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HomeMy WebLinkAboutPermit D01-355 - FOSTER HEIGHTS LOT 16FOSTER HEIGHTS - LOT 16 4802 SOUTH 145TH STREET D01 -355 i3 .;t;i''J ?s•.= y :b.::,:si;:a.s.a. :S:a.:57iii,:1i4Gi , ali..+kd'd d.t. SidiStiYad:,:i�i."?.u:ai:io'nr� St4:i City of'i'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2610000160 Address: 4802 S 145 ST TUKW Suite No: Tenant: Name: FOSTER HEIGHTS - LOT 16 Address: 4802 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 255 PL, KENT, WA Contractor: Name: LONG CLASSIC HOMES, LTD. Address: 1624 PIONEER ST, ENUMCLAW, WA Contractor License No: LONGCHL05409 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: doc: Devperm $292,337.30 DEVELOPMENT PERMIT ** Continued Next Page ** ..... p.. ....�,.... •••■•••■ . nrw +- r.O(MIXISiCat7.Natti L_bar �wY «'w.M'ntinn1 Permit Number: D01 -355 Issue Date: 02/11/2002 Permit Expires On: 08/10/2002 Phone: 206 - 443 -7735 Phone: 253 - 631 -6864 Phone: Expiration Date: 11/01/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,290 SQ FT SINGLE FAMILY RESIDENCE, 412 SQ FT ATTACHED GARAGE, 100 SQ FT COVERED DECK AREA AND 70 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: Fees Collected: $3,604.51 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 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 175 c.y. Fill 175 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: Water Meter: Channelization / Striping: D01 -355 Printed: 02 -11 -2002 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi n or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: Devperm City of iktkwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 t w � r , i .C�/ Date: Date: 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. 001 -355 Printed: 02 -11 -2002 z . OC w QQ 2 U O ': cn W J �. N w g LI_ I z F_ O z F--; al 2 0 O N .. ca W W . U. = U . O . Lll U = : z PERMIT CONDITIONS Z Parcel No.: 2610000160 Permit Number: D01 -355 Et Address: 4802 S 145 ST TUKW Status: ISSUED 6 U Suite No: Applied Date: 11/05/2001 U O Tenant: FOSTER HEIGHTS - LOT 16 Issue Date: 02/11/2002 i N W W I J 1.- 1: ** *BUILDING DEPARTMENT * ** • O 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. g Q Documents shall bear the seal and signature of a Washington State Professional Engineer. = d 4: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication E- _ showing the fire performance ? ♦-- rating thereof. Z O0 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as U LLI j amended, Uniform Mechanical Code U p (1997 Edition), and Washington State Energy Code (1997 Edition). O co 6: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by p ♦.- that agency, including all gas t W piping (296 - 4722). I- 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for O: special inspection. LLj Z' 8: All wood to remain in placed concrete shall be treated wood. V N 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a ~O I- permit for, or an approval Z 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: 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). 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: All mechanical work shall be under separate permit issued by the City of Tukwila. 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 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: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 avo , 9c*'�"�n l't17htL �w KM.^"".t ^M1' D01 -355 Printed: 02 -11 -2002 20: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 21: THESE PLANS WERE REVIWED BY CHIEF 53. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 22: ** *PUBLIC WORKS DEPARTMENT * ** 23: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. ~z re w QQ JU 00 coo w= APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FINAL PLAT L2000 -026 AND COMPLY WITH GEOTECHNICAL REPORT co LL PREPARED BY GEOSPECTRUM CONSULTANTS. INC. DATED FEB 10, w O 1998. GEOTECHNICAL ENGINEER SHALL OBSERVE THE IMPLEMENTATION OF THE SFR DEVELOPMENT PLANS DURING g CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED TO PUBLIC w WORKS IN A TIMELY MANNER AND SHALL INCLUDE: = A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS w z = B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED 1— DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. Z 0 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 GEOTECHNICAL RECOMMENDATIONS - REFER TO FEB 10, 1998 GEOTECH EVALUATION PREPARED BY GEOSPECTRUM CONSULTANTS, INC., P.O. BOX 276, ISSAQUAH, WA 98027 -0276, PHONE NO. (425)391 -4228. CONTRACTOR SHALL CONTACT VALVUE SEWER DISTRICT FOR SANITARY SEWER SERVICE AND WATER DISTRICT #125 FOR WATER SERVICE. 24: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 25: 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. 26: Any material spilled onto any street shall be cleaned up immediately. 27: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 28: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 29: 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. 30: 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. 31: 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. 32: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 33: Acknowledge receiving a copy of the State of Washington Department of Agriculture's Quarantine Order for the Citrus Longhorn doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -355 Printed: 02 -11 -2002 U � O C - 2 O 1— WW H u 11 .z w co 0 z 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 regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 fie7/3 D01 -355 Date: Ae /6, Printed: 02 -11 -2002 C S W 2 .J U: 00 N f7 ; W = J F' W O u_ Q' co d = W F' Z �. F— O Z H p : N ` za W L L. H U ' - Z . tll CO H =` O ~ z Project Nameffenant: r-- O ,--, Value of Construction: / Site Address: 48' s, / 1;i* 12e S City State /Zip: 06/e7 Number: O// Q Property Owner: ff _ Phone: ?,to O I c S LID N 1 . -v4 S 1 C-- !-/l t 5 Cl C Street Address: City State /Zip: Fax # 6(..p c 0a, 1 gC5S t2 ? 1b ISC1_YL. S1. Et.Lo -tCLA '3 I vJA 9Roz - Contractor: ft likAC- Phone: Street Address: City State /Zip: Fax #: Architect: C ea_ , (� ��C�� � Phone: 253 X3 1 LP L°' 1 Street Address: Cit State /Zip: ty 2 ) ZAS k. >,C �ti � oLla Fax #: 6 c I Engineer: Phone: Street .-•--, City State /Zip: 1-Z97_1' ; E g 1 2 ^ i ? I CtN4 Q 9 oto Fax #: .---- , Contact Person: CIA*0. LL3 Po__, Phone: 2S la's ( o City State /Zip: Fax #: 6 - ,E Street Address: --- 1420S cE ics RL. V ‘ , w VA 9 4 -t a Description of work to be done: 1 . 6 3 gs op 74 ©4 J Type of work: of New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure 11 Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: rg Sewer ❑ 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 Proposed New Square Footage: 32-4v sq. ft. Dwelling /Oa sq. ft. Covered Deck(s) 1 5 1 a. sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 7d sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) S7r72- 7 lo6e - ,0- 1%p 0 *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 "'WILA Permit Center 6300 Soutlicenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 SITEJCIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)#: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ 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 R STAFF USE ONLY Project Number: Permit Number: DQ L !KS BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax ft: Address: City /State /Zip: gift7 ALL SINGLE- FAMILY RESIDENTIAL 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 -11 a). 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, z downspouts and foundation drains, and where drains tie -in. z 7. Parking plan. W 8. Lowest building elevation (if in Flood Control Zone). 6 D 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v v 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. u W co 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w = shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). u) u. 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form g H -9). u a 11 CI Foundation plan and details H = ❑ ❑ Floor plan z 1.- 71 ❑ Roof plan w O ❑ ❑ Building elevations (all views) N o in ❑ ❑ Building height p u2 ❑ ❑ Building cross - section w w ri ❑ Structural framing plans and details necessary to completely describe construction - 0 ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available u. O z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v N P _ O I' ❑ ❑ 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. El ❑ 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2 /13/97 IIKOA am+gr',1" z -o r r «w; yav rr �urT�u ,Wr±;F't'."• * , - � ... �,., a^�,, ,� : ' r �' i �C +l x i f + ,� +�i C.�;l rtJ i'" .s t • F " s . r p`a.