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HomeMy WebLinkAboutPermit D01-333 - FOSTER HEIGHTS - LOT 10FOSTER HEIGHTS - Lot 10 4915 S 145 Street D01 -333 hai) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2610000100 Address: 4915 S 145 ST TUKW Suite No: Tenant: Name: FOSTER HEIGHTS - LOT 10 Address: 4915 S 145 ST, TUKWILA WA Owner: Name: TRIDOR INC Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA Contact Person: Name: CHARLES PRIB Address: 14205 SE 355 PL, KENT, WA Contractor: Name: LONG CLASSIC HOMES, LTD. Address: 1624 PIONEER ST, ENUMCLAW, WA Contractor License No: LONGCHL05409 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,918 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 120 SQ FTCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER & WATER DISTRICT #125 WATER. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $345,352.20 DEVELOPMENT PERMIT Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 284 c.y. Fill 180 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: D01 -333 Fees Collected: $4,111.73 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 Private: Permit Number: D01 -333 Issue Date: 01/11/2002 Permit Expires On: 07/10/2002 Phone: 206 -443 -7735 Phone: 253 -631 -6864 Phone: Expiration Date: 11/01/2002 Public: Printed: 01 -11 -2002 L206:441 re1k UO J =� H W u- W O u- co I Z � I— O Z W uj U ;O N w 1— (), U- 0 Z, — O City of Tk Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Imo! Permit Center Authorized Signature: Q itrei/iTh Date: 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: Print Name: k' c, p/?,// Date: bl /IC�OZ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D01 -333 Printed: 01 -11 -2002 C doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2610000100 Address: 4915 S 145 ST TUKW Suite No: Tenant: FOSTER HEIGHTS - LOT 10 PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 5: 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. 6: 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. 7: 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). 8: All wood to remain in placed concrete shall be treated wood. 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued 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. 10: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 12: 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 IMMEDIATELY FOLLOWING STORMS. 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. 13: APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FINAL PLAT L2000 -026 AND COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS, INC. DATED FEB 10, 1998. GEOTECHNICAL ENGINEER SHALL OBSERVE THE IMPLEMENTATION OF THE SFR DEVELOPMENT PLANS DURING CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED TO PUBLIC WORKS IN A TIMELY MANNER AND SHALL INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATION B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH D01 -333 Permit Number: D01 -333 Status: ISSUED Applied Date: 10/11/2001 Issue Date: 01/11/2002 Printed: 01 -11 -2002 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 GEOTECHNICAL RECOMMENDATIONS - REFER TO FEB. 10, 1998 GEOTECH EVAULATION PREPARED BYI GEOSPECTRUM CONSULTANTS, INC. P.O. BOX 276, ISSAQUAH, WA 98027 -0276, PHONE NO. (425)391 -4228. 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 16: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 17: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 18: 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) 19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: THESE PLANS WERE REVIWED BY CHIEF 53. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 21: Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at least 24 hours in advance. 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 25: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 27: 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. 28: 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 beunworked 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. 29: 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. 30: Acknowledge receiving a copy of the State of Washington Department of Agriculture's Quarantine Order for the Citrus Longhorn Beetle. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws 0 :44=0,1t 'liZIVP :Y1Fitt D01 -333 Printed: 01 -11 -2002 regulating construction or the performance of work. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -333 Date: '°` / / / Printed: 01 -11 -2002 0; U ; U 0' cn W =. W o f . 11— W Z Z f1— W W j p. ;O N1 W V L 0. • 11 Ns O �; Project Namerrenant7$ E , . L' Value of Const�tcO U Site Address: _, �. City State /Zip: Tax Parcel Number: Property Owner Owner.. �L4 l Owl ( Plio -�Z- /ggZ / d �IONe�R Sr .0/voit1CL4 /ki Gf/Q l 9f� „zTi iP: F 9 Z Contractor: S�/1Z e Phone: Street Address: sa ki e City State /Zip: Fax #: Architect: l es!�jX.,gle Z5% - 634,0%4. / St Address: Addrress: �1� % � • LiDJ t�� Z� 'f • / 441-4 7 . r . I ��/ /� C i t /Sttaatte /Zip: J ( 'i Fax #: _S 03 G Engineer:4� ,,(,Jg .° fi e.' - 8�i - !O! 7 Street Address: City State/Zip: 29Z6 -5"g 32 0v s<t P�L�-1 a /laA e o x7, 9 Fax #: Contact Person: A2c�s fif'!1 Phone: Z- 6 -686 4- Street Address: City State /Zip: l f2 O 5• 5'F e64” / - Ti 049 Fax It: r'a .-C— Description of work to be done: x 7 'i ¥72 A u 6S/i r op 71 o' L' Type of work: nNew Single - Family Residence El Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) El Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: a' Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Q Proposed New Square Footage: 3 9/, sq. ft. Dwelling /2D sq. ft. Covered Deck(s) 4 00 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 39/g 1 ��� - 6 17 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU �IVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 • R STAFF USE ONLY Project Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: ( Additio al reviews shall be determined by the Public Works Department) ❑ Channelization /Striping lJ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Flood Control Zone El Hauling cm, Land Altering: ® Cut' 8 L i cubic yds. ® Fill )80 cubic yds. El Moving an Oversized Load: Start Time: End Time: El Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ra Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Date application accepted: / - 0 / Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax It Address: City/State/Zip: y P: - A I RES DE TI PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 1 8, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ Cl If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT ! 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. SFPERIVI!T.DOC 2/13/97 �.: x.� : �., . ��::� . u �,�<.,:,, ,x:..41 Receipt No.: R020000041 Initials: SKS User ID: 1165 TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: LONG CLASSIC HOMES RECEIPT Parcel No.: 2610000100 Permit Number: D01 -333 Address: 4915 S 145 ST TUKW Status: APPROVED Suite No: Applied Date: 10/11/2001 Applicant: FOSTER HEIGHTS - LOT 10 Issue Date: Amount Type Method Description Payment Check 564 3,174.59 ACCOUNT ITEM LIST: Current Pmts BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Payment Amount: 3,174.59 Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 Payment Date: 01/11/2002 02:22 PM Balance: $0.00 2,371.35 15.00 15.00 107.00 37.50 604.24 20.00 4.50 Total: 3,174.59 2563 01/11 9716 TOTAL 6054.43 Printed: 01 -11 -2002 f1Y W •• .00 i Cr' N W I' • W }} u._ = d: I Z • F - O, Z F: U : W W; H U. 1 O; 1 11 U • • H � O z Sf }33rI;Y d+}`x • ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C ITY: OF TUKWILA, WA Reprinted: 10/11/01 09:42. TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R0101322 Amount: 937.14 10/11/01 09:38 Payment Method: CHECK Notation: LONG CLASSIC HOM Init: KAS Permit No: D01 -333 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 261000 -0100 S ite Address: 4915 S 145 ST Total' Fees: • 2,383.39 This Payment ; 937.14 Total ALL Pmts: 937.14 Balance: 1,446.25 *********************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * '. Account Code. Description Amount 000/345.830 PLAN CHECK RES. 937.14 . 720 10/12 97i1,1 TOTAL 4605.70 W : re 2 J V 0 ;. to ' =; w O •. g J , u. Y2 r i Z �' � o z S �. U O ❑ F- W • W P IL/ Z z COMMENTS: Type pf • e / 0 r.J‘ - Y - 1 ‘ 3 -1 %) Sre'+" (? f b r 1 q nf-n.tt ! 41. . v 5 r /vs _4 Date Called: Special Instructions: ST / /J�-- ik / T�/ c°Y ne-t 1 0 Prw1 1 4, f e 2. a _c / � Req uester/ AUL- L r\oQ PkAY Phon -No: \� 2 C ' b 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $[6. / 0 REINSPECTION E REQUIRED. Prio p at 6300 Southcenter Ivd., Suite 100. C PERMIT NO. (206)431- 670 Approved per applicable codes. El Corrections required prior to approval. Date: 1 0 j , to inspection, fee must be Ito schedule reinspection. Date: Receipt No.: Type pf • e / Pr T !/, / v 5 r /vs _4 Date Called: Special Instructions: ST / /J�-- ik / T�/ Date Want d �c 2. a / � Req uester/ AUL- ss/&e Phon -No: \� 2 C ' b 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $[6. / 0 REINSPECTION E REQUIRED. Prio p at 6300 Southcenter Ivd., Suite 100. C PERMIT NO. (206)431- 670 Approved per applicable codes. El Corrections required prior to approval. Date: 1 0 j , to inspection, fee must be Ito schedule reinspection. Date: Receipt No.: COMMENTS: J) t If s tl(1 (ore door 01/' lnni1\ \ 1.e (' ctr)ar rd .Q ref -e- Y1fi)S -Q 'e vd r.! . 1 ) 1" c WQrc1/4 vv.e , :vevct ok k \ \ mW l < rti rl�.�� vtiN 3. M rin ( IC it I Ck p rnva I IA_ ` , )�`i C l3 AL S �I pc) rn io l Special Instructions: al-Cr s.) `G` < 1 IC Gi(Cf s S I-.vour'1 C4rci -P uI14 -1, . x 1 1 (ivy - cAJc - G - - - 1 - 1 ( A c I A 1 . 4- L -"' 1VM k 1 VIA O, \ .sr rt U) r Requester —) / Protiers kr /44/ - LG f , l ection: Cr l Type of Ins t! A ress: Date Called Special Instructions: Date Wa ted 5 ' a.m. Requester —) / Phone o nx 177 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit P RMIT NO. t & l (206) -3670 $47.00 REINSPECfION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. 'Corrections required prior to approval. Inspector • Date: 10 _ k-0 Receipt No.: Date: 7okr 7 / . /0/16 Type of spectio: P /‘ij A r �/ 5 /�/ Date Cad e lG /vv Special Instructions: Date Wa t l / 0.m—: p.m. Reques --Fr Lc I Phone No: INSPECTION NO. .."fir•... INSPECTION RECORD Retain a copy with permit � Q1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Approved per applicable codes. COMMENTS: (N _ .7' pl) re) U hC 3 rdvecl a (61 Z I hr p Inspector: Date: I 0...:„23,0, 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 Wi W • c 6 U 0 0 W = W 0 u. a _ . z � Z O . p ui 0— O I— W w H => O ~' z Project: T AO, S irk - ,1iiLs Lof/0 Type of In pections 7..71, 1 11 Dat1Ilep3 i o ��� 5iL /sS Special instructions: Date wa 02_ m: p.m. Requester;, Phone: .53 -- C0t0 -- n � ^.: 4 , ihc^.`+:;k ' t i9u r:t+'ai' .114Vt.;Pm :ii'R aiYu`:011+47+,y }isk i Sg ;0 17s'.r a . ;;,1:;x4:4441 • 10 c;t.,.:iu;4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300/Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec • r: 7x00 REINSPECTION FEE ' EQUIRED, Prior t• inspection, fee must be paid 6300 Southcenter Blvd., S ite 100. Call to s• edule reinspection. ecpt No: Date: Date: 1 -z ' rt 6 0 0 co o W = i— ts) w0 J < CO _CY Z � Z 0 .. U � O N O I— I • uj ▪ o .. z. • _ 0i z P ject: PcRfe pcitls..liii/t;L:T! an: f I c o �o7�st(ns peci.cn- i o✓1 Dated l cb 5/ OS AM_. ,S f x S- Special instructions: Date lan ed: ;(0 D a.m. p.m. Req �( Phone: 0( -03 ?,,? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 7.00 REINSPECTION = E REQUIRED.' Pr at 6300 Southcenter Blvd , Suite 100. Ca ceipt No: Date: 2 . — 02 r to inspection, fee must be paid to schedule reinspection. Date: Approved per applicable codes. Corrections required prior to approval. PERMIT NO. (206)431 -3670 .ls:ge.:rty�:w:ry� }ii ::.1� X st43�:vi�Ldieti�.ti.:' Yrtk: 3 &wYeF '1.S «Ei: aid,».i+G.rfi :B S?. 4+.;e.� - ;44. so t: P . jkct: ' ' ` - ' J` ( J "' —,_, / ., Type of I p ct ion: n /tzp A ess:_ /151 � � I v' 5-1' Date called: - ? /� 2 i �\ ' Special instructions: 1- 0 ^�I 0 .' ' ' `, - Date wanted: ,.- a.m. p .m. • -, � Requester: CLl,C� n e Phone: X5 - 6 , 06 , -/38; COMMENTS: • /tAkcic, 74 61 i .A. .1111111L ` i..�..a` a s • 4J -c•� vJ r S -- Q-m tlue 6 ACC 3 A" c-Q-v- T_,Lt t- (4./t..4 M /1 i:t I `- 0 0-1/1 p d 44I NfAU pl.C('�G�:li }i•�}il�N.[�P. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300, outhccenter Blvd t#100 ,1Tukkwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Insp tor: FA . _ . Corrections required prior to approval. Date: 7.00 REINSPECTION FE REQUIRED. Prior to 'nspection, fee must be paid it 6300 Southcenter Blvd., Suite 100. Call to sche•ule reinspection. Receipt No: Date: I z J U 00 to 0 w J 1– N O u. w � . g = [F— z � Z O 5 al U � o f w • w u. O li.l = '. O 1.., z F Loject: Type of rrilpection: r, I S. to lo k i ddre : IPS S. /VS St . Date calle : 7 /° Siqcia instructions: Date wanted: 7p 1 / . CaDm 6 1P p.m. Requester: p rT LQ0cp —D 3Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: Qa-A AQ it7r A ie d)i I C) 6-43 5\4.- --47 $47.00 REINSPECTION FE REQUIRED. Prior inspection, fee must be paid Receipt No: Date: at 6300 Southcenter Blvd., Suite 100. Call schedule reinspection. Date: • •., z: LL1 -J 0 O 0 u 0 : 111 L1.1 -J , u l 0, LL 2 g CO I — I LO Z I-01 z i- LLJ D 0 O - • u I 0 U. H • CI) o z COMMENTS: I ) IA 1 1 J 'eCING let; C'. I 'epoir - 2 i IA Ct °proved .9.) 842 T \ _, alool ) i 1 MO v1 t 4 --\ ir' 3) , 1z.0:1 r1 44 \ --cr vv. ° 2. s-A--;U 00 Special instructions: i • eit Date an d: . - 7 / o G iciit r,c, : i 4) kia (4er 1')ela (DO vvx \ I 1 1 S 1 t-v^ \ v u) I Y\ ric)(A.,)s CIO t (yre4t-k -entre ' Cr e;- " rin vo uw, ft i 1'1 ' 1,4- tr\11 -etc . Phorie: Prpject: , _ „ P°..5 PeiTI/145 - titib Type.of Inspection: 7 - - r - A pil 1 pi C Address: h s /- „../c Date 7 : , /0 Special instructions: i • eit Date an d: . - 7 / o 0,? p.m. Requnter: rna Phorie: ' ' -• ;•• •.1/ • INSPECTION RECORD4' Retain a copy with permit - INSPECTION NO. . . