Date ailed: 9 fa7/0s Special Instructions: .`'e/ , /J ow, the n _3- Date Wanted: /�� / m. R 61V66, 9d0-0/// Approved per applicable codes. Inspec o $5 P 1 eceEt No.: INSPECTION RECORD Retain a copy with permit INSPEC11ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: - 2- 4S .00 REINSPECTION FE : REQUIRED. Pri9r to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: `Type ,&,2/A14N A of Inspection: _ -S a /f /' v Address: 0.325 s. x.35 .s-/- Date Called: 9 Z ? - Special Instructions: Date Wanted: ..,-- 9 - 2 v ; -- U a .m. p.m. Requester: 2-01-4.1c-• // Phone No: c-,253 524-'/,/ 3 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R Approved per applicable codes. Corrections required prior to approval. COMMENTS: 70 01e t. ,.,S 27/1 Date' r: � 58.00 REINSPECT10,1 FEE REQUIRfiD. Prior to inspection, fee must be ' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: N 2//V 6 _ / /, r , Type of Inspection: �r9I��J yj Address: 5-3 .25 5 /35 sz; Date Called: (5 2 ? 0 - . Special Instructions: Date Wanted: ,; —2g- a.m. p.m. Requester:. a u, e %/ Phone No: X53 - S2-6-0ii / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9 81 88 PER (206)431 -3670 ' proved per applicable codes. Corrections required prior to approval. COMMENTS: Dates 7 - -o ; ti $58.00 REINSPECT! N FEE REQy1RED. Prior to inspection, fee must be paid at 6300 Southcenter Btvd., /Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: y.) kix .4 r i) c1( -t LAA4 r ■eit _ S ( Date Called: q 9 71�) > el Special Instructions: c11 4_ c Q t-4 193 (� 1 ,{-- C(TL1A pi-Qt CL4 () kaLi tid 6) G.wA II)0( 1 W'iXQn Requester: tt,is a', Phone 5 No:. ( t ( ( ct( -1(dc f LALL1 ,7 w\. t Project: Type of Inspection: y.) kix .4 r i) A dgreess: 5/ �2 . � . fl, _ S ( Date Called: q 9 71�) > Special Instructions: Date Wanted: i a.m. p.m. Requester: tt,is a', Phone 5 No:. ( t ( ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit bG3 -3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 10`5 n $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: ?f 2/d< /via Fits i ,r) ', TctA. 4.,-o,, /.) 0 u,k. Address: , � a / C,i S- . Date Called: 09 /93 /o S i),_Gid _i,,f, cj a Vu\e-t . / Date Wanted: / 0 % (a 1v 5 ei ! Li 05- IJch:. 4 �(. /7Jt4 /7 ( 0 k -, I�c� �C 1�., r�� G/L�Ivvt (AA (deU W $ -('�i 4 t, -) gl2 -c-AN 5 , 1< 4 e V . C Vt .\ /U S S �..P FLI-�- ()c c -e.,, . % 1.--, rk! ci6 �. ! I v't � Project: N om► n Beside ,ice Type of Inspection: Pl.) F►n Address: , � a / C,i S- . Date Called: 09 /93 /o S Special Instructions: 'fn►, t ' r house o( v: t-,9 . j< nlacve eel - 1 1 7i ir,eto a f -F YOell" 6/00 ( Date Wanted: / 0 % (a 1v 5 a!m Cp:m. R equester: J 1,4) /I Phone No: 02g ,3-9 - aril INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 1 Date: jo r El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: IA) VIA 1 ` Address: ] 32--S S 4 )c alp Date Called: c i I (di Special Instructions: Date Wanted: a.m. \t p.m. Requeste t 7..i,.; (I 41.4 Vt''..4&4. IAA. Phone No: ,,. 1 1 - ?') "3 rd / ` ` r"S l C l/ 2.-ifc) y ' (....;,..A.16.,...10 t itAi .11•-t. '( I i i[)1 ,. , 1 C !'A,Ai44'0, i rk..E\i .. l;vG� 1),i * ',( h 'r.. T c 9t e e? 'S . 1 1-)Cl fht .. 'U it 1/4).-4-Q . LA / A '4 t ,. ,. :„+-, .} 6- LA\ - { :;:. I 11 3 Project: ik '- ._,. -- i... (ita- 4.-i -f Type of Inspection: IA) VIA 1 ` Address: ] 32--S S 4 )c alp Date Called: c i I (di Special Instructions: Date Wanted: a.m. \t p.m. Requeste t 7..i,.; (I 41.4 Vt''..4&4. IAA. Phone No: ,,. 1 1 - ?') "3 rd / ` ` r"S l IMA INSPECTION RECORD Retain a copy with permit 1763- 37 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. Inspector: G�J Date: $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: 611 COMMENTS: Type of Inspection: S.S 5 Addres : Date Called: Special Instructions: 1 ,j I' Date Wanted: ca U iNk p.m. c ?/f V/ s " 'PVC - C&L. 7n 0rcl // lay ;15 Ire) Po. f9 4 7Lt.i c ) :.-; /A_ i ( (4 I f i G 14 �,i` � ,4d /Id Project: Nc-ivian Type of Inspection: S.S 5 Addres : Date Called: Special Instructions: 1 ,j I' Date Wanted: ca U iNk p.m. Requester. — rete7 Abi /100 Phone No: ,?3, cf - ©eac INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - Do3 -3 70 PERMIT NO. (206)431 -3670 El Approved per applicable codes. E3 Corrections required prior to approval. Inspector: Date: / -- 4 11 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: q l U /Og lr XcG�f d se c 0 of Ivto a' Address: • 0_3A 5 F L w/ tp" e/7 4 (- + - iv q wh Fs, Palk T-€ - ra -14-v „,)/ tuck (WL. --7, w u T 1S w ' c d K Special Instructions: �,... q f io/ Cvrt7'/Lev�`o-') k_ao Cc�n5 / � cM A. S. 71c :rum/. i - t�uM�. �1 'ay..,�o t C � `r ta. � � r 11.9 w.{, a-rt 444100 ell v-‘ 0I. dc -to envsL1. Pone No: _ 5 `' / 9 Projec I N/ oar) t= i 47 e Type of Inspection: , _ 5.5 , -t-ct 7t1 , a' Address: • 0_3A 5 / / 5z4" t. Date CailetI: Cx .7 /(') (r Special Instructions: �,... Date Wanted: © qh /0 (/ a.m. X 15 Requester: `Tf G -j --1 .4 1, 01 ` —� Pone No: _ 5 `' / 9 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 (206)431 -3670 5 -0`20 PERMIT NO. Corrections required prior to approval. Inspector: 6\i Date: gitOky ri $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: COMMENTS: Type of Inspectio w Address:5325 5 C fri/06 ' 9 Xr I- (AA/4:6 5 t/l ciYL t <'t G.t ru�I i / � PAL (9 (i t �o 0 0_,e "1 At , v .:emu 4. ta ,(, . b tu -r) o1,t4,� - P , ().( .. Lc L(M, I AI I rn A ,,, ". f4-. furl 1inA. ,4 6 Io� 5 �-Urif k, c - pl v l -1-v pN I_,, .,c) 2O( t-� �( 1 (A, .C__ld \, _CJ 06 ct^J( LrM 4 A si (Allis' -a Ldi kiM; rr'l Pia,`ei C 6U-'2. (ilk (k s c La), v Project: uncrn �� Type of Inspectio w Address:5325 5 139 I- Date Called: C 1 - 7 - 05 Special Instructions: .,. Date Wanted: /� C r. 6 ) - C I — VJ p.m. Requester: Te Daly m Phone No: ,d.. 4 2� -35)._ 7i 51 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D03-270 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Approved per applicable codes. Corrections required prior to approval. Rti Inspector: 4.) Date: c, El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: >:w! ;ss' 'e`;.✓�. 4 ".f,.' :::fix:.:: $ COMMENTS: Type of Inspection: S �1 Address: �,.- 5 2 c S. t) r PI Date Called: g/7. f f f !fu /6( 0 - T — L. Q14,, rob v oA ,A„...,ti2./ _c.. L,,i..,, or-- w S<.,• ?1 v1Lt a.m. p.m. J t S rr II Yt I k dt- A J r i t Nits Ted DG- Phone No: 1 Project: k HM V . Type of Inspection: S �1 Address: �,.- 5 2 c S. t) r PI Date Called: g/7. f f f Special Instructions: Date Wanted: < < V a.m. p.m. Requester: /i Ted DG- Phone No: D°7 -57 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: Vz Lf $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: COMMENTS: Type of Inspection* (�; �'i (I� t/ ,mss /y kid/ NV - y Called: Date � l, � U di) (M --4/t / U / Pte/ �!1 _p/l 44147/ 7t(j ((4Adi H • 5,oA.e: e xi4 S (trim Nat (JJAI(JJ.J. a.m. (p.m. , i 7--2-/c) S .(J r,- &,,. i� 0./a) 7 r w Q Ali- 4,6f, ff �.f l.)l /J ki"re (I ) �),e l t'14 -1)` p gA , A, Phone No: , Project: XL( ;'l C t ; '► Type of Inspection* (�; �'i (I� Adders 6 5 5 / s Called: Date � l, � U I Special Instructions: fade( /f)e, 'C( (f .c(c y Date Wanted: a /, os a.m. (p.m. Reques.�?�r,: -f`i'l z° f /�u r1 o 1,-.1 �--' to 6e S Phone No: ,. C�i'6;,".h . y4' �{ yM�yli��W��i( �{ 1�y�islNJ u�i1�t? Ci : INSPECTION NO. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,3-070 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I1 Corrections required prior to approval. Inspector: l� Date: El $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: COMMENTS: Type of Inspection: r-, Address: -- -- ....— c • - ?!.. - 1 1 /11 CI-JO Date Called: triii.7..)/0c Special Instructions: Wk. G A_Art, , PA S LA) t.,6 - i Date Wanted: ' a.m. 1 1 P.m. Requester; i i ., 17.144 f: 4 \j(vi c,,'.. t. k. i -1 I \I ..L. q tAA li ,!. AA tr \ .:A.t.e. 6.. ,;V / e-,,..,e Iti A/ /- 0 r c irlfi e ?. ',A f; i r I ' t i # I Project: IQ( Akilimi,, Type of Inspection: r-, Address: -- -- ....— c • - ?!.. - 1 1 r: 1---- Date Called: triii.7..)/0c Special Instructions: Date Wanted: ' a.m. 1 1 P.m. Requester; i i ., 17.144 f: 4 \j(vi c,,'.. t. k. i Phone No: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 1 -3670 LI Approved per applicable codes. El Corrections required prior to approval. Inspector: (- Date: 6/1 n $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " --1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: • z z w 6 -J O 0 0) CD W • I W 0 • < co I a z l - 0 Z I- W W O • 2 O F— • ui • 0 IL I Z Ci) I:: I O f z COMMENTS: ” ct: 4 ' - r G ((tdei Type of ection: T 1 ( i c� "'� n' { �LLa ress: } c r 5/- i 1/4.) (2.- (--, teda/ /7 ney,?/..14,-.../ ( - ) 5-- r'7 01 tz / /.-r/ l / ` , �,G"l /�'to �� / i fr A421,- / W !G•1�f. .-- - / I.i`i ,- 7.v!- a.m. p.m. 7 z..2 y.‹ .." r"/f / t'i — /f� ^ ass Phone No: (2 e& ( P — i<(( e _ (,», /'" .6 • -,,I"- �s ' 1 J y m pt.s. •-• • ( ( L/ //- d-e - -Y! hf..L .c.-. . 3) / I� ! . /', o_ 4 !.. 4'1, ! , /• t,.? : , 4 - ( / 7./ of 1 �f /� 5 -, l ..std .0 t -1 l7 p.- , " ,.i i .�' f�j d-- I7/ j �+"� /, f „i Pr J Vt'n jCX ” ct: 4 ' - r G ((tdei Type of ection: T 1 ( i c� "'� n' { �LLa ress: } c r 5/- Date ailed: C9 ( ( - ) 5-- Special I ugtiAns: 4 7 ✓ i� Date Wanted: 0 II a.m. p.m. Requester: Phone No: (2 e& ( P — i<(( 2_6 INSPECTION NO. D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 C orrections required prior to approval. Inspector: Y Date: - " ‘ " . - e 2 ri $58.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: COMMENTS:. i Type of i) C-90 h .. U G e f 17 d lr/� /' f./ ,,," Ad e .9 z. / p7.4-A_46/ (. L L 5 47 Date Wanted: eni. Requester: �C fad 2 ;ter 3 4ter, -- 40/6) C G'l ?, - - ., ( t?r -r 2) G le.J A. I a Cr° /-2X--- _ - 1 Al../ i ..0 d ei 7 P.e 1 f "li , Project leao Type of ns • • ctLU U , 64/647-474t. Ad e Date Called: 5773/ Special Instructions: • Date Wanted: eni. Requester: �C fad Phone No / 2 , , , _ 1 0// / ,, INSPECTION O. PER - - •. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,, (20•)431- 3670 I I Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspector: Date: > LI $58.00 REINSPECTION REE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Pr ct: /� I t/ i,uniA4.1 Ai.4. ..41 Type of � fietttddr.Y c ! -...^ l P - * A'dri s St) ' 131 ( .... 1 , Date Called : / / 0s / / Special Instructions: Date Wanted* Requester: Ph a o: 5 3 - 377- - I 37c, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER T NO. (2 6)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /vt T) 2„ W irt ! S Cfo . �. Lam .' ; -' /).7 Date :5 �i�i. �; MS`, ti�k�' Iih��.` JY! r+`'+ 4f.'• r`$: j.. �' ��t `a'�.k�i.�azS:a�:c.aiSi::;,J `ct;i;, ri $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: f\II,c 'i am a Type of Inspgctior: W 0,1 i ( ' Address: 5 -- 33A Co, 13 (1,44 Date Called: / I • Specil Instructions: Date Wanted: l r �� lta 6.t.:- p.m• Requester: ! Ph ne No: _ 25 -- 31 - 7 --P7( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981.88 PER IT MD (20 )431-3670 COMMENTS: , Inspector: Date: 5 -0 �.. Approved per applicable codes. El Corrections required prior to approval. f El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: j i /�, 1 -" to h a A /4/ Type of Inspec n:- l' a9)' . " ,(„/ Address: o Date Called: _S1 Special Instructions: Date Wanted: . Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: A/e>/--- J-4-ne I Date: ri $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 Ins ction: t ) , [) / 1 3.1 414 --1.A. //79d v5 / ', S ,,o.?/ r/,''/�.- /7/l'fr7 1J Y7 x/.7/7 (, /r 17- 1 a`.rr}. Requester: i i ' 7 /7j.V7, .„ kper-i /"..4 , G'ti.P/.-7.– i-' / - e21 - { 1 / z .su/u A `r,- -, - �. d-u ( 1 /4.PA4Z -, 1.2 12/ 3 I ,X % h €.-e....7 .�. ,-.41 - 7 / - /--- i e J ", :),? lrac --_ /1 _ 4 Pr ject: li , Irr➢kt hjn,i c e 'WO- Type of Ins ction: t ) , A r ess : . Dafe Calle . ii t,..... )0c Special Instructions: Date Wanted: 1 a`.rr}. Requester: i i ' Phone No: 5 ' - q)(0 — rl(/ INSPECTION RECORD Retain a copy with permit INSPECTIO ` NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431,-3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: z../ ,/ $58.00 REINSPECTIOtf EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: p w i�rr.. �w' ? ' i�' " `':i;i«.?ai''a's;t?:.`w4:• ..e«sii'%i�s°�y5. P JVU. / 1 %t 67 jegt: ,/ fl(( Type ofInspection: 1A.) 11 Ad� 5 S n H �� � Date Called: (4S - 10; SpecigIns ructions: Date Wanted: a.m: pce/0 L'.'9) Requester: L-or X2 Ph9ne No: (2-93) 1 ,),('r DI 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 F=I Approved per applicable codes. (206)431 -3670 rrections required prior to approval. COMMENTS: Is 2 �A�y R t No.: Date: 00 REINSPECTION FEE IiQUIRED. Prior d inspection, fee must be at 6300 Southcenter Blvd., Suite 100. C l to sechedule reinspection. Date: ate. Pr j ct: ��� T � Type of Inspe Lion: • � J - Ad ress: �,,, , 3.0 so. I Date Called: Litt ( , Special Instructions: Date Wanted: ka.m. ( 13 Requester: DI/ 1 ( '— G Phone No: - q240-0 + I/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .. A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect Date: 4, J $58.00 REINSPECTIOj! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Le: " J?: A:: Y: � .Ce+.':. }�.r...;.`.�''�.»`Llw�t COMMENTS:; _ / Type of Inspection: , fr /(,r/ /1: ) Z 7 / r1 /2! r-./r.,7 a 7 � me,{ � E ; - ' ,v-,,,,.6 J}\ /4A- : �", Date Called: / f / id..f /,/C rai.- -4// 24 ©i3f 150, /..e., t-ez., li ...ky cAd ,` .- - - e 1 - (... l 1 1 1 r , , z/.."/./ hi--4, 7 . r--1,4 ,,..- 4 4,-,60,4 , 7 .42e/-.4.3r,-)--z, 3 cx- . / c%..a; c . m4,. Ve J', , - / 4 i / ` � (...,./. // / *'�.n1.f> A /q't / 1 ,-Z/ y,,*, // j , /AD A 4,"64/1 ✓14 444'7 . Pro'ect: I (4.r1. ,' - ' Type of Inspection: , fr /(,r/ /1: A de '5' 131 L Date Called: / f / Special Instructions: Date Wanted' / . � ; ( 1 b 5 / ;rn: ( p.n> Requester: ' r ' ) (/L>Q ) t D 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 (206)431 -3670 Corrections required prior to approval. Date: L / r7 $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: - 3y6-��32 L/3(--3W + 3�4�ALi1a .�S..W'iwrkna.iL��+*�11'. COMMENTS: I � Y(.'/1 ACV f )11 1 1�� �r)p Okf PS `` 1A,) f\l"A ST\ir.4.5 a r.P 1 ,' 4,5 ,\\n L ( +I a{Jarl CO (7a - 6( 12 I ()j )E' U &)G(i gI() vc S-IG; )UC41 (� r . \:)• 3 4k 6- 1 2ac"1ail'or 11..Jui\ ci.4. 1,, /:n1 ct', t.,, r0J1h^c C' . 1A4P v lur ti,) 0, \' ,A4 4'-; c t A a yr i Li r ro ivi r t `A A - 4 0 1 N 4 r \ 1 / c Os+ \ v,� -e r .s,pc� r U A-2,9 ' LI 1 e SA a4 r \ c w, 10P 7,4 6.1 S i \\ t r, co 0,(4 S.pr ,) r P VI ,iv �1 t, (t 5 1 ` \v WC; \ - vri t h Sft4ac D t L 1wa1I Vae P 70 3 ' 1 4j L►aln t 1 " -A 'I ,' c.,., P � ✓�dr'i 41 � 7 I . 1�v g j 1 ` A ' 1 c.:1 U.S k . f S'\c . f 4 \ ( •P A ,.a ) \ Y�`P C (1 1 ‘,... v r,. A P r \ 1nA/' 6`4F(1V1n ;l'(A1 - WA I h1 5.1 C k4 K ? 1A-lOviN 4U` \'\CAI 11 h h `!-rr •r • Project: 1 1 Type of Inspection: --. t 1 Lin, v Address: A-2,9 �� Date Called: Special-Instructions: - Date Wanted: a.m: Requester: - -S'2:71 )- c Phone No: 2-53— 31 - 13710 INSPECTISN NO. 0-c 2, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector:( - yU0 c Corrections required prior to approval. Date: 3 OS E $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: (r7 COMMENTS: ok I I nft, --Q ppri-41 ,o Wa its e I vx- (� ( tv .�Ncl, yViti y ore ih6.`k — f2C.P Writ} ) 11 y r \ (D k 1041,p r wot L lS to Up" Address: ,\) ( ` ,v. if Ip) t' S rP kLUCIL -LreC WG115 Ar()LA/ p G -, ,,r \u1` 9 - \ 'pC k. IJN 4 Specia nstructions: Date Wanted: a.m. p.m. Requester: Phone No: Project: 1 V UNnG 0 :p 5 Type of Inspection „ 1/4 _ �V WI i% Address: s Rc Date Called: j Specia nstructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. Inspector. 66-e d-OT INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , 4A.v\ .01 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 3 3l `O El $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: COMMENTS: Type of Inspection: 1.) A 1 'eti,e; h -e.Py f3C Wet 1 1; I;e. ' 1 s <,()e> Address: C7 ).- '' S I ?,9 ci Date Called: Special Instructions: Date Wanted: a.m. ') ) - 3 1 _d p.m. 2) «.' Loc.( ` ' coy- ,tet---V,n,n 9 \n-Q. c h I f' ,('PC°t 'PS W 1- -k. V- rt 141 o ( V\{� r 4,,),,,,A I WA (k t!�()Ci ✓ rA 1, f \h ( I Project: Li Type of Inspection: Address: C7 ).- '' S I ?,9 ci Date Called: Special Instructions: Date Wanted: a.m. ') ) - 3 1 _d p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: ,----4 A Date: ";` 31 `Q LI $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: —.}- COMMENTS: r-c 1 �, 5 1 5 G n I W\ V. �, ! p t `, t Ii U CcIt�p “rC. � 1 � irGiMIv \ v 5(J I � ,( I -� C7) V.,.. siA,nG LvGc ,Vct ( Gpp`i c �r -AtA cP % dGt\ , S ref() if 1- `' 1 1. ) C (, 1 -f) e , )PrA-k e r —t " ?VO ( 5. 2. ) 'ro V 1 d P "1-‘, �4 5 e 'c {� 3.) Co m,/p�.�_ 4-c ck 1 , f' o r vter 014 5 `t vi A . . 1 -QIG Q. `e l`PC V, c /� A_ �J I re 5 6 Ind 01r ) QJ.,� L, "C e of\ 0 tit' (X *0 G c` . ., -k- v (' S CA \ G v\.-e- . or s-\ v-v A c N ( rn . 1 J M 4Vi 1 rl)Ve - - \ v\ cip pyr)� I r - Pio >-eck . S -e e ri-Do,r 1 - Mo3 10) Sa,ru10 n(r 5 4 41:44-e c.. 0 v1•4 w)1( Project: /� In it�f! /��✓�'1' ! /� Type of Inspection: . � 4s .4tA A� .3 z' s � _ � - [3 � C Date lied: � / /' 7 l / Special Instructions: n � ..63Z . t5 rc`.'7 l,C'(- Date Wanted: A � /�l� _ - a.m. p.rrl Requester: /1.#4 Phone No 53 9 z Co O , 1 P R IT NO. CITY OF TUKWILA BUILDING DIVISION V �4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. 1 6 7- a INSPECTION RECORD Retain a copy with permit Poe- (206)431 -3670 Corrections required prior to approval. Inspector: Date: ` \Cr, Oa 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: : Z W 6 o 00 W = � LL W ° u_ Z I. W Z = F— Z1- W • W o � N 0 1- W I Z U= 0 1- Z COMMENTS: } • 5 r 11 r fs 5 arm 1- 4 , 5 - '' - II v D It ! li G,pgv�'\ vav',ouS `0ru`� tu,, 5 -7 .) 