� *tti " Yrr l'� ;r 1:fi7 �^� i�Y{' "f'`rs )} �) i %i�t F kA*k •k � k• kkAk k4* k* Ak** k* k:*44k*A k444 4*Ak** *•kAk**•k***•kA* * *k*k ITY :QF TUIWILA;. WA � . • TRANSMIT ***********A******** k *k*•k•k * *•k•k * *•k k•k * * * •k* * *•k ** *•A'��. k•k * *•A k•k'kkk ** RANSMI:T ; Number: 80101399 Amount : 937.14 1 1 /05 /01 10 i O2 a yment Method. CHECKf Notation: LONG CLASSIC HOM . Init: KAS: Permit No D01 -355 Type: DEVPERM DEVELOPMENT PERMIT Parcel ' No: 261000 -0160 ite Address: :4302. S 145 ST Total Fees: 2;383.39 Total ALL Pmts: 937.14 Balance , 1 1 446.25 * * * * * * *•* , • * * * *• * * * *• **• * * * ** * * * ** * ** A**•*** * * * *• *• *•** * *•* ** ** * *• * * * * *** ccount Code Description Amount 100/345.830 PLAN CHECK - RES 937. I4 ,: Payee: PAUL BECK TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Amount Current Pmts BUILDING INVESTIGATION RECEIPT Type Method Description Parcel No.: 2610000160 Permit Number: D01 -355 Address: 4802 S 145 ST TUKW Status: ISSUED Suite No: Applied Date: 11/05/2001 Applicant: FOSTER HEIGHTS - LOT 16 Issue Date: 02/11/2002 Receipt No.: R020001575 Payment Amount: 47.00 Initials: SKS Payment Date: 11/14/2002 08:51 AM User ID: 1165 Balance: $0.00 Payment Check 5162 47.00 Description Account Code 000/322.800 47.00 Total: 47.00 2555 11 /i.8 9716 TOTAL. 94.00 Printed: 11 -14 -2002 t- �.. 6 -J C.) 00 . W = W 0 �: g J u - a. D . i a . IF- _ I— O Z Ci O co CI H =0 Z 1j O Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: KAS 1684 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2610000160 4802 S 145 ST TUKW FOSTER HEIGHTS - LOT 16 R020000198 LONG CLASSIC HOMES Current Pmts Amount Payment Check 569 Type Description 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 RECEIPT Method Description 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,667.37 Payment Date: 02/11/2002 09:50 AM Balance: $0.00 2,667.37 Account Code 2,074.55 15.00 15.00 89.50 37.50 411.32 20.00 4.50 Total: 2,667.37 D01 -355 APPROVED 11/05/2001 3730 02/12 1710 TOTAL 5063.70 Printed: 02 -11 -2002 ect: of Inspectip 1 4-1 t T e ype 0 c.s. 5 +, s 1 Date called 1 i 2_ Specia instructions: ' t f \ 7 Date wanted: / oa E t . . Th . n Request e P163: s.)(42969 ....0),1 Receipt o: .00 EINSPECTION FEE REQ IRED. Prior to inspec ion, fee ust be paid 301 Southcenter Blvd., Suite 110. Call to schedule r inspection. .,) COMMENT INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA,BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. E bneons required prior to approval. Z • LU 6 -1 C..) O 0 t C-1 W W I LL, W g u. < (0 • al z 0 Z I.- D O • 0 O ( - 2 W O w t.: • ° IL - 0 • • Z • C° 1 O P- Z COMMENTS: Type of Inspectrin�: k) �kd 7,� ki --. 4. 7 44(; , X r . °''''' II / Special Instructions: I � Date Wanted: ' (( { « ;m: p.m. ,r -: .. ._. � ( Z06 1 -1 Phone No: I (/2„ok 7/ 1 t . _t / t t \ , (2„--, (---, (2 c, i . 1), „ Pro'ec� Y � Qi Type of Inspectrin�: k) �kd 7,� ki Address: 1 436 1 Date Called: . °''''' Special Instructions: I � Date Wanted: ' (( { « ;m: p.m. Requester: ttti Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF- TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. nsp tor: ,t,� floN Corrections required prior to approval. Date: I(III: Q L 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: Project: r- s . ro ter Hei3i-its Type of Inspection: r. i-tria/ Address : k .... A i 60 VA Ave S Date Called : Special Instructions: ,... ,. Date Wanted: ii — pi-192 • . . . Requester: Paw/ Beck Phone No 253- do6-P312 • INSPECTION NO. . .• CITY OF TUKWILA BUILDING DIVISION ;-6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. COMMENTS: t AA-aFtr.rn auk • Date: Receipt No.: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. LI Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 410.7 Aattigia.4. .11.41414 MAN,414040ikit A 44' Akut 0 COMMENTS: Type of In i-- 1 NI 0 0.0 1.-- ree-4-■ch,3 & 0 ,,,,,.., 1 ....c17 ) •(;) S • I %-/5 s-r Date Called: ea . & c 7,4 \ Special Instructions: , • % . ........6144AAlivwx....... , - Date Wanted: 1 — 1 i 3 — CI 2 ._ (II • f ' fr aa. 4 I e-, Proj9„asi- ' r0. A -/ei h-I Type of In i-- 1 NI Add i 5Z ° 1 ....c17 ) •(;) S • I %-/5 s-r Date Called: Special Instructions: • Date Wanted: 1 — 1 i 3 — CI 2 ._ (II Requester: PAU Phone No: , , •tc,:t;1., • ' "3440444 3 ■aaselittiltiittiatiWilaraltlAPStigig, %tit/WA " • . faaigUpra.i44',. INSPECTION RECORD Retain •a copy with permit t:› i INSPECTION NO. - PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Ej Approved per applicable codes. nsp or: • c orrections required prior to approval: -' Date: — 1 Z) .00 REINSPECTION flEE REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt o.: Date: ' < • ' • Z 2 uj • C.) O 0 W ° WI • LL. —I I- w 0 g LL. co — • a Z I— 0 Z I— LL, uj • 0 0 O I- LU w I 0 r - - U. 6 , z LIJ co 0 0 Project: Ffe +�hts T ype of Inspection: �i na1 Address: L gazS1 St Date Called: 1 ! y p t O - 0 2 L ot Special Instructions: Date W ` • - 2 -off a,m, i. Requester: Travi S Phone No: o 17-79 3-30 " g Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTIO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION =6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: )iltvIrUatrik AAA-e .4e3 OVI "214) Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: idirr lbf/gs 2e /k Project: Inspection: T ype of In p t �/ 4 / Ad s : ,\/5., / (` rya / �•� .Sf Date Called / / /— 7 a Special Instrdctions: Date Wanted: //- �` �'� a.m. ( Requester: Phone o: INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pzi_4 6 ( 1 C ) $47,00 REINSPECTION I E REQUIRED. Pr or to inspection, fee must be afd at 6300 Southcenter Blvd., Suite 109 Call to schedule reinspection. Receipt No.: Date: f ! $� (4.-> Date: Project: • Iosf er Ne+9hts Type of Inspection: Filial SD Address: 1 g o S 145 j Date Called: 11 _ 8 02. Special Instructions: Date Wanted: Requester: Tra I is Phone No 206-7'7B-309S INSPECTION RECORD Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •Approved per applicable codes. PERMIT NO.- (206)431 -3670 Corrections required prior to approval. COMMENTS: ijtA,eu;1 fyV2Leilo /I/Late) f p riAdt/IA, '1 �JVYI� teA Inspec r: Date: t ( I 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z I I- W 6 6 0 U O CO C lo J = I-- W O . 2 � a • a W Z � W O ui 2 • p U O N O I W . O W 1- O ~ Z COMMENTS: -. Type of Inspection: 5frec+ ii `t - fvlAncIa+iort . ate Called: 2- )0-8-0 , Address: 0 '71 +h Special Instructions: WOW W d tike in5pec fiov► at 12 00 - /2.:30. r 5chekled + p f r ),OA OO, P Date Wanted: lo A 02. 1 0/ q/ I- Dom. ` ... 1:,1 aw `,,1.w ti► c4).4 / Ph one No: 2S3 -- 6 0 6-038 2. ii . •� 1.A-- S*A �f' h. '. t 0 (.,,L ( .. l iQ .. t ; ..4, J t, u t A g G .� - -e; 1 r).TI fl _I CI • ? CC..ku- -'-em, h C ex ()( \ (:, tJAi () "(N3 i 641p c 9,1k-fiki w.j . . 1 ( - , I Project: 1-193-ter � e i Ave Type of Inspection: 5frec+ ii `t - fvlAncIa+iort . ate Called: 2- )0-8-0 , Address: 0 '71 +h Special Instructions: WOW W d tike in5pec fiov► at 12 00 - /2.:30. r 5chekled + p f r ),OA OO, P Date Wanted: lo A 02. a.m. Re Pau) 13 eck Ph one No: 2S3 -- 6 0 6-038 2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: Date: IN) e„, .•- $ t c + ••■•••• Approved per applicable codes. El Corrections required prior to approval. $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: ear Project: O r 4-e'Ic e o f Ins ec to �` ` ° Mo ul isAsU1,t4`i• o, A dr ss: �- l S Date called: bk - o).- Special instructions: Date wanted: Requester;� t Phone: In06-0Z82 INSPECTION O. pproved 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. v �• Ej $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ; • CO MMENTS: £A' .// /4 /4 - J 5 1,4 1 ■ Project: ras4er t `` j Type of Ipsp Ad re s: 9 O S ! � ST Date called: 9 Special instructions: Date wanted: "::` am ` Requester: Phone: " INSPECTION NO, 0 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 prior to approval: COMMENTS: b' r o vr G4 2 1 to" W\Gi t h -#--1 OC r c{ ra C ( rr\ LAci4 g� b ets-t' r‘.4 ,r'(1 V W � V'f S O r -- \ 4 \ gect too( ;1L Gtv\c v • <� Inspector: . Date: Ell $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: 1 W re 6 J O 00 J LL w ° � co 1-- _ ZF Z1- np U N . O - � H = U H � : 115 0 ' UJ F. O 1- Z COMMENTS: (� ,r I LAStitrA-t ■ v,., ? 1 3 ` ' a ( v, 41 t - ' , ,s4 ' • \/ \( t VA \ A U th) 4 Type of Inspgctio IA./ le (( l � . A�y(J/ddre s:lt�, s / f1 (}/ 1 vv, 61st - • 2.) Sic, r ry S-+?.. `T rc Ytn mg; h `Clod tr , -- , .J es` 'C try -P I vhr np.ec S 1 to S utc t4 I C1v‘ t 1 1". 9 r S`1- P p 5 ' lee ti Po ( (G)(/) Oz.) t uvv - ►� t S ( t \oa Sf v in prat I-- 3. 1_ lDl c - c - - / t. J~ v f - e A to - et ' r 1 1 1 t" S G 1 r fu )6c 1 -} f( vvN 1(r l .r In t to ; c hr(\ \Oa v. vv\ s- t - � - i .7 g4 J,r vl q EI O 1 (44 )9 A 1 14i-1(11 r K \ Aa 5 C- G to <it 'l l'P V'1 ra' I C Pr ect: � a.�'P� t L 1 o I,, �c Type of Inspgctio IA./ le (( l � . A�y(J/ddre s:lt�, s / f1 (}/ C 7L Date called: j 1 Special instructions: P JJJ Date wanted: ! a.m. io 4 p.m Requester: j I Po ( (G)(/) Oz.) INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. PERMIT NO. (206)431 -3670 Date: 6 )- 0 _,_ 10 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: Pr ect: s . (1 1 Typ • if lnspeytion: _ Mfr• t7 1 f/i Address: 1 4-X D S . i SD' Date alle Oy 7 042 --a cSpetial instructions: ~ !� Date S wan d: T/(") a.m. p.m. Requ 0 / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: r Inspector: Date: / $47.00 EINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • rte .:s'la 4 .. r i..w y V40,4 (206)431 -3670 Corrections required prior to approval. '�'.',k::::+F.�%'s7rir S:J.•'.ti' u;$it43 /44;∎'iti.':40.4. vh:� iaik¢{Gik4i fv. O.Pnk1:SS s", Y$ if.X�$f a?eeoik'g} ntancti.+dai'i\n...% i% COMMENTS: • p p , ,.. ,,. Ty of Inspectio pe -at n: I � a ,?P ,P /» 44)(Tfi ego 17 i ' Ci/ a e -7" 9 t -.4).4 ._...., ., A/ l' 'i/i9 19 /1'41e• •e>v1 1 `,n, 1 s5's b1fp 0 //c Rectu9 er: toe& - 03 ,Y CAA-) - I' I" • . J -ry / L..