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter13.1vd, #100, Tukwila, WA 9818 (206)431-3670 Approved per applicable codes. • aCorrections 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: ,14.41:44,L1W.,1d.feid1 r:' ' , ,k4:.4.4:Aq( 4:44 Project: F __ l it i , aSr r He ighi.s Type of Inspection:.. ex'-erior Sheer - Address: . s I si Date called: . • - 5-30 02.. Special instructions: Lo t J t 11'7 Date wanted: 31 _ oz . T i. 5) .m. Requester: Darin gocith Phone: 2 $3-406-0077 r.4 INSPECTION NO. • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO.• (206)431-3 Corrections required prior to. approval.1: COMMENTS: OeviA0t4. E- — (6-04 0 - ro (d3e0,3trA.44 C-t) GO" A o e &L i p Ayt ;t1/ (P\ AQ-4 e 0 •( 4 (.91w1 Atal /014. Ins ector: L. 111 47.00 REINSPECTION EE REQUIRED. Prior t inspection, fee must be paid t 6300 Southcenter Blv ., Suite 100. Call to sch dule reinspection. Receipt No: Date: Date: „: .rit • 4.-4, , . , • • . .. .crada lW- • - C,, COMMENTS: _1" S. TN D E 0 /2/, s i,ti / -si 5cty, 7`4 ly/ ) 2 ., ' .s et/ i S7 fix) ze /0 67 9/ / i A/06 C . o!/ R S 2/6 erg f i d 7 0 /z1 /s.S x'41 ---1T.eAP. Re ester: A/0 Tv is _ 7-A/7 -FR •,o J? st1tf 2 0fmko d / - S /tie 7 _..,1N .5,ac' a: r / 1, o'e t { t . ufft. 1 T Ins ection: Yp of ddr s. Dale called: S ecial instructions: Date wanted: t� m �l /� p Re ester: IP LA fit' 4/ Pone: . ( not „ .0o7R t:inl f + ".i 'dG. ■ ? ' 4,"tid. F111oi. t'4:.±" .sLihui."t.' Attar: , 4 K1 . sw : Styw iiuft J > INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Date: D o 1r33 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspe brow: p,47.00 REINSPECTION FEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspettion. Receipt No: Date: ce QQ W W : .J 0 U O CO 0 W= J N W 0 2 g < w d W i>- z ZO I' W U � o � W W: 2 - °. LL tii z U N '. O 1- z P ••ct: ryl.� _ Ir►� t .�i — 1 Typeofl ns.•rion: ,...P 4 • aid ■ L�..%�..4 q flr Tk • .,, ;„ S Date calle /c? Special instructions: Date wan 0. `-� U / p.m. Req t r � Ph ne• G r l "MY INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1. Receipt No: Da / 7.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Date: (: t+ F W J 00: rno • w = co W 0 } : g J. n. co n = W I " =. Z � 1— O: ZI—• L11 w• M O D. F-. = U, • F— U. � O Iii Z 0— • H O Z c COMMENTS: Typ Inspection: 0. AiddS lc, s , I 1 4 5 -11, Date called: b? /o .? Special instructions: •\ Date wanted: 1i a i i i n m. Reques U .. S n Pho . ��) X13 , 3'S q/ (o). Fes. & . s t k,it c,. ( ,,,4 12 ,-)) p. C C , ('rl.. m : 40\ Typ Inspection: 0. AiddS lc, s , I 1 4 5 -11, Date called: b? /o .? Special instructions: •\ Date wanted: 1i a i i i n m. Reques U .. S n Pho . ��) X13 , 3'S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: �} Date: t r ( $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: h.S / w.:.1:41 rat • C Project. 1 4—c"5.-P--,r 1 t r 4 r c �"-lc, Type of Inspection: F' c, a1 i •1 C, _ A , v Address: Nr'5 Date called: . ..j . 4 Special instructions: �fl i { '7 Date wanted: a.m. L �1. f 0.. - - 'p.m.. q ter .11. . ;. Re ues Phone: 2 7 3 - 3 S z PERMIT N (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: �� PAY . +.0 ft. r Date: � ee il a . 4 .0I REINSPECTION FE REQUIRED. Prior to inspection, must be paid at • 06 Southcenter Blvd., uite 100. Call to schedule reinspection. Rec ip No: Date: Z Z ' Wi O U O N D W= W LL N o = . z I.- Z) 2 uj 0 0 1,= = W U LL'O .. Z N • — O F- ; Z 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: 4 ?i5 S /45 sr Address: Special instructions: Lot to Type of Inspection:. Date called: Date wanted: a.m:' p Phone: Approved per applicable codes. 0 Corrections required prior to approval. IL COMMENTS: Sow n2 stA- m S.c f TO 5 13 one, t'7.. SO .►A c. e l/ Inspector: Date: ‘,/ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .I��..SI.::.CL :., .:�.. ca...�.Y'.1'.ii>y t'� `. ":Shy "_' >'d.!x -.... vJ' ".��Ari i�:b�e: :•'.:1�uxv ... t'i4 "wN "a .{iCy;4ikYw;: ;psi,$�:iwnS'a•., Z • Z QQ • W ' W J U. U O W H N W 0 � CO = H = . Z � 1 — O . W ~ • W U � O— • 1- W • W . U. W Z • U o • H z COMMENTS: Typerof Impotection: jj $ `ThOt)W9 altail-A 4 • 411111k Fool CNI kz2.. ›c't A — (c[■,.Nte a‘ig' b Date calledy / 3 o, Specia instru ions: ' g L Pi \ - t Su Lerr 1 Requester if 6aza4 A. N ilottAig A , P ject: ft-)Zi td 0 Typerof Impotection: jj $ `ThOt)W9 altail-A 4 Isi 5 i / ii 5 ,..,A s h . Date calledy / 3 o, Specia instru ions: ' g Date want Yi VP P.m. Requester if 6aza4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 U3( -333 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Date: .00 REINSPECTION EE REQUIRED. Prior to ijispection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,; •. . Mami,,,:44104; mrxf,t4444WV.) 1 z re w —J C3 00 • CO U.1 U.I I— CO LL, (L i 0 2 g :3 I I— 111 Z I-0 Z Ui 0 m ;0 :=`• 0 I— LI u i I- 0 0 1- z Pr •ect: : . d�4' LGt. ! l ((,�i Lo to " C? .. Type of Inspection: f 0 OT !Al 0 ,) rcc , Address: /9/5. ',5,: /415 54`. Date called: y-1 -D), .... Special instructions: ' . Date wanted:, ante —2-0a-- a Requester: 4J /� o V Phon X 5 3 60(0- 00 q 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. COMMENTS: r J 6) (i) 0 AQ In ector: Receipt No: Date: $47.00 REINSPECT IJN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. C Ito schedule reinspection. Date: S (206)431 - 3670 Corrections required prior to approval. rig;; d? sal`, ji,4 .t',' i6' Cs atu S� "x5i6 ?a.3+tcaii 2' h4t,�2 paS :k s �'1tic �Si L Yi :u:tJua E Je''JNr�tiy �T ; - N2i .v vs Sire • W re J o O 0 rn o w i J H ' W • } J I _ . z F- O z H. n O • N o I— T W '. H H u' O . w z. �_ o � z INSPECTION NO. INSPECTION RECORD Retain a copy with permit .CITY OF TUKWILA BUILDING: DI VISION 6300 Southcenter Blvd, #100, Tukwila, WA '98188 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: • Date: 3 -22,-0 � RE $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: !S!L��.�t . '�' �' °' � " � ��s ii•: °+�"itiw�».��:+�r.'j��€A,:.yaut b01. 33 3. PERMIT NO. (206)431 -3670 tWoti tea 1 tY W 6 �. 00 t co o W W O : g Q . I O : W I— Z � O WI— • W O • N O 1- I iu lL f"" O . .. Z U S2 O Z c oject: ir _,... s . Type of Insp ctio *Is/ . s ' 45. s I Date called: .? i Special instructions: I r O ; x Date wanted: �7 rim. r` SIb 'Z . - Requester: il , T Phone: c,z5 6 Qo INSPECTION NO. INSPECTION RECORD Retain a copy with permit .CITY OF TUKWILA BUILDING: DI VISION 6300 Southcenter Blvd, #100, Tukwila, WA '98188 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: • Date: 3 -22,-0 � RE $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: !S!L��.�t . '�' �' °' � " � ��s ii•: °+�"itiw�».��:+�r.'j��€A,:.yaut b01. 33 3. PERMIT NO. (206)431 -3670 tWoti tea 1 tY W 6 �. 00 t co o W W O : g Q . I O : W I— Z � O WI— • W O • N O 1- I iu lL f"" O . .. Z U S2 O Z c P N .— ,.1Af 1 a Ty a of Inspecti n: d.CA: c 3 ,7 sir Address: fJa called: Special instructions: ff Date wante . 2J � a.m... 0Z Re ester: ;: , P n ;, 3 } ` 1 ;: -) 00 av INSPECTION RECORD Retain a copy with permit:. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188: PERMIT NO. (206)431 -3670 a Approved per applicable codes. 1Corrections',required prior. to.approval COMMENTS: t/r /ai /IS fr2A 0/[ 7.1t . /t2" f4 ..", Date:' .. /-r f El $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. '�.�rX..dfi.fk' ✓Ia �c�` �` �Sir�. iti�.: .3;�4:YUi�A ?Ml.��!?t�l!�.�:r' fV k e4i4'v '144i 444:taks';ti84 144: S ittos a ^e 6dtak�aS lc i ` -,� 2i t COMMENTS: 1 ,..) TO LAA C61.4 10 v‘ lAJot t.- i re VI 4IrC \ IA, 54-P . e. 1 Vyrk e r de"\ A p oierto oe A L, %A 5 }1-e-e,4 ?A. 1 I I _1 ?sre) 11 A se Rye IA ■ --iec — I - ., ved --ovs -() t S. C\ 4C 1 4 oAd Special instructions: Lo+ - tk )c) p.m. . , , nn's\-- 13€. ( vvI I Vt-Pa s-e Veri 'C x • Project: ::' ; • f 7g.- 72).: .i:78- ,/}/e/c5,//iS /6) Type of Inspection: Lfb,,Z/5 Address: , /'/5 " Si Date called: Special instructions: Date wanted: p.m. Requester: Phone: 9, 5 . - 3 ••■ ,,-. , 00, • . ,'. ; . .. , , . . . . , .. .. . . . ... • • • • • ' ,' . . .., .. •• . . . .. , • ■ . • ; . . . z 0 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El .Approved per applicable codes. Inspector: - (0 (,L/ 1(1/14 PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: s-0 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: • re 1.1 6 = O 0 co Lu , --1 co u_ u j 0 g u. < D.. a 1- ILI Z I-0 Z I— W W. • 0 C.) m 0 = CI I- W u j IL 0 = 1 0 z Project i i I 1 , i .': fE)s-te r tie w/ritc Ty of Inspection:-. ,,.... , :7--,)ifi boy,' . frt)(h kr/5 Address: . ., ;/ _ • 1 -01 1 -3 7- ittS S Date called: `,..../ Special instructions: Date wanted: ' p.m. Requester: Phone: 0079 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION: 6300 Southcenter Blvd, #100, 'Tukwila, WA 98188 .2(206)431-3670 pproved per applicable codes. 17 Corrections required prior to approval. COMMENTS: (t c ) kr' . p th.Z.N. ^(^rec. £ NA,(0 olsz, "t lh r: Date: —4"VIA- (A—A-1 c, 7.00 REINSPECT IO FEE REQUIRED. or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No: Date: ittafteadetlafre*Whig.ittgli...,141t Do - Project: �tt JJ t 1 iel Aid - ). - / 6 Type of Irlspection: P u } /)edJ A d \-' ` 115 S / ys *St' Date Called: io /ate- fo 0 Special Instructions: Date Wanted: i a /g l Al... Requester. Phone No 0253 Si /0/74(o INSPECTION RECORD Retain a copy with permit 333 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Cfr COMMENTS: to Inspector: Date: ' (41--/O-) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �;3'ihY;wtitk 4 : it±#t.' k$ aNik4v`'+e'Sdd,;.,,�i'ie'L3U..: tai: b�, I7sK. Afn :*n`i.rilri�kis;�v;i'3i+i.±ifa .i'sre inNii Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM ''' Jen-7, City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM _Retain current.inspLtion schedule Needs shift inspection • w VI \N . N. 11/1 75/ Authorized Signature Date Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. Project - .Name \. Address .. 4 uza Suite # Approvld without correction notice Approved with correction notice issued Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • ? March 10, 2003 Charles Prib 14205 SE 355th Place Kent, WA 98042 Dear Permit Holder: Sincerely, Stefania Spencer Permit Technician Ciiy of Tukwila Department of Community Development Steve Lancaster, Director RE: Pent* Application' No : D01- 333 4915 S 139 Street In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Xc: Permit File No. D01 -333 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 27, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • 1994 WA STATE ENERGY CODE COMPLIANCE NATTSUN. FILE: C:\\WATTSUN5\\LCH472.WS. HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt) Duct Losses( Dsn Load) Total Load: System Size (Output) Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( ,Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 1.6 Location • PROPOSED Gas Furnace carrier pav pav/ Vented crawlspace Attic or garage • 0.60 34393 8690 43082 64500 80 %. 61 95 127 MBtu 700 Integrated Spot & Whole House Btu/hr Btu/hr(25 Btu/hr Btu/hr (150 NONE 0.0 (Ducted) Btu/hr tons (@125) kWh/yr Partially Shaded Avg Rvalue • R- 8.0 R- 8.0 RECEIVED CITY OF TUKWILA ' PROPOSED North : 235.0ft2 OCT 11 2001 Northwest : West PERMITCENTER Southwest : REPORT Surface Area • 593.6 ft2 118.7 ft2 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. • 11/06/80 HOUSE'ID: LCH472 LI 0 00 (1) 11.1 I' wo U) 5 g 11 I- LI Z ‚-0 z D ujw i 'I 0 LA. /Ai Z WATTSUN 5.5B 'FILE: C: \ \WATTSUN5 \ \LCH472.WS Site: Homeowner: The PROPOSED design COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration .PROPOSED DESIGN COMPONENTS - Component Floor Glazing @8% Doors AG Wall` Ceiling Infiltration Struc Mass R19 vented Joist 16oc REFERENCE 612 10.03 a Analyst: Jurisdiction: Utility: House Floor Weather Climate 1994 WA STATE ENERGY CODE COMPLIANCE REPORT ±1 /06/80 Type: Single Family Area: 2968 ft2 Data: Seattle, WA Zone: 1 *COMPLIES* with 1994 WA State Energy Code. PROPOSED 459 Btu /hr -F 8.62 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U- 0.390 U -0.062 U -0.036 ACH -0.350 Description Value U -0.041 2g1 Wood /Vinyl <1/2 ", Clr U- 0.630' Metal 1 3/4 ", urethane flush +tb f! U -0.140 R19 STD Lap Wood ` U -0.062 R30 blown Attic STD baffled U -0.036 Standard Air Sealing ACH -0.350 Proposed UA Light Frame, Sheetrock walls M- 3.000 X Area 2968 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 HOUSE ID: LCH472 4 Area = UA 1306 53.5 445.2 289.4 100.0 39.0 2958 183.4 1306 47.0 26712ft3( 171.1) Reference UA 612 UA 1306 53.5 235.0 148.1 100.0 14.0 3168 196.4 1306 47.0 26712ft3 (171.1) 459 8904 COPYRIGHT 2001, SEGA ENGINEERS 'SIMPSON' HOLDOUJN 'SIMPSON' HOLDOWN STRAP PER PLAN OR MSTC40 MIN, EXTERIOR SHEATHING PER PLAN PER PLAN "4 BAR e 10" O.C. HORIZONTAL. r � s 111ZIWIEW1 r� v i � r � i i n � vi � 1 �i � r i 2' - I0" d 0E3!33 - r 20" - — 8 ".J LONG CLASSIC HOMES FOSTER HEIGHTS, LOTS I - 16 a 2x STUD. USE (2) STUDS AT HOLDOUJNS. 2x PT SILL w 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 43 ", AT 60" O.C. MIN. $4 BAR e 16" O.C. - VERITCAL 6' -m" MAX $4 BAR CONT. (TYP) 'CRIPPLE UJALL FRAMING AT FOUNDATION SCALE: NONE. SEGA Engineers /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (360) 886 -1017 • FAX 888 -1016 tl( yr , A} ile: mm Drawing# 1 T.C. SIZE T.C. CUT EIGH 2x4 WALL 2X6 LOADING: SPACING: rtUt3F COMP HEIGHT SIZE TYPE No.. MK TYPE SLOPE SPAN UVEKHANV REMARKS LEFT KIGHI PLAN NO. L -R 472 A L 40 Quad2000 11- STABILIZERS 4 Quad2000 10- ARS INSTALLED 1 1 68 Blocks 2x 4 Vent 22- 7/16" 10 Quad2000 14- GE LABOR LABOR TO SHEET GABLE 9 Quad2000 15- GE OSB SHEETS OF GABLE SHEATHING NEW 08-02-07 2914 ORDER DATE BID DATE DELIVERY DATE 11/17/00 JOB NO. PLAN NO. L -R 472 A L TRUSS DEPARTMENT � a �0�V� 'N C SHEET NO. I 2 LONG CLASSIC HOMES g 1624 PIONEER STREET L D ENUMCLAW, WA 98022 o (360) 802 -1880 PHONE: (425) 488 -1818 FAX: (425) 398 -3559 s LONG CLASSIC z P TUKWILA, CONTACT: PHONE: (360) 678 4022 PROJECT: FOSTER HEIGHTS BY: DELIVERY INSTRUCTIONS: SALES:WAYNE BRIGDEN Total Weight: 3521 OA Truss Height: 08 -02 -07 SPECIAL INSTRUCTIONS: TRUSS QUOTE /ORDER QUOTE #: B0110099 INVOICE #: CUST: LONGCLAS PO NO. TERMS ACCEPTED BY BUYER NAME: DELIVERY SUB -TOTAL NO SALES TAX GRAND TOTAL Included $2,914.00 $2,914.00 CIT YOFETUKWILA OCT 11 2001 PERMIT CENTER tOI 333/MD I -184 el. asi acl:; u,• a. �'t:.:�;a:;u..Yti:d,:';�•:sJ.i r >i,diyih5 n. ?a.