1\'nCl -; kwe‘P1n rtm of ha 4 irst I 3 01d - pelt ..-- rc v■04 -e` 44 par -e O'c I vv e vac, t h -e , c. .e , b � A a 3 .-- g -) a-4 I c V d i 1u 4 1 cv' 41 v,-C 11 v ; v`6 roow • LOA rt1.r�.a \� t U S-f A �Se to ,f-rv� . e 3YOV, Ae w\civw•co c. LPt ( \ VV ICAA 4 `t 1. 9) ` e . p f t 51° V' d 4 s4G ; r^ Wei \ +06 1\1 -- I � . A 15 0 nno r-e 1 tA 3/ ( I c\tA4 , F , - . \ - 0 low e si r154 r !o.) i 1 1A I^n , � v A o L UC k''a vA o c e qr.) - i \ v.; ,..,1,,-.(C) S k )v 4 ) 1 4 t 4 1 7 bbd VA Q4 S ti ► Y Project: t t UV ci v\ Type of Inspection: +�A 141 1 1A Address: 57 S 139 53 Date Called: Special Instructions: Date Wanted: '- 19 -0g a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO3-37o (206)431 -3670 It . C - Orrections required prior to approval. Inspector: A 9 Date: 1$ �- i' 0 5 $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: Project: J u v Type of Inspection: 7k1 wood' ) I! A)0 Address: 53.3 17)9 Si Date Called: Special Instruc ions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' (20•) Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: AYA 1 \S COO - eY 4 ?J ■1 � t1pl.+1(' wet �1 1 1 5 -Pf sA i r) r rQ 5 (� C�V�rX ' V a Inn , l'"%/1 Inspect() Date: 1 1 9, 0 1 - 3670 $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: ss Project: Type of Inspection: , Address 3 3 1.G S+ Date Called: 1 - 19 , o,s Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: } S INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L_% TO3 370 PE' .f.1 (2 T NO. 6)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 9 $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: COMMENTS: - t 4 1hSpe ,1-C - .� p.)v ii' i 3 1.) Cow - ok. . 2.) C 0 mpl -e4e '' 0 3.) )Jo-- Cowl nl-e4 P — Cnr,rre.1.; 1 A 9.) 30u`� . (YE o S-t1U + Y wU��� ST 1 )1 C39 S. *(rtOS tV,r u)c( \' 'c) C'w, f nVlw»r'r1 lev. Date Called: -- Viok5 ,1kv � - etnn . rP ` o r-?. (2.} 2\,1 s �e rr 4 e s-\ t, k9 - r_) k.i ot I nl „I .c. i s .\-e r A Date Wanted: 1//1/ n 6 U `fir) 'C'-■,-1 .c... .-1 i hG si -t, A t, \)P V' t et( 111 1-1 Phone No 3' 26 re!/ 114 @ Il O•C. S evoreA. IN - \ c C .,n , Pei - to Or o ;.) C PIS "k. — 014, . • (0 t � n>M l e) Yh n1-4? 1-e ` 0 K Project: • / /ina g6._4 Type_of / Inspection: � ta,a , t` � 61 ft f2ai I/G Address; 5 3 li. C39 sr Date Called: -- Viok5 Special Instructions: y p Date Wanted: 1//1/ n 6 U Requester: "(, ea< 61-cue-0 Phone No 3' 26 re!/ w ri 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 Do 3- PER T NO. (206)431,3670 Corrections required prior to approval. Inspector: r Date: I ' 9`0 E] $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: COMMENTS: p La 0 K ck 1M Type of Inspection: 1 S)1 PU r Lc)ct R • C> we I--e- - o K- Address: '"t. h/1 - )\ ) — C l rr-t-G-`\ - /-, , -. l 0- ) v 5 . n �� � "i rout d-P 4 - v4 Requester: 7:Y ∎ •c ' t c 6. c ,r• c) U . � a . I 0 4j 9 1.)0 tJ�P. C rcl clko T - V n V w1 I IA5p -acA lc vi ll 11 .1 `HU1nn c44-42. r 4 I k t I r .� , v,-P r ,ra c.4? iv 8t t 1 Cc y 4. ihS4 -A1 s; Iht Project: U.n V\ G Type of Inspection: 1 S)1 PU r Lc)ct f Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. c j Q 2 d - r2 INSPECTION RECORD Retain a copy with permit b03- 370 P ' MIT NO. ( 06)431 -3670 Corrections required prior to approval. Date: \,19 05 _ El $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: Z I I ~ W QQ • � JU O 0 W 1 — w 2 LLQ 2 � Z = Z° • W U � O — O I— W W Z w • = O~ Z COMMENTS: I ) �� r(Q J° tl he . �,e P J //�� �1 , 4 U irvA i Q 0. c ,. 2) . vv e v.ed- Lc )e-t t' \i ti-,P_ -- Siv9c irk 11J 1 \ T v G vv' hi a v\S !/la i ` 4 -\" 00C_. ‘eSC 42 G A i s 't 0.c, -fr eIrf D . eVAGihPrr -e) � WtA kA I� ‘ I NR , \,,,� , 1 , k Lin O a C LL i) A 1k,1 i'iS _ :I jvl crt - C - .44N r, -Tv h - - tnri�lAn v-�C^ (.Vti( I 1 t ) ,0 S 4 A. t 4 ( 5.) Md (5) MST 3 \ (a f 5 OUA S e_ ) a S w c\1 k 4...) /0 1 1 I ti re ►.J .. tb-11 Qr \ f ��4��'c'vY( t �c� 1 � rC' j � I � 7) !Z A �10 (' L cl oo.r. U V.H..r. P'v�C. i t-, 1� J w' Project: / � Type o I spection ( eci T t'Ucd l Add 3 m 5 \35 s4..._ Date Called: 1-10 ^D S Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: i3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector I 'f�'orrections required prior to approval. Date: l '' 0 ri $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: COMMENTS: el. 14, " 11 h1nci r v. l i IY s, T -1, - 0. \ ,4_ 1 �J 01 1� l C{ 4 \ R ( I �J (11 Pt ,,"t41 + 1. y .- col-- f o'V o., c., p- 3/s 1 9) Trvs — o 1v -eto Vet9 (A)c, I I ik:(/ ?- r M) s 1 orI X rc v r -e. 114ir . t O , RroV o SS S pp( Date Wanted: a.m. p.m. Requester: Phone No: Project: A 1 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 414, kW�iitit `n %kS:``ikSi:'t{ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit tai - 37® (206)431 -.3670 .eorrections required prior to approval. Date: o 4 A 5 El $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: 45 Project: / -., j ijGUA/4 ( Type of fn's ction: Address: �J `-`.: / 'c 5 u• /3/ q / �r- Date Called: /- ,, - - 0 — Special Instructions: ,. 4- .Z5' 311- \-Si Date Wanted: / - ... 0 r Crp,. p.m. Requeste : , Phone No: 2,:'6-- 1 INSPECTION RECORD Retain a copy with permit INSPEC'ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 COMMENTS: Cat trM CotN1 1 Approved per applicable codes. EJ Corrections required prior to approval. InspectorrWS) (. 4 j Date: H $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: COMMENTS: y-- / j ,/1, ` ti n P4g� r_serivct___ r Address: -� . �, .f-_s �5) Date Calle.: -- / 2.`"'m o y )) ....5 - Date Wanted: --- c.;r', / 'ter 7`.e2' .�: t r Al ' -7, ' 7 1 /Z y I ) 7 Phone No: �/ 2- - 1--604-' , ,g,4 ) : ( 11,0 i . e474- jL/C... yie J 3) R 4'1174 , f - A ____} A I Project: Type •f Inspection: ' {+/2f,. Address: -� . �, .f-_s �5) Date Calle.: -- / 2.`"'m o y Special li rstruccttiions: /0%0 " f ��� /� ' ' Date Wanted: --- c.;r', / 'ter 7`.e2' .�: t r Requester: Phone No: �/ 2- - 1--604-' , ,g,4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 El Approved per applicable codes. Inspector n Corrections required prior to approval. El $47.10 REINSPE N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: / ,� f - o;f 4 p /G.. - e ihr_-1-r 66.-t %, - ..k--. /g C Aro' + s rr*" 1/4 _51•- r� / e � � fir" - -' " 7nvY /t/fi f � , e i ' j �,i, 7 l , ,,.• -sir r ( i 4 n /r l-"ti I 1 e ! .! 4,,, d .0.- bli ,• e",n,or " --1,/ /A --{e'' :71-4,'-7 i"1-7/ //)'lam li/ /. . A !,/7e Sk V D .../ (i°r / 4 .1z-7 s .1- 7 ,..., f A 1,4,/, / / — 4 ,4 ,,,i.„,./S,,,,, 4, k i /7al--L /,/ /(,4 r, Pr j ct: LA 4 2 A22. Typ Inspection: C /QOM t) .((ya A t V dress: , ( SD , all�d" r. r - ( � S e o f n - ' p • 2. f Date Wanted: ' ! (1 ( /`''f V m. 1 3" m R e uester: t p o eN . L c /2)3 I i• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspecto U/1.1' -� JJ// . y A j Date: El $47.00 REINSPECTIOKI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: A ��`� Type of Inspe ti n: Address: 'I - lJ Date Callefi: Special structions: Date Wanted: a.m. /0-/9-aLl le' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V Se, frpoiels' /q-- Date: $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P fV � � D �f �� ,/t C C ' Type# In i _ f n • KJ J ( , Ad es Date Called: 9) c) vo a Special Instructions: Date Wanted. * V p.m. Requester: VI phi 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 9 , O yr El $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: COMMENTS: � -) Tau) g c VC‘, v1 sy.fie►-►n 13 • � S j rot \v\5a-Gt1 r Crpfrout-4 '‘) ✓14. Date Wa ted: /� / a.m. —� / (p.m. r ij Su \vhi 4- Avouu i ht. ) C t``.. kJ +( .1ry1 c.4 r (.a r,s (?, Open 4: G t 0 ! St( w 5,..7-7//ref,,, ' 1 i , P I Cr . ' J , , Pro'ect'. /I Tye of Ins dr � S j Datelled:�, _ ,, Special Instructions: 4 Date Wa ted: /� / a.m. —� / (p.m. Reque ue ter: q 7 7 c....--, Phan J 5,..7-7//ref,,, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2.6)431 -3670 Ei Approved per applicable codes. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Inspector: , Date: 10 OL I Receipt No.: Date: Pr•j:ct: 1 . . ii LL Typ- .f Inspection: t On & S L ' L_- ,, C U e Called: -� (_ ' 1 Special Instructions: - Date wanted: ? S ( l a m Requester: 1 e--A [� \ 999' J i n Pho No: r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. co - ?r370 (206)431 -3670 C orrections required prior to approval. COMMENTS: Fti"specto Date: �� 0$ .00 REINSPECTION F REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: t` L 1oP+ it «`.a1 �2:'.H:.w.w_,ii.i:�.. COMMENTS: /� - Rrnr 4 pnrrr --P c , '�,4h c g„),;,5;,„ i I) 5 o `� c -�- w>> < le WI vw. rPC /> )-42(:, Date Called: 9 -1 (' 0 '-1 vs C VUi,vl C lb r71-1 i' LC^ 1,1y) , rr AI l ); L . pr(e \\v »� Jo,st (& rerliic�f 4v 0 t en >n s 4)- c 0Jr' i-,t 4 I A .--\-e9 1r)2 \ v, V 1Uvl (1 ) Gt l . I Project: A) UvAG v1 -. 9■ - r `a Type of�nspection: V dckkt c CA/V / Lt) � 1 C Address: ;3 5 S l 3 54 Date Called: 9 -1 (' 0 '-1 Special Instructions: .,. Date Wanted: U C a.m. 1 i - UL / p.m. Requester: Phone No: 25 X143 S2 89 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: $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: ...........�...,.........,:"f. .."`a' '•.c..�yy,- w;�y�- +�;,::'� ;!tip.: ",`iY"iL�.'•:.: COMMENTS: ll � . L) " 1�..P e ..\44\1‘ a ) .°J� Ae11 rov.e { .o \c"1 +k \ w■kckiv,/ r1 l'h �' rrn r - S-- (a vv-e t.J sh,o -e4 2 04 rJ u 1 � tt -\-Mt.(' S?COV1C� ({ IQ� , kc„A t , v. rle,(,Q 0`t r7 v\ C '*'� i eck- -P (00 Y ?LAS . 3.) ActAY' 45 ) -" T (ov✓ bVar Lust 1,IS nab %C" s u v\ v-c va t C ct ` i ow\ a(m� • p.m. i tmPLCA 4 r-1 ti". ' 1 a6VY�C ) () rl ` A0Wvt4 ---O,r- �-P 789 b 1 c,v1,1- � bra(4 watts <D `-� 1l,� (7 /Uf9 -1- wTou,r, _.; Tovy\LA:t, odLs , Project: Nut Typ rat f Inspection: / ctVillTIC)/ 11i An1.3 yZ S )3 s} Date' Called: 7 Special Instructions: Date Wanted: -00 a(m� • p.m. Requester: Phony No: X53 3 18 -5 789 INSPECTION NO. El Approved per applicable codes. I R i INSPECTION RECORD Retain a copy with permit PE' M •r d. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M torrections required prior to approval. Ins pector Date: o`o V t El $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: Proj ct: __ .1 < A 'Ty. - of Inspection re _ /UMW • 0 .l Acdress: t- II ate Called: S - 21(0 ' Spe ial Instructions: ,,, Date Wanted: /D a Requester Phone No: -) ?I,g .s 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector; A INSPECTION RECORD Retain a copy with permit (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Receipt No.: Date: COMMENTS: / t oo 7',�, ‘___ ,,,,f 'J 4, /firs / 0'( h (9_x,<< J- .-, , P'e Type of I ection: ,tom) c 5 , / 60_ �l' /., 6 „ /�, G�A iv 4.,0 - -P4. 1"' CE ,42 1 -� �� / � /e,/ /' I'>e ,o0f 1 �r- -!,�"- d 4!/, � . 3 r,,,/ / J la r ' 11) A /41 n OFD. i 19,1-_,„;., ',,. s0/ or,r�r,, 14_."/ / / 1 "ervf (F;12Jb i o ei` /2,!` S kat)s. ,P.A.... di1•r., , s��Le , - 2.,0127 - 2.,0127 (Y,nI 1I R" ,r,n n ('7�a/" Proje f Type of I ection: Ad ress: 6:3a? 5 5 /39 - f Date Called; d - - 0 V Special Instructions: Date Warned: a .m. / r`5 - 47 I/ p .m. Request .: �.^'' P ne No: (,—�C 3 .377 773d Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE Inspector: / Date: R � El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Corrections required prior to approval. Receipt No.: Date: COMMENTS: Type of Inspection: Address: a 3 ! Se Date Called: (Ya f50)aY L Special Instructions: �' tOct✓f� li��e - ( - 4) Clf.1 t�v 0 hole �'�,'� �m - Date Wanted: 0lv � U/U�� yv ot/ LYL4 ' al $4/ •/Lt/Y"_e on p -ite-M e Sc u i (4 ,c( do Requester v; n . �J��,(?� Mu\ $,tlr �.Af O !: c i . ( Project: Type of Inspection: Address: a 3 ! Se Date Called: (Ya f50)aY L Special Instructions: �' tOct✓f� li��e - ( - 4) Clf.1 t�v 0 hole �'�,'� �m - Date Wanted: 0lv � U/U�� a.m. p.m. Requester v; n . Phone o: -7 Wift14' ]S,a L7ail;+. tk.:.+:tPw� INSPECTION RECORD Retain a copy with permit `D03 -3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. LI Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: C1 J ug El $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: °;i,�. '..".�'r'.R'•�y.. ��•�: it�j��•�: ` � �.� , a ',. .,. .,:'y%7.71c,r°:y ::` ,, . City of Tukwila Fire Department J Project Name �'�.J !YAW !t. f� d'' fe Address /.. Retain current inspection schedule Needs shift inspection ) Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: / Monitor: Pre -Fire: T Permits: C‘IC Authorized Signature FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Date • "F Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Suite # //-41- 7/0 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 • '1 er No. _ HP Volts .. Amps Minimum Circuit Breaker Phase Float Switch Style Cord Length Discharge Connection Minimum On Level Minimum Off Level Minimum Basin Diameter Maximum Solids Size Shipping Weight Ibs /k. • 'SC 115 75 WATT 10 1 Computer Controlled 8' 11/2" 1" %" 9" 1/2&" 10 / 4.5 Head (ft.) GPM GPH Discharge Hose Size 0 46 2800 1'/2" NPT 5 33 2000 10 18 1100 -' . GOULDS PUMPS APPLICATIONS Specially designed for the follrlwing uses: • Basement draining • Water transfer • Dewatering SPECIFICATIONS • Discharge size: 11/2" NPT. • Capacities: to 2800 GPH. • Maximum head: 10 feet TDH. • Temperature: 104 °F (40 °C) maximum. • Solids Handling: Y16" maximum. • Maximum Pump Down: s /s" from base. MODEL INFORMATION DIMENSIONS • Height: /l6" • Base Diameter: 4%" • Diameter at Discharge Elbow: 81/2" MOTOR • Single phase, 115 V, 60 Hz. • Stainless steel shaft. • Air filled design. • Power cord length: 8 feet. • Energy efficient. • DC permanent magnet motor. Consumes only 175 watts of power. • Computer controlled motor checks for water in sump. Pumps only if water level is greater than 1 inch. `This'is a D.C. motor. It starts every. minute looking for a load. If there is water in the basin it will pump down to % and shut -off. There is no HP rating. 0/7.1 F 7!l ED 4 chAN 5 0,r�4 PERMIT cENTE INCOMPLETE LTR # -_I- 7 FEATURES PERFORMANCE CHART Submersible Sump Pump MODEL SP28C • Corrosion - resistant construc- tion. • Stainless Steel motor shaft. • Thermoplastic impeller and housing. • Motor is permanently lubricated for extended service life and is powered for continuous operation. All ratings are within the working limits of the motor. • Reliable automatic operation. • Load sensing design eliminates need for float switch. • Complete unit is lightweight and portable. • Stainless steel inner. screen. AGENCY LISTING Underwriters Laboratories US OfMN 30 1 1 47 6 jv Goulds Pumps t ? ITT Industries sh: pro e concrete products IlL mi giolog=1= 00 . 2 14 Parking Lot Catch Basins Type 15 Catch Basin Price Base 30" x 34" x 36" -- $130.00- Type 30 Catch Basin Price Base 24" x 30" x 36" ------ $110.00 6" Riser- -- - - -- ___________________ $40.00 12" Riser - $50.00 Concrete Slab Top 3" x 23" x30"----------- $25.00 - Type 40 Catch Basin Price Base 20" x 26" x 30" ----- ----------- - - - - - -- $99.00 6" Riser- — _______ - $35.00 12" Riser $45.00 Concrete Slab Top 3" x 20" x 26 "--- - --- -- $22.00 Area Drains ��Type 18 Catch Basin Price Base 18" x 18" x 18" w/ Cast Iron Grate -- $76.50 Base Only - -- $40.00 6" Riser_____ ______________ $20.00 Type 45 Price 12" x 42" w/ Cast Iron Grate $63.00 18" x 42" w/ Cast Iron Grate --------- - - ---- $179.00 - 24" x 42" w/ Cast Iron Grate - -- $235.00- Concrete Lids for Type 45 Price 18" x 3" lid with handle - $17.00 27" x 3" lid with handle - $20.00 Concrete Trench Drains Price 4' Length --- _______ -$25.00 - Cast Iron Grate 1" x 6" x 16 "---- ------ ____$11.50- Parking Lot Catch Basins & Area Drains Weight 1,800 lbs Weight 1,100 lbs 180 lbs 360 lbs 180 lbs Weight 1,000 lbs -150 lbs 300 lbs 175 lbs Weight -125 lbs 120 lbs 25 lbs 12" Riser - - -- -----$ 30. 00------------------------------------------ - - - - -- 50 lbs 12" Riser w /plastic KO's - - - -- - -- $38.00 ---------------- - - - - -- 50 lbs 18" x 18" x 2" Concrete Lid $6.75 lbs INCOMP ETE LTR # � Prices F.O.B. within 50 miles in truck and trailer load quantities where accessible under own power. Unloading provided on units under 12,000 lbs. Returned items are subject to 20% minimum restock charge. Prices subject to change without notice. Price list effective January, 2004. Shope Enterprises, Inc. Weight 335 lbs 600 lbs 915 lbs Weight 65 lbs .125 lbs Type 50 Price Weight 16" x 16" x 15" w/ Cast Iron Grate ---$ 58. 00--______ ----------- ------------------- --------- 95 lbs Base Only--- _________ ______$35.00 ---- - - - - -- ----- - - - - -- 90 lbs 16" x 16" x 2" Concrete Lid--- --- - -- -$ 5. 50--------------- _______._________ lbs -175 lbs 15 lbs 1)(Y, www.shopeconcrete.com (253) 848 -1551 1- 800 - 422 -7560 fax: (253) 845-0292 File: DO3 -0370 35mm Drawing #1 z <• W re 6 2 JU O 0 co 0 CO LLI WO II O • N. O H WW H 0 LI O Z. 11J U =. O� Z Anderson - Peyton Structural Engineering Consultants A Division oJACP Consultants, Inc. 31620 23rd Ave. S. Suite 321, Federal Way, WA 98003 Phone (253) 941 -9929 Fax (253) 941 -9939 ❑ Memo ❑ Ph Log ❑ Confr. ❑ Info. Page_1__of 2_ Distribution: Date: 3/23/2005 Project: Nunan Residence Person: Jim McCullough Company: Reality Homes Inc. Subject: TJI Blocking Panels Time: 10:00 AM Project No. 05.002 Phone No. (253)926 -6330 Fax No. Sent Via Fax ❑ Mail ❑ Billing File ❑ Per your request, we have reviewed the requirements for the detail 4 /S1. It is our understanding the collector truss above this wall was not aligned as shown in detail 4/S1 and that the truss itself was not designed for the lateral load. This is acceptable provided the side of the truss is sheathed with 7/16" min. sheathing with blocked panel edges and a connection is made to the garage shear wall per the enclosed sketch 4/S 1 revised. Please call with any questions. Sincerely, Anderson - Peyton Structural Engineering onsultants Thomas Chase. P.E. Project Engineer Enclosure: (8.5" x 11) C: \Documents end Settings\Tom\My DocumeniMeality Home Cakulations\AP RH Cak.