+ e�- ;/rm Cl � aia, tom? - 4 4 / t4 iac it..L--s /ma / 4- f_ . ) .see -t ./ .5 7g AP ,44P p...,5 1 eii/ - 1--► � er'� s-�C 7-1t° ce -'T Lt f7tfy ject: CS / r kf 5 — L�1 /�r Ty of Inspectio pe -at n: I � A d ress �4�,� : S / 5 L Date calle . 7 �i /0-4 Special instructions: .°-3- Date wa te m' � : !� a. P.m. //c Rectu9 er: toe& - 03 ,Y eipt No: ;Mead' $AzieVa4W: rte, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ? b Approved per applicable codes. F Corrections required prior to approval. Date: - 7 -r9 -av 7:00 REINSPECTIOJJ FEE REQUIRE?. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206)431 -3670 °:7r�,1 ls,;'if:�`�):7'•.nw`�.'�' Sfsw.i�7Li�:c�3- �iie�ckinN�4+ COMMENTS: r , z -/ / Slr� A,fi �s � N6/004 s � ., .1 /u hu tP , 'e F e' 4Y4 ` e : ` ' nes Imo' ,: e_.1-1 I • - rA..{ 7 1 ..9-1-t c- -e.. . Date w . a.m. f 1 0 G p.m. :iip Jl / owl /;,,,, vvt f � cidiAA-yi 0 iveiln2. rsivarx4 - Wed (-a 6 "1 g /0 07 Anno g l v tis z .5 -45(./rs.. i - " ./,��ra.7 A V P ect: K / t°/ i�l t'S Type of In cti n: F ate called: 7 0 ddr ss: A 0 7 i. 4f 60®2 S ' / e./...› •Special instructions: Date w . a.m. f 1 0 G p.m. Requester: t riu 4 Phone: •- D , - 400 6' Z 1'0;4r 'H;ih ice... -�-y ..•«..�`- .. r•...r.- r , . sy »n».x o�4 .: u s ; +.• Y -r M rc. r ; r -: INSPECTION RECORD Retain.a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 j PERMIT NO. (206)431 -3670 Approved per applicable codes. DICorrections required prior to approval. $47.00 REINSPECTION F E REQUIRED. Pri9 to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call 4/schedule reinspection. Receipt No: Date: q " +s '�;,'. tt t'r 'oa `, 5 ; y .A ;! 74 ' �. Y'�Qb � ...t1J.i. ...r f .rq,.. i 'tv1+...��t :?�'L` «ia �Lr� :w::, ✓:E *r�. r1 r ' .M � .S; } �ie Project: .. fri Type of I Addres : Date called: Special instructions: d 2 Date wanted: Jey a.m. p.m. Requester: 1 ' - 1 Phon INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 orrections required prior to approval. COMMENTS: 1- -‘ ) YrfkM•A `} — s.....<\, S Cz .00 REINSPECTION F 6300 Southcenter Blvd. t No: REQUIRED. Prior to insp tion, fee must be paid Suite 100. Call to sch e d I re inspection. _._ y Date: inks ' f44 v 1i� d1;Y<'if Z ~ W re I J U' U O U W 2 J H U) Li. W I L 0 I — WW • 0 lL � . 0 lll c 0 H z Project: F t6te . r e i, ,H e . 1,51}y1...\ 6 , ) r Inspection: ii ciok (A i.„ Address: 1,4 2 S 45h St 0 1t r rTh - aired. ----- f --- *-1, r 12.`,P2- Special instructions: 6, Lot 1 i Date wa e : 1.3.-0 rTri ' ' ' Requester: v.... is , OUSer Phone:. 2. b. _ 71 3 ) INSPECTION ECORD Reta a copy w4th permit CITY OF TUKWILA BUILDING D_IVISI 6300 Southcenter Blvd, #100, Tukwha, INSPECTION NO. N /A 98188 ' PERMIT NO. (206)431-3670 El Approved per applicable codes. H Corrections requi/ed prior to pproval. COMMENTS: • 4 00, k b `\) • Inspector: Date: ( ( ,..y sn, E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BlVd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .'" ' • ' Yte.igAet 4 11114; • .w�ic:NpltT..i� 'r .....ai Z Z • W? QQ �: Wes. JU. U o• . (0 0 W =. J f'; � LL; W o } J tL Q •N H W• F- O •Z F- 2 m! O N' 0 H W • -O w o . . . Z Project: Foster l/e15 l td rf h PXferior . S Ty pe of Inspection: h eer Address: , ` 802 s /i/$114 st Date called: Special instructions: Lot Date wanted: a .m. Requester: Darin QO Phone: 2 53 . 606-0¢77 :.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ev CA:\ €CVtALI $- 7.00 REINSPECTIOI3 FEE REQUIRED. ' Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pa 3 ( - - cTZ.. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior toaapproval ;� �.��, .y as r� xr 'w: &+„, ;• +, g '.• a7iL�'crYi'W� .'s.�'a.z�k� ` ��t. �E�`". t:,• S� ����. ��'`•'.'.�iat�' - ' cl+<: �i '.l- :1�..�.1.'1t`.'t�r °a.`. +!:. .. Pro ec : 2, 1 d,ST� rZ ,7ttr /4, Type oflnspection: .Z XT. S�cE.9,6 Address: Tc?0e2 S /V 5 4 - 7 - Date calle : /E - 0,2_ --_ Special instructions: Date wanted: 5. -/7' -G - a.. m p.m. Requester: .2)/4-'/2e oo rH Phone: C s2 X06 -0077 INSPECTION NO. n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ( 06)431 -3670 COMMENTS: We' / / 4-1;44 / ( Inspector: :�.,.z.d- / ) A (74,4 t i C 7 , 47.00 REINSPECTION FEE R • UIRED. Prior at 6300 Southcenter Blvd., Suite 100. Call to t"ceipt No: • Date: o inspection, fee must be paid chedule reinspection. Date: Corrections required prior to approval. S'' •;ih+�UGe'xea��ixp��i1 Pro�ec / 7C- ,19/7 107 /4 Type of I pe ction: ,rte . Address: gef0 S /S/s g7. 7 Date called 1 ,5 = /6, -0z ____ Special instructions: .. Date wanted: '/7- OZ. a.m. p.m. Requester: 6r,e,264/ Ode'?W Phone: ("v? X 410 — d0 7? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes.. 0 Corrections required prior to approval. COMMENTS: Inspe tor: , /L1 t Date• $47.00 REINSPECTI N FEE REQUIRED. Prjdr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u Pidt r .2ess : i.I'K Z rkt i?.tP X: ' :'7 aa+ : 4 .' J4 IU ;'if+V''dtGL'i� ' L� ' :;; Wtt IiNAt. u a Ti (206)431 -3670 � "ernL:i:t+i i 3.59`..ixt4A 111'0( 1:0 ei` i' 1�e' rr&'t�;::si+.,.`,:;:'L� ++«S�i3 #rL 4 .1 d:I NiV :+ !R'4, P ject: i Typ f In pec ion: e l Act:fitita A d ess: ate calle.: S ial instructions: p • Date wanted ( l j 41 �� ,*:7N1:1; P.m. Regtae'fe' 1 (fi' P 06O 1 C 93 ?Oqr INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - Approved per applicable codes. n Corrections required prior to approval. COMMENTS: A r , k.A-\;,k) ka 4 P [1 7.00 REINSPECTION E REQUIRED. Prior t inspection, Southcenter Blvd., Suite 100. Call to sc ed R�ceipt No: Date: fee must be paid 6300 ule reinspection. Date: PERMIT NO. (206)431 -3670 ;Ffbh�w'..`. 1,�di'YrYt.'f, teieS:�la�i`i€k�!'iZIY tLii !�n�' `.+ iu.'.: Y•x '• ar . ; ' r 1 % �+ Ar�C� 'R1i� t ..+iF+: ° 'l��l�}iF� \vi z Z ' „ 6_ U ' U O : • CO C w = J � u_ wO g u. Z H. ZI- W uj U � O - OH Ili w , I - P - w z U = 0 1 z COMMENTS: ;a, -'''` , "rte j y.1. '.. Li 4 f . 01 �` - • - •7 . - .. : 1 : 4 { i `t /Gtlw u , � � 1. C 04_ ,0 5-E. C. ., t ;2v,4, . 1a) w. 4(114 To Date wanted: Kl ...c A eh u, 1 S, C . , (fJ 1-- N .. Re nester: (t7 P) 79375 ! 1S i t . Pr ject: �. j- ' Lot Typl Inspection: fl on a4 I r s: Date called: / Special instructions: Date wanted: a:m) Re nester: (t7 P) 79375 ! 1S , 4:t4:i':+ "s s �.Cra'rl�ttyw,u rr `�Pc it �i2 ?.+ieS!Git`tiizb:r`�;ii'ii:•iwdi :ifillFfii , INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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. Inspector: Date: 1( 9( z 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: P •'•ct. Type of Ins •ection: d• ss• t' Da a cal e• • • Sptrcial ins ructions: Date wante•: 2 i n Re u r: Phone: e - I INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. COMMENTS: Inspect r( .00 REINSPECTION eipt No: Date: (206)431 -3670 Approved per applicable codes. LI Corrections required prior to , pproval.t Date: _nom, r E REQUIRED. Prior l o inspection, fee must be paid 6300 Southcenter Blvd.,kSuite 100. Call to schedule reinspection. .v": R^G ifi.�:..`r �J•1 i.. �l•:. {. 1 . tr.�1.'Y` R �y�� �•, `��,i n. .��. .. R . "'.}:. e ,• �... �y.• ., ,-,: �.. ;,• . f � f �..'S.c �. lk�.nl.hti. ?� S'at. x�r�k���ti'i1.4..:�..a �Sy S, �r wY t»; rje t: Nola of Insperion , f yT '/, e- i Li , SI Date called: . / 47 ) 7/ Special instructions: ' Date wanted: R / to U a p.m.- Request Phor 5i - f7o 71 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 -Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: � '0)-8-0 Z Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r.i y y;Y tiai:�tiiZL•`w41:W.''.x:..� d.. r' s' L. �tl{+ �: hi� `�� ^"w+.��G:.ufi6c!(.'�.w -"_'S W: n.. tww.w:.•�.�a:�2_�.:...✓.- t'..�: roje l et.) n Type rrspe i • dire . Date called: 5 D 2, SPecia instructions: 1�C 1 Date wanted: 3' / p.m. Requester: _ t7�,,y Phone: - 606 0071 ' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, V17A 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 2_, $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: PERMIT NO. (206)431 -3670 �'yXwdrs rake SY1'f Git"itt, , t P oje t: .1 I = ( � Ty a of Intio « spec ,) o rte? Address: s r o 14 st D to a called: A Special instructions: .m. Date wanted_ . (? .2 ((C) hi Requester - ::. PfU e n 3/C:/�.rC2O - 79 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981.88' 0 Approved per applicable codes. FA Corrections required. :prior t� approval.. COMMENTS: �- -A °'' , ;' p 5 '7' f1�7.1 ?A/1# AL /7) r, Pvt.. rn Date: $4 .0� INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. .,*"J.:f•Nl,'n ti} T�..• a+ c< uiW+' 4' 7.:. f: y.,'&}'; i'! �. w» 4i�:;:f�.i.Y.4.iif�.s { %�i`.fa[+ ��.�,- S4r}',.C%ik;�,J c„•; '�i=:�:3ir �+ i�fi�++ iJis:fx >4r.Si1t:21r.�id(cNiiS:� kit •�' : ,a•.:f;;; '. +.; ` • i0' 4,141 AS4A4 AillaWa 14, M 7 ' e T FIRNIM .'. "i lteg 77 1.,:fri =a .lZ ' °i .� ° L'+ rj 'ems.F�.l�i't5`'^'d'T'd+. ` "Y3`�i'''`4''b ' }�Ir c7" Needs shift inspection Sprinklers: Fire.Alarm: Hood & Duct: Halon: Monitor: Pre- Fire : Permits: FINALAPP.FRM \--N ('rx-¢. 5 ....'