°.? ,. ,sr U.,i N N N 0 0 i Woodinville Lumber inc. 15900 wood -red rd woodinville Telephone: 425 - 488 -1818 Fax: 425 - 398 -3559 Name: Address: Telephone: 20 -0 -0 40 -0 -0 7 -0 -0 LO CLASSIC Ob: 1 3 -0 -0 472A n 0 i 0 1,4 .4'i,; `u: a.“r i:•�, ":k's».'tf I�/+yaY�rt • 1 180110099 a "oo•invi e • ar ui OTHERS {h qI1 o. LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS russ T01 m -er, -1-6-0 1-6-0 3x4 = 20 19 1 TT0O Inv, e, russ type DUAL RIDGE GABLE 7-5-8 7 -5 -8 6.00172 7 -5 -8 7 -5 -8 2X4HFNo.2 2X4HFNo.2 2 X 4 HF Stud 'Except' 11 -14 2 X 3 SPF Stud /Std 2 X 4 SPF Stud /Std 18 1716 3x4 0 10-2-12 2 -9 -4 3x6 = 8 13 -9 -9 6 -4-1 s • ug U ty 1 13 -9 -9 3-6 -13 15 14 3x6 = WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality rnntrnt etnrano .Islh,en, srarttnn •n$ ncT.aa lns111., Cfanr4.n4 IlgR.310 Rrar{nn CnarN{ra•Inn I- IL 1 (optional) e n • us nes, nc. r, ' ov TT • ; 1 • I , , . 10 3x6 11 } 20 -5 -8 6 -7 -15 20 -5 -8 6 -7 -15 0 TES Weight: 88 lb 12 3x4 = SPACING 2 -0 -0 Plates increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.53 BC 0.32 WB 0.55 (Matrix) DEFL in (lac) 1/deft Vert(LL) - 0.0412 -14 >999 Vert(TL) - 0.0812 -14 >999 Horz(TL) 0.02 12 n/a 1st LC LL Min I /deft = 240 GRIP BRACING TOP CHORD Sheathed or 5 -10 -13 oc puriins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. (lb /size) 2= 291/7 -11 -0, 16= 379/7 -11 -0, 12= 641/0 -5 -8, 20= 138/7 -11 -0, 19= 96/7 -11 -0, 18= 36/7.11 -0, 17= 123/7 -11 -0 Max Horz2=- 43(load case 3) Max Uplift2=- 17(load case 5), 12=- 9(load case 5), 19=- 16(load case 5), 17=- 239(load case 2) Max Grav2= 291(load case 1), 16= 568(load case 2), 12= 641(load case 1), 20= 139(load case 6), 19= 96(load case 1), 18= 59(load case 2), 17= 123(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =41, 2 -3= -215, 3-4= -194, 4 -5= -193, 5 -6= -162, 6 -7= -225, 7 -8= -157, 8 -9= -157, 9 -10= -180, 10 -11= -250, 11 -12= -773, 12 -13 =42 BOT CHORD 2 -20 =152, 19 -20 =152, 18 -19 =152, 17 -18 =152, 16 -17 =152, 15 -16 =603, 14 -15 =603, 12 -14 =603 WEBS 16 -21= -510, 21 -22 =-497, 22 -23 =-493, 11 -23= -509, 11- 14 =85, 7- 21 = -29, 9- 22 = -9, 10- 23 =36, 3- 20 = -125, 4- 19 = -82, 5- 18 = -17, 6 -17= -226 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x3 M20 unless otherwise Indicated. 5) Gable studs spaced at 1-4.0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 2, 9 lb uplift at joint 12, 16 lb uplift at joint 19 and 239 lb uplift at joint 17. Continued on page 2 1 21 -11.8 1-6-0 Scale = 1:43.7 137 o• 185/144 EXPIRES 12/7/2001 u1VIW �11Mr� (425) 488.1816 4 ' ° l °p vv (425)-488-8773 Fax age S Z W Q � J U O 0 W 0 WI U ) W 0 N • � I I— al Z = I— 0 Z O • N O H WW • 0 — O W = O ff' Z C !Job , Truss B0110099 T01 DUAL RIDGE GABLE oo.invi e um.er, "oo invi e, NOTES 8) This truss has been designed with ANSI /TPI 1 - 1995 criteria. LOAD CASE(S) Standard I russ i ype ug WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members, The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storage. delivery. erection. and bracino. consult OST-88 Quality Standard. DSB-89 Bracino Soeclflcatlon. t. ON L LASS1C tional n•us ries, nc. n 1 ov • •'' 'age 0 iY 1 (ais) -4e .Lsl%•wi 1 pti."!C'.�. t+,vjN. �S,ii :Job 180110099 • russ T02 Woodinville Lumber, Woodinville, WA 9bU /2 ro • C Plate Ottsets (X,Y): LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 -1-6-0 , 1 -6 -0 5 -4 -10 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std LOAD CASE(S) Standard 5 - 4 - 10 russ ype ROOF TRUSS 6.00(7£ 3 SPACING 2 -0 -0 Plates Increase 1,15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 2x3 10 -2 -12 10 -2 -12 10 -2 -12 4-10-2 CSI TC 0.37 BC 0.86 WB 0.34 4.2U1 SN1 s REACTIONS (lb /size) 2= 851/0 -5 -8, 6= 851/0 -5 -8 Max Horz2=- 43(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -1131, 3-4= -803, 4 -5= -803, 5-6=-1131, 6 -7 =21 BOT CHORD 2 -8 =999, 6 -8 =999 WEBS 3 -8= -318, 4 -8 =397, 5 -8= -318 4x4 = 4 1 3 1 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality nnnlrnl •6n. •,n. riAii..nn• .,,4 no? on neo en (o Ilona') • I•I r • IP I, - 9 15-0-14 4-10-2 e n • us nes, nc. r! 1 ov 2x3 5 3x4 = 8 3x4 = 5x8 = 20 -5 -8 10 -2 -12 DEFL in (loc) 1 /deft Vert(LL) -0.29 2 -8 >817 Vert(TL) -0.45 2 -8 >535 Horz(TL) 0.04 6 n/a 1st LC LL Min 1 /deft = 240 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7,0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 20 -5 -8 5 -4-10 PLATES M20 Weight: 67 lb 1 GRIP BRACING TOP CHORD Sheathed or 4 -11 -12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 21 -11 -8 1-6-0 Scale = 1 :43,7 7 ,t�f C 185/144 EXPIRES 12/7/2001 � (425) 488.1819 � q ? * L4 (425) - 488.8773 Fax age 6 itii.7f1. •'3 :ii i; xaLi, { d'.t�tiea+4tu�,f , >et7.+ is: 86uU `t"rfElk"U4 k,' r7bXYr Was �`.tS) rJoo russ russ ype • y pl • 1 • B0110099 inn nt a T03 ,T a COMMON i 2 ( o "tional) LOADING TCLL TCDL BCLL BCDL (psi) 25.0 7.0 0.0 5.0 5 -8 -6 5 -8 -6 5 -8 -6 5 -8 -6 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 8 DF 1950F 1.7E WEBS 2 X 4 SPF Stud /Std "Except" 3-9 2 X 4 DF Stud, 2-9 2 X 3 SPF Stud/Std 4 -9 2 X 3 SPF Stud /Std LOAD CASES) Standard 1) Regular, Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 5=- 528.8, 1 -3= -64.0, 3 -6= -64.0 10 -2 -12 4 -6 -6 10 -2 -12 4-6 -6 Hate Onsets (X,Y): (1:0 3 9,0 - 2 - 0j , 15:0 3 9,0 - 2 - UJ, (9:0 5 0,0 - b - 4J REACTIONS (lb /size) 1= 5923/0 -5 -8, 5= 6043/0 -5 -8 Max Horz1=- 67(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -9812, 2 -3= -6946, 3-4= -6946, 4 -5= -9802, 5 -6 =50 BOT CHORD 1 -10 =8723, 9 -10 =8723, 8 -9 =8699, 7-8= 8699, 5-7 =8699 WEBS 2 -10 =2516, 3 -9 =5833, 4 -7 =2492, 2 -9= -2989, 4 -9= -2962 cv �R i s rug �w �uuu ivii i eK inaustries, Inc. I-ri Nov 10 15;29 :40 2000 F'age 1 4x6 11 3 14-9 -2 4-6 -6 14 -9 -2 4-6 -6 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer, The bracing requirements shown are for lateral stability of Individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality 20 -5 -8 5-8-6 20 -5-8 5 -8-6 SPACING 2 -0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code • UBC /ANSI95 CSI TC 0.63 BC 0.64 WB 0.98 (Matrix) DEFL in (loc) 1 /deft Vert(LL) -0.18 7 -9 >999 Vert(TL) -0.27 7 -9 >880 Horz(TL) 0.06 5 n/a 1st LC LL Min I /deft = 240 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 5) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 3 - 1 row at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc. PLATES M20 Weight: 211 lb GRIP BRACING TOP CHORD Sheathed or 3.4 -1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 1 21 -11 -8 1 -6 -0 Scale = 1:42.5 185/144 L EXPIRES 1217/2001 0VIW «W14 (425) 488-1818 4tQ� �� Ot (425)-488-8773 Fax t ?r "fi Y s4#i `ale: 1 i3 f :S1 k 4.a:A Job • russ 80110099 IT05 • • • • S IB . ►Too•invi a um•er, q(1 O LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 1 - 1 -6 -0 1 -6 -0 X VTO0. invi e, 6 -7 -10 6 -7 -10 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std russ ype ROOF TRUSS It • :I 6.00F£ 8 -8-0 8 -8-0 12 -8 -12 2x3 3 2x3 // 5 me Ail 10 3x4 = 6-1 -2 1 4x4 = 4 16 -9 -8 8 -1 -9 REACTIONS (lb /size) 2= 1036/0 -5 -8, 6= 1036/0 -5 -8 Max Horz2=- 52(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2- 3= -1465, 3-4= -1252, 4 -5 =- 1252, 5-6= -1465, 6 -7 =21 BOT CHORD 2 -10 =1297, 9 -10 =890, 8 -9 =890, 6-8 =1297 WEBS 3 -10= -331, 4 -10 =429, 4 -8 =429, 5 -8= -331 4 s •ug 1 18 -9 -14 6 -1 -2 9 8. 3x6 = 3x4 = 1 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an Individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper Incorporation of component Is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality (optional) i e n•us ties, nc. rl ' ov 25 -5-8 8 -8 -0 NOTES • 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard 25-5-8 6-7 -10 PLATES M20 Weight: 85 lb BRACING TOP CHORD Sheathed or 3 -11 -12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. age 26 -11 -> 1 -6 -0 Scale = 1:53.4 1 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 TC 0.59 BC 0.67 WB 0.37 DEFL in (lac) 1 /deft Vert(LL) -0.18 8 -10 >999 Vert(TL) -0.29 8 -10 >999 Horz(TL) 0.05 6 n/a 1st LC LL Min I /def) = 240 GRIP M 0 185/144 EXPIRES 12/7/2001 � _ As001 r " (425) -488-8773 Fax ::=; '.:+:dt !,:`.V ', +"uiKs�.�'yi Ys�i 4�`a1:iYir fdrrt .$i a, r. >•..._,, " ..." ith Atik(i F JoD - ' Truss 'B0110099 1 T06 LOADING TOLL TCDL BCLL BCDL LUMBER TOP CHORD BOT CHORD WEBS OTHERS (Psi) 25.0 7.0 0.0 5.0 f l-6.9 6 -8 -9 1 -6 -0 LOAD CASE(S) Standard 6 -8 -9 6.00 r1'T' 8 -9 -4 8 -9-4 2X4HFNo.2 2X4HFNo.2 2 X 3 SPF Stud /Std *Except' 4-16 2 X 4 HF No.2 2 X 4 SPF Stud /Std • DUAL RIDGE GABLE 12 -10 -11 6 -2 -2 3x4 = Qty 1 4 -3 -0 19-0-13 1-4-5 4 -9 -13 3x6 = 3x8 �5 4 17 -0-2 8-2 -13 18 17 3x6 = 3x4 = F'ly i LUNG CLASSIC 1 f (optional) l e n•us rtes, nc. n 'ov 25 -5 -8 8 -5 -6 25-5-8 6 -4 -11 REACTIONS (lb /size) 2= 1063/0 -5 -8, 16= 1008/3 -5 -8, 14= 227/3 -5 -8 Max Horz2= 57(load case 4) Max Grav2= 1063(load case 1), 16= 1008(load case 1), 14= 247(Ioad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =42, 2 -3= -1670, 3-4= -1446, 4 -5= -259, 5 -6= -176, 6 -7= -248, 7 -8= -281, 8 -9= -268, 9 -10= -213, 10 -11= -261, 11 -12= -260, 12 -13= -334, 13 -14= -239, 14 -15 =41 BOT CHORD 2 -19 =1403, 18 -19 =947, 17 -18 =947, 16 -17 =1351, 14 -16 =203 WEBS 4 -21= -1086, 21 -28= -1055, 27 -28= -1064, 20- 27= -1153, 20 -25= -1188, 24- 25= -1281, 23 -24= -1268, 22- 23= -1306, 16 -22= -1275, 3 -19= -368, 17 -20 =-328, 4 -19 =483, 4 -17 =423, 6- 21 =69, 13 -16= -368, 12- 22 =71, 11- 23 = -86, 10- 24 =30, 9 -25= -209, 8 -27= -200, 7- 28 = -21 BRACING TOP CHORD Sheathed or 3 -11 -10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 1 Brace at midpt 4 -16 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x3 M20 unless otherwise Indicated. 5) Gable studs spaced at 1-4 -0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 7) This truss has been designed with ANSI /TPI 1 -1995 criteria. WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be Installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality ..nnernl cenrana tislluom a areinn anti hrarinn rang' ORT-AR Onallty Standard. DSR419 Rranina Sneclflcatlon. a } 28-6 -0 30 -0 -0 3x8 = t 3-0-8 1 -6 -0 Weight: 122 lb 28 -6 -0 3 -0-8 PLATES M20 Scale: 3/16 " =1' SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina NO Code UBC /ANSI95 CSI TC 0.52 BC 0.49 WB 0.68 (Matrix) DEFL in (lac) 1/deft Vert(LL) -0.14 2 -19 >999 Vert(TL) -0.24 2 -19 >999 Horz(TL) 0.06 14 n/a 1st LC LL Min 1 /deft = 240 GRIP 185/144 ,o0v— `4 (425) (425)-48 488.1818 F 5) - 4873 Fax gait Z W ce O 0 co w W I W LL W 0 g J =W H Z � 1-0 Z H W • W U a 0 F- ♦— H = 0 Z 'Job _ Itruss 1 E10110099 ITV Woodinville Lumber, Woodinville, WA 9B0/2 T 12 LOADING (psf) TCLL 25.0 TCOL 7,0 BCLL 0.0 BCDL 5.0 1 1 -6 -0 1-6-0 7 -4 -12 7-4-12 truss , ROOF TRUSS 14 -3 -0 6 -10-4 4.201 SRI s • ug 4x4 = 4 City 4 1 21 -1 -4 6 -10 -4 Plate Offsets (XY): (Z:0 - 1 - 12,0 - 0 - 2), 16.0 9 -8 -2 9 -8 -2 1 18 -9 -14 9 -1 -11 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std *Except* 4 -10 2 X 4 SPF Stud /Std, 4 -8 2 X 4 SPF Stud /Std REACTIONS (lb /size) 2= 1148/0 -5 -8, 6= 1148/0 -5 -8 Max Horz2=- 57(Ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -1651, 3-4= -1410, 4 -5 =- 1410, 5-6= -1651, 6 -7 =21 SOT CHORD 2 -10 =1463, 9 -10 =1001, 8 -9 =1001, 6-8 =1463 WEBS 3 -10= -375, 4 -10 =485, 4- 8=485, 5 -8= -375 SPACING 2 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANS195 TC 0.76 BC 0.83 WB 0.30 DEFL in (loc) 1/deft Vert(LL) -0.27 8 -10 >999 Vert(TL) -0.43 8 -10 >780 Horz(TL) 0.06 6 n/a 1st LC LL Min i /deft = 240 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-86 Quality Standard, DSB-89 Bracing Specification, t{},cYr." • •I II r . I.. ' LLASSIC (optional) e n•us ries, nc. n 1 ov 28 -6 -0 9 -8 -2 28-6-0 7-4-12 PLATES M20 Weight: 100 lb GRIP BRACING TOP CHORD Sheathed or 3 -2 -10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. y , age 1 -6 -0 Scale = 1:59,3 185/144 I EXPIRES 12/7/2001 1 st°�� 1 4 (4 8 8.877 9 Fax / LOADING (psf) TOLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 -1 -6 -0 1-6-0 LOAD CASE(S) Standard 5 -3 -4 5 -3 -4 10 -0-0 10 -0 -0 10 -0-0 4-8-12 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std REACTIONS (lb /size) 2= 834/0 -5 -8, 6= 834/0 -5 -8 Max Horz2= 42(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -1104, 3-4= -784, 4 -5= -784, 5 -6= -1104, 6 -7 =21 BOT CHORD 2 -8 =974, 6 -8 =974 WEBS 3 -8= -310, 4 -8 =388, 5 -8= -310 4x4 4 3x8 s 14 -8 -12 4 -8 -12 WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storage. delivery. erection. and bracing. consult QST-88 Quality Standard, DSB-89 Bracing Specification, 20 -0 -0 10 - 0 - 0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria, 20 -0 -0 5 -3 -4 PLATES M20 Weight: 66 lb BRACING TOP CHORD Sheathed or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. , 21 -6 -0 1-6-0 Scale = 1:42.8 SPACING 2 -0 -0 Plates increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.35 BC 0.82 WB 0,33 DEFL In (loc) I /deft Vert(LL) -0.27 6 -8 >877 Vert(TL) -0.41 6 -8 >574 Horz(TL) 0.03 6 n/a 1st LC LL Min i /defl = 240 GRIP 185/144 'EXPIRES 12/7/2001 V ►VItLL� Ltilyt�4 ( 425) 488.1818 1' yip me (425) - 488.877 JAL 71iiSN ' Plate Offsets (X,Y): Lb :0- 0 -0,0 -1 -121, j6:0- 4- 2,tdge LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 25.0 Plates Increase 1,15 TC 0.35 Vert(LL) •0.27 2 -7 >865 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.41 2 -7 >567 BCLL 0,0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 6 n/a BCDL 5.0 Code UBC /ANS195 1st LC LL Min 1 /deft = 240 Weight: 64 lb Job - i russ 180110099 IT10S .. TV IT •:S • • 1II tit V 5 oo•1nv1 e um r, o -1nv1 e, 1 -6 -0 1 -6 -0 p Truss t ype ROOF TRUSS 5 -3 -4 5 -3 -4 10 -0-0 10 -0-0 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std WEDGE Right: 2 X 4 HF No.2 REACTIONS (lb /size) 6= 711 /Mechanical, 2= 822/0 -5 -8 Max Horz2= 61(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -1079, 3-4= -759, 4 -5= -759, 5 -6= -1049 BOT CHORD 2 -7 =953, 6 -7 =912 WEBS 3 -7= -310, 4 -7 =365, 5 -7= -264 10 - 0 - 0 4-8 -12 4 s ' ug 4x4 = Q ty 4 14 -8 -12 4-8 -12 Ply 1 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground le psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Table No. 16 -B, UBC -94. 