\O .002 Hunan Residence Memo3.doc X0 3• 370 Expires 2 -19 -07 RECEIVED MAR 3 1 2005 DEPARTMENT 03/23/05 10:01 AM ' ,.. .u..r..,....o:".i;:.lt.:i:`<i:: 00 Anderson - Peyton 000 0 Structural Engineering Consultants 0 Q cj A Division of ACP Consultants, Inc. PROJECT NA) %-11 l. X03- 370 JOB # 9,0 SHEET OF OF 2 DESIGNED U DATE '?" CHECKED DATE i Zvi Pro_ pp- -me : i _ o le- g31. e.&i vaG.. -i I I • _N4; fAP_/ i Qr_G. fors c21 ►raG: - ' 1■14.0L 711. t. ._,_._.. I -I-- , • I • I 1 • J ' _.j_i_... _ : __.._.l__..._ _ — _..i�i—__..._..... ._ .. _.._ ... •_.:. _ _i_ 1 _ ., .. ... __.._.... • • . , 1 r i , - HARL 3 ::1 - ' LOOJ: - -. _... . :.._,...BUILD1 G•: ...; :. DEPARTMENT _._ _.._._ j • 1 i I I s�yp,� i I . rt7W5i-S; r6 , • - —.. ,.. i i • 1 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Scuttle / Fiustside (206) 292 -0940 000 Anderson - Peyton OMemo Page_1_of_1__ COO Structural Engineering Consultants COO 0 Confr. . • A Division of ACP consultants, Inc. 31620 23rd Ave. S. Suite 321, Federal Way. WA 98003 ❑ Info. Phone (253) 941 -9929 Fax (253) 941 -9939 Distribution: Date: Project: Person: Company: Subject: 2/23/2005 Nunan Residence Jim McCullough Reality Homes Inc. TJI Blocking Panels Time: Project No. Phone No. Fax No. Sent Via...... 4:18PM 05.002 (253)926 -6330 Fax Mail Billing File ❑ Per your request, we have reviewed the requirements for the TJI blocking panel as indicated in note 10 of the structural framing notes as part of the engineered detail packet. It should be noted that these notes apply only to the (3) engineered wall lines as indicated in the calculations and drawings. All other portions of the structure should be governed by the 2003 1RC. Note 10 states, "Where floor framing runs parallel to exterior walls at 1st & 2nd floor, install TM blocking panels between rim joist and first joist at 48" o.c. - nail sheathing to blocking panels with 8d at 3" o.c." It is our understanding that the residence was framed with the joists hung from the sill plate and not bearing on the sill plate. Under this condition, there is no rim board and the actual floor sheathing functions as the TJI blocking would have if it had been framed on top of the sill plate. Therefore, the TJI blocking is not required at the first floor level. In addition, the second floor engineered wall line occurs with the TJI perpendicular to the wall line and will not require the blocking per note 10. • Please call with any questions. Sincerely, Anderson - Peyton . Structural Engineering Thomas Chase. P.E. Project Engineer Enclosure: (None) ultants RECEIVED MAR - 2005 BUILDING DEPARTMENT Expires 2 -19 -07 D:10 DDD ODD Anderson - Peyton Structural Engineering Consultants A Division of ACP Consultants, Inc. 31620 23rd Ave. S. Suite 321, Federal Way, WA 98003 Phone (253) 941 -9929 Fax (253) 941 -9939 ❑ Memo ❑ Ph Log ❑ Confr. ❑ Info. Page_1 _of I_ Distribution: Date: 1/4/2005 Project: Nunan Residence Person: Jim McCullough Company: Reality Homes Inc. Subject: Structural roof sheathing Time: Project No. Phone No. Fax No. Sent Via. 8:21 AM 05.002 (253)926 -6330 Fax ❑ Mail ❑ Billing File ❑ Per your request, we have reviewed the requirements for structural roof sheathing of the Nunan Residence located at 5323.5 So 139 St, Tukwila, Washington.•It is our understanding that the roof is supported on pre engineered wood trusses spaced at 24 "o.c. maximum, that the required roof snow load is 25psf or less and that the house was designed using the prescriptive portions of 1997 UBC section 2320. Per the 1997 UBC Table 23- II -E -1, 7/16" or 1 /2" sheathing continuous over two or more supports with a span rating of 24/16 or better can span 24" with a total load = 50psf and live load = 40psf. 7/16" sheathing as indicated above appears to support the design load applied to the roof. Please call with any questions. Sincerely, Anderson- Peyton Structural Engineering .onsultants Thomas Chase. P.E. Project Engineer Enclosure: (None) C:IDa umenu and SeainOTom Chuc My DocurtenuARealily Hume C alculationsW' HI1 Cakx\05.002 Nunan Rcldeoce Memo.duc Expires 2 -19 -05 RECEIVED JAN 10 ?()ab DEPARTMENT as 01/04/05 8:21 AM 1 Summary of Revision: Plans are being revised at the request of Public Works Inspector and City Engineer to reflect the following proposed changes. 1. Site plans originally called for a 1" water meter so that the residence being built at 5325 S. 139 Street would have a sprinkler system installed. Instead of installing a sprinkler system, it has been proposed that a permanent fire hydrant will be installed to meet mandatory fire prevention requirements. Because of the installation of a fire hydrant, the water meter needs to only be 3 /i". The revision needed to the original plan is for a 3 /4" water meter instead of the original 1". 2. The second revision to the site plans is the installation of the fire hydrant mentioned in revision 1. The proposed location of the hydrant is on the north side of S 139 Street, 15 feet north, and 24 feet west of the current water meter location. This site proposal is based on current location of water main and previous work already completed in the right of way. The fire hydrant will be installed per WS -13 and WS -14 of the City of Tukwila Development Guidelines and Design and Construction Standard. Drawings are attached. 3. Proposal of a grass line swell in lieu of drainage ditch on east side of driveway. Greg Villanueva wants to know where pipe in ditch is going. The original plans for ditch show the PVC Pipe not tying into anything. Little if any water would be picked up in this ditch due to current water flow. 4. Elimination of Interceptor Ditch. Based on conversation with Greg Villanueva, there does not appear to be enough overland sheet flow to warrant a special interceptor ditch. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The By for the adequacy of the design rests to * � ���� q y a i g rtec .., designer. Additions, deletions or revisiors,T,' se drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: to RECEIVE) CITY OF TUKWItA AUG 2 5 2005 PERMIT CENTER 3 -3�� PERMIT #: D03 -370 Notes: Proposed Fire Hydrant 6" Fire Hydrant & Assembly per City WS -13 & WS -14 1 - 8x6 "Tap 1 - 6" R -Gate Valve Apprx 5LF 6" DICL.52 1 - Mueller FH 14' New 3/4" Water Meter NUNAN RESIDENCE - FIRE HYDRANT PROPOSAL August 23, 2005 Existing Driveway 16' 33' Telephone Pole _20' Access Easment • /4, o, -/d S. 139th Street 3/4" Water line to residence 5325 S. 139th 8" Water Main 20' REV CORRECTION LTR# I to ISIO NO1 _ a N Z _ � 111 re 2 JU 00 u) 0 Lu Lu N u. WO Q = d w Z � Z t- w w U 0— 0 1— . W W H IL W Z 0 z PROVIDE THRUST BLOCK MATCH MAIN DEPTH MIN 3' AND MAX 50' MECHANICAL JOINT 5" STORTZ 18' CONCRETE BLOCKING DIM. 1'X1'X3" UNDISTURBED SOIL NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. SIDEWALK MIN. 1 YARD DRAIN ROCK 6" DIA. DUCTILE IRON PIPE - 2. HYDRANTS EQUAL TO MUELLER #A OR CLOW MEDALLION #F - 2545, M & H 929. CURB AND GUTTER FINISHED PAVEMENT 2-3/4" ASPHALT COATED STEEL SHACKLE RODS FLANGE JOINT FIECEWVED CITY OF TUKWILA AUG 2 5 20135 PERMIT CENTER SEE VALVE BOX DETAIL (WS -06) SEE WS -12A AND WS -12B CAST IRON TEE (CEMENT LINED) -MJ X MJ X FL UNDISTURBED SOIL 6" RESILIANT WEDGE GATE VALVE 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 -1/2" N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1 -1/4" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 -1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4. HYDRANTS SHALL CONFORM TO A.W.W.A. SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF - OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT - COATED STEEL OR CORTEN STEEL. 6. GREEN BONNETS SHALL BE FARWEST FOREST GREEN ( #3523). 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF RUSTOLEUM #659 YELLOWGLOSS OR FARWEST CASE YELLOW (# X- 3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS -14. 9. HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 14.24.03. NOT TO SCALE City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING SHEET: WS -13 REVISION #1: 08.03 J LAST REVISION: 08.04 APPROVAL: B. SHELTON I jx37o ■ ROCK WALL, PLANTINGS, OR OTHER SURFACE OBSTRUCTIONS 6 PLAN 4' MIN. MIN. AREA OF LEVEL GROUND SURFACE NOTES: Aclii"g, GUARD POST REC IVED TTY OF TUKWILA AUG 2 5 2005 PERMIT CENTER FIRE HYDRANT PER WS -13 GUARD POST ELEVATION 2 -1/2' 1. GUARD POST SHALL BE EITHER CONCRETE FILLED STEEL PIPE (MIN. 4" DIA.) OR CONCRETE POST (MIN. 8" DIA.). 2. POSTS SHALL BE AT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS. 3. POSTS SHALL BE 6 FEET LONG; 3 -1/2 FEET SHALL BE BURIED. 4. PAINTED FINISH SHALL BE FARWEST CASE YELLOW #3472. NOT TO SCALE City of Tukwila FIRE HYDRANT GUARD POST SHEET: WS -14 REVISION #1: 08.03 APPROVAL: B. SHELTON I 3 -370 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS 2. Cast in place so blocking bears against fittings only. 3. Allow room at joints to allow dismantling. 4. Wrap fittings with plastic sheeting. CITY OF LA z RECEIVED 5. Do not backfill until the concrete reaches 3000 -psi strength. AUG 5 2005 1 z 6. Field conditions may require tie rods and /or restrained joints. cc w PERMIT CENTER 6 D 7.2.5 LINE TAPS C o 0 General w LLI 1. The Permittee shall give the Public Works Department at least five working N I_ days notice of intention to disrupt service. uj o 2. Connection to an existing, in- service, water main shall be made by a wet tap. All new connections to the City of Tukwila water system shall be in strict u_ a accordance with 7 -11.3 (9) A of Standard Specifications for Road, Bridge, and co a Municipal Construction. I- w 3. The Director allows cut -ins as exception and may require the addition of in -line z � valve(s). z o III w U O . 1. Size on Size - Tapping Tee of cast iron or ductile iron, full encirclement o mechanical joint style, Mueller al— 2. Note: Other than size on size - Tapping sleeves of epoxy- coated fabricated i 0 steel. iz L 3. Fabricated steel sleeves: ASTM 285 grade C or ASTM A.36 steel, with a fusion z LL i bonded epoxy coating to AWWA C213 -79. Painted coatings are not o N acceptable. o Material Installation 1. Refer to WS -10. 2. A qualified tapping service approved by the Director must install the tap. Swab all fittings with a 5 -6% chlorine solution, in accordance with AWWA Standard C- 601 3. For approved cut -ins, assemble pipe, fittings, and gate valves at the site, Complete all assembly and ready it for installation before the water in the main is shut -off. Once the water is shut -off, the cut -in shall proceed until the line is restored to service. Installation, once begun shall not halt until completed. 7.3 FIRE LINE /HYDRANT Applicant shall make written request for any exception to the following hydrant requirements. 1. Size hydrant supply lines to provide the fire -flow required by; 1) Appendix III -A of the Uniform Fire Code, Fire Flow Requirements for buildings and 2) the City's Water System Comprehensive Plan. .:,.- .u 63 Lb3 370 z DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS 2. Install all fire hydrants, auxiliary gate valves, and supply lines per City WS -13 and WS -14. Install fire hydrant feed lines at right angles to the supply main in conformance with WS -13. 3. Locate hydrants so they are in plain view, for a distance of 50 feet, in the line of vehicular approach. The approach line -of -sight shall be free of shrubs, trees, I z Uj fences, landscaping, etc. 4. Locate hydrants within 150 feet of the building and no farther than 300 feet from _1 o any perimeter point of the building. co o Ill 5. Locate public fire hydrants at a maximum spacing of 300 feet along City water co mains. 6. Leads from the service main to the hydrant shall be at least 6 -inch diameter and w o not over 50 feet long. u_ Q co = w Z = H 1- O Z ~ U � O E D - 1— L I:O .. z w U = O 7.4 CROSS CONNECTION CONTROL 7.4.1 GENERAL In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, the Director has implemented a cross - connection control program to protect the public water system from contamination via cross connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The owner of these devices must maintain and provide annual test results to the Department. 7.4.2 NEW CONNECTIONS A. Water Supply Every new, commercial or multi - family residential connection to the City's water supply requires installation of an approved Reduced Pressure Principle Assembly immediately downstream of the permanent water meter as premises isolation. Installation at another location requires the Director's approval. B. Fire System Every new or modified fire line connection to the City's water supply, including single family residences, shall include an approved detector double check valve assembly, installed per WS -15. The City does not require detector double check valve assembly on a private fire system that is downstream of a connection protected by an RPPA. C. Irrigation System Unless installed downstream from an RPPA, every new or modified irrigation system shall incorporate a double check valve assembly for cross connection control. 64 z a OOO Anderson - Peyton OOO Structural Engineering Consultants 000 A Division of ACP Consultants Sheet I of 16_ Date: 8/4/2004 Design By: TLC Client: Structural Engineer: Structural calculations for review of lateral prescriptive code and (3) engineered wall lines (lateral only). Project & Location: Project Number: Reality Homes 1308 Alexander Avenue East Fife, WA 98424 Anderson - Peyton Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 REVISION N0, FILE COPY Cl7'y L4 4UG 0 6 2004 ` eiur . OAS = Q\A? Expires 2 -18 -2005 • REVIEWED FOR CODE COMPLIANCE APPROVED AUA 12 Z004 City Of ► la BUILDING DIVISION DESIGN CRITERIA (LATERAL ANALYSIS) 2003 IBC / 2003 IRC LATERAL DESIGN CRITERIA WIND: 85 MPH, EXPOSURE B w SEISMIC DESIGN CRITERIA: Design Category = D (IBC) = D (IRC) 9c1 VERTICAL DESIGN LOADS u) o Ww J = LOCATION DEAD LOAD LIVE LOAD LL ROOF 15 PSF 25 PSF W 0 FLOOR 15 PSF 40 PSF DEFLECTION CRITERIA CO 1-- LOCATION TOTAL LOAD z �. Walls L/240 z o- w uj U a OS 0 E- W PRESCRIPTIVE CONSTRUCTION PER 2003 IRC WITH ENGINEERING o OF PORTIONS PER R301.1.3 u- ..z w U= 0 z 4 PdOJECT: Washburn Residence SEISMIC ANALYSIS: Site Class: Site Class: D (IBC Table 1615.1.1) Site Location: Longitute: 47.53271 Latitude: - 122.65485 Site Coefficients: (USGS Open -File Report 01 -437) Ss= S 134.5 47.6 SMS =Fa Ss= SM1= Fv "S1= Fa= Fv= Spectral Response Parameters: Sos= 2/3 • SMS = Sot = 2/3 * SMt = Structure Period: T Ct • (hn) 0.1962 h = 21 Ct = 0.02 X = 0.75 Cu = 1.4 T(MAX) = Cu T.= 0.2747 Seismic Use Group: Seismic Use Group: Seismic Design Category: Seismic Design Category: Seismic Design Category(Sos): Seismic Design Category(SD Seismic Response Coefficients Cs = Sos /(R /IE) = R= Is = CS(Mai) =Sot / ((R / ls) • Ta) = Cs(Min) =0.044 Sos • is = 31620 23rd Ave. S., Suite 321 Federal Way, WA 98003 V =Cs'W= V = Cs/1.4 * W = 1.00 1.52 134.5 % (IBC Eq.16 -38) 72.352 % (IBC Eq.16 -39) 89.6667 % (IBC Eq.16 -38) 48.2347 % (IBC Eq.16 -39) (ASCE Eq. 9.5.5.3.2 -1) Ft. (ASCE Table 9.5.5.3.2) (ASCE Table 9.5.5.3.2) (ASCE Table 9.5.5.3.1) (ASCE Eq. 9.5.5.3.1) I or II or III (IBC 1616.2) SHEET = OF D (IBC 1616.3) D Table 1616.3(1) Short Period (Sos) D Table 1616.3(2) 1 Second Period (S 0.1379 (ASCE Eg 9.5.5.2.1 -1) 6.50 (IBC Table 1617.6.2) 1.00 (IBC Table 1604.5) 0.3782 (ASCE Eg 9.5.5.2.1 -2) 0.0395 (ASCE Eg 9.5.5.2.1 -3) 0.1379 W (Ultimate Strength) 0.0985 W (Allowable Stress) ANDERSON - PEYTON Structural Engineering Consultants I = 1.00 (ASCE Table 9.1.4) DATE: 8/3/2004 NAME: TLC JOB #: 04 .172 (253) 941 -9929 (253) 941 -9939 FAX 4 MCE Parameters - Conterminous 48 States Latitude = 47.532708, Longitude = - 122.65485 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 134.5 Map Value, Soil Factor of 1.0 1.0 047.6 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 134.5 Soil Factor of 1.00 1.0 072.4 Soil Factor of 1.52 375 Wales Ct, Port Orchard, WA 98366 EZ- Locate returned a Block Face Match from the Tele Atlas map database. Matched Address Location (WGS -84) 2000 Census 375 WALES CT PORT ORCHARD, WA 98366 Decimal FIPS County..: WA035 Tract • WA035092200 B1ockGroup...:WA0350922002 FIPS Place...: WA55785 FIPS MCD _ WA92608 MSA 1150 Deq:Min:Sec D egrees Lat: 47.532708 47:31:57.749N Lon: - 122.654850 122:39:17.460W Standard Address Postal 375 WALES CT PORT ORCHARD, WA 98366- 3633 Carrier • C009 DPBC • 75 EZ- Locate Interactive EZ- Locate Interactive Geocoding Results Overview Click here to log off thesy_stem Use of these geocoding results is subject to License EZ- Locate Interactive at www.geocode.com © 2003 Tele Atlas. All rights reserved. Inset Tele atlas O 1S94 -3101 Tee P.1C1t q. W0. The red X represents the matched address. Use of these results is subject to license Click here_to._.geocode another address http: / /www.geocode.com/scripts /eagle /eagle.pl ?street =375 +Wales +Ct &city= Port +Orchard... 