. Retain current .. inspection schedule `- Approved 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 .:w. ,,,x l City of Tukwila Fire Department Thomas P. Keefe, Fire Chie TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Permit No. DIN °, „) 20021113001812 DOCUMENT TITLE: Maintenance Agreement REFERENCE NUMBER(S): None GRANTOR(S): Long Classic Homes, Ltd. GRANTEE(S): Long Classic Homes, Ltd. LEGAL. DESCRIPTION: Portions of Lots 1- 9,14-16, Foster Heights, according to the plat recorded in Volume 200 of Plats at pages 89 through 91 ASSESSOR'S PROPERTY TAX PARCEUACCOUNT NO After recording return to: Mr. David S. Kerruish 7016 — 35 Avenue NE Seattle, Washington 98115 -5917 File No. 105.000 a. b. c. d. e. f. MAINTENANCE AGREEMENT - 1 i MAINTENANCE AGREEMENT Lot 2 is benefited by an easement imposed upon Lot 1; Lot 3 is benefited by an easement imposed upon Lot 2; Lot 4 is benefited by an easement imposed upon Lot 3; Lot 5 is benefited by an easement imposed upon Lot 6; Lot 6 is benefited by an easement imposed upon Lot 7; Lot 7 is benefited by an easement imposed upon Lot 8; COI -ass jj J I I J II i nw j III K l Oi 1 a ING COUNTY, USA FILE COPY The undersigned owner of the property herein described does impose as an easement and covenant running with the land an obligation upon the owners and future owners of the Benefited Property (as described herein) to maintain drainage improvements located within easements imposed upon the Burdened Property (as described herein), as provided in this instrument. 1. Ownership of Property. The property which is subject to the provisions of this instrument is owned by Long Classic Homes, Ltd., and is legally described as follows: Lots 1 -9, and Lots 14 -16, in Volume 200 of Plats, Pages 89 through 91 inclusive, situate in King County, State of Washington. 2. Benefited and Burdened Properties. The following Lots are benefited by an easement recorded on an adjacent Lot: RECEIVED NOV "1 3 2002 PU BL I C WOR g. Lot 8 is benefited by an easement imposed upon Lot 9; h. Lot 15 is benefited by an easement imposed upon Lot 14; i. Lot 16 is benefited by an easement imposed upon Lot 15. Each Lot for which there is a right to use an adjacent Lot is hereafter referred to as the "Benefited Property" with respect to the right to use the easement located on the adjacent Lot. Each Lot that has imposed upon it an easement in favor of an adjacent lot is referred to as the "Burdened Property" with respect to the easement imposed upon the Lot. A Lot may be both burdened and benefited, by different easements. The easements described herein are recorded at King County Recorder's No. , and were granted for the purpose of providing drainage for the Benefited Properties. 3. Duty to Maintain Easement and Improvements. The Owner of each Benefited Property shall have the duty and obligation to maintain the easement established for the benefit of the Benefited Property, and all drainage improvements located within its easement, in a manner that preserves the function and utility of the drainage improvements within the easement and in full compliance with all applicable laws and building or zoning codes. The Owner of the Benefited Property may not construct, place or maintain any other ,,. structures in its easement, except the drainage improvements, and may not engage in any Gdo activity in the Easement that may damage the improvements located on the Burdened ,,. Property. The Owner of the Burdened Property may not place any improvements, or engage in any activities, that materially interfere with the function or utility of the drainage improvements located within the easement. Notwithstanding the prohibition upon the placement of structures in the easement, the owner of the Burdened Property may place a fence within the easement (as long as the fence does not damage or interfere with the drainage improvements in the easement), but such fence shall be repaired or replaced at the cost of the Owner of the Burdened Property if the fence must be removed in order for the Owner of the Benefited Property to maintain the drainage improvements within the easement. t Co 041 4. Access. The Owner of the Benefited Property shall have whatever right of access through the Burdened Property to construct, repair, maintain and replace drainage improvements located in the easement, and to exercise the rights granted by this easement. The Owner of the Benefited Property shall compensate the Owner of the Burdened Property for any damages to the easement or to the Burdened Property and its improvements that are caused by Owner of the Benefited Property or the Owner's agents. The Owner of the Burdened Property shall compensate the Owner of the Benefited Property for any damages to the improvements located in the easement that are caused by the Owner of the Burdened Property or the Owner's agents. 5. Indemnity. The Owner of the Benefited Property agrees to indemnify, defend and hold the owner of the Burdened Property harmless from all losses, damages, claims, obligations, liabilities and expenses (and all actions, proceedings, judgments, attorney's fees and costs incident thereto) related to the Owner of the Benefited Property's use of the easement, or the improvements located therein. 6. Compliance with Laws. All improvements, installations and work to be MAINTENANCE AGREEMENT - 2 z ~ w J U 0 D t W= 1_ C/) w 2 gQ co = �.. w z � I- 0 z I- uj 2 • o U o E- w L I:O w z U= O 1 Z 4 constructed or performed pursuant to this agreement, including, without limitation, the installation, maintenance and repair of the improvements, shall be constructed and performed in compliance with all laws, ordinances, orders, rules, regulations and requirements of any governmental entity having jurisdiction over the easement. 7. Enforcement. This Agreement shall be governed by and construed in accordance with the laws of Washington. In the event of any controversy, claim or dispute between the parties effecting or relating to the subject matter or performance of this Agreement, the prevailing party shall be entitled to recover from the nonprevailing party all of its reasonable arbitration and litigation expenses, reasonable attorneys' fees, accountant's fees, expert witness fees and costs, on all issues of municipal, county, state, federal and bankruptcy law. If any provision of this Agreement is determined by a court of competent jurisdiction to be invalid or unenforceable, the remainder of this Easement shall remain in full force and effect. 8. Successors and Assirns. The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and assigns, and shall bind all invitees of Grantor. There is no restriction on the transfer of the parties' rights and/or duties under this Agreement. OWNER: LO CLASSIC HOMES, LTD. By STATE OF WASHINGTON ) COUNTY OF PIERCE ) John I certify that I know or have satisfactory evidence that John M. Long is the person who appeared before me, and said person acknowledged that he was authorized to execute the instrument and acknowledged it as the President of Long Classic Homes, Ltd. to be the free and voluntary act ofsuchparty for the uses and purposes mentioned in this instrument. tL • ;f side MAINTENANCE AGREEMENT - 3 Se. D TED: ri Renee M. Richardson (Printed name) Notary Public My Appointment Expires: Oq r 1 1 2002 ...- r. w+ n.• s.•. �r.-., a•. v.,..+ canm • ✓�.•r•rnr.ea.�++rhu,1H+/+'N!i 1fUrN�WDN�NMI9F' X4 !F'R ,1.^t', • PRIVATE DRAINAGE EASEMENTS LEGAL DESCRIPTIONS AN EASEMENT FOR DRAINAGE PURPOSES OVER THOSE PORTIONS OF LOTS WITHIN THE PLAT OF FOSTER HEIGHTS ACCORDING TO THE PLAT AS RECORDED IN VOLUME 200 OF PLATS, PAGES 89 TO 91, CITY OF TUKWILA, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: LOT 1- THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, NORTHERLY AND EASTERLY 5 FEET THEREOF. LOT 2 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, NORTHERLY AND EASTERLY 5 FEET THEREOF. LOT 3 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, NORTHERLY AND EASTERLY 5 FEET THEREOF. LOT 4 - THE WESTERLY, SOUTHWESTERLY AND SOUTHERLY 10 FEET THEREOF. TOGETHER WITH THE NORTH AND EAST 5 FEET THEREOF. LOT 5 - THE WESTERLY, NORTHWESTERLY AND NORTHERLY 10 FEET THEREOF. TOGETHER WITH EAST AND SOUTH 5 FEET THEREOF. LOT 6 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, SOUTHERLY AND EASTERLY 5 FEET THEREOF. LOT 7 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, SOUTHERLY AND EASTERLY 5 FEET THEREOF. LOT 8 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY, SOUTHERLY AND EASTERLY 5 FEET THEREOF. LOT 9 - THE NORTHERLY 10 FEET THEREOF. TOGETHER WITH THE EASTERLY 10 FEET OF THE NORTHERLY 40.07 FEET (AS MEASURED ALONG THE EAST LINE OF SAID LOT 9) THEREOF. TOGETHER WITH THE SOUTH 5 FEET THEREOF. TOGETHER WITH THE EASTERLY 5 FEET OF THE SOUTH 43.44 FEET (AS MEASURED ALONG THE EAST LINE OF SAID LOT 9) THEREOF. TOGETHER WITH THE WEST 10 FEET THEREOF. LOT 11- THE WESTERLY 10 FEET THEREOF. TOGETHER WITH THE NORTH AND SOUTH 5 FEET THEREOF, LESS THE EAST 25 FEET THEREOF. TOGETHER WITH THE WEST 5 FEET OF THE EAST 30 FEET OF SAID LOT 11. W it sg4 Wig'iifty.thaw•aew ,....r:e:n• ‘Nt LOT 16 — THE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 10 FEET THEREOF. TOGETHER WITH NORTHERLY AND EASTERLY 5 FEET CO THEREOF. r•-■ 0 OZ r■I 1-4 et LOT 12 — THE SOUTHWESTERLY 10 FEET THEREOF AS MEASURED RADIALLY FROM NORTHEASTERLY MARGIN OF THE CUL-DE-SAC FOR SOUTH 145 STREET. TOGETHER WITH THE EASTERLY, NORTHERLY AND WESTERLY 5 FEET THEREOF. LOT 14 — THE SOUTHERLY 10 FEET AS MEASURED FROM THE NORTHERLY MARGIN OF SOUTH 145 STREET. TOGETHER WITH NORTHEASTERLY, THE NORTHWESTERLY AND SOUTHWESTERLY 5 FEET THEREOF. LOT 15 — THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE EASTERLY, NORTHERLY AND WESTERLY 5 FEET THEREOF. Sent by: Earth Consultants Project No. Are approved Plans /Permits onZre Yes ❑ No Permit No. pES, - _ss5 W�.tp�rrpn »�t�..