4) Refer to girder(s) for truss to truss connections. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design Is based only upon the parameters shown, and is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storaoe, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, I LLNG GLASSIC (optional) e n.us rtes, nc. n Gov 19-6 -8 9 -6 -8 19.6 -8 29 -9 -0 4-9 -12 0-5-8 vel, using 7.0 occupancy US C/ANSI95 to wind. The loads per 20 -0 -0 0 -5 -8 U, BRACING TOP CHORD Sheathed or 5 -1 -9 oc puriins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. age Scale = 1 :54.3 EXPIRES 12/7/2001 44174—'4g$11111311.1111,14411411* (425)488-8773 Fax W : • JU 00 to 0 WI CO LL: W0 J • Q to m I Ili Z � H 0 Z H' Lu W Q , W • W u" O Ill Z U N O ~ Z iJob Truss 19011009E T11 oo•tnvl e um•er, LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 ""oo•Invi e, i russ l ype LUMBER • TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF 1650F 1.5E WEBS • 2 X 4 SPF Stud /Std *Except' 3 -5 2 X 3 SPF Stud /Std ROOF TRUSS n 1v •: 0 V III . I III - -1 -6 -0 1-6 -0 REACTIONS (lb /size) 5= 356 /Mechanical, 2= 467/0 -5-8 Max Horz2= 199(load case 4) Max UpliftS=- 26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -330, 3 -4 = -0, 4 -5= -155 BOT CHORD 2 -5 =292 WEBS 3 -5= -329 5 -2 -0 5 -2 -0 s ug i 10 -0 -0 10 -0 -0 Uty 2 t'ly 1 1 LUNG CLASSIC,; optional e n•us 10 -0 -0 4-10 -0 WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design Is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control. storage. delivery. erection. and bracina. consult OST-86 Quality Standard, DSB-89 Bracing Spaciflcation, ries, nc. n 1ov 2x3 II 4 SPACING 2 - - Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANS195 T CSI 0.35 BC 0.56 WB 0.29 DEFL in (loc) i /defl Vert(LL) -0.42 2 -5 >274 Vert(TL) -0.63 2 -5 >183 Horz(TL) 0.00 5 n/a 1st LC LL Mini/den= 240 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 5. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard PLATES M20 Weight: 36 lb Scale = 1 :36.2 GRIP 185/144 BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. EXPIRES 12/7/2001 age U►W� Mo (425) 488.1818 . „ 1 00011 111 1 4 (425)488.877 hSYd ;$/vi die." t, Ki a"XFA4 r' Z 4 ce 6 W U O w 0 W = J I— (0 W O j W ?. 5'a = W = z �. z o U.1 uj • 0 O - • H W W H i= u O W U= O~ Z Jot:. ; Truss • 00110095 oo•Invi e um•er, LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 T13 -1 -6 -0 1-6-0 VYoo•mvi e, LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std LOAD CASE(S) Standard Icuss t ROOF TRUSS 6 -6 -0 6 -6 -0 6 -6 -0 6 -6-0 REACTIONS (Ib /size) 2= 575/0 -5 -8, 4= 575/0 -5 -8 Max Horz2=- 29(load case 3) Max Uplift2=- 12(load case 5), 4=- 12(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -499, 3-4 =-499, 4 -5 =21 BOT CHORD 2 -6 =442, 4 -6 =442 WEBS 3 -6 =63 3 4x4 = 2x3 II s ' ug Qty 3 Hy 1 TT ft • :1 • 1 • 111 V WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. This design is based only upon the parameters shown, and Is for an individual building component to be installed and loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-8e Quality Standard, DSB-89 Bracing Specification, L.Ji�1Ca LLAbbIL (optional) e n•us ties, nc. n 'ov 13 -0 -0 6 -6 -0 13 -0 -0 6-6-0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 Ib uplift at joint 2 and 12 Ib uplift at joint 4. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. O YES Weight: 39 Ib ream 7 7arnn 14-6-0 1 -6 -0 Scale = 1 :29.2 SPACING 2 - 0 - 0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC /ANSI95 CSI TC 0.62 BC 0.34 WB 0.15 DEFL Vert(LL) -0. Vert(TL) -0. Horz(TL) 0. 1st LC LL Min In (loc) 1/deft 04 2 -6 >999 07 2 -6 >999 01 4 n/a I /defl = 240 GRIP BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 185/144 EXPIRES 12/7/2001 -dp 0V1tLL11 �W1� (425) 488- .1818 4V' 11110 i (425)-488-8773 Fax age .iJd7 i!lt�ti'e its w:6i %tan; � k i 00§1%;iviv ts`Xi14t�i` a�f January 2, 2002 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Attention: Ms. Joanna Spencer, Development Engineer Dear Ms. Spencer: Geotechnical Review — Lot 10 Proposed Foster Heights Subdivision Residences South 146 Street and 51` Avenue South Tukwila, Washington Drawing PH -10 Site, Utility, and Drainage Plan Foster Heights, Lot 10 Ear in Consultants Inc. Geolcchnicnl Engineers. Geologists & Environmental Scientists E -9920 FILE .- - :COPY f �nrtor�t„t. ' V. - — "N. - , C7 Reference: Geotechnical Evaluation for Proposed 16 -Lot Foster Heights Plat Development Geospectrum Consultants, Inc., dated February 10, 1998 rc'y- is are RECEIVED CITY OF TUKWII_a. JAN 0 7 2002 PERMIT CENTEi, In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the referenced geotechnical engineering study and drainage plan for Lot 10. At the request of Long Classic Homes, ECI has assumed the role of geotechnical engineer of record for the project. Based on our review, ECI is in agreement with the geotechnical and drainage recommendations for Lot 10. RECEIVED IVE . JAN 0 4 2002 TUKW1LA PUBLIC WORKS 1805 - 136th Place N,E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 I7O'43 z i ce . w c4 2 6 00 J � w o J Li. Q = � w z � ▪ o. z �-: w o = • F w w . • 0 . . H I.. o '' z City of Tukwila January 2, 2002 Project Manager RAC /jme cc: Long Classic Homes Attention: Mr. Doug Pulley Earth Consultants, Inc. E -9920 Page 2 We trust this information meets the geotechnical plan review requirements for Lot 10. If additional information is required, please call. Respectfully submitted, libIANTS, INC. Job No.: 00- Location: L --16, oster Heights T - , Washington Copyright 2000, SEGA Engineers STRUCTURAL CALCULATIONS FOR THE LONG CLASSIC HOMES RESIDENTIAL PROJECT Plan No. 472 with Basement January 5, 2001 CITY ILA OCT 1 1 2001 PERMIT CENTER b0 fr333/MO ie4 SEGA Engineers /Structural & Civil Consulting Engineers 22928 SE 312i ST (360) 886 -1017 Black Diamond, WA 98010 ce 6 JU U LLJ 0 W z: W Oy g u_ a co _ :: z �. F-a z 11J uj. n a; U N. o 2 0: �' O, li •Z • N' O . Z SCOPE OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members, and drawing red -lines for a two story wood framed single family residence. The roof framing is primarily manufactured trusses, the floor framing is wood Hoists, and the foundation is typical concrete strip footings with a daylight basement. The use of these calculations is limited to a single subdivision referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE SEGA Engineers 1 ,4,1, .,.. SEGA Engineers / /Structural & Civil Consulting Engineers 22928 SE 312 ST Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) 3.5 psf 1 /2' OSB 1.8 2 x @ 24" 3.5 Insulation 1.1 5 /8" GWB 2.8 Misc. 1.5 14.2 psf LL WALLS DL Copyright 2000, SEGA Engineers Total Roof Load Total Floor Load Total Deck Load (360) 886 -1017 Snow 25 psf Reduction, Rs -0.82 psf 6/12 pitch = 27 deg Flooring 0.5 psf 3 /4" Plywood 2.3 11 TJ I @ 16" oc 2.8 5/8" GWB 2.8 Misc. 1.5 9.9 psf Residential 40 psf 2 x Decking 2x10 @16 "oc Misc Residential 40 psf ' Siding 1 /2' Plywood 2x6 @16 "oc Insul 1 /2' GWB 4.3 psf 2.8 1.5 8.6 V'\#472 3.0 1.5 psf 1.7 0.6 2.2 Job No. 00 - 082 By: GAT Checked Date: 11 /28/00 Sht 1 of 38.4 psf 49.9 psf 48.6 psf (115% Load Duration) 9.0 psf YONG C4 111 JU U O co W =1 J F- co u _ w O J cn = a I-- al Z H O Z I—. w U O U C) I— ww Z F- : LL O ; w Z. U = -. O • H: Z . ' SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. 0 0 _ p 61 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY A-wt i.J G - appxe 13EAm GrA- iZAtae A.AtArtAgi 1 ,rr . (.4)L D i sss, ?Lc- i' C zyS gSc p/r L G4 4.47E ' 8 V= ( °)(0. -e - A) = 4 / ,/S 3 ,-P` • _ 6.4k L , ge/>i) l 3 9 3 x / 730.4-141 L.F. / 73 r Copyright 2000. SEGA Engineers -- - _/ ( o;s /A) ( z 1/ = (&- )C0.5") -Km) ._ _ - g 4 K = d s (0.71 K %) ( ��) - Ito4 5.)‘ Zol r &if k_sti = !r DATE "fa, SHEET .OF Dkc- FIGURED BY £ 4 r :6 Co ' W= . u. • W O. g t - Z � Z H, ILI La U � •:O N WW � rz . Ili U = O F- ' Z kf ' SEGA Engineers / PROJECT G / Structural & Civil Consulting Engineers �7 �- "� �SrvTf JOB NO. 00 ^ CS C FIGURED BY - 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE 1/ `x /0/ SHEET % OF �N11r� i- - FtanlL- 13wi Q_ 135nr r C # rn.ic..FA /0 /Ay- ( I4- 4 /vY.S ys,c) z = H ` 11.Z'`'' /01)Z ✓ = l4L'(:. Copyright 2000, SEGA Engineers 42.. pc.f ) 3 acr w - (j i ) C5 ) -� z it= (I''(,-5'Y �►� Q .- L L v . .. C9 ' S �� ¢ -14/rr / - 1 .// /3h 7 t` e -CM I "1 0r-r W 18 (T n kz 1.P V " 1 ,L i e/Pr 7 1� '0 ► 4st 14- "Y/01)' h2.da S c7 3 L k JO -3 k #,J 04c. s %a - co - - 61-P 3 Y >ti% i'S oc 4 6_ O 0: (0 0 w= CO s w g J N • w Z �. � o w ~'. 2 0 F. w w ui co ; z c a • SEGA Engineers ' /Structural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 LATERAL LOADS - SEISMIC WIND For W: Maximum Base Shear, V = 2.5 C I W R where, Ca = 0.36 Zone 3, So, Table 16 -Q . I = 1 Table 16 -K R = 5.5 Table 16 -N W = Seismic Weight Therefore, Design Base Shear , V = ( .164) (99 kip) = 16.2 kip E = (1.00) (16 kip) = 11.6 kip 1.4 Project LCH /7. w/ Bsmt Job No. 00 -081 By: GAT Checked Date: 01/04/01 Sht. 4 Sect. 1630 Eq. 30 -5 Wroof (40ft) (43ft) (16psf)+ (2) (40ft+ 43ft) (4.0ft) (9psf) = 33 kips Wnoor= (40ft ) (41ft) (16psf)+ (2) (40ft+ 41 ft) (8.Oft) (9psf) = 38 kips Wnoor= (40ft) (28ft) (16psf)+ (2) (40ft+ 28ft) (8.Oft) (9psf) = 28 kips W total = 99 kips Eq. 30 -1, Sect. 1630.1.1 Design Wind Pressure, p = C C q I Eq. 20 -1, Sect. 1620 where, C = 0.62 0 -15 ft Exposure B Table 16 -G = 0.67 20 ft = 0.72 25 ft = 0.76 30 ft = 0.84 40 ft C = 1.3 Method 2 Table 16 -H q = 16.4 psf 80 mph Figure 16 -1 =1 P0-15 ( 0.62) (1.3) (16.4 psf) (1) = 13.22 psf P20 = ( 0.67) (1.3) (16.4 psf) (1) = 14.28 psf P25 = ( 0.72) (1.3) (16.4 psf) (1) = 15.35 psf P30 = ( 0.76) (1.3) (16.4 psf) (1) = 16.20 psf P40 = ( 0.84) (1.3) (16.4 psf) (1) = 17.91 psf Design Base Shear: (Wind) Vfrb (40ft) (10ft) (13.2psf) + (40ft) (5ft) (14.3psf) + (40ft) (5ft) (15.4psf) + (40ft) (5ft) (16.2psf) + (40 ft ) (4 ft ) (17.9 psf) = 17.3 kips V (48ft ) (10ft) (13.2psf) + (38ft) (5ft) (14.3psf) + (28ft) (5ft ) (15.4 psf) + (10 ft) (4 ft) (16.2 psf) = 11.9 kips Wind Loads Govern for Lateral Design - Each Way Copyright 2001, SEGA Engineers it ll A211174V 4' LWIa.' 12tY .tt�{` }i$h"'ll�!$11nNe omitiR�44:ifglighr,. SEGA Engineers PROJECT / Structural & Civil Consulting Engineers SA -10%z_ \A-14tA._ s, &rJ Copyright 2000, SEGA Engineers Q 4 It 1-CM -1z_ 3Svpir JOB NO. 00 .09t FIGURED BY 22928 SE 312th ST • Black Diamond, Washington 98010 11 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE 1 SHEET( OF „ SNEAK_ WALL it (111 (A/6 - ) r 3 U = 3973 } (ti(2.10 40,54# Zs t t 3 4s4+ col: 3 4 , .rt Z' 01 ..Y ears,'; ttl+, �,- k .axraas',':.t�i':;r�4�1+'�rt.ix m .•. a' r. " «..M'?: +,«`c.:f:�„�;i,t; ` SEGA Engineers / Structural & Civil Consulting Engineers SHE_ W4 LA__ 1s) C (-ST) PROJECT JOB NO. oa- 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY 4 - 3 (130,.,G,s <hvt op ep-) - v\_20izSr C#Si ) ' VR = `4X41X (. /1pZf /7 )1 C 1(z')(i3s ) (Ct.S' i / 0 , 5 1 = 2 . 1 fr = Z(DS3 t = e,?` V + ( *a 3'K /S3f' + (51)(),4z5 ) )-( y 4 SI 10 4- 3 ) = Z',S - 4 a tz# _ ; - . Fiaxe 437_ +- C ) (- /3 t ) .= &14%,, 7.460/A--r- Copyright 2000, SEGA Engineers 4t L t44 4,t_ -' 4- C AL. €v, 4 ' V =- 460 3p- 7 - 0 /10- z � • 34 t5u L Lc-1/ � el7z. fir i-(.I)() 14- ZoS = z„ S3 71 c' y 'Z! lt r [>, (14.jC3 (s')(l3,e(4c � FIGURED BY .7 DATE / SHEETu OF 7) .;y ° °;r.'�J;(i.`swc:ufd7 U.t �x4Ju+�tr.�:,: iii3�7: nxay1 j✓ �u .e:Jis+i:- i�.+:�I.i.iN+;��Caui: oit'f: ' akk' k tM 14.1.41' 5Lv' i�vfk�� .+dn,.?i.;i:✓F.as:2;vi..li.T � i SEGA Engineers / Structural & Civil Consulting Engineers (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY Sri \ s (-ELEV. F1 _ —(4.) � Z. /.T?"3 c PJr S CI4r Z' J: = S� #/ &.5' t- ( )( /o /3rzz '') = I�I P t " " LiS I S it7r.--.."- Z d\ L� 1)1i .tin Zlfz ,Fr Copyright 2000, SEGA Engineers Z97 LS€- 1.1 T • PROJECT JOB NO. 4 , 0 . o g t i FIGURED BY U 22928 SE 312th ST • Black Diamond, Washington 98010 DATE 1I2�� SHEETti OF f �) • C a • �70 Z L SEGA Engineers / Structural & Civil Consulting Engineers (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY Sri \ s (-ELEV. F1 _ —(4.) � Z. /.T?"3 c PJr S CI4r Z' J: = S� #/ &.5' t- ( )( /o /3rzz '') = I�I P t " " LiS I S it7r.--.."- Z d\ L� 1)1i .tin Zlfz ,Fr Copyright 2000, SEGA Engineers Z97 LS€- 1.1 T • PROJECT JOB NO. 4 , 0 . o g t i FIGURED BY U 22928 SE 312th ST • Black Diamond, Washington 98010 DATE 1I2�� SHEETti OF f �) • C • SEGA Engineers / / Structural & Civil Consulting Engineers 14;:r Copyright 2000, SEGA Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 WALC - Pfs) t.7.4 Ceeq.177 opm 1 ti 4 ) FC-vog z6 )00 • /73 i .3173 / Tie . , . LS}EAir- ..144LL_ 5 7' 1 6 , CgLev, ''. g°Cf: • I/ -17 t)(5 4 )05■3SP F. 4- C4)(5 ) )() 4g -l' i ---- 7,) - F7C.* 1-17. - 776 t 1 7. 181 / 1(e).-7c - - 3507g- / = 2 ' • : PROJECT L JOB NO. 00.-. 09 I FIGURED BY 64 CHECKED BY DATE I lit /k SHEET S OF N--- pt../E- DL 4' 0 - • - • • • _ ^ - • - • - • - • • ■ • . ,40,,,j•%•,'„,t4P:;:.`viw.A.■:'•434VV:it•••404t, • Copyright 2000, SEGA Engineers • SEC A Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. 0 — 0 8 1 0 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY SE NALL ?L k,J 3 0", o . 4- - - . );;oto F-1?) ar e ,; 0 ;vp') L e4 4.iz 1 aswir FIGURED BY 4.'r DAT % / SHEETT OF 1 1�r tixuiCGiti aitti'.