8 /3/2004 z w 6 fY UO U) 0 co w J = U) W W O 2 u_ Q = • d 1- W Z = Z0 W • W • 0 O • - o '- W W ti O .Z Cu - • I O ~ Z MapQuest: Maps: map Street. Map City * 375 Wales Ct Port Orchard, WA 98366 -3633, US Hotel Offers - Flight Deals • 2004 MRoQuest.crim. ino.: C5 2004 NAVFEQ Get Directions To Above Location Address or Intersection I Get Directions DIRECTIONS Skate /Prom, All rights reserved. Use Subiect to License /Copyright I Map Legend Home I Help I Settings I Mobile I Toolbar Print I E -Mail I Download to PDA I New_Map Search for a Business Business Name or Category Address City State 375 Wales Ct Port Orcha WA MapQuest Search J zoom iN ZOOM OUT ON BOArD NAYTEG This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. Hotels Hotels argti YELLOW PAGES Mar Seal Airp Busi Port Orchard Off( ... ......... ..... Cheap Hotel Dee Search 1000's of Hot( Great Rooms for Less www.ORBITZ.com Expedia: Discou Hot Deals at Over 10, Save up to 50% on hi www.Expedia.com Cheap Hotels Low Rates Guarantee( Prices, View Photos & www.hotels.com Discount Hotel Search Our Hotel Dea 110% Best Rate Guar www.CheapTickets. Official Site The Orchard Hotel San Francisco. Upscal www.TheOrchardHo Priceline Discou Incredibly Low Prices 40% on Hotels with I www.priceline.com Port O_rchard_H Discount rates online Reservations at Wash www.Lodging.com Discount Hotel Compare Prices and S Find Summer Airline 1 BizRate.com A http: / /www.mapquest.conn/ maps /map.adp?country =US &countyyid= US &addtohistory= :sea... 8/3/2004 MapQuest: Maps: print r te '! ✓�r � A Send To Printer. Back_to._M.ap 375 Wales Ct Port Orchard WA 98366 -3633 US Notes: { Breme ton Junction ,� s Got ° ^r l 5 4� . t c • r• 17r r _ ' 2Q04 MrtoQuc t, :om, inc,; al 2004 GOT, inn; All ric hts reserved, Use Subject to Lic revs Lcopvright ;' I_ r.ILI 1 w Lo ,. ; -ri Sheridtire..r..�30 k _ ^i 1 5rn4rttiRn . I ' -- ' 15tinl , i ! rn {B.tFtzS, {: s =�1 ": " ham rot FH[k' ,C gto �•-� h9tl n t -. : • . 1 , 2„x....... - r "';:'�'r:�;:: 304 n9nl ., Y' Z t; ( i .—..= ' �5� `I - `m ` js is E as t P-' ~'. �rt 4 ,Ur.: , ..,:):,'. ' ' ' i 1 , z..,>� 1 o;: t�fiaird 0 . l_.. — wL 1 . d. " �' • .II `4 I. ` .. , ,_ - s� ?C -! 151 &het • Cl I Mao Legend • 144.1 t '_ Get summer -izing tips and more at 0i r 4,4d Jiflii Privacy Policy & Legal Notices © 2004 MapQuest.com, Inc. All rights reserved. N ateirmnn 1 This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. c7 ON WNW N AVTEO http: / /www.mapguest.com/ maps / print. adp? mapdata= p5kgyoo6yZJCTlDs6FoFY0T % 8/3/2004 Anderson - Peyton 000 OOO Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT JOB # DESIGNED l DATE SHEET — OF CHECKED DATE vJ l ! -l' + J. 217 i„tp • t. R • e , � 6,-- -. • • •:.,t l 'w • . 4 • AEI 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: 12531 941 -9929 Fax: (2531 941 -9939 Seattle / L•aslside (206) 292.119411 �O0 Anderson - Peyton Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT - - JOB # 31620 23rd Avenue South, Suite 321. Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941-9939 •J SHEET I OF DESIGNED Tt' DATE /i (04"' CHECKED DATE Seattle / Eastside (206) 292.0940 _._ . ., .•.v:vrtaorbi..7,M. .x,vxes -Iw : bA'M �'`tE'!'R Z 2 f" • ~ W �QQ � JU 0 W H CO W O J IIJ.< to d = W Z }- W O • W o - O H W W ✓ L Z W U 0 Z • • - - - - - - -- _ - - 4...-. , t _ .. ' -- _ . • _ - t r 11 1 • • 5c- ` ( — =- ' = :. tom ; . _�_ } .... ! ; 1 : :• : • I 4 1 4t , • i • 1 • I i i ! , I , • 1 _.._ ____ -_. - - -_- y , 1 _. I, .L TA_ . t,..9 -gip— 1.� � rn _.__. -.. .. 1i± - _... -. _._.�... . . -•_•_— VV •.1't3 � � - . -- $9 7 - -.r I .. — L ..? _.. �O0 Anderson - Peyton Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT - - JOB # 31620 23rd Avenue South, Suite 321. Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941-9939 •J SHEET I OF DESIGNED Tt' DATE /i (04"' CHECKED DATE Seattle / Eastside (206) 292.0940 _._ . ., .•.v:vrtaorbi..7,M. .x,vxes -Iw : bA'M �'`tE'!'R Z 2 f" • ~ W �QQ � JU 0 W H CO W O J IIJ.< to d = W Z }- W O • W o - O H W W ✓ L Z W U 0 Z ''1, ' „r 7:',1 I .__..- ...... . _.__:-____- .._... _... f' I 4-15 __ _ - 7 7'y, i. ” • It . -___ ._.__..... .. �.. .K..... ... -�__ -_- F _ . _- ._- _._.__ " ._._.._......_.___........_.... - 1 r, /� 'i.[,'� _t yam• .- - --- _ Lt ;: ; ; � _._._...._•__••___.___...._�._ .:_ - . , . 2 I ..:i� " I i • `_ T ' - - -- - -- .. r__ . __ . *- _...- - - - - -- - i , y ; r. . .:.. _ •'1 i' - - -- -�- ,..1.1":.16 It -1.7 _. _Lt�. _ - - - — —__ _, — — , _ - . .; e • . _ ,rr ter=^ :A`.0 L . am" ; �1 i _..,. ..._ .___....� _., t I '-' ---�7 2 ' •p I I , , I .. -• - ____ ._ --- _- _.__. /1 _._ . _— _ -' __ ., � - --'- • _- i _ lti • ,__ • } i _ • • 1 • � t - • _ • . : w l t1r 1 '1 r , . '. I L ' i •. • I OEJ J Anderson - Peyton 000 Structural Engineering Consultants Q O A Division of ACP Consultants, Inc. PROJECT Zvv� Ua'vliM:gNY SHEET I OF DESIGNED 1 DATE $A4' /°4 CHECKED DATE JOB # 31620 23rd Avenue South. Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292-0940 QQQ Anderson - Peyton QQQ Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT PLR L 2003 r.. ) • . 1 . • i • z =� .t N+ y .•, •• .t. ).{.:, ::17;., U !L. ,+ . .l. 1 4 . P •9 1 , Ii I?A_ .' ': .'.) f — C.' . ice... f. �•�`_?^ ., w .. 'f �... 1 •r• 7pq Le) r ..._. ..__.._ •l•. kJ .. 1 .. 31620 23rd Avenue South, Suite 331, Federal Way, WA 98003 • Phone: (2531 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292.0940 3013 # DESIGNED fi DATE of 4 SHEET 11 OF CHECKED DATE z W 6 JO O 0 U) W W 1- U) LL. w w rn� _ w z = it o z I.- w • w 0 O — O F- W LL" O ..z W O= P: ~ z OaQ Anderson - Peyton Structural Engineering Consultants OOO A Division of .ACP Consultants. Inc. PROJECT 1t -`=r' 4 V■effortia,.. • • r,. JOB # •dA-1, •• ....... .. ..L .. : .. ) - 4, 1 ,-�( ✓c = _ .. 5!�. V �L /_ �S_. ..- '� � =-._ .... .........._ --- .............. ,3333.. -2333.. _.... _._._._...._......,......_..... - .........._. .. ...._..._.......__....._._...__ __ .. _ _ 3323... _._.._....... _ 3233_ �__ 3333 -- - -- -3332. . .._ : 33,33._ �.. �....... .. te 3 c^: rr .. 2333. 3233. - 3323.. -- , •r h :�c . • n. • .__..___ �- '..._.... ...-_...._". �._.... 1 .... �.....__.......____.. ,�.._.._ -- •--- -.._.__.":. 3333 3233 • . l j 31620 23rd Avenue South. Suite 321. Federal Way, WA 98003 • Phone: (2531 941 -9929 Fax: (253) 941 -9939 DESIGNED ' DATE °/ 44-16.4- CHECKED DATE SHEET 12 • OF 411— ?-{ wPc1.3-... _.. •_ -ta _ Seattle / Eastside (2(16) 292 -094( • ■ 4 0:1173 Anderson - Peyton CICIC1 Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT 40 JOB # DESIGNED CHECKED SHEET OF DATE eVel- DATE - 212 4./ c7' • i••• 317 a 7••"•; \,1.:6:a 1 • VA-4 • . C.III . ;277.1* 64.4._!17,ttip; v . . .—..— . . A 14-.. , ---.. —..—.........----,...— . , . : .2.11 - — I • , 5,17a. ";. rLo • • 7 I I , • ... • .If --- _ . • • • • • -1 • • 3teK1 • I I • ■ Pl 4. 4 )(Z1...) = 3 1 44 rpT K;ep • • • —....•■■•■.............•—■•■■■■■•■•■■•■•■•■■•■••,,..••••■■•■■•■■•■■■■—■■••■■■■■ H.L.■•■ •■■■•.. —•■•• • ■ • •••■ ■,• ■•• • 1 11 1 " . ...—.1■■■■■■■•• - ' - ---L- --'-------!--' 7--;---'-- --- - _._ _ ____....___. ...... ..... , , ., •(''' : : • , . - g. 1 D ■ . : - ," h . ■ , . . ; . . • . _ . . :_'; . , • , - FLiff occ. -aF • — ; —• •_ _.•___-•_ • .• _•.._•_._••_•.__ _ t• 1". S • =• • bc . Ce..oi 5) _ - _ 4,4-2; • 31620 23rd Avenue South, Suite 321. Federal Way, WA 98003 • Phone: (253) 941-9929 Fax: (253) 941-9939 Seattle / Eastside (2(16) 292-0940 90E3 Anderson - Peyton 00 Structural Engineering Consultants 00E3 A Division of ACP Consultants, Inc. PROJECT . . - . 7 77- _ JOB # SHEET 14 OF DESIGNED 1 DATE ‘ 4; CHECKED DATE . _____••• . . • . • • • • -V -9 14f - _ V pdPe i ..... ,■•_- -.. ._–_— ._ __ ____.. _. 1 i 3 ' 1 41 : ___..--:__-__..._•._'_--___ ..4.....:_____–__:.___ ' ' • , • • s • i i * 1/. ' ' . _,..._:_......_._:-_,. • ; ; ___ _ __________________, • ___....._,— __., —__....._.__ --:. ---1.--1 .--..---:-.-:.------.L. '7—'14 . 1.1(-14- 7 )--,---: —_—_-- + z. ' -6 - --' 7:- --- 01,--------■-----1- :.-." -7.. 1. . 0 0 — , Sc.. , ...c, s _____ . .. • e> -4 4 ( 33 5) ;14 olt 7 ' • , '.` '‘ 7 1tv}ig I r. •_" . • -,--- .__, — 7 ..• ._ ..... . • . . . • • - . •• . .•..._ • .. . . , , - -1 - :: + 7 ' .. -11k14 7 2—e --- 4:F . 2 1•1 10LC.Ar -- . . . .. • 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: 1253) 941-9929 Fax: (253) 941.9939 Seattle / Eastside (206) 292-0940 .15 z I 1— 174 2 –1 00 U) 0 CD L11 111 –1 1– u. w 0 < • ° t— u± z 0 z 1– UJ u j 2 • Ci 0 0 ) O – O I– LL] uj X 0 LL. , z Le)' P: OEM Anderson - Peyton ' 1J CEI Structural Engineering Consultants ID CM A Division of ACP Consultants. Inc. PROJECT " 2 • 43° 4-so JOB # SHEET 1.5 OF DESIGNED . 7 . "'" DATE 0 / 4 1 04 ' CHECKED DATE -- • ---11, G - t - i - k- - c - i t---17--- 1 7-----.2 S -- L2t..-S - r -7 1, 7- ---4-,.--,,,,-------- or ----, ..1/4--mosti-e-,-c-:--_,. . . _.. — . F (4 ' .. c :17471) Lk uP CF:! V;C:Ytt'et = — . ( es„.. .-72),.. • •- • -- - - '''' - • - ' • cCi t..:617 F ---,. - - — ----------- __ ...__ _ .....____ t1+ CLu) 4 IP _ tf:"‘legil!.... '.. __L.:— e_ ' ... ._ . • . I I . I • . . , , 1. ............. .... . ...4,. * Om, . . I . . . .... • -.--- ---i- • 2'1 --- -•-•!•-• -...--• - -- - • -.7----,----.---,— t----.----- -,-- . • 0 , 4 _ ' .• • , 1 5/41..lt Cif ' - --- — --:--- , , • . , . ....., - i: 1 .4 ‘, TE. -- '7...." ------ - - ---" 1 - - 7 — T-. 4 t 1 7 ---- .."—`'.‘" . • • ; ) : : • 1-144.E• 1 ! ------ 115 4.1. • t t t • : : . , - 27 .- • ----. — . : , 1 , . -- -- L-- ‘..22 CP • i tel " •dtr 2 0 4 t . —3 arc, C7111)7 dt' • - - • • - • • - .^- - • - , • • • • • • • • • • 1 . ; • ^ • --. IL ---:---;-.----,14/-0.L._........ait......7...?..f.pt.,....._t=__,.... ni __, ---- --------: • 1 0 14; 7.- .... 1 t 0 f 7y . • . '''a . - Cet I r t 0 , ",.. - "J l 1 ir-e-;.47-...;„i ArF e.-- 7--- . C ....11■ ......'. -. 1 0 • • , . • • ' • rif71:71.1.... - r*--:-• - lt!' . - :Vt . , . . . ! • .1 .. . . , . . . 1 . . . , . . , . _ I T iolteZteis) '. ez) t-4 c (4.) (t1T3 -2 . 1 4 1 41 (us) toltoObi - - - -'74/4-(1) 4 r ff- " U.7-17 4 o I 5 S9 ,14-1 F . • PM. kin CS! C, 31620 23rd Avenue South. Suite 321, Federal Way, WA 98(103 • Phone: (253) 941-9929 Fax: (253) 941-9939 Seattle / Eustside (206) 292-0940 tPVly •IPI*1 ..1,11•WIP/Plersoirio,,,,, • •• ..• • maroweIrmolego4101~M. Loaded Perp. to grain (11 /ft) Bolt 11 /Bolt ft /Bolt OC spacing (inches) Size W/ C =1 Cd= 1.33 12 14 16 18 20 24 30 32 36 48 1/2" Dia 320 426 426 365 319 284 255 213 170 160 142 106 5/8" Dia 420 559 559 479 419 372 335 279 223 209 186 140 3/4 "Dia 460 612 612 524 459 408 367 306 245 229 204 153 7/8" Dia 500 665 665 570 499 443 399 333 266 249 222 166 1" Dia 540 718 718 616 539 479 431 359 287 269 239 180 Loaded II to grain (8 /It) Balt ft /Bolt f1 /Bolt OC spacing (inches) Size C Cd= 1.33 12 14 16 18 20 24 30 32 36 48 1/2" Dia 550 732 732 627 549 488 439 366 293 274 244 183 5/8" Dia 790 1051 1051 901 788 700 630 525 420 394 350 263 3/4" Dia 1020 1357 1357 1163 1017 904 814 678 ' 543 509 452 339 7/8" Dia 1190 1583 1583 1357 1187 1055 950 791 633 594 528 396 1" Dia 1360 1809 1809 1550 1357 1206 1085 904 724 678 603 452 Anchor Bolts: (For 2x Sill P1 (Hem Fir) on concrete / masonry foundation) (Bolt Value = single shear value for 1 3 "& i = 1.5 ") Co= 1.33 000 Anderson - Peyton 000 Structural Engineering Consultants ❑ 0 0 A Division of ACP Consultants Sheet I of 8_ Date: 3/19/2004 Design By: TLC Project & Location: Client: Engineered Details and Notes for lateral prescriptive code and (3) engineered wall lines (lateral only). Engineered. Details. & Notes for ...... .... WASHBURN RESIDENCE 37.5 Wales Ct. PORT ORCHARD, WA 98366 Reality Homes 1308 Alexander Avenue East Fife, WA 98424 Structural Anderson - Peyton Engineer: Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 Project Number: 04.172 Code: 2003 IBC / 2003 IRC K IAN 4, O 1111. , ;,, 17 075 '' Expires 2 -18 -2005 1,5107q FRAMING NOTES 1. Roof Diaphragm Nailing: 5/8" Wood Sheathing nailed w/ 8d at 6" o.c. at supported edges and 8d at 12" o.c. at intermediate framing members (unblocked). Face grain perpendicular to supports. 2. Provide diaphragm edge nailing above all exterior walls, interior shear walls, hip and valley locations. 3. Provide solid blocking between the bearings of every rafter or truss and a Simpson H2.5 clip at every other member. 4. Gable end walls which are not balloon framed are required to be laterally supported at the plate line by bracing designed by roof truss manufacturer. 5. Align stud wall framing with supported trusses, rafters & joists, unless noted otherwise. 6. Shear wall edge nailing applies to all top and bottom plates, vertical joints, horizontal blocked joints, wall corners, and hold down anchored studs. 7. Where (2) shear walls meet at a corner, the sheathing of each wall requires edge nailing to the hold down anchored corner studs. 8. Floor diaphragm nailing: ' 3/4" T &G Wood Sheathing nailed with 8d at 6" o.c. at supported panel edges and 12" o.c. at intermediate framing members (unblocked - unless noted otherwise on plan). Face grain perpendicular to supports. 9. Where floor framing runs parallel to exterior walls at 1st & 2nd floor, install TM blocking panels between rim joist and first joist at 48" o.c. - nail sheathing to blocking panels with 8d at 3" o.c. GENERAL NOTES The structure has been designed to resist code - required vertical and lateral forces after the construction of all structural elements has been completed. Stability of the structure prior to completion is the sole responsibility of the General Contractor. This responsibility includes but is not limited to jobsite safety; erection means, methods, and sequences; temporary shoring, formwork, and bracing; use of equipment and construction procedures. Construction observation by the Structural Engineer is for conformance with design aspects only and is not intended in any way to review the General Contractor's construction procedures. Standards All methods, materials and workmanship shall conform to the 2003 International Building Code (IBC) as amended and adopted by the local Building Official or applicable jurisdiction. DESIGN CRITERIA Vertical Loads: Dead Load Live Load Roof 15 PSF 25 PSF (snow) Floor 15 PSF 40 PSF Lateral Forces 1. Wind: Basic Wind Speed = 85 MPH Exposure B 2. Seismic: Seismic Design Category D, Seismic Use Group I, per 2003 IBC. V = C W, C = 0.1 Foundation Design Criteria: Soil Bearing Pressure: 2000 PSF (Assumed) Active Pressure - Restrained: 50 PCF (Assumed) Active Pressure - Unrestrained: 35 PCF (Assumed) Passive Resistance: 250 PCF (Assumed) Coefficient of Friction: .35 (Assumed) All footings shall bear on firm, undisturbed earth or compacted "Structural Backfill ". Areas over - excavated shall be backfiiled with lean concrete (f'c =2000 PSI) or "Structural Backfill ". CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I and shall be ready -mixed per ASTM C -94. f'c = 2500 PSI, maximum slump 5 ". Minimum cement content 51 sacks per yard. Metal Reinforcement: Reinforcing shall conform to ASTM A -615, Grade 40 or 60. Splices shall be 24 bar diameters or 18" minimum unless noted otherwise on details. Provide corner bars for all horizontal bars in footing and walls. Non - Shrink Grout:: Master Builders "Masterflow 928" or pre- approved equal Grout may be placed from a 25 second flow to a stiff packing consistency. Fill or pack entire space under plates or shapes. No grouting shall be done below 40 degrees F. Epoxy Grout:: Simpson Strong -Tie "SET ", Covert Operations "CIA" Gel, or pre- approved equal. Two part low sag epoxy. Use equipment, which will accurately mix and dispense the components. Hole shall be drilled at a diameter as specified by the manufacturer based on the dowel bar or threaded rod diameter. Hole shall be dry and cleaned with pressurized air just prior to installing grout. The rebar dowel or threaded rod shall be clean and installed slowly, and shall be rotated as it is pushed into the hole. Cold weather grouting shall be done with proper grout formula. Embed 9 diameters minimum unless noted otherwise in plans & details. Grouting operation shall be inspected by an agent as recommended by the Owner. z w re 2 6 O 0 N 0 W J H w 2 g? c • d = I- W z � I- 0 Z ~ w O • N O I- w u- O ..z w U= O ~ z GENERAL NOTES Continued STRUCTURAL STEEL Detailing, Fabrication and Erection: Conform to the AISC "Manual of Steel Construction ", 9th Edition. Z Anchor Bolts (A.B.): ASTM A -307, Grade C. ,f " W Dowel Bar: Reinforcing bars shall conform to ASTM A -615, Grade 60. ± v O 0 Epoxy Grouted Anchors: "All- Thread" - ASTM A -36 (f = 36 ksi). cn co W J = CARPENTRY u) LL W O Wood Sheathing (Structural): Shall be plywood or Oriented Strand Board. 2 Plywood shall be Group 1 or Group 2 species, C -D grade Exposure 1 conforming to PS 1 -83. Each panel shall bear g 5 the grade trademark of the American Plywood Association. Oriented Strand Board (OSB) shall be APA Rated N Struc -1 for roof and walls and APA Rated Sturdy -I -Floor for floors. Each panel shall be classified as Exposure 1 and = d shall bear the grade trademark of the American Plywood Association (APA). I-- _ Nailing shall be common wire nails of a size and spacing indicated in the framing notes. ? I- HO Glue- Laminated Members: Conform to ANSI /AITC A190.1. Members shall be combination 24F -V4 Douglas Fir for simple spans (24F -V8 Douglas Fir for cantilevered spans) with exterior glue. 2 m 0 Framing Lumber Standards: Conform to West Coast Lumber Inspection Bureau (WCLIB), or Western Wood p '— Products Association (WWPA). Each piece shall bear the WCLIB or WWPA grade trademark. = W U Species and Grade (Base Design Values) u 0 1. 