� « e++ t'^.!.'+ YaT: YVr.'? �' W�a- MStxxv!. X.. rw .tgrR..IUF•rN!+.1�YFwMmM.N.�M.: ray. r. v... te„ fw. i�eee, �W+ M1' rY.: 4al!! uM' i1. sHMVx. n.. nrrn. a....« n +mv.�..,r�rry..r,glmv'par<H,•t� 425 746 0860; 11/18, ' : 31 PM; Jetrax #410; Page 3/3 Project Foster Hts Illiiil E;Mill ((nSttllatellS. VIC. o...+.... Ehrrowni p.wr+* • E9......wdeikiw+,w Crnirtsn %MN I Can VIAAC, 4( ' rai•c• 1106 • 136th Ptra N.E &AI. 201. Bellevue. WA ae005 Ballwu. 10251 843 -ve0 Toil Fri• (08L 7:111-8670 FAX 075E 7464660 Daily Field Report General Contractor Lon Grading Contractor Grading Foreman Field Rep. RFJ Time On Site 1:30 Travel Time 1.75 Permit No. General Contractors Superintendent Q aul Job No. E9920 Job Location 47 ave s,Tukwila Time Off Site 2:30 • Miles 45 Hrs. Charged 2.75 Checked By Page of 1/1 Date 11.15.02 Weather It showers ,cool Visitors Report No. LOT 16 Day of Week FRI Client/Owner Lon& classic homes Received Unchecked By Date If No, contact the building department or explain below: As requested ECI returned to the job site to observe revisions of drainage plan for lot 16. Owner, contractor, and ECI toured the site and documented the slight changes in location of a few of the yard drain catch basins and connecting pipe. As built drawings denote these changes which are in general accordance with the geotechnical and drainage recommendations. The location of the four foot or less in height rockeries were also observed and denoted on the as built drawings. Constructions of the rockeries are in general accordance with ARC guidelines for standards and practices of the industry, and the geotechnical recommendations. D . s"Y COPY TO: PAGE CONTINUED ON NEXT 1b1f5 Project ,c1; I . Earth Consultants, Inc Ct*i€ ivicul 1•l, $Imem. Gtnl'J5tc A IfiStTli II'Yk1%*&. Gu,uutrt** Tctrigl I. 1att *Mao Ytr{n :iltm 1805136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739 -6670 FAX (425) 746.0860 DAILY FIELD REPORT Job Location f a 14L,J,1.4 zl1 At" .you) 4 General Contractor or-4i Gradingtontractor Field Rep. Time On Site t) Travel Time /. 5 Permit No. General Contractor's Superintendent Grading Foreman Job No. Time Off Site Miles � Cr Hrs. Charged 7 Q Checked By Page I Report No. Date ' Day of Week Weather iC� t}/ fk4 ✓1/ Visitors Client/Owner R e•eived'Unchecked By Are approved Plans/Permits on -site ❑ Yes 0 No Project No. Permit No. If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ S, & 9u ri i - e r (A..). e cv -Si rl; / e"v '2 .9 1- ; /- UJ4 L 14 TNlz 0 ui L rn 6 ••,., O13.Sc.k1/ n14 &n or AZc^+iSG I :: s l Ccth t . ?Jl 4> 1 <.'L - .:'r.:ICS .Jl i` , ' -' /A.•J.T/f .$7'- 1 44:4 1 2. d..... '' S. I G 14J4.j24 ,%'r," I-1.7 '<ZIA t_TV 7 /,.../ • .4,'1 AsPc f, le• S r..V 774jt= 41:7'/67 "It'c0• (..c,9r- ie'/ 2'4 C) Warrz . Ali 44 , f rrtti%r #eoike,r/ WA -s 4 e �z rN « ,l`i y - rot.•,z o/- Thy t A:7-t # 1c .' --tr: K., lsc. -- TAL . ,i. x'( >>L ;z,47U :4c:', e)-. ,1t ....et- c • 4,04 7-l /-e NR,C:• . v 4 I A l f, le i, err i.vil/gerurxfti A 4 ,67 5 , n FILE c,OPY PI IJ L Ie m L Project ,c1; I . Earth Consultants, Inc Ct*i€ ivicul 1•l, $Imem. Gtnl'J5tc A IfiStTli II'Yk1%*&. Gu,uutrt** Tctrigl I. 1att *Mao Ytr{n :iltm 1805136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739 -6670 FAX (425) 746.0860 DAILY FIELD REPORT Job Location f a 14L,J,1.4 zl1 At" .you) 4 General Contractor or-4i Gradingtontractor Field Rep. Time On Site t) Travel Time /. 5 Permit No. General Contractor's Superintendent Grading Foreman Job No. Time Off Site Miles � Cr Hrs. Charged 7 Q Checked By Page I Report No. Date ' Day of Week Weather iC� t}/ fk4 ✓1/ Visitors Client/Owner R e•eived'Unchecked By Are approved Plans/Permits on -site ❑ Yes 0 No Project No. Permit No. If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ 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'' // 'jpoZ Earth Consultants Inc. Geotechnical Engineers. Geologists & Environmental Scientists ot-U5o Pot -O S Doi OS') Dot - O60 ,Dot- OS'b po► Doi-13a Do1 t 3-J 333 Do t -33C Do t - 33 "7 Dot - 3'3b toot _ 35 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 te,aus 1 iw Niv,t 1,444414'r 14 Letter of Trans m ittai ATTENTION: Mr. Doug Pulley cc: 1. City of Tukwila 2. 3. 4. APR 23 2002 C Cm m -i li'� v TO: Long Classic Homes OEM of-,u-w.; 1624 Pioneer Street Enumclaw, Washington 98022 WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results ® Per Your Request ❑ REMARKS: If you have any questions please call our office. Earth r DnS tants Inc. GcotechntcaI Engineers, Geologists& Environmental Scientists 1805 - 136t 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 Copies 2 Date Description 4/18/02 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! z • • I I— ~ w re u6 � J U O 0 : 0 W = U) O Ili u. co =a I.w Z = I- O Z w U � O 92 O H W H U H LL D lil U= O } Z Letter of Transmittal v, c A P R � � ZO "'IPA r . TO: City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 ATTENTION: Mr. James Dunaway WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: THE FOLLOWING: ❑ Field Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results ❑ Per Your Request DATE: March 3, 2002 JOB NO.: E -9920 PROJECT: Lots 10, 11, 13, 14 and 16 Copies Date Description 2 4/3/02 Slab Drainage Layer - Revised THESE ARE TRANSMITTED FOR YOUR: ❑ Information ❑ Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑ REMARKS: If you have any questions please call our office. cc: 1. Long Classic Homes 2. 3. 4. ATTN. Mr. Doug Pulley ATTN. ATTN. ATTN. BY Keri Bate • Earth _.onsultants Inc. GcotechnIca! 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 Thank you! April 2, 2002 Revised April 3, 2002 E -9920 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Mr. James Dunaway 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 Dear Mr. Dunaway: Drawing Details Site, Utility, and Drainage Plan Foster Heights Earth Consultants Inc. Grntcrhnlcnl Enghwers. (Icologists R I ?nvironnwnlal Scirntlsls 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 'sz�nr x cs'. Nth Mtx Respectfully submitted, Raymond A. Coglas, P.E. Project Manager RAC /jme 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 XP� F 37: 7 ' Z cv• I Z Earth Consultants, Inc. OZ. V April 2, 2002 Revised April 3, 2002 E -9920 City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Mr. James Dunaway Subject: Dear Mr. Dunaway: 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 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 z. 1 z J O 0 J = 2 u w O '. u. J co a, z W z � I-- O z!-- w U � O - Cl W I 2 O ii w z H =' O 1 z City of Tukwila April 2, 2002 Revised April 3, 2002 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. Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager I FXPM" 7 r zy , z I RAC /jme cc: Long Classic Homes Attention: Mr. Doug Pulley Earth Consultants, Inc. E -9920 Page 2 March 28, 2002 To Building Inspector City of Tukwila OMUH =1141 i,w C, c. \..I SGA Engineers Structural & Civil Consulting Engineers 1.1 .. v47- $;„_'). imACP N '3 From; Greg Thesenvitz, PE Principal E*PI.tCS 3 /Y;/ o Re: Long Classic Homes ResidentiaTP ode Plan 472/450. Lots 10/16, Foster Heights. 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 (Le. 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. • Please address any questions to. SEGA Engineers. 2 /2'd L9Z'ON RECEWED MAR 2 8 2002 BuiLDI IG DEPARTMENT 2292.8 SE 312" ST • Black Diamond, Washington 98010 • (360) 886 -1017 S3W0H OISSd10 9N01 WFiLO :0z 02 2 ' 82 ' NUW 1 re w 6 J U; O 0 .. co ea, .JI w 0; g LL. N a mo w.. • Z UJ zF- U � O N, 0 H wW H U; o '. Z w • O /- • • z • tr 2 J U: 00 U WX J F— N L. w 0, u. < = Z �. Z 0 This letter is to inform you of corrections that must be addressed before your development permit can be j o a O. pproved. All correction requests from each department must be addressed at the same time and U reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, p — the Building Division, Fire Department and Planning Division have no comments. w w . The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate — u. Z 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. U =` O z December 10, 2001 Charles Prib 14205 SE 255th Place Kent, WA 98042 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -355 Foster Heights — Lot 16 4802 South 145th Street Dear Mr. Prib: In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, b_ Oak Brenda Holt Permit Coordinator encl xc: File No. D01 -355 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206-431-3665 .1ikC;LiC;i6:: ;1 . ' '4,:vkw aV.I. 4.i,1it.1tAi,"4a14d:4 A Return Address CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433 -1800 Document Titles). Parties: Other: ' CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 20 ip 1 8 1 e a / A ae ea : :ie KI� COUN Y, UA V.l.Kl.oF Surrr Last First TRIDOR Incorparixtexi Company Name (if business) 5 ¢atkle I��R 98121 ralsk Initial 222Co Elliatt _Ave. A Address City State Zip Legal Description: Lot$ 1 '1.lrout_ } , I of FQt+ee Ple plat L2000 -026 r i pi go. 200t078 Q Assessor's Property Tax Parcel/Account Number(s): 261000 -0010 2610D0 -0020 6T, -p [ �/(�}/(�}/(�r ����I� •� ��� �!Q �,� ' �� :'I � 4lV,�Y 8188 "h p t i1 iii . 