�:'. :,Stiti�,i�iita l' 51?r.'Jdu'an"."i sfnf 44 'pb'i,8'e2. ' A t�'Va kor. .4A t{4fif ii;i4f?44;,i ito ': ti'!FJ y: ^ab1'i�n +�izkviv'knt. /16A4., 2�T Mark Minimum Sheathing (1) Sheathing Nailing (1) Sole Plate Nailing Anchor Bolts (3) Remarks IA A A A Min. 3 /8" T1 -11 or OSB 6d @ 6" o.c. 16d @ 8 "o.c. 5 43 " @ 60" o.c. Q = 195 plf Min. 3 I8 " T1 -11 or OSB 6d @ 4" o.c. N/A 5 /8 @ 48" o.c. Q all = 295 plf 1 /2" OSB or CDX 8d @ 4" o.c. N/A 5 /8" @ 32" o.c. Q = 350 plf 1 /2" OSB 8d @ 2" o.c. N/A 5 /8 ' @ 16" o.c. Q = 600 plf . or CDX Use 3x studs at panel edges and stagger nails. SHEAR WALL SCHEDULE Notes: 1) All walls designated "1>" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per UBC Table 23- II -B -1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be minimum 2" x 2" x 3 / 16 ". 4) See NER -272 for alterante nailing / staples. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. yo 9 10/25/2002 15 :28 4253472419 To: Whom it May Concern From: Dave Walker (GM) CC: Date: 10/25/2002 Re: Certificate of T empered Safety Glass I hereby Certify that all Glass Installed at the following location, as part or a shower enclosure assembly or deck railing system is tempered safety glass, and meets all specifications for tempered safety glass. Occasionally tempered logos can be very light and /or hidden by glazing materials. RECEIVED OCT 2 8 2002 BUILDING DEPARTMENT Location: 1 ,/t5 S Signature: 12902 Hwy 99 S. Everett, WA 98204, 425- 347 -1477. Fax 425- 347 -2419 Faster and Better Since 1956 • Page 1 AAA KARTAK GLASS,INC Date /e .9 _.._ Dave Walker, General Manager, Kartak Glass Inc. PAGE 05 April 18, 2002 E -9920 Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley Subject: Dear Mr. Pulley: In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its use on several of our commercial projects. The additive is produced by Cadman, and is intended as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. We trust this information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen Vapor Barrier Building Slab -On -Grade Foster Heights Subdivision Tukwila, Washington `EXPIRES'? /701/ Ups- Earth Consultants Inc. Geotechnical Engineers. Geologists & Environmental Scientists DUt-05U poi -0 5 I Do I OS D01 - OLD .Doi b Pot -NI DOl -13). Doi 133 Dot 134 Doi 333 {; Dot-33L Dot .DOt - 336 DOt -339 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 1 a te a , JU 00 t (0 C W = -.1 0 � I z � F- o z I. LLI U� 0— • F– w • w o w co 0 c Letter of TransmittaFcr APR 2 3 2002 TO: Long Classic Homes DE ommui viry W, + 1624 Pioneer Street Enumclaw, Washington 98022 ATTENTION: Mr. Doug Pulley ® Per Your Request cc: 1. City of Tukwila 2. 3. 4. REMARKS: If you have any questions please call our office. I Earth �onSultants Inc. Gcotcchnical Engineers, Geologists& Environmental Scientists 1805 - 136 Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 Toll Free: 1- 888 - 739 -6670 DATE: April 18, 2002 JOB NO.: E -9920 PROJECT: Foster Heights Subdivision WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results Copies • 2 Date 4/18/02 Description Vapor Building Letter THESE ARE TRANSMITTED FOR YOUR: ® Information ❑ Files ® Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑ ATTN. Mr. Dave Larson ATTN. ATTN. ATTN. BY Keri Bate Thank you! Letter of Transmittal TO: City of Tukwila cc: 2. 3. 4. ' j� c R s a ktiir P colob luivit Y Op iwpiv r Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 ATTENTION: Mr. James Dunaway REMARKS: If you have any questions please call our office.. 1. Long Classic Homes ATTN. Earth consultants Inc. Geotechnlcal Engineers. Geologists& Environmental Scientists 1805 - 136 Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 Toll Free: 1- 888 - 739 -6670 DATE: March 3, 2002 JOB NO.: E -9920 PROJECT: Lots 10, 11, 13, 14 and 16 Z01.- WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results ❑ Per Your Request Copies Date Description 2 4/3/02 Slab Drainage Layer - Revised THESE ARE TRANSMITTED FOR YOUR: ❑ Information ❑ Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑ ATTN. Mr. Doug Pulley ATTN. ATTN. BY Keri Bate Thank you! .Itwieb:i ;,vati Z w re 2 6 0 0 CO J F CO W w LL co Z Cy 1- Z = O Z ui w 0 N w IL O .. w U =, 0 F Z April 2, 2002 Revised April 3, 2002 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Mr. James Dunaway Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Dear Mr. Dunaway: Drawing Details Site, Utility, and Drainage Plan Foster Heights Subject: Slab Drainage Layer - Revised Lots 10, 11, 13, 14, and 16 South 146 Street and 51s Avenue South Tukwila, Washington Earth Consultants Inc. Geotechnical Engineers, Geologists & Environment, Scientists E -9920 In accordance with the request Long Classic Homes, an Earth Consultants, Inc. (ECI) engineer visited the site on April 2, 2002 to observe the subgrade preparation and proposed materials for the slab -on- grade. The structural fill material being used to construct the subgrade for the slab -on -grade consists of 1-1/4 inch crushed recycled concrete. The thickness of the recycled concrete fill varies depending on the grade change within the footprint of the building foundation. Typically, the thickness is ranging between one and three feet. Underlying the crushed recycled concrete, the contractor has placed a twelve (12) inch thick layer of four (4) inch to six (6) inch recycled spalls. In our opinion, the use of the recycled concrete will provide more than adequate structural support for the slab. 1805 - 136th Place N,E,, Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 byt,i: 6..4., Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager tFXPIPr =^ 7 ' 2c j z 1 RAC /jme cc: Long Classic Homes Attention: Mr. Doug Pulley Earth Consultants, Inc. oz City of Tukwila April 2, 2002 E -9920 Revised April 3, 2002 Page 2 In our opinion, the use of the recycled concrete is an acceptable method for preparing the slab subgrade, and can be used in lieu of the free draining gravel indicated on the approved drawings. Given the site conditions observed, the perimeter drain system will serve to intercept groundwater before entering the slab subgrade area. ECI will continue to observe site conditions for each individual lot, and provide modifications to our drainage recommendations, if necessary. We trust this information meets the City of Tukwila building inspection requirements for the drainage system and slab -on -grade preparation. If additional information is required, please call. r Dear Mr. Dunaway: Attention: Mr. James Dunaway City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Slab Drainage Layer - Revised Lots 10, 11, 13, 14, and 16 South 146 Street and 51' Avenue South Tukwila, Washington Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Drawing Details Site, Utility, and Drainage Plan Foster Heights Earth Consultants Inc. Geotechnical Engineers. Geologists & Environmental Scientists April 2, 2002 Revised April 3, 2002 E -9920 In accordance with the request Long Classic Homes, an Earth Consultants, Inc. (ECI) engineer visited the site on April 2, 2002 to observe the subgrade preparation and proposed materials for the slab -on- grade. The structural fill material being used to construct the subgrade for the slab -on -grade consists of 1-1/4 inch crushed recycled concrete. The thickness of the recycled concrete fill varies depending on the grade change within the footprint of the building foundation. Typically, the thickness is ranging between one and three feet. Underlying the crushed recycled concrete, the contractor has placed a twelve (12) inch thick layer of four (4) inch to six (6) inch recycled spalls. In our opinion, the use of the recycled concrete will provide more than adequate structural support for the slab. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 .- .nr«�.wt1�,�Y+CEN;X4'p. MUY 'OWN .k s�R i.''m.' 011 .+: 11 uC V, '1 4 RJ L' Respectfully submitted, Raymond A. Coglas, P.E. Project Manager RAC /jrne City of Tukwila April 2, 2002 E -9920 Revised April 3, 2002 Page 2 In our opinion, the use of the recycled concrete is an acceptable method for preparing the slab subgrade, and can be used in lieu of the free draining gravel indicated on the approved drawings. Given the site conditions observed, the perimeter drain system will serve to intercept groundwater before entering the slab subgrade area. ECI will continue to observe site conditions for each individual lot, and provide modifications to our drainage recommendations, if necessary. We trust this information meets the City of Tukwila building inspection requirements for the drainage system and slab -on -grade preparation. If additional information is required, please call. EARTH CONSULTANTS, INC. cc: Long Classic Homes Attention: Mr. Doug Pulley FXPIpr.. 7 1 2ct z.00...4_ 1 Earth Consultants, Inc. ail O Z. ^<SEkti35 ?RaXik±:rawYx+n :.4a. t✓ i ;�.:,�,:..:,`:'.:i.�,z';�.�,'', SEGA Engineers Structural & Civil Consulting Engineers March 21, 2002 To: Building Inspector ' City of Tukwila From: Greg Thesenvitz, • P Principal RECEIVED MAR 2 .r 'OOZ D EPARTMENT SECA ENGINEER' c-� Er .,n : ,-1 - t ' f t { r 26' 3 1 EXPI ES 31i.1l �1 a r • ` G.V y - �.1 ' e: Long CIa . is Homes Residential Project. Plan 472. Lot 10, Foster Heights. Please address any questions to SEGA Engineers. 136361016 ,Do/ -3 33 SEGA Engineers has provided structural engineering including structural details for the subject project. The detail for the basement foundation wall shows #5 bar @ 10" o.c. vertical for a maximum height wall of 9 feet. If the maximum height of the wall Is limited to 8 feet, it is acceptable to use #4 bar @ 10" o.c. vertical. Where bars have been installed at 16" o.c. and the uneven backfill is at full height (i.e. at garage), add #4 vertical bars so that the spacing is at 8" o.c. Extend the bars from top of footing and tie to top horizontal reinforcing. 22928 SE 312 ST • Black Diamond, Washington 98010 • (360) 886 -1017 P. 01 �c�a$:sri.� i�•,�:, air +S4fr- ��el�s���:x;�..sws,���: z. U O COw w= JF.. u. W O 2 g J; u.2 I w Z O w ~' U 0' 10 N 0 1- w W ;. IU o ui 0 F 0 z Sent,by: Earth Consultants April 18, 2002 E -9920 Long Classic Homes 1624 Pioneer Street Enumclaw, Washington 98022 Attention: Mr. Doug Pulley Subject: Dear Mr. Pulley: 425 746 0860; Vapor Barrier Building Slab -On -Grade Foster Heights Subdivision Tukwila, Washington in accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its use on several of our commercial projects. The additive is produced by Cadman, and is intended as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional plastic sheeting vapor barrier. We trust this information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Attn. Mr. Dave Larsen jEXPIRE iooi -1 04/18/02 11 :52AM;)etFax • #8; Page 2/2 Earth Consultants Inc. I ir..iP•t•ht ti•'id Et ,MII trrN. t in d.tlG:ug S, ft: tvtrt ut trr,t:d It•t �;i� +t. 1805 . 136th Place N.E , Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746.0860 Tol; Free (888) 739.6670 January 2, 2002 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Dear Ms. Spencer: Attention: Ms. Joanna Spencer, Development Engineer Subject: Geotechnical Review — Lot 10 Proposed Foster Heights Subdivision Residences South 146 Street and 51' Avenue South Tukwila, Washington Drawing PH -10 Site, Utility, and Drainage Plan Foster Heights, Lot 10 RECEI'vEt CITY OF TUF:'• " JAN 0 7 7nn7 PERM( Ear to Consultants Inc. Geote chnicai Engineers. Geologists h Environmental Scientists Reference: Geotechnical Evaluation for Proposed 16 -Lot Foster Heights Plat Development Geospectrum Consultants, Inc., dated February 10, 1998 In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the referenced geotechnical engineering study and drainage plan for Lot 10. At the request of Long Classic Homes, ECI has assumed the role of geotechnical engineer of record for the project. Based on our review, ECI is in agreement with the geotechnical and drainage recommendations for Lot 10. RECEIVED JAN O if 2002 TUKWILA PUBLIC WORKS E -9920 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 c City of Tukwila January 2, 2002 Rt Project Manager RAC /jme cc: Long Classic Homes Attention: Mr. Doug Pulley E -9920 Page 2 We trust this information meets the geotechnical plan review requirements for Lot 10. If additional information is required, please call. Respectfully submitted, titTANTS, INC. 2 /pz Earth Consultants, Inc. January 2, 2002 Mr. Charles Prib 14205 SE 255 Place Kent, WA 98042 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number DO1 -333 Foster Heights, Lot 10 4915 S 145 St. Dear Mr. Prib: This letter is to inform you of corrections that must be addressed before your building permit 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 Fire Department, Planning Division, and Building Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3684. Sincerely, iaitilitARTYU .0(0 Kathryn A. Stetson Permit Technician encl xc: File No. D01 -333 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ri'M i :10:44.J+.;,i` ar,) 'et,:si va : §0.1l� .1141417,4 A e nivk�^fl�3iA 1 oC w 6 0 0 t C0p W =. ui 0 LL. co H = Z 1 F- 0 z H uj n p O 0 1.- 11J W H — . U. i ii U _CO 0 1 - 0 z November 28, 2001 Mr. Charles Prib 14205 SE 255th P1 Kent, WA 98042 Dear Mr. Prib Ciiy of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D01 -333 Foster Heights Lot 10 4915 S 145 St. This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3684. Sincerely, Kctkr) 6 Kathryn A. Stetson Permit Technician encl xc: File No. D01 -333 " i v• .. .S i...c n< s.•.su..n:« .w. cr. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 F .. 0 • 6 D JU 0 0. w =' H N (j„ w O` g Q d . � z 1-- O z U0 N . 0 111 H uj z. — =: O ~` z Date: October 19, 2001 Project Name: Foster Heights, Lot 10 - Plan 472 "A ", Bsmt. Option. Application #: D01 -333 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION The plans and details that are submitted with a permit application are the record documents of a building permit. Therefore, for the record, the following comments involve clarifications to the record documents. 