2x Studs & 4x Columns: "Doug Fir - Larch" Stud Grade (f 700 PSI, f =850 PSI) or "Hem -Fir" Stud Grade z (f =675 PSI, f =800 PSI) v N H= General Requirements: Provide minimum nailing per 2003 IBC Table 2304.9.1 or more, as otherwise shown. 0 Pressure treat all wood in contact with concrete or masonry. All lumber hardware that is in contact with treated Z lumber including but not limited to clips, hangers, nails...(except anchor bolts) shall be hot dipped galvanized. Provide cut washers where bolt heads, nuts and lag screw heads bear on wood. Do not notch or drill structural members, except as allowed by IBC Sections 2308.9.10 and 2308.9.11 or as approved prior to installation. Framing Connectors: Shall have ICBO approval and be manufactured by Simpson Company, San Leandro, CA., or pre- approved equal. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted otherwise. Wood Trusses: Shall be manufactured by an approved truss manufacturer in accordance with approved shop drawings. Trusses shall be designed per IBC Section 2308.10.7 to carry the loads listed in the design criterion and any additional loads indicated on the framing plan. Provide shop and installation drawings produced under the supervision of and bearing the stamp of a Professional Engineer registered in the State of Washington. JDJAnderson - Peyton DE IEJ Structural Engineering Consultants CIO A Division of ACP Consultants, Inc. PROJECT • • . , , • ___ .... • . • ! ! • ; ! ' i ; I ; ; ; • ' ; ; 1 . ; i ; ; • ! i • • ; • • 1 • i • 1 : ; - -.1 • ; • I : .! i • 1 : 1 • • • • • • 1 • . • .• • • - • PRE-MFR'D TRUSS . I , I • ••• 1 i ' ; • • • • • I , • l • • • . / • I . . I ; • ; ; 8.1e 6 • EDGE NAIL IN& DBL. TOP It- LAP SPLICE • S'-O" MIN. VI/ 16 @ SHT'G' • IN 1 . . . ! 1 ; ' . ; . I • 1 : • 1 . ; I I ■ , . 1 , . . . , . - TRUSS BEARING AT t 7-4 • 11 4 -1- - ) V•MN 1-4M :5--.4----; ' , ;-- - 1 1 • • • : : 1 . • ' ' i i ' • ! ' • SECTION NO SCALE • ; • i ; • ' ' ' 1 ; • • 2x BLOCKING JOB # 04# SI-IEET 5 OF ' — - „ DESIGNED DATE CHECKED DATE • • • • • SIMPSON 1-125 EA,TRUS5 SIMPSON A34 6 24" O.G. • Ckt7 7 (2- L.-0 ot.4 2x6 WALL • • • ; • ; • ; I ' • -. • • . . • - +.1. • • • , • • • • . • • • • ! : 1 i • , ' • ' 1 1 , 1 , ! L . i 1 1 ! • ; • _ „ • 1 i • ! ; I ' • L 4 1 1 1 i ; - -1- -7-- . , 1 . , ,...__:. 1 .... ; ; I ; . 1 1 . • r ; • 1 • 1 • ! . • ; , • • • . ' 31620 23rd Avenue South, Suite 321. Federal Wuy, WA 98003 • Phone: (253) 041-9929 Fax: (253) 941-9939 Seattle / Eastside (206) 292-0940 7.1 < • Z __I • 0 (j) • w W O U_ w 0 2 < co a m ui z 0 z u O u) O — O 1— W Lu w z z b r al Anderson - Peyton • DOD Ern PROJECT ; I ' • . • . 1 : : : • • , • I ' 3 . , ,,,,:,.,,,,:, I - -r — "-- - r" -- ; — --1-- -- ', '. • , , i s , , : 1 i . : ; , , . 1 , i i .., ' ...... i : ' '' • • Structural Engineering Consultants A Division of ACP Consultants. Inc. • Vor=e7opia...ar-z 7 t-e JOB # , SM epvt-4 140 IDN2, ,•_-..•--- '• • ..• ---••••• _^. -^ -.• --••-_-_-- ^ ^ LI , DESIGNED CHECKED DATE LE Nfrr1LU, age,c2"c.c- e-o1-11 - SHEET OF 5 DATE • ° `"r i ••••■■■■■■••••••,...... ••■•••••••••■••■••••■■■■■■■■••••••••••■•■■■•• ••••• •••■■ •••■•••■■••■■ M■■•■•■••■•■•••■•••• ■••■■•■•••■■ I.; • r 321 Federal Way, WA q8003 • Phone: (253) FrIx: _12 041-9939 ..c;11•11%..,1„. , • "...2a4.4...4..v...1A. AM; • 11— re u -1 6 --I 0 O 0 u) w uJ W X 1.- U) u_ u j 0 I 1- Z i-0 Z UJ ui O — O I— W u j M 0 L I 3 Li; 0 0 I 000 Anderson - Peyton QQO Structural Engineering Consultants A Division of ACP Consultants. Inc. JOB # DESIGNED L DATE 4'01 <D4- PROJECT lb w CHECKED DATE ir i 210 1 � ( { 2-X1 f Ye 1( St U . 9 Jo e .. s. V .o .0; .22....2.2...._ ....._.. +, ....._ .. . ( D • • i j ': *. �l f- 1 1 i 1 .. ...tom,'... �� sM 6 oi. 1 xS►t'f . old SHEET 7 OF S 31620 23rd Avenue South. Suite 321. Federal Way. WA 98003 • Phone: (253) 941.9929 Fax: (_53) 941 -9939 Seattle / Easiside (2061 292 -0940 �; t•�,. Sty ;.ku: v c �t `00 Anderson - Peyton OOO Structural Engineering Consultants A Division of ACP Consultants. Inc. PROJECT l hod e. oz:= _.. Nis , . JOB # DESIGNED T''-{- CHECKED t, �... PO c. Vi,6 t-t- 31(120 23rd Avenue South. Suite 321. Federal Way, WA 98003 • Phone: (253) 941-9929 Fax: (2531 941 -9939 Seattle / Eastside (2061 2 92.0940 0 .:3�t.:3�^'.c .. krrl?Nie^':.C;:+t;;.5' h ?rnyrn�sw ____r:..:;o: t,�.r:•ik c,,,nro.caa�FaihM;ltr�ltl , SHEET B OF $ DATE DATE 44'04(6`1. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • — 2 • • • • 20 139th ST •1g1'.... •to• •hydrant Peter Nunan 5323 1/2 139th St Tukwila, WA 98168 Parcel # 167040012k9 Scale: 1" = 2O NORTH 20' 17.5 proposed home 40 rx 40' :12.' fi �x V �� RECEIVED (:IN ^� -r IKWL A EZ NOV 2 5 2 0 03 PERM' I ■.ENTER 70' 130' 35 November 22, 2005 Peter Nunan 14924 — 57 Avenue S Tukwila, WA 98168 -4523 RE: Refund Dear Mr. Nunan: Enclosed is a check in the amount of $4,434.28. This refund is for a permanent water meter and a bond for the asphalt paving around the water meter. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: Pelmit:2Vo b03 =370 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Q :\Documents\Bond Release\D03 -370 - Release Lelter.DOC bit 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKVVILA. WA 98188-2544 redacted 112101 1121306 11/10/2005 11/1612005 Tukwila WA 98188-2644 PERM MTR REFUND BONDIDEPOSIT REFUND 3,721,78 712.50 11/21/2005 PAY Four Thousand Four Hundred Thirty Four Dollars I and Twenty Eight Cents TO THE NUNAIN, PETER ORDER 14924 - 57TH AVE 9 TUKWILA, WA 98168-4523 OF THE BACK OF THIS DOCU MENT HAS AN ARTI FiCIAL WATERMARK - HOLD AT AN ANGLE TO VIEW REDACTED KEY z jU 00 (Do (0 Uj uJ m F- U. 0 u. +0 ul Z F 0 z F- LU Lu 0 of uJ LIJ M 0 F- z LD m O F- z m Memo Naernber7, 2005 Laurie Anderson To: From: Brenda Holt Re: D03 -370 Xc: File No. D03 -370 Peter Nunan 14924 — 57 Avenue S Tukwila, WA 98168 Q:\Documents\Bond Release\D03 -370 - Refund Memo.doc bh City of Tukwila Permit Center Please refund the $712.50 for the funds set aside for the asphalt paving around water meter box located at 5325 South 139 Street. Please make the check out to: Please send the check to my attention and I will forward it to them. Thank you. • Name of Development: Wiry and proccdun:Wed booklde,clopa•s proJat wan uuy fam Crowd February 2tlll1 City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1 — to be completed by Developer (c ilo < I)e( e/o■ Arne /L Address: J f �� S Release should be sent to: Name: PJ e Address: / 4 Y --`( Description of items to be completed (reference plans /documents where items are described): �? S p)ic _ 1 t u i b1(), Gz r() r•( cc,-afri'• i e r 60 () As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ T7/a D (150% of value to complete work above) and attach support ocumentation for value of work. I will have this work carried out and call for a final inspection by this date: /D/ lI OS , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out cornpletio of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release • , se fund,. Signed: Section - t be completed by City staff Signed: L / L/CC Amount: $ Inspecto : .rl l'.: . Section 4 — to be completed by City staff ! 'i " 'vk a i7 " "•V •,z N kA ido,n 5-71- J 4 V Z $ City /State /Zip - TA. law ■ t l v A 9$ Date: n q /as Permit No.: 63 - 5 70 Title: THIS FUND IS AUTHORIZED TO BE ACCEPTED Cash /Check ❑ Cash Assignment ❑ Bond City Receipt No.: '• - 0/43/ Received By: � e 10a's Department Head: Deposited this Date. Section 3 — to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /ca equivalent/bond. / Vt14A- Date: ft/ it) Authorized By: Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent — Letter attached ❑ Bond — Letter attached Date Released: Released by: ,� vP�'' k wow ate 41P,"13 .ir;:i: aP2'" s ".Ih "R `t �M �<— rY.�.....rri•a,w...v,.� Y.., p . x. •.�,:. , .rwt pt�•i,is�t ir7xHri �T.1.'fi:'I`!.i'�YIt u'' • ? , Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1670400129 5325 S 139 ST TUKW NUNAN RESIDENCE R05 -01431 LAW 1630 PETER NUNAN TRANSACTION LIST: Type Method Payment Check BONDS /DEPOSITS Description 2008 RECEIPT Account Code 000/386.908 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 712.50 Current Pmts 712.50 Total: 712.50 D03 -370 ISSUED 11/25/2003 06/15/2004 712.50 09/27/2005 08:59 AM $3,020.00) 7617 09/27 9716 1TO 712.50 Printed: 09 -27 -2005 rLdurie Werle PETER NUNAN - D03 -370 From: Richard Takechi To: Laurie Werle Date: 11/10/05 12:02PM Subject: PETER NUNAN - D03 -370 Hello Laurie. I gave to Diane in A/P a refund request to Peter Nunan for $3,721.78. This is made up of three transactions. 1.) RCFC overpayment of $3,132.00 2.) Connection charge overpayment of $40.00, and 3.) Meter installation deposit refund. The City initially received $950.00 from the customer. The actual cost of installation was $400.22. This left a difference of $549.78. Thus, the total refund adds up to $3,721.78. Page 1- February 24, 2004 Mr. Dan Glace P.O. Box 1112 Eatonville WA 98328 RE: CORRECTION LETTER #2 - Development Permit Application Number D03 -370 5323 South 139` Street — Nunan Residence Dear Dan: City of Tukwila Department of Community Development Steve Lancaster, Director 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, Planning and Fire Departments have no comments. Public Works Department: Jill Mosqueda, at 206 431 -2449, if you have any 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 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, encl Stefania Spencer Permit Technician xc: File No. D03 -270 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Nunan SFR File #: D03 -370 Review #: 1 Date: 01.21.04 Reviewer: L. Jill Mosqueda The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. For Type C permits, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. 2. Please amend plans to include the circled items on the attached Plan Checklist. 3. Water Supply a. The plans must show location and size of the water meter and connection to the water main. b. The plans must show the water supply from the property line to the house. c. The application indicates you plan to have a 2" water meter. Is this correct? 4. Sanitary Side Sewer d. The plans must show location and size of the sanitary sewer and the connection to the water main. e. The plans must show the sanitary side sewer from the property line to the house. 5. Surface Water f. The downspouts may end at splash blocks, rather than being routed to dispersion trenches. If you choose to use splash blocks, please amend the plan to reflect he change. 6. Connecting to the sewer and the water may require work in the right -of -way. Please accurately locate the sewer and water stubs on the plans and show all of the proposed right -of -way work. Please refer to the attached Bulletin regarding work in the right -of- way. 7. The site plan must show both existing and proposed contours. 8. You must provide estimate of cut volume and of fill volume. Projects /D03 -370 Nunan Comm 1 1 At7A!Q�7fU B m v1% ¢160!F!'trtAMtkO M4' fitv.w.'! :31ftiter bF7i�f t4k374401k December 3, 2003 Dan Glace P.O. Box 1112 Eatonville, Washington 98328 Dear Dan: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application D03 -370 Nunan Residence — 5323 S 139 Street Steven M. Mullet, Mayor This letter is to inform you that your application received at the City of Tukwila Permit Center on November 25, 2003, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, Plans Examiner, at 260 431 -3670, if you have questions concerning the attached. Please address the above 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. Revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. •Sincerely, Stefania 'Spencer Permit Technician Enclosures File: Permit File No. D03 -370 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431 Determination of Completeness Memo Date: December 2, 2003 Project Name: Nunan Residence building permit application Application #: D03 -370 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Plan Examiner Ext. 1677 The 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. 1. A roof drain dispersion trench design has been provided on the plans. However, because of experience with crawl space drainage or basement drainage in the general vicinity of the subject building site, address the following foundation / footing drainage comments. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved watercourse. • Page 1 a) To maintain the crawl space foundation construction, 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. Review the following State Plumbing Code subsoil drain requirements for your design. . ... ... .. �O3' �, ll? ��' �R?!l k1N? YYh'.'l TI. CRhav�t�f.• �fa�Y!. f.RwFI1.T.'<W!��Ya,M.HMtw "�Y,�Y XYh,1lYh {.�i:!'1he`/»RCi�'.�'.G�UT1 ^.'. Page 2 of 2 D03 -370 - Incomplete memo ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at Q least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it rt w accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one- - v0 half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. co ❑ co LU ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. N u.. w LL ? co No further comments at this time. w z F I- 0 z I- w w 0 O 2 0 I- Ww 0 V_0 W U � O~ • Page 2 z DEPARTMENTS Building Division Pubic Works r f1/9 Documents/routing siip.doc 2 -28 -02 PLAN REVIEW/ROUTING SUP ACTIVITY NUMBER: D03 -370 PRO,ECT NAME Nunan Residence SITE ADD REM 5325 S 139 St Original Ran Submittal DATE 08/25/05 Response to Incomplete Letter # X Response to Correction Letter# 1 to X Revision # 2 After Permit Is Issued n tirwro TUEITHURSROU ING: Fire Prevention Structural DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete Please Route Structural Review Required 1 REVIEWBR'SINITIALS APPROVALS R CORRECTIONS Approved Approved with Conditionsn Notation: REVIEWER'SINITIALS Planning Division n Permit Coordinator 1 1 No further Review Required Not Approved (attach comments) DUEDATE 08/30/05 Not Applicable I I Comments Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER O F CO M PLETEN 6S MAI LIED: Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE DUE DATE 09/27/05 DATE Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: - ._.....,.s.A:A.0;16.1.:rr: t.+ a:. v.•.. �u: i.::. ns: c «�;:v+�2.8afauos��v.s..a... -.- PLAN REV1 BN I RO U TI N G SLIP ACTIVITY NUMBER: D03 - 370 DATE 08/15/05 PRO.BCT NAME Nunan Residence STEAD D RIMS 5325 S139 tH St Original Ran Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION O F CO M PLETBN ESS (Tues., Thurs.) Complete ❑ Comments Documents/routing slip.doc 2-26-02 t REVIEWBR'SINITIALS APPROVALS O R CO RRBCTI O N & Fire Prevention Structural Incomplete ❑ Permit Center Use Only I N CO M PL.ETE LETTER M AI LID: LETTER O F CO M PLETEN EES M AI L® : Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ RN ❑ Staff Initials: TUESITHURSROUTING: Please Route Ti Structural Review Required Ti No further Review Required ❑ Approved Li Approved with Conditions❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS DATE Permit Center Use Only CO RRBTI ON LETTER MAI LE): Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ RN ❑ Staff Initials [is I >y (e 5 Planning Division ❑ Permit Coordinator DUEDATE 08/16/05 DATE Not Applicable DUEDATE 09/13/05 .'�L1w:ih 4 710 Lkt1PP'ii'�SM'.'�YM;N ".F@ -ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -370 DATE: 08 -06 -04 PROJECT NAME: NUNAN RESIDENCE SITE ADDRESS: 5325 S 139 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afters laeffwe permit is issue DEPARTMENTS:, „ 01 41 �� Building �n �` Fire Prevention ❑ Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -10 -04 Complete [fI Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY Planning Division ❑ Permit Coordinator Not Applicable ❑ DUE DATE: 09 -07 -04 Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /RO SLIP ACTIVITY NUMBER: D03 -370 PROJECT NAME: NUNAN RESIDENCE SITE ADDRESS: 5323 SOUTH 139 STREET DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DATE: 06 -03 -04 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # afteribefore permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works A Z Structural ❑ Permit Coordinator DUE DATE: 06 -08 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 07 -06 -04 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [' Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2 -28 -02 PERMIT COORD COPY DATE: DEPARTMENTS: Building Division Pub lic Works ,` e Documents /routing sllp.doc 2 -28 -02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -370 PROJECT NAME: NUNAN RESIDENCE SITE ADDRESS: 5323 SOUTH 139 STREET DATE: 05 -07 -04 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # after/before permit is issued Fire Prevention Structural DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY ❑ Planning Division ❑ Permit Coordinator DUE DATE: 05 -11 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 06-08 -04 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: x`0 ?-o V Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [ Staff Initials: DEPARTMENTS: A n 'vision CI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -370 PROJECT NAME: NUNAN RESIDENCE DATE: 01 -15 -04 SITE ADDRESS: 5323 SOUTH 139 STREET Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued Public 1 1 tug L DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DUE DATE: 01 -20 -04 TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 02 -17 -0 4 Approved (attach comments) App ( ) DATE: Permit Center Use Only CORRECTION LETTER MAILED: .2 I ( Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW, Staff Initials: S Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -370 PROJECT NAME: NUNAN RESIDENCE SITE ADDRESS: 5323 S 139 STREET DATE: 11 -25 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENTS: klaio.. 