1 � it I 1 I :SO B •• ni4riiiiliii Lot No. Tax Parcel No. I Address 1 2.44 Oa) - 0010 0340 5 . 1'16 s f 2 2101 ODD - Ob2-0 4 zo !' {-1, 5b 3 2fo ( Doo - G b3 , f). 4 } -�dlU S. ! t-lo s6 4 Z(v ( Gtx) - DD z.D 14520 4/ ,4ti S 5 26/ Pp() - COSD 1 4510 41 At/ S 6 Mot DDo- 00 tab 4009 5 7 Vol ODD - CXY70 Obis s 14s at • 8 2.6 I t7OD - DDBO 4 ez - 5 145 S� 9 Vo 1 D00..0090 1 1835 S I 1 0 2(01 Do() - DloD q cils 5 kW 5E: 11 'L(, l ()DP - 011 O 9 q th 5 14s 12 2pIb00- 012..0 1133o 5 iits 13 2.(0 lOcD -Dl3Q 1SZD S 44 14 1(91C M)- 040 '1812 5. Rs 5t 15 , Zle I DOb - D1SD 1BOlo .s fits 16 lb load_ bib() 1?oZ 5 45 3t UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed system upgrade at Foster Heights 16 -lot subdivision development, Pile No L2000 -026, at 47"' Ave South and South 145''' Street requires undergroundmg per Ordinance 486, 924 and 1321 A LOMG 5. I+b+h 61REET - 5EE fr111C1~I MEW?" A , In compliance with the requirements of Ordinance No 1607 the property owner of this single- tamely development has demonstrated application of the Underground Ordinance will create undue hatdshtp if carded out as part of the development 'flee Owner is obligated to pattictpate in funding future undergrounding improvements for their proportionate share o - said undergtounding fronting their property Furthermore, if the L I D /U L I D Iirocetts is used to carry out the construction of this undcrgrounding, the Owner waives the right to protest L I D or U L I D formation for this under 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 propel ty owned by Owner which would be within such L I D 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 recording will be paid by the City This Agreement shall be binding upon the parties, their respective heirs, legal reptesentatives, assignees, transferees and successors This Agreement runs with the land .,.,.';Ere•• ,.'ie : :s, _t.yr;�S;ni4`i;L51` attic' tifii! `k®,ireft+isti;:' cu�.e .r."fup'�• <txxi 1'� ) , �+? T#' �+ r" �4�, r( 1" U:' iRit `"..':?".A1wC'7?tt'C "S4'2�t�. M ^Ft�*^7t. APPLICANT: Street Address Applicant (Signature) c/'7 G� 77 S Applicant (Print Name) Phone T•r %moo v- ..� is , 7 / ' , f STATE OF WASHINGTON County of kkl On this day ersonall appeared before me e, l I 1/.10i to be known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged tha ie she /they signed the same a Iii s lier /their free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this 1 2" day of (n-' Veto � V CITY OF TUKWILA 3 lIc Works Director ) ss 7- l -o ( Date 9 K/z( City, State, Zip 9 Signature (x •t L_ G.tAa1 Print Nimre NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT C D& My commissidn expires ( TI N /9.001 Date 4■• Imip ••• •••• •••••• •ms• 10/ um••■• war 0■••••••• maws • ••• •W11•• •• //ma( anis oar • SO..) IMMO. OW. Yon • 'Jai i t are a • • weer•a•C" i t 1 t 161 •■•• am. 4 • I I • , • -.• , 4 t - " • , - r - t• 1 i•••• / I 1 - ...a. • : • • 1 • EEG M ENT • 4 • Well,. • S. 14Sth STREET 5 . S t 7 •••• •■• • mi•••••• S 145TH Sr • I SUBJE TO laiDEP..(2 eDUNDI • 13'. r n'N 1 Mar 908000 gO80 ••• !Ma ••••••••• Si • =owns • ••,•• ATTACH M EMT -A • """", RCC • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. o u IU •■••■•■• 015'3 A 'SIMPSON' HOLDOUJN STRAP PER PLAN OR MSTC40 MIN. EXTERIOR SHEATHING PER PLAN 'SIMPSON' HOLDOUJN PER PLAN $4 BAR 6 10" 0.C. HORIZONTAL. el 20" 2' -10" S .. 2x STUD. USE (2) STUDS AT HOLDOWNS. 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 43 " � AT 60" 0.C. MIN. $4 BAR 16" 0.C. - VERITCAL -0" MAX '4 BAR CONT. (TYP) COPYRIGHT RIGHT 2001, SEGA ENGINEERS CRIPPLE WALL FRAMING AT FOUNDATION LONG CLASSIC HOMES SCALE: NONE FOSTER HEIGHTS, LOTS I - 16 RECEIVED CITY OF TUKWILA - J L JUl PERMIT CENTER SEGA Engineers /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888 -1017• FAX 888 -1018 � ' DOI3SS MOfrD1 Sent by:- arth Consultants January 2, 2002 425 746 0860; City of Tukwila Department of Community Development 6300 South Center Boulevard, Suite 100 Tukwila, Washington 98188 Reference: Geospectrum Consultants, Inc. Geotechnical Evaluation Foster Heights Plat Development Tukwila, Washington Dear Ms. Spencer: Drawing FH -16 Site, Utility, and Drainage Plan Foster Heights, Lot 16 Attention: Ms. Joanna Spencer, Development Engineer Subject: Geotechnical Review — Lot 16 Proposed Foster Heights Subdivision Residences South 146 Street and 51" Avenue South Tukwila, Washington 01/02/02 4:42PM;]etFax #349;Page 4/5 Earth Consta 1 Inc. ,;,41(01111111111 {;11 lt�t tl5. (itt)11 1i11{g1N 11 ;t'tt711 Ntb ■1 (1 a (S r',J n r1 41f 7 E -9920 JAN T'e0N1 JO 'NO 1 <S RCOEIVED GITY OF TUKWII.e FEB 0 6 2002 PERMIT CENTEi, In accordance with your request, Earth Consultants, Inc. (ECU has reviewed the referenced geotechnical engineering study and drainage plan for Lot 16. 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 16. CORRECTION LT R # 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746-0860 Toll Free (888) 739 -6670 D0i455 S:�S.Yti: Vt n`S? tim z Fa=- Z . w 6 U0 0 CO al w= J I--. CO u. w0 u. a . 1-- w zf... F- 0 Z O • t1; O E- w • w ; • o w U N' 0 z Sent by: Consultants City of Tukwila January 2, 2001 We trust this information meets the geotechnical plan review requirements for Lot 16. If additional information is required, please call. Respectfully submitted, EXPIRES 7 Raymond A. Cog las, P.E. Project Manager RAC /lme INC. cc: Long Classic Homes Attention: Mr. Doug Pulley 425 746 0860; 01/02/02 4:43PM;JetFax #349;Page 5/5 Earth Consultants, Inc. E -9920 Page 2 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. G 1 3sr 6(//6- pPc ii G. _ie., 8/O Sec go,4 41.0 647 K6 • 60 .5o .6' 3 ! � a / Z --- 0-- - e5 /V 6'9 ? � , < - 0 / `I— -4- 83b Z© K60 .5g7 /Z. / 4— -a- g/o 60 74 t 5f7 zZ) -j --te - 800 3.O IC ¢-o - 6 `z / -(- -(C-- goo 0,0x2v .t9 6 / -- -t-- gZa 0. 4 1 x 1 9 / - /c— _� glo 60 s< 3-o - �lJ -u- -e -- ,g`O (1>000- ) 6o42.4 -go o 7 c WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM • PRESCRIPTIVE APPROACH 1. HEAT SOURCE: /���- (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose, Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE CIT Y R OF E TUKWILA PERMIT CENTER The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. TOTAL GLAZING AREA S.F. - Residential Energy Code Form H1 5 9/10/01 TOTAL CONDITIONED FLOOR AREA GIP(0 Pi's, CITY OF TUKWILA Permit Center r P 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 --- _.— -= 7 q SU;LD F1ya 7 "" H t 15 'J 4 T.IVITY #: TOTAL GLAZING AREA 49 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE Dbi3 fs%tOfr2�7 !�1 Address: Permit # C eilin vaulte llal { s : Floor • • :':: Residential. Prescriptive': (Chapter 6) Options for:Heat:Source: Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions, 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested . • information. Department staff can help you with general questions about this form.' S Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN;• .. ° CHECK ✓ One aazin oo:r ;;Vern U =fac r 5 oor: .. lJ_ '.`.' ..... r: R factor • Wlattics above.: grade ....., belowgrade ... :::: ?Slab:on:grade; Footnotes: ....... ter.ioT ar : exterior: an Review;; e selected pprO.V0 . R.HUG 0175101 :O.PTION : TI.ON • - OP.TI.O 0 Med • 10% 0.70 0.68 0.40 (R -2.5) R -30 R -30 R -15 `R -15 R -10 R -19 R -10 i : ° III::!::::::: O 0 - Med 12% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 :groffca.f use: <orst, tion ES appropriate for:: High 21% 0,75 0.68 0,40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 501.1 2, The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min. HVAC equipment requirements: 'Low' AFUE _> 0.74. 'Med' AFUE ? 0.78. 'High' AFUE .088. Heat Pumps: low' HSPF >_ 6,35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. 4. (Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. PTION'. :: OPTION OP.TIOf :::::.OPT1O VII O 0 0 Med 21% 0.65 0,68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Vyrnmgton Slily Unrvusly energy Program Low 21% 0.60 0,68 0,40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 : • 'st�l11�C' Med. 25% 0.45 0.68 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 Wed 30% 0.40 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 . R -25 R -10 Cez17 : :CO.DODto:501 mtir Med unlimited ,25 0.40 0.40 (R -2,5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 Project Name: Address: Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): ❑ I. ❑ II ❑ III. in IV. ❑ V. ❑ VI. ❑ VII, • ❑ VIII. 2. House Square Footage (HSqFt) 1/43Z9 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. ❑ b. Electric (forced air) /24 BTU /h per sq. ft. ❑ c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 4. Equipment: _ a. Make C��=1t�ief54f b. Model 6 J8 /TA:)(/ D -7Z c. Size in BTU's 6'6 - 60 o 5. Calculation /(HSqFt) .32 (see line 2 above) BTU /h X 9 (see line 3 a, b, or c above) gS 0 BTU Equipment Maximum Size Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: Applicant's Signature: 7/9/96 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 72//c. .160 •n-r -r4 e< Date: • • PERMIT NO. DATE: PROJECT NAME: 7 l � j PAL 097 1 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses:) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems, Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. '4* Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. s Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans, All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V,I.A.Q, Section 303_4,1 Section 303.4.2 Section 303.4.3 Section 303.4.4 Indicate on plans a proposed system to be used. (Refer to attached code sections, select one, and list here: 349 ' 4 - f . z < z • W: O 0 CO CO W W u_ W o . J LL. ? . w o . w Z H. �— o . W j U o- CI I- =U �F- 0 ii z U =. 