1. Detail B /3A is keyed to the East wall of the basement plan. Attached to the drawings was an 8 -1/2" x 11" detail sheet from Sega Engineers. This detail seems to apply to the same foundation condition but it is not keyed to the basement plan and the two details represent conflicting information. Please indicate which detail is intended to apply, and key it to the basement /foundation plan. 2. Detail C /3A is a detail for an interior bearing wall condition. However, the information on this detail is not consistent with the plan notes. Key this detail to the plan where it is applicable and coordinate the detailed information. 3. The building elevations show a deck at the main floor level that is accessed from the "Nook ". The main floor plan does not show a deck. The basement level shows a deck construction framing from this level. Is there to be one or two decks constructed? If two decks are intended, show both, and the construction details for the connection of the decks with the 4x4 posts. 4. Show smoke detector (on plan) for basement level. UBC 310.9.1.4 5. The Washington State Energy Code prescriptive requirements have been selected as the method of compliance with the energy code. Option IV (selected) requires R -19 thermal insulation for above grade and below grade walls. Note on the plans that the thermal insulation is to be installed for all perimeter walls at the basement level. Z O 0 co wi JF- w 0 g "< • d I- w Z = I-0 z �- w uj U O ff' ▪ F- w uj - 0 w z U w 0 z F. October 19, 2001 : Foster Heights, Lot 10 D01 -133 Page 2 End /initial review. 6. Slab -on -grade floors shall be insulated along their perimeter to not less than the nominal R- values in the prescriptive option that has been selected. In this case R -10. Insulation shall be installed inside the foundation wall, shall extend downward from the top of the slab for a minimum distance of 24 inches or downward and then horizontally beneath the slab for a minimum combined distance of 24- inches. Note or otherwise detail the requirement for perimeter slab insulation on the basement / foundation plan. 7. The structural calculations by Sega Engineers include key plans that show the location of the shear wall types and seismic straps. These shear wall designations and seismic strap locations are shown on the foundation plan the "Upper Level Floor Framing Plan" and the "Upper Roof Framing Plan" of the construction drawings. Please show these symbols and keys on the floor plans of the construction drawings so that the location of each shear wall type is clear. 8. The foundation, slab drainage system and the site drainage considerations were designed based upon the findings of Geospectrum Consultants,Inc. We have been informed that the services of Geospectrum Consultants were terminated as of October 12, 2001. Geospectrum Consultants found (in their report) that the site can be developed as planned provided that their recommendations are followed. Consequently, it will be necessary for the owner of this project to retain a licensed design professional to act as the substitute engineer of record. in accordance with UBC 106.3.4.1. Please identify the new engineer. DATE: November 19, 2001 PROJECT: FOSTER HEIGHTS — LOT 10 PERMIT NO: D01 -336 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Applicant shall submit a letter from Earth Consultants, Inc. stating that they have reviewed the original February 10, 1998 Geospectrum Consultants, Inc. geotech report including drawing No. PH -10 (Site, Utility, Drainage Plan) and that the proposed design meets all the recommendations of Geospectrum Consultants, Inc. report. PUBLIC WORKS DEPARTMENT COMMENTS U U or , co o, v)w Xi • W O, IL Q`. = a • _, • 1- 0 z1-i wW .: o; +0 Nf. = W` V ' . • u. Z U N` • z Cizy of Tukwila Department of Community Development Steve Lancaster, Director DATE: October 15, 2001 APPLICANT: Long Classic Homes RE: Foster Heights, Lot 10 ADDRESS: 4915 South 145 St. PLANNING DIVISION COMMENTS • Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. . Fireplaces cannot extend into the minimum 5 -foot side yard setback. The only permitted projection into the setback is roof eaves, which may extend 18- inches into the minimum 5 -foot setback. c: \carol \general\2001- memos\DO 1- 333.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite. #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 B ob, see„,, 4 --. )1/ i 0/ l 7 s-d,./ col G CUSP ' ) 001 ' lo /e�� /of 4; / _ ,� p(:co4' Jo 6 he Q d; f Weyer/ rcdoc d .�,.;.a kA,„ we appyo ve c , , ', tLo lve ) Geotechnical Engineerinc12,iecA SO /� 014060r iepcno -Iok , fiesiv76'i/d/4 w'd,'z , slo /i' %G/ h-e told -It, 0 /C01 t,Jill ac5�u�i� v- 0",,m ri;�, /l ' r e vm bailee o r e>'TC Su4�i+iT ,1 e �v ( ca)- mb, Associate Planner City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, WA 98188 Ms. SUBJECT: NOTIFICATION - TERMINATION OF SERVICES Dear Carol, This is to inform you that Mr. Doug Foley of Long Classic Homes has notified our office that our services on the subject project are terminated as of this date. We understand that Long Classic Homes will retain another consultant to provide geotechnical observations during construction of the subject proposed residences. Geospectrum Consultants, Inc. therefore accepts no responsibility or liability whatsoever associated with the subject proposed residences from this day forward. Sincerely, GEOSPECTRUM CONSULTANTS, INC. e s 4/n71, Doolittle m Principal Engineer dist: 1 /addressee 1 /Joanna Spencer, City of Tukwila Propose • Fos er e'• South 146 rest & 51' ' venue South Tukwila, Washington ubdivision Residences 01.d\ ego /0 123/4/ 1 4 ' GCS'^ / .4 , cu ¢/w'-") 4- ttz,-(, 4-c'i¢' &a 7 (1Z 0- ppo t vt., 4.,t,,.“4 — lu' GOLD( C -4-6-A!, P0. Sox 276, Issaquah, WA 98027 -0276 • Phcn : (2 _0, 7-4228 Fcx: (425) 397 -4228 GEOSPECRUM CONSUL 'ANTS, INC. Geotechnical Engineering and Earth Sciences October 12, 2001 Ms. Carol umb, Associate Planner City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, WA 98188 SUBJECT: NOTIFICATION - TERMINATION OF SERVICES Propose • Fos er e '• South 146 reet & 51 venue South Tukwila, Washington Dear Carol, This is to inform you that Mr. Doug Foley of Long Classic Homes has notified our office that our services on the subject project are terminated as of this date. We understand that Long Classic Homes will retain another consultant to provide geotechnical observations during construction of the subject proposed residences. Geospectrum Consultants, Inc. therefore accepts no responsibility or liability whatsoever associated with the subject proposed residences from this day forward. Sincerely, GEOSPECTRUM CONSULTANTS, INC. mes A. Doolittle Principal Engineer dist: 1 /addressee 1 /Joanna Spencer, City of Tukwila ubdivision Residences e60 ob6` dia+. c? t 5cl-o-to-e-d-afan' dA./-4:-/o)fic-e c 14-'r ' j ;ve" CGS' /v t &DA ` erv1 Ll' 0-1,4` 6' f�t�%Gf1LZ { 1-01 PO. P.O. Bo t 276, Issaquah, WA 98027-0276 - Phony: (425) 391 -4228 Fox: (425) 397-4228 r (( PERMIT NO.:��,,_ BUILDING PERMITS INSPECTIONS ❑ 0000I Progress inspection Status ❑ 00002 Pre-construction ❑ 00003 investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA inspection/Modttlar Struct ❑ 00071 Mobile i'Iome Tic Down insp ❑ 00072 Marriage Lines . 00090 Rested 00095 Footing Drains 00I 00 Foundation Footings 00200 Foundation Walls Q 00250 Foundation insulation Ig 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing Igi 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 0(1600 Masonry Chimney ❑ 00610 Chimney Installation /All Types p 00700 Framing $ 00750 Roof/Ceiling Insulation in, 00800 Floor Insulation �' 00801 Wall Insulation 00802 Exterior Roof Insulation ❑ 00803 Glazing inspection ❑ 00815 Lighting and Controls i 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 1 10 Pre -Move Inspection ❑ 01 1 15 Motor inspection ❑ 01120 Pre -Demo ❑ 01 140 Pre- reroof ❑ 01400 Final -Fire VI 01700 Final - Building ❑ 01900 Final-Remo(' ❑ 03100 Site Visit O 04000 Special- Concrete ❑ 0400r Special -Bolls in Concrete ❑ 04001 Special- Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel i'restress ❑ 04004 Special- Welding ❑ 04005 Special- Iligh- Strength Bolting ❑ 04006 . ' Special - Structural Masonry ❑ 04007 Special-Rein f Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fircprooling ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotetete ❑ 04012 Special - Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAM CON DITIONS 0001 No changes to plans unless approved by BIdg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ I Special inspector shall submit final signed report ❑ 001 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 00I3 Partition walls attached to ceiling grid ❑ OU 14 Readily accessible access to roof mounted equipment gi (1(1 15 Engineered truss drawings & cafes shall be on site ® 0016 Exposed insulation backing material ❑ 00I7 Subgradc preparation including drainage, excavation ❑ 0018 Statement front roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance ‘v/approved plans ❑ "No work shall be done in addition to these modifications..." OM 00022 Plumbing permits shall be obtained through King Cu ❑ 1)020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ (1021 Notif Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 007.(i All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 • Rack storage requires separate permit 0003 Electrical permits obtained through L &I a 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0030 tvlanufacturers installation instructions required on site ❑ . . 3 1 . 5 u maximum allowed per 1997 WA Slate Energy Code" ❑ OU35 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall :0° OUOd All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TM OUd I Ventilation is required for all new rooms & spaces 0005 All permits. insp records & approved plans available O 00116 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring - All new construct and substantial improvement shall anchored to prevait flotation O 0007 All structural welding shall be done by WABO certiliie inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 003 Removal of septic tanks require approval and compliance with King Co f iealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." "Water heater shall be anchored...." ❑ "Rerool Plan Review Permit Tech: Date: 12" t4 -2001 Date: 1 2 -'` t) its. >s'if z`.k tiri x. 3ir.:$ ti2uiwits i .. PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 28, 2001 PROJECT: FOSTER HEIGHTS - LOT 10 PERMIT NO: D01 -333 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Please have Earth Consultants Inc. review, stamp and sign Site, Utility, Drainage Plan, Drawing No. PH -10. The attached November 15, 2001 letter from Earth Consultants, Inc. shall be revised and /or amended to include a statement that Earth Consultants, Inc. has reviewed the original February 10, 1998 Geospectrum Consultants, Inc. geotechnical report including drawing No. PH -10 (Site, Utility, Drainage Plan) and that the proposed design meets all the recommendations of Geospectrum report. These requirements shall apply to each lot of Foster Heights Subdivision. c: \carol \gene ral\2001- memos \D01- 333.doc City of Tukwila DATE: October 15, 2001 APPLICANT: Long Classic Homes RE: Foster Heights, Lot 10 ADDRESS: 4915 South 145 St. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Fireplaces cannot extend into the minimum 5 -foot side yard setback. The only permitted projection into the setback is roof eaves, which may extend 18- inches into the minimum 5 -foot setback. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 IMMO c ACTIVITY NUMBER: D01 -333 DATE: 01 -07 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 10 SITE ADDRESS: 4915 SOUTH 145 STREET Original Plan Submittal XX Response to Correction Letter # 2 DEPARTMENTS: Building Division P bli�Work I G G PIft OWROTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division Permit Coordinator 1;‹ Incomplete n Not Applicable DUE DATE 02 -05 -02 DUE DATE: 01-08 -02 Approved with Conditions' Not Approved (attach comments) DATE: I- 'ERIVII C COORD COPY n l DATE: Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: DUE DATE - z . 6 JU U O U W Ili w � gQ V. �.w I ' Z 1- O ZF- : W 0E- W LU LL' O Z -- 0 z 1 PLAN REV /ROUTING SLIP TIVITY NUMBER: D01 - 333 PROJECT NAME: FOSTER HEIGHTS LOT 10 SITE ADDRESS: 4915 SOUTH 145 STREET Original Plan Submittal Response to Correction Letter # DATE: 12 -10 -01 X Response to Incomplete Letter #_1 _Revision # After Permit Is Issued DEPART Build g'Division 17T L )2 -01 Public W9rks 916 66i,A iz -01 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Approved with Conditions REVIEWER'S INITIALS: H Planning' Division 1 1 1 2 - -1 1 4-21 Permit Coordinator DUE DATE: 12-11-01 Not Applicable No further Review Required DATE: DUE DATE 01 -08 -02 Approved Approved with Conditions n Not Approved (attach comments) y) REVIEWER'S INITIALS: DATE: aOVU`C�i� --i` I / DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -333 DATE: 10 -11 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4915 S. 145 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division �q�y .01/4 J5 Public Workst Complete Comments: TUES /THURS ROUTING: Please Route Approved Approved \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (4 weeks) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: 00 Fire Prevention t w'C — /ci -c/ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: ry a PI nning Division (Ie /O ' i Permit Coordinator Not Applicable No further Review Required DUE DATE 11 -13 -01 Approved with Conditions n Not Approved (attach comments) DUE DATE: 10-1 6-01 • n REVIEWER'S INITIALS: DATE: DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route Approved REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -333 DATE: 01 -07 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 10 SITE ADDRESS: 4915 SOUTH 145 STREET Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 2 Revision # After Permit Is. Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: REVIEWER'S INITIALS: Structural Review Required CORRECTION DETERMINATION: Fire Prevention Ti Planning Division Structural CI APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 01-08-02 Not Applicable No further Review Required DATE: 1 OZ- DUE DATE 02 -05 -02 Not Approved (attach comments) DATE: I "a2 DUE DATE Not Approved (attach comments) n DATE: z _ 1 - z re ILA 00 WI J H LL w � Q a = w I- _ z � ZI- LL! ui 0 O sc , c al a l E- H Ll. O w z = 0 F.. z DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -333 PROJECT NAME: FOSTER HEIGHTS LOT 10 SITE ADDRESS: 4915 SOUTH 145 STREET _Original Plan Submittal Response to Correction Letter #, DATE: 12 -10 -01 X Response to Incomplete Letter #_1 Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Revi- '•-quired APPROVALS OR CORRECTIONS: (ten days) Approved with •. ditions Approved with Conditions I Planning Division Permit Coordinator DUE DATE: 12-1 1-01 Not Applicable DUE DATE 01 -08 -02 Not Approved (attach comments) DATE: I - 1 . 4— [.(,(7 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: No further Review Required DATE: 12 14-71;29' DUE DATE Approved \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D01 - 333 PROJECT NAME: FOSTER HEIGHTS LOT 10 SITE ADDRESS: 4915 SOUTH 145 STREET _Original Plan Submittal ;Response to Correction Letter #_ DATE: 12 -10 -01 X Response to Incomplete Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [7 Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: 12._I APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions Planning Division Permit Coordinator DUE DATE: 12 -1 1-01 Not Applicable DUE DATE 01 -08 -02 Not Approved (attach comments) DATE: f8101 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: I DUE DATE re 1 UO WI H • W W O D 5.2 a I— _ z �.. F- 0 Z I. U � ON O I— W W. • U - O w U = O ~ z ACTIVITY NUMBER: D01 - 333 PROJECT NAME: FOSTER HEIGHTS LOT 10 SITE ADDRESS: 4915 SOUTH 145 STREET _ Original Plan Submittal Response to Correction Letter # DATE: 12 -10 -01 X Response to Incomplete Letter #_1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route M Structural Review Required REVIEWER'S INITIALS: .')1/ APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions Planning Division Permit Coordinator DUE DATE: 12-11-01 Not Applicable No further Review Required DATE: Z — I t _d DUE DATE 01 -08 -02 Not Approved (attach comments) [ISI DATE: 12 O I DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Y 4 DEPARTMENTS: Building Division Public Works Complete Comments: REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -333 DATE: 10 -11 -01 PROJECT NAME: Foster Heights Lar 10 SITE ADDRESS: 4915 S. 145 St. SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued UTI tx] APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Fire Prevention Structural Structural review Required Approved n Approved with on i it ns n REVIEWER'S INITIALS: TUES /THURS R Please Route REVIEWER'S ITIALS: DATE: Planning Division Permit Coordinator DETERMINATIO OF COMPLETENESS: (Tues., Th s.) DUE DATE: 10-1 6-01 Incomplete Not Applicabl n No further Review /Requjred DUE DATE 11 -13 -01 Approved with Conditions n Not Approved (attach comments) n Not Approved (attach comments) isc DATE: 1('Z1- 2 7 DUE DATE DATE: ACTIVITY NUMBER: D01 -333 DATE: 10 -11 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4915 S. 145 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: J ! G Planning Division Permit Coordinator DUE DATE: 10-16-01 Not Applicable No further Review Required DUE DATE 11 -13 -01 Not Approved (attach comments) DATE: /1) r U DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: JU O 0 W J CO w w 0 2 u_ I ▪ W z � r= 0 z �— w O co O w • w • u" O w z. O N E-_ O ~ z ACTIVITY NUMBER: D01 - 333 PROJECT. NAME: Foster Heights SITE ADDRESS: 4915 S. 145 St. Original Plan Submittal. Response to Correction Letter # DATE: 10 -11 -01 SUITE # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Clot Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE : 10-1 6-01 Not Applicable No further Review Required DUE DATE 11 -13 -01 Avu p (L L eettA ix-or s)- " Fi t 't n) ' '- Not Approved (attach comments) c' ` � -''`` ~ `"`` DATE: 1i) (I 5 /()( DUE DATE Not Approved (attach comments) Ti DATE: ti. •z oc� 6 U O 0 n • wI N u w o u-a H =. z � � :z F- 2 • o 0 0 o 1- w w O w z. •— • _= 0 z C ACTIVITY NUMBER: D01 -333 DATE: 10 -11 -01 PROJECT NAME: Foster Heights La ( L r SITE ADDRESS: 4915 S. 145 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: If S APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: Ca/ CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-16-01 Not Applicable No further Review Required DATE: 10 — 0/ DUE DATE 11 -13 -01 Not Approved (attach comments) DATE: /I DUE DATE Not Approved (attach comments) DATE: 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: ❑ Response to Incomplete Letter # t 54 Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: Project Address: Contact Person: /- A -01 Received at the City of Tukwila Permit Center by Entered in Sierra on Plan Check/Permit Number: D01-333 JOStev 14-C.tccjhis L& 10 L. 5. L45 5+. Charles Pb ri Phone Number: Summary of Revision: S Lam iv T 464 J - t 17 a z• RECEIVED COY OF TUKWILA SIN 0 7 2002 RriMH 6kIN I J ( Sheet Number(s): "Cloud" or highlight all areas of revision includin dr l o revision 01/02/02 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)43 1 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /„? ' Project Address: 4915 S. 145 St. ❑ Entered in Sierra on Plan Check/Permit Number: DO1 -333 ❑ Response to Incomplete Letter # Response to Correction Letter # _1 ❑ Revision # after Permit is Issued Project Name: Foster Heights Lot 10 Contact Person: Charles Prib Phone Number: 253 -631 -6864 Summary of Revision: /- .a LAGL rAcg $ -za C -� i voq DGG Per40 rtec5 4 . fi'Ve 3- /) l it, 01)1 e7 lv Q7_ c G 3 . 6. lti�GYU –G� _ 44v,- 3 A? 7. szae/ e, sy� � ./)i5 4 Sheet Number(s): ( e "Cloud" or highlight all areas of revision including date of revision RECEIVED CITY OP TUKW1L4 DEC 102001 Received at the City of Tukwila Permit Center by: �l"(1 PERMIT CENTER 11 /28/0 1 z �Z, • W J O 0 J W g co I � W Z I- O Z I- U� O (12 W • u.1 I- - O O — 0 z 20010803000206 RECEIVED DEC 14 2001 TUKWILA PUBLIC WORKS Return Address Parties: Other: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433 -1800 • CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Document Titles). UNDER6ROUNDIN6 AGREEMENT- WAIVER 70 UNDEIZ- 20010803000206 wiklof scott tridor inc City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 WWLOF SCUT'T 2111 0 e K I A Y 17,11 KI a /• •: CiUN Y S , IJA Last First TRIDOR Incarp QrQ.teci Company Name (if buliness) Initial 504 ttl i 961 " DO rg 10 City State Zip Legal Description: Lo. L h �� 5� Me��'�,1Ir • at L2000 -026 r o! ins go. 2DQoIO7e • • . o 7. Assessor's Property Tax Parcel/Account Number(s): 261000 0010 261000 -0020 61000_ 0 p50 ! ;• ; ; ; 8 8 8 = $OR0 ��I ,:: - o 1 o �- S°7S U . :0 0. t N 0 . . W = ' LU O' •iL to • = a, W z � 1- O Z I-; u1 W. • p, o N WW U 1 O: w z; U N; r ta. z Lot No. Tax Parcel No. Address 1 26l Ott) - OD! D I /$0 5. Nei St 2 2.0 l ODD - Obz.o 4 - S Ili-1, 3 2-(01 ODD - 003D z{ -Sry S. 14-(o s� 4 Z(pl Di - DO4.D IL4 -5w 4 1 AU S 5 Uo1 {ADD -- UGSD 1 41 AV S 6 Z101 l,Dc - 00 (oC) 4S09 S 145 5t 7 Vol ODD- Dolo 48ts s 145 51'. 8 2.(01DOD- DDBD ie25 5 1 SI✓ Z.& I bore- °,Delp 4835 5 14-5 10 ZIol Cob- DIDD ' 5 VW 5t. 11 'L(D I DDD - 0110 1' 5' 5 145 12 2.6, (p iboo- D12.o 1 5 I4tS 13 Z.(01000 -0130 Li a2D S 145 14 2 (9 106b- Ol 'i-U 1 $f2 S. IR5 5t 15 . Z(, I - Dt5o gBol s Ns ' t 16 2.0000- b- bl(00 1502 5 14-5 3t UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNI)ERGROUNDING '1'lie proposed system upgrade at Poster Heights 16 -lot subdivision development, Pile No L2000 -026, at 47 Ave South and South 145"' Slice( requires undergrounding per Ordinance 486, 924 and 1321 ALOMG S. i4.6t' iTREET - 5EE ATTACHMENT A, In compliance with the requnements of Ordinance No 1607 the property owner of this single- family development has demonstrated application of the Underground Ordinance will create undue hardship if cart ied out as part of the development The Owner is obligated to pat ticipate in funding future undergrounding improvements for their proportionate share o - said undeigiounding fronting their property Furthermore, if the L I D /U L I D procehs is used to carry out the construction of this undergrounduig, the Owner waives the right to poles! L 1 D or U LID formation for this undet grounding Owner retains the right to contest the method of calculating assessments in such L I D and the amount thereof to be levied against the Owner's subject property, and other proper ty owned by Owner which would be within such L 1 This Agreement shall be recorded by the City Cleik with the King County Auditor as required by Chapter 35 91 RCW and the cost of said iecording will be paid by the City This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors This Agreement runs with the land z ,_ „ QQ g . J 0 CO 00 co co L w 0 g -J LL ?. u) d = w _ z � t- w ~ 0 O N O I- = • U I- r �- 0 U z APPLICANT: Applicant (Signature) CITY OF TUKWILA ei 6t- --7/06 Applicant (Print Name) 7:-- ivio v Street Address STATE OF WASHINGTON ) ) ss County of Kt u he Works D Date . 6- /V'4. 77 Phone City, State, Zip On this day personally appeared before me to be known to be the individuals) described in and who executed the within and foregoing instrument, and acknowledged thatOsheithey signed the same a hi ,her /their free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this 1 Z day of jAL- P Signature // __ Prim Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT CC A- My commissio expires T 12001 Date �} S - 5 - 0 7-- _1 Uril T - - � � -- 6•.14 • V.I. J ;L t Jn • w • • 1 • • rra.• • • 1 I lel 1 • ` • 1 44.4 • .r • 1 - , • T I t • 1; • • s 1 • L • ti • J 1 t, IA o 7 1 S. 145th STREET • I 4 • t; FIG E.EEM Ertl Elf • 441 • 1 ' or _ • • , • • 1• f: t l , 1 1 SLIEJEe TO UA[DE?t(?.Ut1MIN —• . 1 ' 908000Co30TOOK mi. am . s -: ATACHM DOT —A • � , 1 , 1 , 1 1 1 , i 1 1 1 O U • TRACS A • , � • •vr• . t 1 1 11 •••• �. 1 • 1./ ••••••• • •IWO/ •P.• of , r RCC O +s 4 •fa 1 • 101 • j •JI , 4401• 6 .. 1 • , -t • • 11 \*"':":- • , �1 • • '1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .. 1 • f t rid 1 6 , 0 U 0 cr INV 131E', • • • • a -- y • = =- - F -- ✓ .J u- w• - r ti EXISTING T AS , TYP. 3 • NO PARKING OF: ASPHALT" SIGNS ALONG WALKWAY @ 100' SPACING, TYP. RELOCATE EXISTING FENCE. AS NEEDED, WIDEN EXISTING ASPHALT \ TYP. ROAD 5' MIN. FOR PEDESTRIAN _ WALKWAY TO 46TH AVE S. - SEE DE 1 AIL co L ` 8" THERMOPLASTIC --° - I Ir`� T O SEPARATE ) T o FROM AUTOS' / ( STA. 3 +10, 27'LT CURB II.LE nCx RIM =4 • 463,1 4 4.5$,9; STA ! +00 - END ROCKERY TOP =466.0 TOE = 463.2 TOP OF CURB = 464.23± STA. 1+54 -BEGIN ROCKERY TOP= 469.0 TOE= 466.5 INV= 1 50 l ENTERING SIGHT DISTANCE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT Hi'GHT = 4.25 FEET) POSTED SPEED LIMIT 25 MPH STA. 3+25 END IMPROVEMENTS TOP = 468.0 TOE =464.2 TOP =468.9 TOE= 465.0 RELOCATE UTILITIES AS NEEDED, TYP. I, TYPE III BARRICADE RIM =R - 73.99 (WV . 471.44 Cr) 0 II I I i i STA. 3 +24, 13.25 R I CB# '2. -._- RIM- +e =" 44,1 .74, INV =jai -- 1,4,15.7$ 32'^-12" SD ®=-- -r Z.el% STA. 2+92.41, 13.25'RT CB# 1', TYPE -- RIM 4611g \ INV -+r- +57.$ , ,HEELCHAIR RAMP, \ 72 •'^ • SD 5' WATER ESMT DEDICATED TO I VID 125, TYP. BOX MALBOx RA\CK TH MINIMUM 'LEARANCE BETWE €N BOX & BACK OF VDE IDE WALK DETAIL _5' 4 WALK DENT 6. I1.L8 . .� 12" SD ST,-. 0+48.60 CB# 13, TYPE I W/ VANED CRATE RIM- *=,-. bv1 4(r3, ATCN� IN - �t.- 4 r, PAVI♦59) . A. 1+73, CB# 9, VANED RIM= INV =" 7 YARD DRAIN YARD DRAIN/ JUNCTION BOX \ \ WOO FEN(T POST j 7 9 ' ` 1 z75 o 63 0.37% Os --saki 77.00 44.38 I PRIVATE DRAINAGE - I EASEMENT YARD I DRAIN, TYP. 'PRIVATE CB# 6, W/ LOCKING GRA NM= 427.00 IN v- 44%4,64 41795' I I I BE ! , ( ) RAIN R . ,1:1 CB# 13, TYPE I I I W/ LOCKING , ACCESS ` I b VANED GRAT I MANHOLE, ' RIM +1+e+ 4 TYR I I INV =49 .4:+ot4(t! TEL HANDRAIL OR CHAIN LINK FE)4CE I 25' PUBLIC AINAOE MJ ECT KERY IN INLET 2+43.47 5' UAI - SE '�► �\ ��►� Iwo ®_ �� ' 1�� �����, / ++ ST 0 # , P 5 A. 0+49 13.25 " ' PRIVA E . I • :` I ` W/ VANED GRATE DRAT ACE ESMT 101'12" HDPP ISD STA. 1+ 3, 13.25'RT ® i3 -+arid 19.IS I RIM =4644,4 451. 4 i W/(2) w/ A YPE ¢3 i ►v ' " PIPE AN IN v= 454 • 7 1 ` - •erees . 4 STRE I 1 W/ VANEi GR 7 SPACED ALONG 'PIPE LIGHT` 5' WATER E r1T. J I 1 RIM= 4- ∎- &,s441.o! -SEE DETAIL (TYP.) DEDICATED 0 , INV ='.'.'.0 6.9 WD 125, T . , I 1 1 I 117' I R .,: 434.0 . 4 I __ _ 41 -- � ---_ -. ����,� �1���. - ice �, It EDGE., -- ' /4;79.` ai.����� �}�.,s� " � � 4 � ��i�� e . � � !' t :.�• �!.�rar. �., A � 1 E 8 u I . - _ - DID. i ii c=7 „� � 1e , " _ _ ; 411' PEDESTRIAN WA:c - - ms s+, y+y ��.:�i.� o I c,. N f17'55 W + -g"t0 2o.7S vO I - v \ \ \ \\ \ MIN. 20' WIDE DRIVEWAY FOR FIR DEPARTT�IENT TURNAR ND ` I \ I I I I I I RELOCATE EXISTINOI UTILITIES I AS NIEDED,'TYP.j I 1 \ I 1 EXISTING STOjiM D PAVED MAIN ACCESS PA AREA JI I VAULT DRAIN GATE VALVE SCALE 1" = 30' 8" ADS N -12 0 TICr}TLINE FROM ROCKERY DRAIN © O TO CITY OF T KWIC ca RAM :4c3.21 4(0,5$ ri 0 U , N 146TH � M ST. CAu 1u I TO SD C VERIFY C 454, z I INV :430.41 ATERLINE PRIOR STA. 2 +49.89 STRUCTION TO CB# 12, TYPE I ARANCE W/ VANED GRATE RIM =433 €± (MATCH PAVING) INV = 434+4+ +31.a i FOSTER HEIGHTS 34.Io '99 ._ 40' .ACCESS ESMT CB# 7, TYPE i W/ THROUGH CURB INLET RiM =444 9 424. IS INV - 4� D. 3 414.¶2 CB# 5, TYPE II - 54" W/ SOLID LOCKING LID /- STA. 2 +74, 1d.5'RT RIM =4 i.