41ii,j,Q . 11- 2v3 Building Public Works DETERMINATION OF COMPLETENESS: (Tues., Th s.) Complete ❑ Documents /routing slip.doc 2 -28.02 0 APPROVALS OR CORRECTIONS: i Z 4u c /z- 5- Opp ii4 , 12 .Z Fire Prevention G] Planning Division Structural 0 Permit Coordinator X Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 12 -02 -03 tra Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: i 2.-3-6) 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials:S TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -30 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Y`I Revision ! No. Date Received Date Received 1 Staff I Initials Staff I I Initials Date Issued ; ! Staff Initials I I 8 -b -04 6 S/3/ 105 I / Summary of Revision: Cti/.tlp �(GY''1 O il/2, /iL( I A Cd Summary of Revision: OI 6 i „ L' ' „ is? 4.. /L „. . ,L e /,,, , , , , Received By: (.1 inct Af t L ay\ Revision No. Date Received Date Received 1 Staff I Initials Date Issued Date Issued Staff Initials 1 04 I $. -- 1 'CO I Ai/t) 6 S/3/ 105 I / Summary of Revision: Cti/.tlp �(GY''1 I ' ct.wicter mete( t 7 /y" met-e, , Received By: Received By: • Received By:,' - j 11 ccie__ . IV (tiINC(A--- Revision No. . Date Received Staff Initials Date Issued Date Issued I Staff Initials 1 Received By: Summary of Revision: Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I • Summary of Revision: 1 Received By: Revision No. Date Received Staff Initials - Date Issued ! Staff Initials 1 Summary of Revision: Received By: . PROJECT NAME: Site Address: 6325 6 Im REVISION LOG PERMIT' O:• Original Issue Date: (please print) (please print) (please print) please prin p City of Tukwila REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (VI / IC ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # RI Revision # a after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: NC,t.arl Cc ` ''S t cl eil c -e_ Project Address: 53 j ' St Contact Person: Summary of Revision: t r M u - 0 n C�rx e_ 1" wafer !flt) ? r t o (.0 14-;,irL a'o re ti r(ra - f r►n ( )s -e,-e l y�l�a kT flew/3 TD 0 ;p ,-;1 e ✓ S 7. S 1 re' (-14 re C -(' per Sfr tie Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1Zr Entered in Permits Plus on 115 6 -1 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Plan ChecWPermit Number: - ,5 70 Phone Number: ` h" me-ter Steven M. Mullet, Mayor Steve Lancaster, Director necovr. art OF TO' ! ALA 6 15'ztl(» PERMIT OttoiCl homes r S CO'? iao t fie ta- de'd o r ko r ,��.�e K firs 'b.:/ k+m, W. * lima AUG 15 2005 T U KVV I LA PUBLIC WORKS Date: nuo-o r Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: P 7 i;i -n.) Project Address: �'� 25 sips (3 5' Ste" Contact Person: nA`etAk d- Summary of Revision: tt,, Plan Check/Permit Number: (3 ffj ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner "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 Phone Number: QS ? ?2L CL7o C' KtGtIED CITY OF TIIKWII A AUG () ( 2004 PERMIT CENTER 08/06/03 Yld : 4,i V �G%ai 1�.�..i'C �w..0 �•w.rwr.sratwwtiyw� rwww� Nw..w.Mre4+N#itMYlii1'yiiN, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 — / 0 q City of Tukwila Department of Community Development - 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Plan Check/PermitNumber : D03-370 ❑ Response to Incomplete Letter # • Response to Correction Letter # 111i_ ❑ Revision # after /before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: NUNAN RESIDENCE Project Address: 5323 South 139 Street Contact Person Dan Glace Summary of Revision: Permit Center fiU FD c N 0 3 7 004 0 mmu 026', Phone Number rP '%90 9 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 Sierra on 05/27/04 Revision submittals must be submitted in person at the Permit Center. Revisions ~Pill not be accepted through the mail, fax, etc. Date: y 7, D 1- Contact Person Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03-370 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after /before Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: NUNAN RESIDENCE Project Address: 5323 SOUTH 139 STREET Dan Glace Phone Number RECEIV CV TthKWI IA VI NI 0 7 2004 r ERMtT Gvt` fa,q N.s !`fR dC` ,6&e/1-) l// /So/, /N Ace e ©>r_pro toG6 A)(771 7 1 e& V/S /o S v 3M 2tce $1 ve-P 0/ - Z/ -04 /A1,=1G7' -- 2,3 b / - ee /2� pG.o GE �v , ' -BGo *Lc � 7 e',2125 0 Ci, v j oL S U2eS ..s /G-7 a nJ it1 ei 4/4) `• £n/'Tl f 5. c✓A7 c 07 A All J -GGt.- es 77 M 7' "fro '2 ro C 0. e'/ r / / At/ e.onfSv`, C — 770/1 -/ 7fo oA/ /v:f 6/ 77 g/� r t l i C G✓! 1 : , AID ? ' t ' /N GLVDE ' d A / 771 vs - Ale 0 . AJC A"AO A B L S ' x'S Set Lets / 21i Gee /726 Co�/T/ �o✓Ep /N 7 �� pia w� ,L/ a_ Sheet Number(s): Ne<-r eJ t) /i'4' Go/NJ.f i s 77A../ 'r z- /2114A ag" fir "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on J 1 r 02/24/04 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 — / 1_f - 04 Plan Check/Permit Number: 12-Response to Incomplete Letter # I El Response to Correction Letter # [l Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner e2_7 ' t? 532, S . r "‘-ct s Doi- 3.7.6 Project Name: Project Address: Contact Person: j7 t f �� Phone Number: 2 — ov 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: Entered in Permits Plus on H 08/06/03 CITY OF TUKWILA Permit Center ` 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 FFIDAVIT IN LIEU 0 CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING 6 in& . K‘A_Incon ss. , states as follows: H -4 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. In order to provide verification to the City of Tukwila of my compliance with this requirement, 1 hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 1 2 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. f 2�vti AFFCONT 1/13/00 UAB 44 s o is 11 _ , APPLICANT residing at Name as commissioned: My commission expires: eut Signed and sworn to before me this /s day of gt 41.4-- , 20 C c . NOTARY PUBLIC in and for the State of Washington, County. )6Fi 416/1M4 s /f -Q y 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the Li, sited States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the,activities herein regulated as an employee of:a„registered contractor with wages as his sole cotnpe 6dtiOh ' 16. Contractors on highway projects have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. rune ?vE' • •.4 A 0 Amilroisposeto NUNNA;I Pfs/DfNce r j o6 � � � dify429 51T:5323V 139 7tlXPV/«A, WA. FINISHED GROUND LINE - T O 1.+A!r•I 314" OR 1" PART:. 1 1ST: 1 • 1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1 - 1" OR 3/4" CORP STOP - BALL 1 - TAILPIECE WITH FEMALE IRON PIPE THREAD C.5 ct) w - fir• =-�•'. NIS I' "so L cfN ez ' ' fir -4 � /NS 7/r L L PEI oC Sh`eE*T ?4 ' I t*t t) c 5 1� 1/Y, 7L '' L I Afe--w TO z 4/4 " ¢s _ ~•mow ....�. � - - � rr� -% •r■ ,ter �` �' `- �► //V \s" r th e 6--'s 3 f; �aGn N S /S7` CO NC. 471er v«vA-Y . .see imi" 7: 4"lginvePlic't" ! r 74 L r_ 5/L T J aim w • T'rPF K COPPER (ro3 /NSTALL..`ren e5y c/TY Wit re/7 MC' 7 -- verA/z. N.7: S. _ellsorrY l '' _ 20 ( CQN TOU/?S ,..• .- x /S 7= cow7 6A /=7A/4.5 colvrawA • • - • • • . 4 • 1AE TER trMSIAlLEO By CU' • • • • . • r i 7 ,\i\ \, \ \�, � ' • •, 0 4 f P= • /TIP 7-40 4411111111P• V 1 t I\J `\ 'Q' f S7 1 rE K COPPER PIPF -r•;r - rt )L 1 E'MIME • To SER /ICE no, � 0 4e-Aircet, r r of 2 ZO cASe!►7ex/ T C 77 OA/ DIV Ve IVA N. T.S . sV.�4 T 'I NOT ES: 7o e 1. NO ME !ER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE 2 USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP S I OP AND SERVICE LINE 3. REFER TO SEC EION 7 3.1 PERMANENT WA 1 ER SERVICF 4 REFER TO SEC 1 ION 7.3.2 ME [ERS AND SERVICE r l3T n9AIC z9/T/ VE - >' /A/S T•4 L74 7 /0N AfcC - l� r II • ' _ __ .1111.11.1•1■ �? • 10v -400'-e up • I , PXPCP'OS'eV5)- �1 F itt/ft7'.� L Q k ~ • 1 •_ • • • • � •• X if554'41-'‘r fr C47-137 5" V 77 la 7y e ; ; i416 Qecrp<itld r�r.�tcc Cafe J O J' 05C - 1, /g' N 1. 5%/ Tom' / Jul PN f670400129 ;5323 %2 139 ST, , TUJC 1/1/ I Z.LA J \' W t�^f " `'•vnsr Serer es 'gip t^ +1 1 10 (Tv fl-.. - 1;? -. . DOK U/' W4 TCIe I . - - -- . - N P TO WAT�'R 135 r . ,iktie7r Air/ 1 _. IT l i i I r� f .— S : a cb t r 1 1 \ t:;c'::k jj i I i 1 ,,,______-:-..---- 1 1 ....,.......,, , .... ,--,,,,,, , „-___7_..-...r _ - - - - - - , ,../-7,-.., c.-_,.., j- A/Ore: OE' 7/ O1' S: S. /Jc1r o 7141vE4 1=Azw Y of TUX WELL/ LILT /8 L.at eir POSTeRARE" S.S. I-/ 7: 3 V4 . re--�l esr/ A r 5: ' :'U 7 ; NTS romoso'''' .511-N/ Y - 5 - PV Der /s .5Nr. /30 _ house / sr+ash / bbCk ,'50 7 740 !2a ZiOg6tokifrieM,77: SPCRS /ON MOMS: ES: e 4A 7 .`) r 1$ l: NC/l a O Q 1 _ . d r•' l STi 4�! L/'�'I 4 ".?4, r'LUGGED CLEAN OUT (TOTAL 90' REQUIRES CLEAN OW) LING SWEEP BEND rtl'GF CLEAN OUT (WV E) f f 4' PIPE 4 SE hER PE r30 f 1r' •i$ITY 't_-!v lE T PE P. t; JY ll c1 E v+ uiG 5 I– 6' cE :•S" t''rE SEPTIC AT S„aC0[E A- EtijSTw; PROPER' if LINE • SOIL PPE ADAPTER ADDRESS z .:E R •a411P4 1Y vo re I. P1A->r P1 ! 5 1s T Lt/ r - e• 1S 50 1 . l�?f . Z i 1 /A15 rt4 STREET ,SC Z. s III r S/IN/ Y SIDE SEWER ,/�SlDeYHr /rfG ( CORRECTION CW CLlL�,f! 2urg 1 t ; 4.0 Ca -' 'h' / L 33 L� ��JST�L L 431 ye �i.=F" F• vc /Ewe pi , '4 iv/ I 1 ' >' r , t Oe'l 4' CITY R.W to* N 1 PiA T ERIN_ S AHD II IS T ALLA T TOl1 PER SECTIONS 8 4 1 AND 8 4 2 2 DFCCUPASSION SEPIK' TANK PER SECTICIN 8 3 AND KING COUNTY I►*ALTH DEPAR WENT 3 WA TER ANC? SEINER LINE SF_PARA T ION tOr' HORIZONTALLY IF WATER NC SEVVER LAS CROSS. SEWER SHALL BE AT LEAST t8" BELOW TIE WATER UNE •o i REVISION NO. .......g. ,, ki_ s. 1, , ,,,,, , , iii_.:,_ et tZ tr) � I k 44 ` e h w -,, ______i tk. I " Q f it, , ki ss. K 1 I- 4\1 1 - r % I ki 4",NST4LL33 ,p vrf :v -..p. RAISE -1.2 MICE BORDER ttcyTie i" 20 1.114' 10' 9' s -3.4' r At ViitiToMi.t411 IL rogre ir piksr 7- 314' e 3 5 .N4 CAST IRON RING AND COVER LABELED C.O i 27 ' 4 f SAW/TA SEWER CC en%Ir oar rs) PEIrM/T Ns D03 -370 27 eXiS 7. S ,•N'TA- 12 - DMA FIBRE )OKiT PACKING I , S v c -1- 2' JEW, 4 45' BErio —� 4 4/ RECEIVED CITY OF ALA AUG 2 PERMIT CENTER sane sE Iv ` �� � r /50 1¢5 /40 /35 430 }' Se.WeAl FINISHIRP DE 57o \ \ ' PLUG 4 31.1• CLUJ ••••- --•• -• • • -- ••-•.. _ - - ••=4-- •••' - - - •• •.•••-_. ••••• -•• • - a •p •■•-•- -••••- swr -.- --s • -- -- • -- .. - 1 •44••-- • -- . ••••• ••••• - - --- .ter ••• • * 2w4; PLAijsLY' 3 T -0 MI XMJX.A;45/7'T 2 OP' 2 ••• •••••... ar•• .-.`- - ••• e e7 Z S i i • • I CJJ k MP C 1 C> ries v • P • 3' a i 1 .r • 1 I 1 1' • i . 1., 1 1 , .1 `, 1.1 1 �, .�•, .�. 1 . 1 • 1 1 . • • • 1 . 1 . 1 . , 1 1 . ', 11,1 .1 1 .1 1 ,1 .1 i 11 • • . 11 . 1111, 0. 1.1 0. 1 111.1 1 • . .. • 1 1• r 1 1 1 •. 1 1.1 1• • 7 11.1.1.1.1 I • View Elevations & Perspectives •4 4 ft< IA Z coO p 8 T. CL. ris 5. ,o ff 3 { p • 3 a i A � ri %< o ' • r 1.11 .11 • 1 r" •. . 1 1 , 1 . , 1 1 • r1• 1 . 1, 1 1 1 r., ., 1. • ..L. / r , . •, • r i 1,,11 • , (;:.111.111.. I ,. / S a Gni .J -_- e� Q a hhil PP II 4 II i t l i r� f; I l :' I 11 I /' --• • 1 1 • V l r I i L •.\ .�T •'\ ! Peter Nunnen 5323 1/2 5 139th Tukwila, WA 98168 206.244.4660 206.248.2870 Parcel - 1670400129 t . ; ... . I . •\ . • _ • '1. i / • f I . • r , • ti I 253.926.6330 } • Incorporated 2003 Ravens Ridge R aIi Homes I These plans are eye unpublished hed work of Reality Homes Inc. end May only be used by the Client whose mow and address appears within the tlitiebiock of this Pion set. for the constnaction of one project oily. Thus glens _ protected under aevrrioht km and shell not be copied. modified or distributed without engrossed write aernaaalea of Reality farmed Wall Line • 0 1 ,1 • 1630 , 1 5"X60" 18 " 60 " 1 .1 , 4036 , 48 "X42" . 48 " . 42 " 1 1 ,5040 ,60"X48" . 64 " 48 " 1 1 ; 50610 60X82" 60 " _ 82 " 4 60X82 1 . 1 , 7050 ,84"X60" .84 " 60 " .84X60 2 .1 ,1350 ,1 5"X60" ,15 " .60 " ; 15X60 1 .1 , 4050 a 48 "X60" , 48 " .60 " , 48X60 1 ,1 : 2030 i 24"X36" . 24 " .36 " ',24X36 Windows in habitable rooms to include integral fresh air vents N get N r WINDOW SCHEDULE Are FLOOR SIZE _., WIDTH HEIGHT R/0 - DESCRIPTION • } Arched Entry 3'2 3/16 • 3'7 1/8 4' • . EXH FAN VTO 2'8 - 1'6 4' 4036 HS 4X8 DF #2 DINING 6x19OF#2 4050 PIC - -- 13'6 -- ,18X60 ! FIXED GLASS ,48X42 , RIGHT SLID/N6 60X48 , RIGHT SLIDING - -~ EXT . SLIDER-GLASS ,RIGHT SLIDING SINGLE HUG : FIXED GLASS , SINGLE HUNS 1 D3 5 KITCHEN 22'111/2 - NO •0 - 22'11 1/2 - -- -. - - 6124_X___ 3'2 . 4X8 t F #2 8 DF #2 ! : 4X8 DF _ 4X8 DF #2 i : 1868 �.� 12'91 •j / 9 2 668 I_ 1 24 '' 3'11 1/11" ' ! PANTRY STORAGE p4 N 5 il L -2'19 J type x Sr T crawl access under stairs - 5'2 - 1'6 2'8 - 5 ' 36" 4lI N LANDING 3'2 `4X6 POST 50610 560 6X10 DF #2 { 6'6 _�_ _ _Dom scHEDU,E _ - -- ,Qr1 FL .... OOR SIZE DIMENSIONS . WIDTH . HEIGHT .R/0 -- -- DESDESCRIPTION . ION HINGE - -. 1 , 1 , 16070 192X84" 192 " 84 " .192X84 , GARAGE 4- PANEL. 1 1 ,1 ,1868 , 20xe0X 1 3/8" 20 " j 80 " ,20x00 : K 1 1 , 2468 28Xb0X 1 3/8" 28 " , 00 " , 28X190 D j I. I 1 , 2668 30XbOX 1 3/8" 30 " _ ; SO " , 30X80 HINGED . 1 1 , 2868 , 32X80X1 3/8" 32 " , SO " , 32x190 _ ; EXT. HINGED 1 . 1 2868 32X80X 1 3/5" 32 " ; 90 " .32X80 _ KENGE0 1 _ 1 .3068 ; 36X80X 1 3/4" 36 " 3 SO " , 36X190 EXT. 6-PANEL 1 1 ..1 .4068 24X190" ; 24 " ISO " .48X130 , BIFOLD - 3'2 ENTRY Scale 1/4" = 1' 40' 40' 1st FLOOR PLAN SCALE 1/4' =1' 1033 SF ■fr 8'8 EXH FAN VTO POWDER 4X8 DF #2 H 2868 ft — , 2868 , ' STEEL W/ SELF 'HINGES 26'3 3/8 4X12 OF #2 16 X I OI - - 16' -20' - ; ' 7' 7040 H5 6X10 DF #2 FAMILY EXH FAN VTO UTILITY O► W J _� j 5 1/8 X 16 1/2 6111 i , l 1 PILOT LIGHTS, ELEMENTS OR SWITCHES it ABOVE FLOOR - r 7 CEILING 6ARAG ti �� b �y ( 0 ,T "ecilek;e r 0 0 ` TYPE"X" ewe 2 LAVERS e 4'6 D3 5 5 2' L5fNOs t .O N 0 4 s D3 5 N N .-' 4 Framing Notes: Braced Wall line - Engineered Wall Lena Roof Tresses she be Pre-Ensiessered/Pre-Mernifechres Woad Tresses sewed et 24' cc_ Flat mains tresses over entire IMO with the snas/ti.e of Scissor Tress over LM.g wed Dieing eases. Nate Lime of soffit en Floor Mee. Instal " iresae' H2.1 of H1 et sack aid of emery tress. A/ dips shell be fib e■i.d with 'N10' ants per air_ ab.cti.e. Al Tresses shat be installed and braced sceardeme to the AAsrarfectw■a -'s iiistrectises. Design calsaletions shat be het with the w■iiq Permit ewd she be —.die remit ou irbie to the Rei ime Insepocter et the ties of q.cti. AS hermit documents shell be Met w • nestariersof eslcias.e for the g apeced at or • c .. each Giie End_ At V4M atiw shall be w accerdance to Ssctiee 1505 - 3 of the 1997 UIC Edam embed it to ese of centimus Ades Vest rCsns -veer) En cimeim raisin of vessietseii Our s. f . = 1/150. or 1 s f of whir ess pr 150 s f of Attic Spice Must Sheee1wM Wile ski be at •d a 6" • c Panel Edges .rid :it •c ! beeeresellalies. Slissafitsiss MAN she be eit M • 4" cc %n al Um .r 32 • c ! Ileterinediages. U.N.O ('See Peed Dales for MI Maim sand beer Neediers elr Exterior Wags sboll be 6111 opa U_N.O Ai Mreiiis ! Asst Teas gs.sd le the .whir slie be 'O N N BEDROOM 3 in :sh .O '0 D3 5 rre i D3 15 t • I • 11 i 4068 BIfold 11'8 5040 H5 -1'10 1/2 'r - 5'1 5/8 - - t - 5' V., - —A 2668 w : H ca �Jl 2668 i -ir i 1 - -_ m Pas In ev Y AASET 3'2 - 2'9 2'8 �: It 1 . -_ 2'4 Pas ;► CLOSET •O 3'6 2468 •• i ! BATH EXH FAN VTO 1 c > D3 5 r s' TUB SHOWER CVra0 •2668 1 Del Bedroom 4 3'2 1/8 2830 PIC 40' 5 ' 5040 HS — 12' - rao 69/16 " __ 5'3 7/16 - - -� . 40' -- 7- 2nd FLOOR PLAN SCALE 1/4 " =1' 970 SF • 3'6 D3 5 MASTER BATH - -.. 2' 11 15/16 EXH FAN VTO Nt v. I 1 I It I t� - 1 8'6 1 2468 -- 11'6 ` - DCTeli3OR MASTER BDRM 6. D STALL I -JCDST PER MAINUF _ SPECS_ This Plan Set Licensed for ONE time use ONLY! - 3'3 5. CONSTINUCTION TO CONFORM TO CURENTU.S.0 INDICATES SHEAR OR BRACED PAL).. WALL SEE NOTES SHEET 5 NOTES 1 . ALL. HEADERS 6X8 O #2 11.N.O. 1ST FLOOR 2110 ROOK 2x6 SPF $2 TOTAL LIVING 3. INTOR WALLS 2x4 SPF GARAGE *2 PORCH 4 TERIAINATE ALL VENTS TO TOTAL AKA 2. EXTERIOR I WARD WALLS 12' 5636 HS GLAZING WALK Pas IN CLOSET 1 2468 .- 4'8 9/16 5'6 p 4 'i • } 5 ' 6 _ -- -- 3 ' 3 �. 12.9' 1053 SF 970 SF 2033 SF 430 SF 19.5 SF 2463 SF 263 SF VI 'O N Braced well line Engineered Wall line G E COMPLIA APPRO AUG 2 2004 gUI ity T uow; la DIN G SIQN - -- - - --- flatevED &=;€ 3E CI co N co ad ♦" � N • " gn CO �O ; '4CN ?N arft vm e in 4. tv) � NY� L. N a. O (Si 6/30/2004 " mal P6. 2003 Page 2 .of gre 1 N Ire 6 MIL BLACK POLY VAPOR BARRIER - 2'8 1'6 • 1: s. :1 11 11 • 2X4 PONY WALL ON 16X8 CONCRETE FOOTIN6 .. 5'2 - ' 1'6 2'8 1 it 1; i' 22X30 I CRAWL ! I ACCESS 6'6 -- ; 1 1 40' 1 i; Foundation Notes: DI 5 --- FOUNDATION PLAN SCALE 1/4 " =1' 1; HANS JOIST FROM FOUNDATION W /SIAIIPSON ITT29.5 1'10 1/2 Lose ?or I -Joist is for 9 -1.7" 1cI 400" spocad at 19.r o_c. Use blehebic I - Jost at d Is earner Mr ants If "Howe Joist" Finer System is need. sae 'Swuee" ITT20 5 io seers at es • of .edh I- Joust. If Web' I - J.ust, use 'Smnplsea' ITT29 5 -2 See t iains S+ctie s end betels Skeet worn this set for - ems red coots for Fmeedeliew wed lira to Foodenee Wit~ Seek 5.mhrr Pewter Fou denwh that .rl sr.orrt • 2asb Frame Slid t t h i - coast of • 112 6' Abe Coossoms Csic ate Forney •� (1) i4 aeA..eee Ebbw O.ries ee Wes shwa be 24' ... Greer burs far be 24 a inch log. Tie el hers sorb/ ono warns ties. (2 sew par splice Two Slur. Peeroreter Fora Ire• test wi whew rt . bib Freese Swig Well saheb maw of • 16': r iw Cessions Carsele Femme w/ (2) 04 cerh>imers Asher OrerbtNhee bens she is 24' ere Career bars ski be 24' ! ewes lisp Ts di bars seer!