0 ' z I � . 0 a vo�v IGR -2 <TR -2>6 TCLL 25 PSF PITCH 6/12 TCDL 7 PSF TYP OH 1' -6" BCDL 10x PSF TOTAL 42X PSF DRAW BY LL M.Y1'117#7G t3i11�?t�l CATY Of TUKWILA APP1O`'E[) 30 r r n ft 0 t L. .� •J 9' -3' RECEIVED 9 -0, {� 9 CITY OF TUKWILA 10' -0' 20' -0 t UV -- b 2601. PERMIT CENTER SAVED AT: L: \LAYOUTS \LNGCLSIC SAVED AS: 450 -A Scale: 1/8" Date: 10 -05 -1999 LONG CLASSIC - mpompook W co lL Q I ZH o p I— O . ZI'- U ON . = U H . .. W U =. O I- z W • ce 6 JU U J H Z SIZE SPECIE GRADE PANEL IS) TOP CHORDS: 2x 4 MSR . 1650F 1- 5 BOTTOM CHORDS: 2x 4 MSR 1650F 1- 3 WEBS: 2x 4 HF STD /STUD 1- 5 TC BC MAX PURLIN SPACING 24' OC. UON. MAX PURLIN SPACING 120' OC. UON. NOTE: 144BRACING AT 24' O.C. FOR ALL FLAT 70P CHORD AREAS NOT SHEATHED. MAX LL DEFL - -.119' @ 7 L/360 - .647' MAX IL OEFL - -.172' @ 7 L/240 - .971' MAX HORIZ. LL DEFL - .055' @ 6 MAX HORIZ. TL OEFL - .078' @ -6- SEQ. NO. LUMBER S: LFICATIONS 12 6.00 V C- 2.5x3.4 C -319.4 Scale: 0.3125 J08 NAME: 8H -20 -6 -42 FILE NO. &3H-ZO'-6 --42, DATE 7 - 6 -39 DE BY 174HA4^ IC TC It BC UNIF LL UNIF LL( UNIF lL UNIF LL ( • 20- 0- 0 HIP SETBACK 8- t. FROM END WALL LOAD DURATION INCREASE - 1.15 + 50.01-00L( 14.0). 125.0) ( - 50.01 +O1 1 1 - . 0) 4 01( 25.0) TC CONC LL ( 466.7140L TC CONC LL( 466.7) +OL 20 -00 -00 .NOTE: 1X4 bracing at 24' o. c. maximum for all flat top chord areas where shown x. LOADING T 64.0 PLF 0'. .0' TO 0' .0' 160.0 PLF 8' .0' TO 12' .0' 64.0 PLF 12' .0' TO 20'. .0 25.0 PLF 0' .0' TO 20' .0' 130.7) - 597.3 LBS @ B' .0' 597.3 LOS B 12' .0' 130.7) - 12 C- 2.5x3.4 Q6.00 VERT VERT VERT VERT -4o ANSI /TPI SINGLE MEMBER FOR,,_. W4WRDH T 1- -3023 8 1- 2651 W 1- -9 T 2- -2904 B 2- 2637 W 2- 160 T 3- -2637 8 3- 2651 W 3- 0 T 4.. -2904 W 4- 160 T 5- -3023 W 5- -9 JOINT JOINT LEFT - 1679 RIGHT - 1679 BEARING AREA REQUIRED (SO. IN) 1 2.69 OF / 4.15 HF / 3.95 SPF 6 2.69 OF / 4.15 HF / 3.95 SPF WARNINGS: 1. Read all the General Notes and Warnings babe construction of Pusses. 2. Builder and erection contractor should be advised of at General Notes and Wzrangs bet-...e ararudion commences. 3. 1.4 compression web bracing must be installed wt+ne shorn •. 4. Al lateral force residing elements such as temporary and permanent bracing. mist be designed and provided by designer of complete structure. Truss-Span assumes no responsibility for such bracing S No fwd should be applied to any component until after bracing and bsteners are complete. and al no time should loads be greaser than design loads be applied to any components. 6. Truss-Span has no control over and assumes no respossd ley lot the iestalation of mrponents. 7. This design is banished subject to the limitations on truss designs set forth by the Truss Plat. Institute in 1118491 Summary Street% a copy of whidl w be banished by Truss -Span. upon request. General Notes. unless otherwise noted: 1 Design to supped loads as shown. 2. Design assumes top lord to be laterally braced at 2'4' cc. and bottom chord at 10.0 o c. max. if floor and 12' -0" o c max. it rod. 3 2.4 impact bridging or lateral bracing recommended where shorn • a. 4. Installation of truss is the tesponsiblrty of the respective contractor. S Design assumes Cusses are to be used in a non - corrosive errvirormert and are for *dry condaion" of use. 6 Design assumes M bearig at at pans shown. Shim or wedge 1 necessary 7. Design assumes adequate damage is provded. I. Plates shall be located on both bces of truss. and placed so their center fines coincide with joint career foes. 9. Oigis indicate site of plate in inches. 10 For basic design values of the Cmpubus Plate. indicated try the pen "G" see LC O O. R.R. 4211. 11, The Compurus Net Section Plate is indicated by the prefix Tar. desipuror (le) indicates ID ga material is used. Al others are 20 go. TRUSS -SPAN Lumbermen's Building Centers NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Scale: 1/4 1nR NAHF• TTT - FILE NO. 24140.7 �Q LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2' 4 MSR 1650F 1- 4 BOTTOM CHORDS: 2a 4 H5R 165DF 1- 3 WEBS: 2. 4 HF STO /STUD 1- 4 IC HAX PURLIN SPACING 76' OC. UON. BC MAX PTYALIN SPACING 120' OC. UON. • ^. 12 6.00 p 10-00 -00 TRUSS SPAN 20'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C1 LOADING LLI 25.0)+DLI 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSFrt TOTAL LOAD - 42.0 PSFr 11 5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. 10 -00-00 12 46.00 J il\ C 2.5x3 1 C 2.5x3.4 2.3x6 C - 3x1.3 C-316' IS) 20 -00 -00 C -3x1.3 WARNINGS: 1. Read a1 the General Notes and Warring: bebre construction of trusses 2. Ba1ds and erection contractor should be advised d as Genes* Notes and Warnings bef t test t,oie n crxner -es. 3 114 con session web bang muse be installed there shorn r. 1. AI lateral bra resisting elements such as temporary and permanent baring. oust be designed and provided by designee of complete strudae. Truss•pan assumes no respontbree ice such badrg 5 No load should be appied to any compound until after !tracing and fasteners aw complete. and at no Wes should bads be rester than design bads be appied b any components. 6. Luss•pan has no control over and assumes no responsbay Ix the instillation or oonpattnts. . . 7. This deign Sc banished subied to the hmdations on truss designs set lath by the Truss Plate Institute in 1119•111 Summary Sheet•. a mgr a *Nth wit be Armtcwd by Truss -Span. upon request. } General Notes, unless otherwise noted: I. Design lo support bads as shorm. 2 Design assumes lop chord lobe laterally braced at 74" o.c. and boron dead: 10%.1 c. mar. w' ;osr and 12.D o c. n o. s'rooi. 3 214 fmpad bridging a lateral bang recommended whew shown r a. 1 hnlatation of buss is the responsDii y of the tespedive contractor. 5 Design assures trusses we lob used In a noncorrosive emiramed and are tor - try cordtisn - of ass. 6 Design assumes Iu1 bearing at all parts shown Shim or wedge I necessary 7. Design assures adequate drainage is povided. 8. Plates shall be located on both bas of truss, and placed to thei carder f coincide verb foie center Ines. . 9. Nis ih6cafe size of plain in inches 10 Fa basic design values of the Comp l us Pate, Indicated by the peter - C see 1.C.BO.RR.42t1. 11. The Campurus Met Section Plats tr iidc led by the pre61 The designator (111) indicates 1 t so material is used. AI others ale 20 ga. DATE f,5=99 DESIGN BY SEO. NO. ANSI /TPI SINGLE MEMBER FORCES T 2 - 2106 B I 967 W 2- T 2- -945 B 2- 676 M 2- T 3- -945 0 3- 967 N 3- T 4- -1106 N 4- LEFT - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 740 RIGHT - w4wROH -239 320 320 -239 740 BEARING AREA REDUIRED ISO. IN) JOINT 1 1.10 DF / 1.83 HF / 1.74 SPF JOINT 5 1.10 DF / 1.03 HF / I.74 SPF MAX LL DEFL - -.040" P 7 L/360 - .636' MAX IL DEFL - -.060' 0 7 L/240 - .954" MAX HORIZ. LL DEFL - _017" to 5 MAX HORIZ: TL DEFL - .025" Q 5 T RUSS -SPA Lumbermen's Building Centers Copyright IC) CompuTrus Ir 3 Ii 7N i LUMBER SPECIFICATIONS SI2E SPECIE GRADE PANELS) TOP CHORDS: 2x • MSR 1650F 1. 2 BOTTOM CHOITOS: 2x 8 MSR 1950F 1. 2 WEDS: 2* 4 HF 5T0 /STUD 1- 3 TC MAX BC MAX PURLIN SPACING 120' OC. PURLIN SPACING 64' DC. UON. UON. t 0 C- 5x14.5 Scale: 3/0" JO NAN •GR- SEO.: 780615 - 3x4.3 DATE: 10/ 5/1999 �y .DES. BY: (_ i 12 6.00(' TC UNIF.LL1 50.0)401( 14.0)- 64.0 PLF 0' OC UNIF'LL( 225.0)'OL( 118.0)- 343.0 PLF 0' C -5x6 C -3x4.3 C -3x7.7 I C -7x7.7 3" .yp 0 -00 -00 8- 0- 0 GIRDER TRUSS SUPPORTING 20- 0- 0 LOAD DURATION INCREASE - 1.15 i warMNOI: 1. Pima r O-re Nowa. r.i v►...ar.p• berms .r.w..a . M .r.r..r. I. NUM, - - ...1... w.vw..► d.«b. ►..OA..i of r O•■••l N*.... d M_.ry. bdm.....r..do. .o...rr-. 3. 1.) ...p...dw deb br►by 1..m b. 111.0011.1 .here .bees. 4. as Idrd t... merlod y .i.-rm w.• w bode. 111 sod prom. -.t M.i.p. seers bo dud ..4 r.* needed b. 411.1pr of d+wpld..srdr.. C..T.r.m sees -or r. r-.1. .* Or n,de b..yy. S. M. Seel 1...44 b. .pp4.4 M ..y emelpa mewed obr d bemire, moil /ewer• re rwprd.. sod r -. 1.V. d1.// ow" Idea. gomierr Ono rd.. 1.... M model m. wy .e.wy....e. I. C....r.r h.. - ....rd ..r m.t wooer -. w.p...rfilliy 1m M 11.1.4..+... d'M.-t .w1 a..w.e.r..r ....!room. 7. M 4.ti. b be.l.A.. webfoot M .L ..i.4r .- some 1..1r- M t..M by O- Timm NNW nrr.n. b7.dit. O.e.d 1rrr. 141114r. • dopy of ..ad. ..r b. flooldiod by C.u.p+e.Immo.