- 424.19 INV= ti =re-ev 4. 4,3 N 87'53'42" 3 0 THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: /Z os -Z000 WILLIAM SHUPE HOLM ER PL 332 CB# 4, TYPE II - 48 W/ SOLID L :CKiNG LID RIM =444. x +13.01 INV =3 40941 15' UTILITY EASEMENT O 1 T I U 1" 2 =12 ". SD I { - DRAIN' TT 3 \ I 1 - f3i , PRIVA 1 - M : I .DRAINAGE PRIVATE CB , TYPE 1148" EASEMENT W/ LOCKING VANED GRATE - RIM =I4..e6±4I3 \ INV =48�-,z43 404,23 1 1 45 ' I, \ 44V-12" SD 6" PVC ROOFDRAIN ® p . a 0\507 MIN. A CONSTRUCT /REBUILD ROCKLINED DITCH -SEE DETAIL 189.2 u � P 1i -48 � `L , '\ (*) W% SOLID LOCKING LE) CB# 3, J \ i RI E - 48" ver " 8 I 6,7 I r INV= 3e0.0C( :.) 30.6 INV= 3-7-&--;4S)31�.1f' cj/ ® 2L.13? I . I EXIST. CB r.. RIM= 3 77.7 ICHORS I INV =375.0 SPACED ALONG PIPE -T I I I ! 0'12" SD 1.00% 2.00 % 40' EXPOSE /REROC PIPE INLET EXISTING 12 I L z IN 4 20' NANCE ING 1 r; O / I L rl A , • r COMBINATION DETENTION/WATER QUALITY VAULT - SEE DETAIL es A r l r CB# 2, TYPE ii -46" RIM= tee -reins 379. INV 37C. 7(12 "W) 3 76.3 3 INV - 373.20(6"&12"E13 73,43 CB #1, TYPE' CONSTRUCT OVER EXIST. SD 5 Rim = 3- �r37 I (MATCH ROAD) INV= 373.3i (VERIFY 3"/Z .76 PRIOR TO VAULT CONSTRUCTION) /i 4 AVOID OJ TING IMOGQIp/ND U nu TY LINES. Ill COSTLY Call before you DYg. 1- 800 -424 -5555 JNDERGROUND SERVICE (USA) VICINITY MAP NTS INDEX 1 ROAD /STORM /GRADING PLAN 2 ROAD /STORM PROFILES 3 ROAD /STORM PROFILES 4 OFFS' TE WALKWAY 5 NOTES /DETAILS 6 STANDARD DETAILS 7 COMPOSITE UTILITY PLAN 8 T.E.S.C. PLAN OWNER HAPPY VALLEY LAND CO. P.O. BOX 1324 ISSAQUAH, WA 98027 LEGAL DESCRIPTION LOTS 12 AND 14, TOGETHER WITH THE WEST HALF OF LOTS 10, 11 AND 13, ALL :N BLOCK 4, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332 -130 -100. NOTE 1. UNLESS OTHERWISE SPECIFIED, ALL STORM PIPE (SD) SHALL BE ADS N -12 OR EQUAL. 2. STREET LIGHT MATERIALS AND CONSTRUCTION SHALL MEET CITY OF TUKWILA STANDARDS. 3. INTERIOR ROADS SHALL HAVE THERMOPLASTIC CROSSWALK AND STOP BAR STRIPING AND CENTERLINE BUTTONS. 4. INSTALL STREET NAME SIGNS, STOP SIGNS, ETC. PER CITY OF TUKWILA STANDARDS. APPROXIMATE CUT = 1,150 CUBIC YARDS APPROXIMATE FILL = 400 CUBIC YARDS NOTE: 4 DDI -333 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN DR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555. re w z 0 oa 45 i) Q (7 z W a JO CV SHEET 1 OF 8 a I- r DATE 2/10/98 JOB NO. 1422 -004 DRAWING NO.1422 -4C1 a 0 0 0 55 p i understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. EE ft,o . r^ T' CF': -r x ct PLAN cr. yy R �� F � i. / ..►di��R. WtL RE Ste REA NEW s • �t / r4► , MA �'^_— PLAN KM" ME& By Date Permit No. 1 'r s '. .:� '• t i 1 1 f riN M 4o • • fi6:et•A ;I 1 ! h s f � .`t t � `' � •:I` L. 0 r I J • / . « sue' ": F "4> ..•.i � 4 g'042 m 41,414.4 N tio.. • ) ,/ter, ; x/ a.ai.+- • - .w �r .......w+ awry. - , • • • • •.IF•• r•••••• r Y^ - --w,w- - ..k�.��h .l..� � �rw� 1•Y�..rA+i. w.�.�. •fr ! ,r t h•+, it ' r i;, 67• ....... -.../6.00.-..... ••Vwr'11. .....�. M ....•....• It " " POLE VINO 1411!! WAY MIWICM • �NIR WAIT 1 .;�.;� ;IFOUR WAY OW1IT te OUILIT !C1110 )1 mammy Ft � RMIO WIN SEPARATE PERMIT I~ .1U1RED FOR: i EC HANICAL Or Pry, UMBING GAS PIP NG CITY OF TUKWILA BU)LDINe" DIVISION FILE COPY V MAIM SIAM WIR! *scum ARE WOW ' istat onA 11 11 .is • A 0 1 0, • Kt ; 1A rtt ...11•11.10.0 11.41/1.• us ' Y . ', ' . ��'.,.. •- yr . ' .'! ..NA.yrr... ••A VIM • aw ••■•■•it ..: .. -, Jam.. . r. Div r ._ r^ - NOP 94 e a +661111 -.. • - •.+�.+ -s. ova. auo ssa • ry_ • y ,., g wa.. n .r......... • ....0 .,,, ..s... _.arw.wr.:t irey�•,,....r..n...:w - - - ✓...1:an ak.a.... ..rny.'• 4., • • • - .6, i I i ALLIVALLS RATIO (24/ i oit P `� -( RE AT 12 * .c. NAILING NOT R uI OUT SHALL SE PER OK TABLE 3341 -0ii. mamma Nes OTHER PRAM as HARDWARE ARE BY SIMPSON Olt EQUA1L RI: MD PER PLAN. ENDS OF SHEAR WALLS MALL use DOODLE MUD! 3,) USE MINDIUM Of (2) sous PLst SAL Mat WITH 0141 DOLT LOCATED NOT MORE THAN 13" NOR LESS tHAN S' FROM UCH END OF TIIE P'tlCN. BOLTS A MINIMW1 OP r amLET . .) us N! - 372 FOR ALT'WIATE NAILING / spunss. -. r• +tee. .� r- vws .Yl- ._ • rw w 4 •n 04 s'4 'sq 1' .L ^Y J V . ✓•1k43l:t .: 4r 4 : , . . t a ' - --- : ' - 24 Farr CLEM apt OF OPENING SHALL NOT a mu THAN 44" CODE COMPLIANCE MR IOC DIPAIMONTS, ASO MOM'S PO SEC 3*1 1.144 UM. jell lir "ROAM AND It. WIN WORD SAO OF WRENS retepuica OPOOIS � THE A TH EXTENSION MAL Ilk Zb" ,118- MOW ° • IM,01 SIDI OF OPENING. CONCRITIE ei R SE SUPPORTED ONWOOD PRAWNS. 1: • Tr , p a r1.4_ts t l I 7 Q 4Cr. L, ` r ;�• 1 50 L5 rE r-; *s 4 PEOW IA' 41P z4tio 7 -- :vtote v4 4, - te , mt 1.4 3Arf V jT D 1.4044, 1 4 4 tof 4 • 4 - ' '. " le 4 5 ° t " 0 ‘1' 7 { UV D rciS r-1 v ` (T 4 4-4,2p-+ r-4 4o • 1 .•III +1a ar 4 Y 140` -1? ` 1 . is • }; t latorstiimai VIPIMATNIN , Net KIT AIWA I !q, FT Fat wan # .115O so PT Or 10 SE MACE° OWN - m =WNW AS PRACTICAL AND SMALL PROMS MOOS , )WWTILATION ON AT LEAST TWO OPPOS IIR SIDES, vac at r- A a VW .i .,1,,,40-4..,- _ ,_ - ,a,-,,, .., . .4,- 1 .e•-• ,_- .2. - .--..4 .-- ...„ z. ... z di. . ... .. i a, s Or AMC AM . �R vise I- tatititi T AND smseramon PURE Lae SSC SIC ISS5.3 ,j .4 MN arx WITH . OM 3r -11010,11auCtiomaitimsollPearnanceic 11.154. Nf pRotnew write ammo wootivs OP VA, I Or FLOOR AREA OR S syn., lactsmaca VISITILATIM Ste► Or PROVIDING' S AIR MANSES PER MOOR ,L• S • WSW. . 1 • , :a • + f J • a YIMT* - ' o Mud, sm. AND RAN INERALISOTE - r ",� 3 _ 1 J� M *rfl A��,..�.. l.Y y � 't..y�.• C* tiD + r ■ 1 •6 °' M 4 kulto - • woODivilsOvist pipt USC Sic 231? inik �- lu. h�•tl.. t� F' fl S - • FOR SHOWER r AMOVE 011ANS WITH Al 4ausitscpmescr samauson Nig 1 at mastewsec. let 4 mato TAKE 3-11 - - - SUPPOins TO SE 114St TYPE OR EQUAL ~ a ria_ . • ENCLOSURES SE APPROVED Mil tiONPOKCED, OK LAKINATED WEN O y( _ 2406 UDC. 1 iy ia sr OF FLOOR Mb SWA.. THAN us um slam cOMPLY MOTH IMPACT LOAM, SEE • EICTIIRIOR WALL SLAMS SMALL SE DOWNS &AIM AND • 'WITH "skinny OF WASH WORST CO • Mr . COMPLY • 1 4 • • • r > r • /V, a .1.11Y,r.400. } • '1,7,1e14& NI 11%4 -0 yt .- 1Pr *I4' __�a� -_�' ;FLOOR AND ROOF F MI G IVpOOr . ` f . iiimana OTTIERTIMIE *MD MINE RANI MOLL Mt AXED* -UV - . M L NM Mt C "n CTUPPUI AN ONE STUD AT EACIIIND °Pinnate W sie , LEA r AD TWO aurrus am Me iset OPMINGS, , MAN S' V wan. ALL C0USINS NUT GUM OUT ON Tl SHALL SE 2 STUDS , SPIKE L* magma COLUMNS . ' MTh 4' AND-NAIM PER Oat MALE 'PROVIDE DOUBLE =STA WINER Au. PARALUS. PARTITION IRIAT EXTEND OVER MORE THAN ONE RAL.F The LAMM AND ALL OPENINGS IN FLOOR AND ROOFS, APPLY 3J4' t 'PLYWOOD ( WU) MILD TO ROOM PRAPfl Ad GALVANIZED Swats AT V O.C. AT ALL SUPPORTED AND Ad GALVANWIDTIOX MAIDS AT IT N.C. AT INTERIM UNLESS NOTED OTHERWISE ON RAPS. APPLY 1/ ' _ j i • J , . SHEATHING (2410) ON ROOF NAILED TO STI IPENERR OR :. liAPTIRS WM1 Ad SALVANIZED NAILS AT 12" O.C. AT *AE BM !.G AT AU. OTHER SUPPORTED WOES, AND Ad GALVANIZED NAILS AT 12" O.C. AT INTERIOR SUPPORTS ! � - ON PLANS. . OF INTERIOR saais tsar INQUIRED UNLESS NOM ID inn PLANS. SHEATHING PERPENDICULAR TO PRA MO S TAB r • • ti - '4 r a., A f , . .4 • u' .40t 44r S - �a 5.9 T 5. - ATARI NOTES ORM **DION r i 1' l , tam roam t 1 Atak irit : it fop lax 311" MOVE TRAM y114,0400411UP ON HANDIUM.110111. NT AM LOSS TITAN I no* Maw vow 2' IN Cllasa atcrianm. DINENstan OR ; awe stuaLstainaput IMITIVALETff GRIPPING SURPACIL THE WALL. SWILL . HAVE NOT LISS sir'' IN IIE'Twf!N THE WALE AND THE HANDRAIL SEC VIRE Swam ATRIGER AT TOP AND N WALL ALONG WRINGERS PER SIC 25 4410) NSC USSIMAE SPACE UNDER STAIRS /0 SlY TYPE ~ 1 *MU WARD AT WAU•LS AND SOFFITS PER SIC n '� = - 404 : • t,I +via ie,�,i. .w -•, o• 3 I ISTRUCTU RA L R•. 19't E $.., Y *clamant ACCORDANCE WIT.' Milk 1563 Arc VIDITINI AS IMACATED ON ROOF • r v . c�3*: •-if. .?'''.'.u:- ^r _ ! i.�s d _°i . ' _24 .r�L ..; �''. r' :! ., tx 'Ztlibi cl7 of ro 1 Y of Tuu+m` '_ DEC EC APfo 'Vti r : 0 111 tR .:, ,. ; . PERMIT C ry • J A 1 i 2 a R pp�� 22tY. Y 2 •k 1w t 1 V ti• 1 1 ' r +...rwrdw.:..'..r":E:ri:._. s�wL�Yr ..l,.:._'�it'r,_�._r,a1...:1 _. ttJ.....:.+�. 4 ., Art.. .yyiralr........ a.rr. A 1.1 ill, ... .:xntil.....r.. fie.- ...IYA../+e._.....�r.:.�u• �.....41...,.vArl-qrRr_ _.... MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) SILL PLATE NAILING ANCHOR BOLTS (3) - REMARKS . 1,4> MN. li" T1 -11 OR OSB bd • 6" OL. I6d • 8' OC. %" • 60' OC. Call ' 195 PLF .. . MIN. " T1-11 6d • 4" O.C. N / A ' • 48 O.C. atilt • 295 PLF • ' © OR OSB i's3,> COX 8d • 4' O.G. N / A `V " • 32' O.G. Gall . 350 PLF O OR OSB . t'2" 2" COX 8d • 2" OC. N / A 4 i" " • i6' OC. QaH s 600 PLF I> OR OSB USE 3x STUDS • ABUTTING PANEL EDGES 4 STAGGER EDGE NAILING. • '' RATED SHEATHING 'SIMPSON' HOLDOUN PER PLAN. 24" 8d•6' 2x v 4TED BLJC1CNG. NAIL TO TTd158 • EACH V. 55-EATHtis AO NAILNG PER PLAN OR SO-EDILE. : 2x F.TUD PER PLAN. USE C L silo • ENDS CF SWEAR i IALLS I HOLDOINS. 814EATNNG I NAILING PER PLAN. CONTINJOUS FTG. REINFORCEMENT acPiliirANWIAPI ■titit,t,��►� 8 e t FOUNDATION AT CRAWL SPACE • STEM WALL • • 50LE PLATE NAILING. USE 16d • 16" O.C. MIN. 2x PT SILL WITW ANCHOR BOLT PER PLAN OR SCHEDULE. USE V. • 60' OC. MIN. e4 BAR CONTINUOUS. (TYP.) •4 BAR CONTNU0US (TYR) 2 Lir MIN. STEPPED FOOTING DETAIL '5t't 18 FRAMtYs ANCHOR MAX TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4 MIN. 4 NAIL W/ Ibd • 6' OC. STAGGERED I SWEATHMG SHEATH■G I N4JL NG PER PLAN OR SHEAR WALL SCHEDULE. •5ripsscN' HOLDOX.N STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON FEAE3ER OR BLOGUNG 2x STUDS PER PLAN. (BEAM AT 5t'1.) % RATED &EAT►+ING Sd • b' OC NOTE: DO NOT BACKFILL UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND SLAB ON GRADE ARE INSTALLED PER PLAN. 2x PT SILL w/ " .ANCHOR BOLT • 32 "OC. UNO 41 5 BAR • 10" OC. VERTICAL 4 FTG DRA TYPICAL FLOOR FRAMING CONNECTION 8" /_GrAB 1 END TR156 '5111'SCR A35 • 32' 0L. Dal 2x TOP PLATE. LAP SPLICE 4'-0' MN. I NAIL ./I6d • 8' OC. STAGGERED. SOLE PLATE NAILING. USE 16d•16' SOLID RIM JOIST 3/4• SUBFLOOR JOIST PER PLAN 2x DSL TOP PLATE. LAP SPLICE 6' -0" MIN. I NAIL u►/ I d • 6' OC. STAGGERED. 333 9' MAX. ExT OR S+EAT141■4 PER PLAN OR SGHEDLL.E 8d • 4 OC ?x MOCKING e/ *CI NAIL • 8' OC it' RATED SHEATHING TR)S6 OR RAFTER PER P'_AN !SHEATHING t NAILING PER PLAN OR SCHEDULE. 10d•4 " OC. - 5TAGCsER SIDES. PIPE SLEEVE ® &• hi = •4k tea.. •T •44 ELEYATIoN 8d 2x BLOCK,* FRAMING AT INTERIOR 5I-EAR WALL 2x SW PER PLAN IV RATED SHEATHNG (24''0) 54 -4EAR WALL SCHEDULE 8d • 6 OC. YEICED BLOCKING SHEATHING 4 NAILING PER PLAN OR SCHEDULE. . BATHING PER PLAN OR SCHEDULE 1 '4 BAR CONTIRIOU5 (TYP TOP 4 BOTTOM) 1 5IMPSON' WOLDCUN PER PLAN 2x PT SILL m/ i'• ANCHOR BOLT. 1'- 4'-- -- FOUNDATION AT SLAB ON GRADE cis of 110 RAFTER PER PLAN 'SI'1T'SON' 1425 OR HI DCL 2x TOP PLATE LAP SPLICE 4' -0' MK I NAIL a/ I6d . • 8' OC. STAGGERED 2x STUD PER PLAN. USE DBL • HOLDCUR SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT . BASE. •4 BAR CONT. (TYR) NOTES I) ALL WALLS DESIGNATED" ®' ARE SWEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0, O5B OR GDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE). NAIILNG AT INTERMEDIATE FRAMING TO BE AT 12" OC. NAILING NOT CALLED OUT SHALL BE PER UC8 TABLE 23- II -B -I. 2) WOLDOWNS AND OTHER FRAMING HARDWARE BY SIMP5ON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMI.M. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINI OF l" INTO CONCRETE. WASHERS TO BE MINIMUM 2" x 2" x 3/16 ". J CITY OF TUKWILo DEC 1 0 1 , ' O yu o 2001 PERMIT CENTER 30 1 1 2*2 i4 G L OPYRIGHT 2001, SEGA ENGINEERS 52.E EXPIRES: 3/12/4 I • tsN .1 eP I3L � P4 f' T Nh 1`1? i . {G)) I Kr v 4 -7 I1 z. I t 1 2_ r oat 'l iP■tV 1 7 0 ) - 1Tr _ I h — C: -TN,/ r.„7 t 1 _3 4 I-, i E 1-11 AV; ab' J174 �1 =A : 'N% "INN./ ■• r' { FX44 2$ or— r r -- 4 4 1 4 /16ea." - 5 rzi A 4:1.61 !I,jv :4°1. n Nirl t M'P 7 b 4 1• 642, Li *- ZO itN J 4.02:, ..1 1Z' • Z' ,) IP■IV • 3 3 4 • 01 -3 jl G - i T I { rrN j PO N @ I.r2 ,j {n:v ;fir L LN _ Mix' _Fter esirrlEtN &2 A IZ `+ These plans have been r eviewed by the Public - t for conformance with current ccepxance is subject to errors and do not authorize violations of omiss adopted standards or ordinances. The responsibility - a I fob 1,he ade• uacy of the design rests totally with the .?.itions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings fo! subsequent approval. - kinal acceptance is subject to field inspection by /the Public Works utilities inspector. -Date: % \ Q .w :. -11111VINWID AND APPROVID Iron OIOrraMICAL MINAOR CONAIDSR►TIO08.• SEE Ig17»CII Eb MK 2, 2002 EARTH Con1Su LTP,NTS ..rNC . LETTER S SG NED By MY �. C041R5, et. 425.69 7 0 } YI;.1ER rApdic i . --- :D'r b116 Nei Mae 1har, 3�� b 2rivg irrto �or► ��P tvri�. B r . #1;) ( 64WAI Atr TeeNcH vrisgre 4LoNc Or 0 VtbP:010 PiI•TER _r465s1C kLoore bipe ri&KO* v 1Er+P INTO 1 r 1 '4 ti JAN 0 8 2002 TUKWILA PUBLIC WORKS REC .QED I1 REcEUEILIC WORKS CITY OF TUKWILA DEC 1 0 2001 C 0 FiFfilEct4f0 N RECEIVED CITY OF TUKWIL■ PERMIT CENTER 0 7 711 NO l SCALE: t DA TE ORR T A e4.G r l u. AND 4oMrAcT p(cAVATP 7�(PIC4L D�TAIi, �O� I^ILLL QN2 4PfA1N • z 40416 90 44rW)'...Tie kwihioN - oN OCT: rVt_51_Tio REVISIONS DATE /ilit9 (MO !VIM /SVZic u�¢z va ►►ROVED �r TYPE OF REVISION CA 4 0100 0J p €p&- Goela 151 a A-1 Aa76 AEPEC 17c� I::�i.. JAN 1 1 2002 AS IsOtLU rai K t C , 61-UN -- *L . \r Z % ` LONG CLASSIC HOMES ENUMCLAW,WA �I�������U �� ����� �l ��� l ��� ioLory N T .�.•I �: 4 stito_r -- arvc r•er. Got,i2ccePe PIPa- • U r • C- - riItlittlama CA9 NM P To_. _ __ .DI 1 d ��M T . rC Pf IN • C i) -- - _Z/14Z M APPR BY A . DRAWN ET t REVISED ; I ° LOT I 0 FOSTER HEIGHTS # KING COUNTY, WA ' AWING NUMBER SITE, , DRAINAGE PLAN' - p File: DO --- 333 Drawing# 4 ° ^ ' SL £ | | | | |||| |||| |||| |||| � i][r1i�lTli |' |'|'|')'| | / | | | '|'i'['|'[�!�'|'�/|/ | | / | / / ' | ' ' ' / | ' ' INCH ` ����o � / �� ` �������/'� ��''�|'�^�' ~�� 5 � �` � � � � Zi �/ ' � � . �` • . — ' _~' --� '' ^ WN� ` | | | � ` ' | | | ' |||||��|||�1�|�1|||||11||||| || ||||�||| /��n | | � |�"J'�n|�U|||U�[ |UU||| ''`'''^'' ' /'' '/'//// x / 'u ||| !||| |U