~ ask we toes m _per epics '. a Fardes a ♦het we newer* • swage sees 2504 Framed Sues VW she come of • in, 6' So C. omen s Cscnea. e f....te all al 04 eaeu.wmes Ambler Oorbospse toes she be rs- wow Carr fibers she be 24' ! wale leg The ell burs soar* arse we Hoene. (2) ma per * donee r'eradesees tear ee.li sewler s . Top Seers ?ad Framed Seed woe shaft canoes of • 16'er r Cwu.r _ Co ass F....../ Se asrrhrns Ameer On■rbonme burs sear bm 24' vase Carver burs sent be 24' • pad• Imp — . .6 burs sear* sob awe wars (r. was per obis FwWuee era.. Omits ter a Sauk Seery Bess Mae shell ammo reef . 2e4' TWA : 6 1Pule sows Well hw/ (1) all cmwuweee Amer Ozork#am bore ONO be 21r r■ Caner beers skill be 24' ! moth lop re ell heels seas* slab wee sees. (T, or per vice rwesol■nwe Sens Walk tar • Tae Sear* Bwrhwes Vas she amuse of • ter rr • r ♦Murk sem yew ell' a) all oee.h.ees lrir a.reesoer bras slant ble rr sea Cow bees ear Ire 2!r ! meth log re ell infers _Aar, ewer ewe Sou (Z) was per oboe ell C1 inane. c_ '.,.see Fwms 4 Eserrsr 8ounno fienk that ,BCI 9 1/2 400 19.2" OC _ coNTD4OUS 18'8 16'3 GARAGE 4' CONCRETE SLAB 1 1 • !II I 1 i; 4 _ 1'10 1/2 D1 5 1 LIVI iC .4 .. 0111 D3 4 5 Enrage Notes 0 • • 4' 5'i 5/$ 40;8 Blfold !� • 5 2'9 -- il 1 k I° _ f 11'8 5 ' _- 5040 H5 BEDROOM 3 Ie I ; so 1 1 11 I •,1 I • ! Nod Sheathing to Joist w I; 8de4" o.c. 'Moil Joist tr top i i Plate « 16d e 3 1/2" o.c. sack { side of web. 5636 HS 5'6 - — 11' 11 Garage walls, columns, and ceilings adjacent to or under dwelling areas shall have materials approved for 1 Hour fire resistive construction.. Air ducts passing through one-how fire resistive construction shall be a minimum of 26-gouge steel. All electrical switch plates and box covers in the garage shall be metal and lights with boxes behind them shall not be Alll piping passing through one -hour fire resistive construction shall be metal. 1 11 1 1 I Aire ducts and or Piping sumorted by structural members that are required to be fine protected shall be installed after the sheetrock has been applied. Ousts and or Piping may be endorsed within a soffit that has the same degree of fire protection required for the structural members that it attaches to. Framing members for the soffit shall not waxed 16" loll center. 'anew p howitons eionN haw es .rii.f mesh. Amino 1• it 2'8 jl cm !! � 1° 1 l , ' 2'9 2 9/16" 2'4 1 r r _ Q i I ! � i P6s ;r ,H 1 i I 1 , 'i 1 . • 2668 - -- -- 2668 .1r --_ 2 3'6 D3 LI 5 it BATH t DM FAN VTO 5' TUB SOWER COSSO - 5'37/16 - 3'2 1/8 -- r 4 4 ___= 3 ril Ir e / 2830 PTC � 1 we , ' 6 9/16" 2'8 VIP 1! - 40' 12' 5 5040 H5 ' I , 1 1 11 !, !1 ! � 1 1 1 SCALE 1/4'_1 970 5F l -- 11'6 40' 2nd FLOOR PLAN 03 5 11 3'6 Smear well a 3/8" shu#a ug. Block all peed edges 6 Neil with 8d a 6" o.c. at peed edges and a 12' o.c. e interahediote supports 1 I 1 ]I MASTER BATH l — 2•11 15/161 1 8'6 1i 11 • 1 WVTO i r : I I 11 i ii f1 - - - -- - '!Broca Iles Bakes i MASTER BORM I 1 INbICATES SHEAR OR BRACED PANE. WALL SEE NOTES SHEET 5 2X6 SOLE PLATE ' SIMPSMd ITT29.5 3/4 T1 PLYWOOD SUBFLOOR GLUED a NAILED This Piori Set Licensed for ONE time use ONLY! 1 I I 1 1 ii �i Provide Solid TJI Blocking _between Joist. Neil Sheathing to Blk'g rr/ 8d a 6' o.c. 6 TJ'I BIk'g to top plate w 16d 16" o.c. staggered 1' I 1 i ' Eeglateened Wei LMee below - 5636 HS 3.3 - -- -5.6 - -- 12' 91/2 BCI FLOOR JOISTS i 1. 1 Plus j1 • It WALK 'P IN 11; CLOSET Ii 'I I ] 2468 . t; 4'8 9/16 ii it 1I 1 ! 5'6 1 • D3 5 1 1 1 1 1i 3 . 3 le .4 3 -,5 1 :. gre v0► N REVIEWED FOR 1 CODE COMPLIANCE AP PROVED � 2 AUG 1 2 2Q 4 C, 1 Of TUKWrIB I 0L/ILDING prosioN .It. Fnd WcdI For Flung Floor 3oists - Braced wall km Engineered Wall line 2 -2X6 TOP PLATE R -21 BATT INSULATION 7/16 SHEATKING,HOUSE WRAP a SIDING OR 7/16 LP PAIL SIDING 2X6 a 16" O.C. STUD WALL 2X6 PT MUDSILL 1/2 A BOLTS 3' o.c_ & 2x2x3/16" Pkite Washer ea EA A.B. - 8" x 24" FOUNDATION WALL RERAR 2 HORIZ_ 16" O.C. VERTIC. orrvo ia,is N44 PEnic e CIO 1 t 1 ! gP.1i? Piillilliii 0 co co co Ime of) CO3 ,c; 0.4( N 0 .52 ..2c • cv) 0 o U. "EP L. 0 .%) 0 w EL. 6/30/2004 °Masa Pie 2003 Page 3st 1 Tti L . O . • • • 4 i • t , mai H� r � alwo a 0 O Z m 3 4,1 ri- `‹ c �o O Z I fi [Wig F :Li (if 7..! pr I , a fiff 1 "i •1 n T C) 0 7, r9 r 1 C ,-.. ) , 't c. > C i i t .' (.' Ni •1 7 "' ! --4' c.. 0 • it 9, C i i 1,-4. ,A C: ,-- h' \ • � I � VIEW Roof Framing & 2 Roof Drain PIanH N Q' Oft a N Cr. • 1.. N 1 ` ::rsr 1.111, 7 --'. :- , . • • i♦ - 1 - r 1 ' — ' ... r ' 1. 1 ,I. ._ 1 ' . - TR -20 . - -22 N T23' 4'R -24 = . w TR-28 � os TR - 2$' I _ TR -11 -- r+ N TR -12 . • r • • 1_x r I t! t!`� »_. .r- 1'11 • • •_- { 6 J , • i.\ . . 1 11'7 1/16 s — • • Peter Nunnen 5323 1/2 5 139th Tukwila, WA 98168 206.244.4560 206.248.2870 Parcel - 1670400129 15' w N N CO , • W N • p- - TR -30 i 1 I 3'1 7/16 i� r -J TR -9 0 n TR-9 - -- 26 2'4 _ __._. _ . .. __ - 12' 15/16 3' 15/16 . _ 5' ... _ - -TR - 2 - -- TR -3- L o TR -4 -- 1 • JL_ LINEN KY 4'11 13/16 -9 L TR -17 ____ _ - - -_: • - _: 6.: 0 .4 P 2003 p , 0 I -- 11' 5'2 3/4 ._ 253.926.6330 4' • 1, N ao w a'a 13 .! " N w a► Ravens Ridge Reality Homes Incorporated • a 0' v 0 ' O C f (#1 These pions are ao unPubilated work of Reality Moms Inc. end may only be used by tits Client whose name end address amours within tits titlsblsck of this Plen Set. for the construction of one Proioct only. These plans are Protected under ceorrioht law end shall not be copied. modified or distributed without expressed tori+taw nermiolioo of aic,iity Exterior Finish Notes: Front Building Face - 6" Lap Siding by "James Hardie" Corporation. Sides and Rear Building Faces - SMART PANEL or "James Hardie" Corp. Fascia - 5/4 x 6 Pre-primed "White Wood" Corner Boards - 1" x 4" Pre-Primed "White Wood". Window Trim - 1" x 4" Pre-Primed 'White Wood". Windows - White Vinyl Thermopane sized per plan. Gutters do Downspouts - "Kline" Continous Metal. Gable Vents - Pre - manufactured 14" x 24" Wood. Hardie Siding 1, . CO���s'tc C 7CrrNv • OBE STS @ EA EvC CONTINUOS HEADER EXTEND TO ROTH Ei4)5 7/16" RUN SHEATHING TO ONE SIDE WISD PMDS3'OC 2 ROV/5 2 SAMPSON -41:■44022 - .OPS. �.� &VC. . +S BEAR = ot A E GARAGE LATERAL RESTRAINT PANEL. DETAIL r sot I11Dimm MAN L Y46114 c. &NUE POUR CORNER I.IISTALLATIp1J Pre = Manufactured Trusses DisTaxa FOCA EINE CE STIM► TO b-i ONE X4 MBAR IN .SHEAR CONE I r ILDWIUMUIR BAR 1,8GTH COMM SNOW* am, WAND BCI IJoist j ! BCI 400 I -Joist 1/2" a.b. W/7" IMBEDMENT 2 AT 1/3 POINTS FOR SINGLE STORY 3 AT 1/5 POINTS FOR TWO STORY #4 Re -Bar (1 tap a 1 ) MIN . 3 /8""APA RATED SHEATHING 1 SIDE SINGLE STORY, BOTH SIDES 2 STORY. 8b NAILS 6" OC EDGES 12" OC FIELD DBL STUD EA. ENb OF PANEL BLOCK ALL PANEL. EDGES SIMPSON ST14»4 2 2X PLATES FASTEN 5NEATHINI6 TO EACH h,. I 4i . 2'8 , �.. • 3/4 T&G SUBFLOOR General Notes: -r I• 't • b 2'8" BP DETAIL • R -30 INSULATION 11 -7 /r "9CI 400" I- JOISTS a 19.2" O.C. In 2" R -10 INSULATION P. 14" CONCRETE SLAB COMPACTED FILL Attatch to Framing above per MC Table 2311 -B -1 All construction to conform to the 1997 Uniform Building Code CONCRETE: Compressive strength shall be a min. 2,500 p.s.i. at 28 days. Minimum 51/2 sack mix REINFORCING STEEL: All steel shall be A-615, grade 40. SMOKE DETECTORS: "Shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. Required detectors shall received their primary power from the building wiring and shall be equipped with battery backup. Detectors shall be interconnected to provide audibility in all areas." PRE-ENGINEERED / PRE- MANUFACTUREb ROOF TRUSSES a 24" O.C. 5 , 6 S1 51 - 5 /4 x 6 BARGE 2X6 STUDS 3/8 MIN. SHEATHING - - R -21 INSULATION ,_3 4 - S1 Si .51 2 -Story WaD Section @ Garage 1!r APPS - - R-31 INSULATION 11 - 7ir -ea 400' I -JOISTS e 16 0 C 3/4 TRi 31JRFL,OOR WIND: BASIC WIND SPEED EXPOSURE CATEGORY METHOD II PROJECTED AREA METHOD SEISMIC ZONE 3 DESIGN BASE SHEAR FACTOR LIVE LOADS: FLOOR WADS ROOF SNOW LOAD LIT Ara - R -21 CATION 1/2* Ara (rig ) 9- Ur ICI 401' I - JGCSrS ! 19 Oc 9J4• SUD- Rt40R • t; I ; r craps 1r a cu EEnrrEEN I woos MUM* AND F ~MOM NAME MADE Typical 2 -Story Wall Section • 1 r STRUCTURAL NOTES REFERENCE: 1997 U.B.C. PRE- / - -PRE-MANUFACTURED ROOF 111.$56ES a 24' 0 C. sails - "RIM IMOD` PRE -AI S S RAFTED CC { 51 51 ZX6 STUDS ! 6 - - O C- (TYPICAL u. N_o -) 3/11 AIN. SWAT/ONG - R- 21 ZNSU ATION . 3 4 $1 S1 PO, IN CIaY w_ SEE COMM WAIL AND FAUNOATSt3K COWL 111415 SHEET SLOPE FIN GRADE 2i AWAY MOB. 9ua.cDIc S Continuous Ridge Vent { n Lt BEAMS & HEADERS TO BE DOUGLAS FIR #2 & BTR UNLESS NOTED OTHERWISE FRAMING WMBER TO BE SPF #2 4 BETTER 80 MPH B V =0.143 W 50 PSF 25 PSF BUILDING : C This Plan Set Licensed for ONE tittle use ONLY! 1/2X8 JBOLTS 67 O.C. W/ NUTS & WASHERS MAX it FROM SILL PLATE srzC3 r :r: 3/•1S• Nola Mawr 12X6 CONCRETE . 4' 0" Alia � 2X12 STAIRJACK 2X4 STRON68AGK • 3/•_ Miw- APA NOW bawler StuodlO o se side of oil section fostooed pith Old owls e s' ..c. far mod aims aid i2' ..c w the f wid. 91w& AN Pmoi Edam No atiors ropOnad. web b3 4 OP E*i.r+ior Wen : I i N -I- 2X4 STUDS i ./16sls•.c lid • T • c wars. Slociongibm 1/2• A i ! 6' Cr • c owls *don atlas.._ ceded farad T alit MAX 8" RISE MIN 9 1/2 RUN Attack Frani, Above to - Ae% per (*C Tile 23- II -ff-1 - - - - NOTE: DOUIELE TOP PLATES_ OFFSET ALL JOINTS AILDWALIM 4' 1: -- 1X8 RISER i, ! f I► ; 1 1/8 X 11 1/2058 STEP 1? fss*.eed to ate ails of wi . Hsi t ..c. art. Dahl. .lists aodar N.iai wig. Sid �eclis� sodwr Aorpomikokr Weis_ bails Joists osier Persil Wig. Sari/ T. - I • s awir Porpoolhadar wig Amber Aio to Tap notsi i I. BP (Braced Lateral Restraint Panel) Panel OttaiS i f . a BP Interior 'M ai 4 TOP PLATE Align studs with I -Joists PONY WALL DETAIL @ FOUNbATION STAIR RISER DETAIL *Provide handrail 34" -36" above tread amino. Grasp dimans on to be 1 1/4' - Teriaiwate at nerd post or safety termini. Where used as a guardrail, nox opening of 4'. .1 NIP rwr: 3/I V Soo iwi■r 1 r. ,, • 41 2X4 TREATED SILL PLATE cc AsaertA 5 Pogo Orwpri ~ 2003 ON N r L U a H H 0 s ea N E, 4= +- V > d CO t) 6/30/2004 I, 1 - 1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1 -1" OR 314" CORP STOP - BALL 1 - TAILPIECE WITH FEMALE IRON PIPE THREAD NOTES: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/S" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO SECTION 7.3.1 PERMANENT WATER SERVICE. 4. REFER TO SECTION 7.3.2 METERS AND SERVICE. - ■ — - �. t.i' � T v- � � .rte ,WR /1VE-W4 )' - a . N peP71/ OF 5:s. 4/AI 015TA/NE•D .tROJV C!T Y Of TlJK1NlLLA Lib /8 LOWED POSTeRA� S.S. 40041 �/ G .�a1v Y � R � Th+. D JVS .. . L ¢ "¢ ■evitt€ 4 )12! ve /stye . Imm■I ON N UMEMII• • ■•=.■•••••■■MMENI=4.0. 11 . 11M ., I f .� -,r- --••.- tee- - r _= dAY 7, Z4 DYPA L TiS 7".. -- ..e 6 e 6i4.1\ • • -4 ••• -••••• •■• ■•■•■•■■■••,...;" • •••• GENERAL 2. At least one week before beginning construction, .contact Public Works Utilities Inspect:1(Am! schedule a preconstruction meeting. 3. Notify the Utilities Inspector at 206433-0179 at least 48 hours before starting project site work. 4. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 5. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 6. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila infrastructure Design and Construction Standank available at the job site. 7. MI work shall conform to these approved drawings. Any changes from the approved plans require pre-approval from the owner, the engineer, and the City of Tukwila. 8. Ali methods and materials shall meet City of Tukwila infrasbucture Resign and Construction Standards, unless otherwise approved by the Public Works Director. Contractor shall maintain a current set of record drawings on-site. - -- 9. ■•••■•.. 9. 10. Contractor shall provide record drawings prior to project final approval. 11. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 12. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 13. The Contractor shall replace, or relocate all signs damaged or removed due to construction. RADING AND EROSION CONTROLNOTES . 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. ikkgranginainsmixcogilictimighfitifs, establish the clearing Iimib and install • construction entrance. . . 3. Before any ground disturbance Qccurs all downstream erasion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, induding all perimeter controls, shall remain in place until final site construction is completed and permanent Stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover • measures to protect disturbed areas that will remain unworked for seven days or more. 6: From October 1 through Apr 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if umvorked for more than 12 hours. _ • Stockpile, on site, enough cover materials to cover all disturbed areas. . . 7; . By October 8, seed all areas that will remain urnvorked during the wet season • (October 1 through April 30). Mulch all seeded areas. • BUliQU 1. All trench eccavation operations shall meet or exceed all applicable shoring laws for blches. All trench safety systems shall meet WISHA requirements. 2.. - Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights-of-way or easements after -• aspirate Paving- •■•■•• .INAULlialfaillarAM 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.06.140 ▪ 2. Orison barricades, sips, warning lights, and satiety devices sufficient to nodfy public of obstruction or traffic hazard. Devices must remain until the obstructior is cleared and the right-of-way is restored. TMC 11.08.170.A. '3. Maintain access to fi ve stations, fire hydrarts, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access k property adjoining excavation or site work. 5. Preserve arid protect all property adjoining excavation or site work. 6. Restore cfisturbance to private and public property. TMC 11.08.220.0 7. Disturbance of survey monuments and markers requites the Dire:toes preapproval. A Ikensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and no pollution. TMC 11.06210 Install temporary sidewalk or curb ramp if permanent is blocked. INC 11.08.220 Cover open excavation with non-skid steel plates rampecho ekvation of contiguous right of way =face. TMC 11.06.220 - Saxe allssodcpik material shall be stored in a safe manner toprotect the public. ■••■••■•■■• • . • 1 • • • • WATELJUIPPLY NOJES 6 ~Ow 617/V r•OldWalt 710 NOadte Seddloweile ' 840 deueAf GI:WC. OA' "We ) fAISIDILIESEMIMI 1. Compact badcfill to compaction of undisturbed ground or compact badcfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfadn& or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather,: • Provide a temporary patch. . • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. SQ1KIMMINAGENQIES Al! methods and materials shall meet City of Tukwila infrastructure Design and • Construction Standards, and the current King County Surface Watei Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with 'Dump No Waste' and either °Drains to Streams', "Drains to Wetlands', or 'Drains to Groundwater', as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lob created by subdivision must provide downspout infiltration shown on the approved plans. 5. Coordinate final.stub-out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub-out location with a 5-foot 2"x4" stake, buried 4-feet and labeled °storm' or °drain°. SANEEAKUEWEILMIE 1. All methods and materials shall meet City of TukWila infrastructure Design and Construction Standards, unless otherwise approved. • 2. The Contractor shall mark the end of the sewer, inside the property line, with a 4 foot pressure treated 2 x 4, buried in the grognd 4 feet. The buried end shall have a 2 x 4 deal nailed to it to prevent withdrawal of the stake. The exposed 1400t shall be painted traffic yellow and the depth to the side sewer or 'tee shall be indicated in black paint. 1. Install sanitary sewer lines at least 10 feet hoizontallyaneasured edge to edge from • any existing or proposed water supply and at least 18 inches below the bottoni of a water line. 2. The Contractor shall install axporate stops vrakar service lines, and meters. The City • • of Tukwila will install the meters. 3. Presume test all water mains and appurtenances. 4. 'Flush and disinfect new, deaned, or repaired water mains. 5. hstail restrained joints al all bends, tees, and her direction changes. - Ail weer mains shall have a blow-off assembly at low point and an air vacuum relief valve at high point of main. 7. Install five hydrant assembly so it stands plumb and so that the lowest oudet is at 18' we the finished grade. The assembly shaN have a dear zone around hydrant of at least 36' and the pumper port shall face street or fire access. • • S. The instaNer of a fire line baddlow prevention device installed outside the building . and underground, shall have a Level 10 cerdficate of competency or a Level Lr conractor's certificate of competency. If the installer is afferent than the badcflow ptevention designer, then the installer must stainp, sign, and date the plans, in adcfition to the designees stamp, signature, and date. water mains crossing sewer lines so that the bottom of the water inain is at least 111 'inches above the top of the sewer. Locate full section of vrater pipe so that its midpoint' is above the sewer pipe at the aossing. This installad'on may require special structural support for the water and sewer pipe. 10. Install water supply_lines at least 10 feet horizontally, ni edge to edge, from existimor proposed sewer and at least 18 inches aboveihe top of a sewer. - NP• M Plor ArAte v • • • Dote: CATCW *IN w/rAf 411NAre .5%7419041 WAtal 0 • -•- • .m0 ••■•••■ rior.orwr NOTES: --...•••••••.-r••■■• ••••••••••■••• EXISTING STRUCTURAL seam* SACICFILL Final cPt1 a is subject to field inspection by the Public 'Worts utilities inspector. BY: • . - orm• an. •=0111111■■ PIPE WOOING PER WSOOT WO& IS % COMPACTION PIPE AS SPECIFIED ON PLM OR SPEC& 1Thece_ rafls bavc loceer-n-vc=_111c ritN11:: \Vc%rizs Derartiner.tle■-_s_.--snf.arn_rzt with currtnt star.a72c. ccep tar. ce slimbiect to errors and oriscions wl do not aiitbc.Nrize viclation of ndorted standards or ordinances. The respcnsibility for the adeq'ay of t..e design rests totall wiIh the ci&gner. Adiiticns, deletIons or rviions lc these drawings after this e.ate will void this accepte and will require a rts4bmitta1 of revised drawings for sObsequent approvaL •1•••••••••• or. • qr. • PROVIOE NEAT. STRAIGHT UN WHERE MATCHING EXISTING PAVEMENT, TACK *NO SEAL EDGES 1 1 ilitairAftr. D. V RIGID PIPE . • (0.I., CONC.) . . • Valsr4770IleAd P° adre spas awmotele.s.eagba st.",••• rw..mtp caome.e, perowys, ae e. 1.5 X I.D. 2C Mk FikiiBLEPIPE (CPEP, CMP, PVC) w • • Air..14.3 • 4S* • s • , - /ILO voil rleavv • ASK OR MATCH COSTING. VIHICHEVER IS GREATER.. COMPAC'TEO THICKNESS ASPHALT CONCRETE *vein. [ CLASS V 24• MIN. OEPTH FOR WATER UNES 1. IN PAVED AREAS NC RIGHTS-OF-WAY, 13ACKFILL WITH MINUS CRUSHED ROO( TOP -- COURSE, COMPACTED IN MAXIMUM r UFTS, TO 90 % MODIFIED PROCTOR PER ASTM D-1557. ' 2. IN UNPAVED AREAS BACICFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12• LIFTS TO 90% PER ASTM D-1557. . • 3. NATIVE BACKFILL MATERIAL. AT UNPAVED AREAS SHALL. NOT HAVE PARTICLE SIZE GREATER THAN? WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE IV CRUSHED ROCK BEDDING TO 90 % MODIFED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). • nee CH teristsai. me) ELEVATION A/ XS 25t 5: DOUGLAS PR .STAKE AT.4' MAX. O.C. (1Yr.) CONstRUCTION GEOTEXTILE. FOR TEMPORARY SILT FENCE 1 ' / - • • • ' - , -4 1001A/1115L.04 TYPICAL oPnow i - UNSOPPM1r.WIEMSFFNI PagT NTS ••■••■•■•••• .. Nverdi 0 ri i a . SrAitmesree• 1 )e.4 SIN. S/44Ce: 00e#VATUVIVAAS SY3`7709W. i AilOr TO "MI 4 & ; _ • - - ,••• •••••••••••••,...••••••••. • - tri TICENCH CONSTRUCTION GEDTEXTLE . CORRECTION warn)* - - _ ow" SPEW OVA 44/4 par /44 /2 45/4/r Y POeft .114 raAmi New IXE.ICALCZCIELSECII011. .• owe° vtior ale). A Meet/ CilY OF TAMA APPROvto JUN I I 204 Nult.D ONG 0, - dim:Li/CW/2w - 00VA/elf : /PICO L'AfTeloreW/SL'S e. . 924 -57P A'Vet.7.,77/1CW/44.4, WA: S45/68 r'ri-op,. - - "r' e V . 7 %% `ju4 c-Ar 4. •••••••11••■11.• 29423 OVIVA•101441V sz2z%, 533 ,stimiSTMEICAZ; 12ZNAVIZ41, .• `.• _.:"Lx•Iliirfir..111G=1,0.-. IP& AP 1 Ar• ••• • .1. No. •••■ • •111•••• ow" 61 AfAr 7 2 I C ; PZAArS Oral. MMINff A; .540,7: - (205)64.0 it>25.04: . 3- 3 70 • • 4- I .. _ - . • -_� i I 1 "' rl • IF Ii !, ff ti 1 ar.. Jt i �. 1: Right Elevation — Rear Elevation • 1 • � f- ' .. .. .. .......� -_... -..rte. ..- -,���. RIGHT ELEVATION SCALE 1'4._1, L J I • - -. • L • SMArrl SYSTEM PANEL SIDING 1 • • -- - __.�� , 1 2X18 GABLE VENT ' - -4 a- • • • COMPOSITION ROOFI SCALE 1/4" =1' 4 i•, - 1 , i • FRONT ELEVATION -4 - ; : 8 1/4 HAR • Elevation Scale 114' = 1' Left Elevation I . 1 1 ' .1 I • Exterior Finish Notes: Front Building Face - 6" Lap Siding by "James Hardie" Corporation. Sides and Rear Building Faces - SMART PANEL or "James Hardie" Co Fascia - 5/4 x 6 Pre - primed 'White Wood" Corner Boards - 1" x 4" Pre - Primed 'White Wood". Window Trim -41" x 4" Pre -Primed 'White Wood " Windows - White Vinyl Thermopane sized per plan. Gutters & Downspouts - "Kline" Continous Metal. Gable Vents - Pre- manufactured 14" x 24" Wood_ FILE COPY t see Ran Checi aoorovais are ._:•!eG to errors and omissions and aoort al of ors Does not aJt exae t* vvilab n c any aazil Bd code Q cror.arte Re 1e of con. : actors Cop. ot approsect Permit NO ; E • • s; - ' Y � •11 -`•, ' '`•y � 4 , -74. ..- - '�r- • 1 > I / 11 s: ! - _- =._ 1.,. C - "7 - ::: - .., E. ' _ ♦ r ; C7.7. r s tai -- A • • z owl 1116.24E 11/41114.101, NUS ` - - : b 4 • L�pzuMeuNG E�cr►s crry of Tu�cwru a�o+� �nnsrc� • I SEPARATE PERMIT R GUIREp FOR ar MECHANICAL ELECTRICAL i r: s ✓ NC • . t . :: - .L 1 E� •-• "OWE . NC Clot"E i - : • FR' c.. 4: ^' 7 -Pk. .. - a� S 1914--‘. DING C OC E S ANC �+: (E':e1REMEN •S &C R Q£SE R'•SS '''"E i I " -.370 g a ACCORDING TO SivE AND BI.ILr7MVG : p CONDI TV.rilS t to U � W c1) co O csj M tr) J W 0 ao N (D 't N N N� rn O 0 N o CD co o' - . 32 TD - V' 0 N Q N CO 0•5 I > Z i- Q < E wa LLI ira 6 (NJ 1 if 103 ; D3 D3 ,D3 6 ca- KINA: Ge Nr PILOT LIGHTS ELEMENTS OR SWITCHES 18 ABOVE FLOOR - 4'6 D' &elected window:, to Include intograi fresh au vents 04 'D4 ■■• 4. 2868 0 UTILITY 13. 8'59 4.-1) D 1 , w 4 ""• „ 4 r" 5:8 TYPCX GWB 2 LAYERS @I CEILING 7' 7040 HS - - - -11 6X 10 DFS2 FAMILY 16 x 116 5 1/8 X 16 1/2 &LB GARAGE x 8 OHC 2's I 1 2868 ' STEEL VV _ SELF CLOSING HINGES 4XF ilF#2 D3 POWDER ( 5'3 x 5'9 -- - ! i 68 LIViNG AREA '315 sc, - 4(J 4X8 DF#2. 2468 D4 I 03 7 32 - 4X8 i)F#2 F.. 2668 T STORAGE 36' MIN LANDING 50610 SGD 6X10 DEC NOOK 103 x 116 4 -UP is3 3068 1650 PIC TEMP PORCH 6X8 DF*2 — 6 ist FLOOR PLAN SCALE 1/4 1033 SF ENTRY 6 x 66 4X6 POST 4X8 C.)F#2 4XR hF#2 1868 I PANTRY 32 - 6-) : . 7 COATS REIS 25 D4 4 - 3' -- 4'2 1/2 10'9 1/8 4036 1-1C KITCHEN 122 x 116 DINING 102 x 113 127 3/4 51/4 X 9 1/2 LVL 13'6 8' 344 -- 13 - 5•3/4 - 4050 PIC f AN T 0 • 4' 1 • ,p3 4X8 UF#2 L_ --- 8'1 1 .,?; - 2'8 :78 4 it 1 r 136 D3 D3 03 in 1; 1 — •••••••••■•••— 0 (N, =D3 PD3 103 - 6' PILOT LIGHTS ELEMENTS OR SWITCHES tr 'D4 ABOVE FLOOR . D1 -- 46 ---- 1 Selected vendeviS to inciude integral fresh ad vents • ,D4 - 7' 7040 HS 6X10 DF*2 FAMILY 16' x 116 4)0114 1 2968 • X1-.1 FAN / 10 UTILITY 138 x 5•9 5 1/8 X 16 1/2 GUI 41 eV.) .11 58 TYPE GWB 2 LAYERS @CEILING GARAGE - 2' 16 20' 1 General Notes: All construction to conform to the 1997 Uniform Building Code CONCRETE: Compressive strength shall be a min. 2,500 p.s.i. at 28 days. Minimum 5 sack mix REINFORCING STEEL: All steel shall be A-615, grade 40. SMOKE DETECTORS: Shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. Required detectors shall received their primary power from the building wiring and shall be equipped with battery backup. Detectors shall be interconnected to provide audibility in all areas." 2868 STEEL V1// SELF CLOSING HINGES 4X12 DF 12 _ 16 X 80ND _ - --------- 6'8 - • POWDER 1 5'3 x 5'9 D3 • LIVING AREA 1015 scift 40' frJ -32 - 1 : 1 11 - - . . 01 - - 5' -- 36 MIN LANDING 60610 SGD 6X10 NOOK 10'3x 116 — - - - - 3'2 D3 SCALE 1/4"=1* 1033 SF 1 3068 1650 PIC TEMP PORCH 6X8 DF#2 lst FLOOR PLAN 32 -- 4X6 POST ENTRY 6'8 x 66 - 7•4 • , 4X8 DF#2 4X8 DF#2 4X8 Iff#2 4X8 1)F#2 2468 r 2668 1 868 L 04 STORAGE PANTRY 1 COATS CO P&S 25 . 2'8 ••-•- D4 I 3' — 10•9 1/8 .-- -.4 4036 1-15 ! 0 KITCHEN 122 x 116 DINING 102 x 1V3 127 3/4 — 5 1/4 X 9 1/2 LVL -- 13'6 8' 3/4 3/4 -7 , 4050 PC 81 1/8 -- 13'6 42 1/2 a • FXH F AN • 10 L T i t* 4X8 DF#2 - 4• 1 -3' 1 cv D3 I • —AL — • : • } 2'87/8 jtJli • 1.••••■■•• '0? 4 13'6 — • UP T irJ 4 vt . e • D3 D3 03 SO e RE A, 14 N P"‹. S 4• aeltNE ;"; VE A1/4.- CA VENSFC S _R ANC RE...i_urei- VENTS Ps - ` 4 ; CC4F■ 5:,44 &NC 2JUIEU. ■_ ,k2c.:A.3.41G &NC BUILDING ICOPC4TXDP4S 0 0 4 O I Pre - Engineered /Pre- Manufactured Floor Joist (9 1/2" BCI 400" I - Jolstl! @ 19 2" 0 C. Install Rim Joist. Blocking. Hangers and bracing per Manufacturer's Specifications Double I -joist © BP Walls as shown Apply 3/4" T&G APA Approved Sub - Flooring over ! -Joist Glued with approved construction adhesive and nail w / 8d © 6" o c - panel edges and 8d©12" o c. - Intermediates. 1'10 1i2 I I � ii S Cover entire Crawl Space area with .006 Polyethylene. Lap sheets at 12" minimum Crawl Access w 4 x 10 DF #2 1! �f LIVING AREA 1026 sq ft 16'3 — 20, If "0 1/2 4 — — 5'6 • i- 2'8 ''8 • 1 t Provide Foundations vents to i ventilate crawl space area @ 1 s.f- of ventilation for every 150 s.f. of j Crawl Space. (CS area / 150 x free area of vent = # of vents. - -- 13'6 ij - - - 8' 3/8 /•; Pony wall. see detail II i1 Foundation Notes: 2'8 3/4 b v Layout for I -Joist is for 9-112" "801400' spaced al 19.2" o c Use Double I-Joist at all interior BP walls If "Hung Joist" Floor System is used. use "Simpson" ITT2O 5 Hangers at end of each 1 -Joist If Double I -Joist use "Simpson" iTT29 5-2 See Building Sections and Details Sheet this set for Details and Caiiouts for Foundation and Wall to Foundation connectives Single Story Perxneter Foundation that will support a 2x6 Framed Stud Wall shall consist of a 12"x 6" Mm Continuous Concrete Footing w- (2 ) #4 continuous Rebar Overlapping bars shall be 24' mm Corner bars shall be 24" rd each leg Toe all bars securly with wire ties t2; min per splice Two Story Perimeter Foundation that will support a 2x6 Framed Stud Wall shall consist of a 16"x 8" Mm Continuous Concrete Footing w• (2' #4 cons nuous Reba( Overlapping bars shah be 24" min Corner bars shad be 24' a each leg Tie al bars securty with %we ties (2) inn per splice Garage Foundation that wi support a Seigle Story 2x4 Framed Stud Wall shah consist of a 12"x 6" P.ton Continuous Conaete Con Footing w-' i2 i *4 continuous Pet: Overaplping bars snail be 24 rnar Corner tars shall be 24' a each leg "te at bars securty w'tr we ties 2 rnir per sph e Garage = -.nca- -mss tha! w! s;.,oport a - w:, Sts 2x6 - a - netzt Stud hail si» cons. I a '6' Cono?ete Dotng w •2 . #4 zonbruous iRec,ar Ctverla;crg cars shag be 24 :'*o"• Comer bars stray be 24 $ ead• tec e ail oars se't.vty with wore ties ;2 milt per spf.ce :vidatcr Stems' &ails for a Sing* StorN Beanng shags shad consist of a 24' c' 'Wade Stem hat Mc . ' : 114 contrruous Rebar Overlappng bars shall be ;4 Corner bars shad be 24' is each leg Tie all bars seczrty war lone ties i 21 girl per spice F 3vrdabor~ Stern Walls for a Two Story Beaming Wats shall consist of a 24 Tat % 8" "de Stem Wei w ; ! : !4 Cagwnuovs Reboil Ovedapprog bars shall be 24" nrn Corner oars shall be 24' each leg Tie all Oars sl c. " *Et wire ties ; 2 inn per sspkt • Caramuous Conorele Footings kw bdenor Beating Waits lhat «corporate a Concr le Sierra Wall shalt have 04 cal Reber spaced fa .B' O C Met Sett 0 4 M jl 4'6 7' i{ {I i ! { I! : ; 1 -- I , I 16' I 11: 'It GARAGE 20' - - - -- _- - 2ND FLOOR FRAMING PLAN I f I --- 6'8 - — - r ii I• POWDER I I • 1` ' 1 1 LIVING AREA 1015 sq ft i I 2' II 11 iI •L I 40' 40' -t I I it I ;NOOK 9 1/2 BC 450 16" O.C. 32 -. 5' I ! 1' 6'6 I� ii SCALE 1!4" =1' _4- 6'2 J 2'8 7'4 j� - i ! 1 10'9 1/8 I 12'7 3/4 13'6 5' 3/4 136 8'1 1/8 - --- -- - - 13'6 1 1 II 11 i KITCHEN 42 1/2 ; li M II Tr o I i Q I ;i I 1 8' 3/4 --- - ii - 4' !'I II c0 2'8 7/8 N N I' 1 I N M (V _tit r OW VEP a._ D VE'S 'Y '_• .JC c Sty 3 ANC QE-:&_€ P& 5 c1_ :1 �€SE•�'•�; `-E »' l - x:: w . J 'AC n1dEk`4 it- '_,.}' tea "C Si 1'E ANC ">L s -� - • i • Is C I iD 6 Cr ►- 1,16X '5'11/16 ii } - Y TR -5 = !` i is I -TF-R — • `' '` - 5'6 11' MASTER BATH f 11 I� 11 810 7/16 $'107116 r,.: MASTER BDRM -- —TR-16 79' -- - TR -15 -_ TR -14 `TR-6 — ---- . _ _- - -- =TR -26 •��� +7 +� Tom- c^ rn O) b) 0) - -- - - .. - t- _ - -- _ — —_ -- TR -26 -- _- -- 3'4 1/4 Q) - 1 ;I II I' MANUFACTURED TRUSSES 24" O.C. TR -26 -_ s _ 9' I • rf 40 12' 5• I; BEDROOM 2 SCALE 1/4-1' 3'7 3/4 ! << BATH 3.2 ! ; 1 r ao 430 • ROOF FRAMING PLAN 1 CLOSET O) rt J 2'4 1 /2 CLOSET 1 : . _ r- t . -� - r Tr �r - - 2 . 8 - - -' _ 5' 4' • 3'2 It 1 ! 11'8 1'10 1/2 i' 'I I TR -O BEDROOM 3 11 • -- I- —I Z •r _ F - -V`�' F ' I� i , i BEDROOM 4 rr , _ +••- -- TR_a ::=-• �:� I I 11 1 if 52 1/2 „ I► 1 f •1 11 iV N • • 1 •.- 1 1 Framing Notes: • I I I i f r Downspout Downspout • f I i : T . —. — _ t T r T . I . I _ F !. I • I - 1 • • f Roof Trusses shall be Pre - Engineered/Pre- Manufactures Wood Trusses spaced at 24" o.c. Flat ceiling trusses over entire area with the exception of Scissor Truss over Living and Dining areas. Note Line of soffit on Floor Plan. Install "Simpson" H2.1 of H1 at each end of every truss. All dips shall be fully nailed with 'N10' nails per mfr. direction. All Trusses shall be installed and braced according to the Manufacturer's instructions. Design calculations shall be kept with the Building Permit and shall be made readily available to the Building Inspector at the time of inspection. All Permit documents shall be kept in a waterproof enclosure for the duration of the Protect- Outlooks shall be 2x4 spaced at 48" o.c. @ each Gable End. Attic Ventilation shall be in accordance to Section 1505.3 of the 1997 U BC . Exception applied due to use of continuous Ridge Vent ("Core-Vent"). Exception ration of ventilation per s f. = 1/150. or 1 s. f. of ventilation per 150 s_ f of Attic Space. Roof Sheathing Nailing shall be at 8d © 6" o c. Panel Edges and 12" 0.c. Intermediates. Wall Sheathing Nailing shall be at 8d @ 4" o c Panel Edges and 12" o c. Intermediates. U . N . O ( See Panel Details for additional information ) • . -- 1 - t All Window and Door Headers at Exterior Walls shall be 6x 1 0 DF #2 U - N - 0. Ail Blocking @ Roof Trusses exposed to the exterior shall be screened 'Bird &odic'. • T r - - ---- iiI t r 'I I i I 1 • -aw 0 C O 'ott 104 •: • ! .-.. • -,. r — � ,.� • 141, v • -. • i. • - = C stoNE - „F_ >4 • lam '..JYE % t. .'•_'�" •..i i LS O ES 1 M: c- c il..J?EMEV - :COE "0£SEQ`.=S - 'tiE o 7 3 Si .% +K} 8 CC'!C` a r C z Z Q) co co c ON 06 N in 4-0 ^^ a ) 0 Z igt Z H Q w ac 1 . 4 0 A an y 1v w 0 oC CII) I Z It u a a CL 10' MAX t - - D -3 • 1 12XA r2C —'tea 4' BP EXTERIOR BP Panel Details 11 2X! .,S -)L S f.0 C C W Mr-.t 12 PP S&L a:.; -'E SP+CE 3/8 MIN. APA RATED SHEATHING TO ONE -- SIDE w/ 8d NAILS 6" O.C. EDGES 12" O.C. FIELD NO ANCHORS REQ. 2X4 yr JS _ r 1/2" GWB TO BOTH SIDES OF WALL DOUBLE JOIST UNDER PARALLEL WALLS - SOLID BLOCK UNDER PERPENDICULAR WALLS NO ANCHORS REQ. D-4 AUgn studs with I- Jossts 2 r4 TOP PLATE PONY WALL DETAIL @ FOUNDATION 2X4 ' R A Er Di..JLTE I; 4' BP INTERIOR 10' MAX. 1 T GINS F v011t e _ f •.. ..... . + r 9C 4 , .JOISTS 16 3 T3...; silt:LcM:: Fc-38 3PsSuLATION 2-Story Wall Section ,. • - = - !: 1 - • iM . - .AP91E _ vort ^ •E .114.3.7E E PRE - ENGINEERED - - PRE - MANUFACTURE D ROOF TRUSSES , 24 0 C S BARGE 1 - 2X• STUDS _ _— - 3Z NM &HEAT NiNG — R 21 NSiAAT10M Pam :Ocs PER -R_ +ss c.Y -.€ Tf !- 1" {a - - 3E YIN SFEATMING F CA 41 • ..1401kOACIN SEE, E' - EPIOF .4i._ JAC F.c . ,T+Oh'f - a- TNIC SA, d;F c :4; Z ;As • irate 9_011107- 167* '.1C'M ' A Ss ?E fi,iF le f 1/2" a. b. W /7" IMBEDMENT 2 AT 1 /3 POINTS FOR SINGLE STORY 3 AT 1 /5 POINTS FOR TWO STORY 16" MIN CONTINOUS FOOTING D -1 2 2X PLATES FASTEN SHEATHING TO EACH GARAGE LATERAL RESTRAINT PANEL DETAIL MIN. 3/8 APA RATED SHEATHING. 8D NAILS 6" OC EDGES 12" OC FIELD DBL STUD a@ EA. END OF PANEL DBL STUDS @ EA.END 7116" MIN SHEATHING TO ONE SIDE W/ 8D NAILS 3" OC, 2 ROWS 2— SIMPSON HPAHD22 ANCHORS 1/2* ANCHOR BOLTS W/ 1/2 BEARING PLATES 2X6 SOLE PLATE - -- SIMPSON ITT29.5 3/4 T &G PLYWOOD SUBFLOOR GLUED 8 NAILED - 2'8 MIN 2'8" BP DETAIL 9 1 BC! FLOOR JOISTS CONTINUOS HEADER EXTEND TO BOTH ENDS Q 2 0 - a • R -19 BATT INSULATION SINGLE POUR CORNER INSTALLATION 30" MINIMUM REBAR LENGTH 2 -2X6 TOP PLATE 14 REBAR 2 HORIZ. 16" 0 C. VERTIC Alt. Fnd Wall For Hung Floor Joists 7/16 OSB SHEATHING.HOUSE WRAP & SIDING OR 7116 LP PANEL SIDING 2X6 @ 16" O.C. STUD WALL 2X6 PT MUDSILL 1/2 ANCHOR BOLTS 5' OC 8' x 24" FOUNDATION WALL ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH CORNER DISTANCE FROM EDGE OF STRAP TO CORNER , D -1 Simpson Strong -Tie HPAHD STRUCTURAL GENERAL NOTES REFERENCE: 1997 U.B.C. WIND: BASIC WIND SPEED 80 MPH EXPOSURE CATEGORY B METHOD II PROJECTED AREA METHOD _SEISMIC: SEISMIC ZONE 3 DESIGN BASE SHEAR FACTOR LIVE LOADS: FLOOR LOADS ROOF SNOW LOAD BEAMS & HEADERS TO BE DOUGLAS FIR #2 & BTR UNLESS NOTED OTHERWISE FRAMING LUMBER TO BE SPF #2 & BETTER 2} 12 STAJACt< 2X4 ST R:PGLCr. MA)( °- R' SE M:k 9 1. RUN • R RISER } ow V =0.36 W 50 PSF 25 PSF • S 1 t, STAIR RISER DETAIL •= -�+�oe Nindrai 3c -36 ac►are rr -ac 3trio 3r+ter'iar ae ' ' 4' - rrw ' . i t or s,a N 'e' rna i'Vhere a* a g.ar tam maw xenrig 4 - Cl� 'JF T.p:w _* 1ft+ V t---rruic a• I a. — • 40E = Or•*(E= - ; *S CAENCSAY: Et. A.DuG ' Jf?E'S ia".` r Kit 0,FP QF. ;'.:s rE Rv .+ - AP*" ANC 7. 4 .41 91,41-01Pk; • � 1 1 J 1- w D a s File: D03 -0370 35mm Drawing #1 01. (2CL 6. 4 0 �5 •r N - 0 e'sP6 1 -z ` tl'7 -2flW A?/ Ss;a'a,G7 45' r�J,nj lirN *'.2 I t/1M a'ad A _l ' 1S5*,PJJ d' 17%7 APC714 Oa/of 3,1.N30 im,v83d b lIM >1111 03 n1S03a rvb'1 7 a'J•• aZ 10/Y 'W,3..tSiCS �/>rt afa�.i it ?Q' ,07J ri�q 71'14 teat? a sal &ins S V•Lb: s'�.Cb'al'.'7 Ncla' /77 PWZ £V .h Vat S9 H.1 Md. N/S Dew Hal t/0 8/ 24'41 /'c'' /77 t//LM . ws7lS 313ldWlJONI t'o/.1 b" 2 173 � • t' 2; r ' ;$,r gam • tv b' 7d % 1 lo S CR ad .74d 7 LJS 0 N1101.1Ogg 1 11111 1 111111111 1 1 II 1I 1111 1 IIIIIII 1111 1111 I 1111 1111 1 1 1 11111 1 11 2 11 1 1 IIIII IIIIIIIII IIIIIIIII I 61 71 8 1 9 1 110 111 113 114 115 • 3.15510A- 9 t7 z 91/1 your IIIIIIIIIIIIIIII IIIIIII1III1 0 IIIIIIIII `II►IIIIIIIIIII1I�IIIIII II IIIIIII�IIIII ► IIIII►I�IIIII►II fltO4 ski ! Z4i tfC olowaki � yinl aas, a'o (9Q'Arr7d (77/7c.2 a 0 I- 7 ' d 'v ris• S',s•a1 ?W 6 J82 a« y1VO1.2 teat 72We /. 0...4 r7v'Id J if d 56 as. �J,v? /Vrz2Nl WA/ a'p=1 (7/7 Nl>1.7 0 • a ••.l slx a'Q + .21v0.71- dw c .. rf� 2/.ar4's"'/AS S/7d /=' GZL w :; tvia.4 v a ;' drGvrd • as „ 1 7 V7 ' G�...t .SA s 'J,�`,r r 2r,a twv7..7a .t 7s7 avv * Mal v . 7# 2 7? •1SN/ 6'7.7Gfr/ �. 1- �rr7$sri) / .71 to O„aC mo7d O00 /4 o2/d 0 1 c". V =78 0.1 UG'cf J S 6 Q 0 . 0 : ,t [ _1 y ea•. , ( ? tYaD'') • .7tVO.2 O.s • 0a lYOl.1 ' C; 71 Va4 2 4 11 • ' eV b' 7Gi o A yl,‘SX • �� *1° b 4,4 Z!a. 441:140 e cOfe----- • v c\t‘lik\ • •• diroaea sr/ ( rexC7 • f x7. / •� 1 AI sly/ ash arw"17d '77t'1Sly/ Qrs i7cdS'/ .t /✓� yJ 0