-p... LOADING Wedge required at. Neel MI .0' 70 8' .O' VEAT .0' TO 8' .0' VERT • LEFT - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ANSI /IPI SINGLE MEMBER FORCES 4NROH 7 1- -1545 0 1- 1367 M 1- 1498 7 2- 0 8 2- 1372 N 2- -3714 N 3- -109 1653 RIGHT - 1603 BEARING AREA REOUIREO ISO. IN) JOINT 1 2.64 OF / 1.00 HF / 3.69 SPF JOINT 5 2.57 OF / 3.96 HF / 3.77 SPF MAX LL DEFL - -.025' 0 • 1/360 ■ .236' MAX TL DEFL - -.037' I1 • 1/240 - .354' MAX HORI ?. LL DEFL - .007' P 5 MAX HDRI2. TL DEFL - .010' Il 5 EXPIRES 6110101 d f . c G.n.nl NM... twice. ethrwi.. noted: 1. D.sigo to support bade Y shown. Design conforms to UDC -97 2. Deesvn a.auwr. 1tr top and bottom lards to be later.0y braced at 2'•0 c.c. and M 12' -0 e.c. respectively. 3. 2.4 Impact btidai.y a lateral M n .d where shown . • 4. Iral.aati.n eI touts • del re.p.reidr el the r.sp.cin. Cora r.aot. s Weems S. Design arson.* Weems a1.e le b. it . rro-c.rte>... erns.rw..en.. and r. lot 'd.y contheisn' of use. S. Design assumes lull bearing at as supports shows. Stint or wedge it mesas,. y. 7. Maim .sauna. adequate &.imam is provided. S. Plate. .hall be located en both tare../ t.us.. and placed w dal. comet Lim... coincide said. joint cantor Imo. 4. 0iyhe indicate mime of plat* in inches. 10. Fen basic design vabge el tl.e C..npulru. Plats. indicted by 5* p.lix R.II. 4211. 11. 7). Ce5npwnns Na Section Rea is i ictM�y Ni. prefix 'Ch' the O.i . n is. Ina) btdt'c.l.e 1• g.. mrarial b i s 4. AM .u1.. a 20,a. h. er n • AnVer 1.07 (1L) -b1 5 1. n _1 T r LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2e 4 NSR 1650F BOTTOM CHORDS: 24 6 NSR 2650F WEBS: 2a 4 Fir= STD /STUD IC MAX PURLIN SPACING 24' DC. BC MAX PURLIN SPACING 120" OC. NO1E: 1X3 BRACING AI 24' D.C. FOR Aid ALL FLAT TOP CHORD AREAS NOT SHEATHED. ' OFF PANEL SPLICE NOTE Off panel point splices at 1/5 the panel length either end of the panel except end panels. T r , C -5x9.4 o►= Jr Scale: 3/16" JOB NAME- HIGP -2 DATE: 10/ 5/1999 DES. BY: t SEO.: 780614 12 6.00 -3x4.3 PANEL IS) 1- 0 1- 6 1 -11 are located +/- 6' at inDlcated_ 7 -11 -11 C - 3x4.3 / �C -3x4.3 C -5x9.4 c> 0 sr. - - rilj 10 -00 -00 lC UNIF 11 160.0 PLF UON_ BC UNIF 11401- 25.0 PLF UON. C -419.4 1' C- 5.5x9.4 C -3x6 C -5x9.4 C-3x4,3 Jr . C 5.5x9.4 C - 5.5x9.4 CN- 5.5x11.9 (S) C -3x6 1. fro/ / Conrad ILK. ..rd Worry. 1.e.•• rrrarotlw M w.a 2. •alter rod wore .•.44614 Orr. be MMsd . 1 .4 Gr./ N rm .red Marbre 1.M• oar arrow error re. 3. 1.2 •••••• web Sorb. moms M b..a.a.4 erre rear • . d. as t.N..t Ire erring d. err r t.rrr.ry and paean -a Mate. arrow M ve..d or Kerrie by ...ter .1 carfare err.. C•-•rer•. arr.. r .ryrrram'ly 1r .... roa.e. S. N. s..4 sar.di M ...Sr N ray .r..yrrrh orb Or .• Irma. fam.r.r. ars r..er.r.. err at r cur ••• awy ls•dr /oats Ikon drlrr tors 1 .hood M ray r1111prr4. •. C.a.ro.r•• hue rot wars ..r or WOW* r r- frr4m'ry Imo ere ..ad•.. __ Ira • •h•4 - W ►.r.asten of 7. 'Dr dearm r b..dd..d Name... re Smarr. or bre 4.•lern or Irk by ob e ter• N.r b..e► -. beware Word 1.ra•r. 11♦ - •1'.. ..rig of rear rat b. bordr• by C.rrwar woe ..Ora. LOADING LL1 25.0)4011 7.0) ON TOP CHORD - OL ON BOTTOM CHORD e IOTAL LOAD • TRUSS SPAN 30'- .00' LOAD DURATION INCREASE • 1.15 SPACED 24.0' 0.C. 32.0 PSF 5.0 PSF 37.0 PSF 8' .0' TO 20' .0' VERT 0' .0' TO 10' .0' VERT TC CONC 11401- 598.0 LBS P 8' f BC CONC 11401- 1503.0 LBS P 9' ( 2 i complete trusses required. Join together with 3 "x.131 DIA GUN nails staggered 9' oc throughout top Chords. 12' cc throughout bottom' chords. 12' oc throughout mobs. .0' 11.3' Note: Sta9ger splices on adiacent members. 14 -00 -10 30 -00 -00 1 C- 5x9.4 C -4x9.4 7 -11 -11 IIuIII': NMI 12 Q6.00 C -3x4.3 Jr at NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Darren Notes. unto.. •therw".. rotd: 1. Deign to support bade ao shown_ Design conforms 2. Design ses.a nee th. top and bottom chords t• be late/sly braced m 2 O ..c. and at 12' -0" o.c. respecti.dy. 3. 2.4 Innpact beidging et 1a1 baang implied lied wham .h...n • • 4, hltanati•n of tins o the rMMredalty of the respective conu.ly. S. Design arr.net+ trusses are to be mood in • nomconosn• environment. and re Iw 'dry condrtian' of use. s. Design assumes It bearing at as supports shown. Stint et wedge it reaeess.y. 7. Design assumes adequate dnair..ge is provided. a. Males shall be located on both •KM of trues. and placed so their center lines coinede with joint center Ines. a. Digits indicate size el plate et inches. 10. Foy basic design valve. .1 the C•mpuuve Plat.. indicated by the tuella 'C' s . LC.e.o. HA. 4211. 11_ The Camp/true wt S.tsi.n Pfau Is indicated by the prolix 'TN the designate. 11 a1 idreear II 9.. metric i end. Ant .unre a• 20 g. ANSI /TPI 2 MEMBER FORCES 4110H T 1- -5840 8 1- 5122 M 1- 256 M 7- 1696 T 2• -5856 8 2■ 6218 M 2- 1480 M 8- 38 T 3- -5278 8 3- 6218 M 3- -1722 M 9- -1496 T 4- -5360 B 4- 3984 M 4■ 1672 1010■ 1276 T 5■ -5360 B 5- 3984 N 5- -1056 W11- 52 T 6- -3166 8 6- 3174 M 6- -324- 1 7 - - 3532 T 8- -3620 JOINT JOINT LEFT • 3076 RIGHT - 1914 BEARING AREA REOUIREO (SO. IN) I 4.92 OF / 7.60 Hi / 7_24 SPF 9 3.06 DF / 4.73 tf / 4.50 SPF MAX IL DEFL - -_103' 012 L/360 • .969' MAX TL (EFL • -.248' P12 1/240 - 1.454' MAX HORIZ. LL DEFL - .027' I 9 MAX HORIZ. TL DEFL • .065" R 9 ** Hanger to apply conc. load(s) to all members. 1wedge required at heel(sli I EXPIRES 6110/01 1 This design prepared from computer input by 1151-ABRN to UBC -97 AnVer: 1.07 (1L) -W / Inc. . bO.rrle re. COr..rle•.••••• i SIZE 2* 4 2* 4 2ht 4 _IC MAX BC MAX LUMBER S1tLIFICATtoms en SEO. NO. SPECIE GRADE TOP CHORDS: M5n 1650F BOTTOM CHORDS: Msn 1650E WEBS: HF STD/STUD PURL IN SPACING 52 OC. UON PURL IN SPACING 120 OC. UON. 1- 1 Scale: I/4 JOB NAME: Tn -2 FILE NO. DATE 3 s s 1.41Sr PANEL IS) 1 - 4 1- 3 1- 4 12 6.00 DESIGN BY r-/ 15-00-00 C -3aa.3 WARNINGS: 1. Read dl the General Notes and Warnings belve construction o1 busses. 2. Burlier and erection vendor should be advised of a• General Ndes and Warnigs better construction commences 3 lit compression web brad erg must be Installed when shown r. 4. Al tatwal Porn resisting elements such as temporary and permanent tracing. must be designed and provided by designer of complete structure Truss - Span assumes no respon b *5 to such brace g 5 No bad should be appied to any convener( umi alter Wacky and asteners are complete. and al no time shah loads be greater Sian design loads be appied to any components. 6. Truss -Span has no corbel over and assumes no respornbdty b the Installation of componerei. 7. This design is hen shed subject to the hmtations on buss designs set Math by Ito Truss Plate Institute in 1118 91 Srrn.w7 Sheet'. a cops of wlidr wrl be suniared by Truss -Span. upon r equest. TRUSS SPAN !: - 1- LO AD DURATION INCREASE • 1.15 SPACED 24.0 O.C. LOADING LII 25.0) 7.01 ON TOP CHORD - 32.0 PSF DI. ON BOTTOM CHORD - 10.0 PSI' TOTAL LOAD - 42.0 PSF■ 115 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. T C-515 It 5 1 C - 2.533.4 C 2.5s3.4 30-00 -00 C 3a6'IS) C - 3.4.3 15 -00-00 12 46.00 General Notes, unless otherwise noted: 1. Design to support bads as shown 2. Design assumes top dead to be Lomb, rR-ed : 2' o C. and boOum dead at 10' -0' o c man. A Poet and 17-0" c.c. man. i Fool 3 2114 iepad bridging or lateral bracing recommended where shown t e. 4. bstaaatiom ci tress is be responsZaay o1 the respective contractor. 5 Design assumes fuses are to be used in a noncorrosive environment and are to - dry cordaion' of use 6 Design assumes h1 Dearing at as pans shown. Shim or wedge t necessary 7. Design assumes adequele binge is provided B. Plates shalt be located on both aces of buss, and placed so Ihei center hoes coincide with )oinl ceder limes. 9. Digits i beetle site of plait in itches 10 For basic design values el the Compurus Ptwe irdated by the peps - C' see 1.C80.R.R.421t. 11 The Corrrprarun Net Section Ptah is i t:Tradded by the pelts to One desipWO (le) erbcwef la go maledal Is used Al others are 20 ga. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ANSI /TPI SINGLE MEMBER FORCE' 1 1• - 1714 B 1- 1511 W 1Z T 2- -1466 8 2- 1040 W 2 T 3- -1466 8 3- 1511 W 3- T 4- -1714 M 4• N4WROH -381 503 503 -381 LEFT - 1110 RIGHT • 1110 BEARING AREA REQUIRED (SO. IN) JOINT I 1.70 OF / 2.74 HF / 2.61 SPF JOINT 5 1.78 OF / 2.74 HF / 2.61 SPF MAX LL OEFL - -.090' @ 6 L/360 - .969" MAX TL DEFL - -.145' @ 6 L/240 - 1.454 - MAX IIORIZ. LL OEFL - .041 @ 5 MAX HORIZ. 11- OEFL - .060" @ 5 C - T 1 TRUSS -SPAN Lumbermen's Building Centers Copyright IC) CompuTrus Inc SIZE SPECIE GRADE PANEL(S) TOP CHORES: 2: 4 NSR 1650E 1. 2. 6. 7 2: 6 MSR 1650F 3- 5 BOTTOM CHORDS: 2: 4 N5R 2400F 1- 4 WEBS: 2x 4 NF S10 /STUD 1- B TC MAX BC MAX LUMBER SPECIFICATIONS NOTE: 1X3 BRACING AT 24' D.C. FOR ALL FLAT 70P CHORD AREAS NOT S►EATHEO. OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the pant) length •/- 6' at either end of the panel Indicated. except end panels. C -1e2.6 or equal connectors st gable studs (qty 41. 1 if Scale: 3/16' DES. BY: PURIM SPACING 24' OC. DON. PuilLIN SPACING 120' DC. UOM. DATE: 10/ 5/1999 (de 5E0.: 7 8 0613 C -5x9.4 fi TC UN1F LLI TC UN1F LLI TC UNIF IL( BC IMF LL( C -4x4.3 14 -00 -10 30-00 -00 30- 0- 0 HIP SETBACK B- 0- 0 FROM END NALL LOAD DURATION INCREASE - 1.15 • 50.0) •IL 125.0) +OL1 50.01 •0L .01 MX( 7C CONC LL ( . 468.7) +OL I 130.7) - 597.3 LBS • 8' TC CONC LL( 466.7)•DL(•130.7)- 597.3 LBS P 22' C -4x4.3 wAaawos: 1. Nerd .1 - Neer geed Warier MI... ere, .dew •1 Meese 2. .Wr w4 - aerahre .ramie• LW M .Ir../ of .a Genera err and w_w ..e..l.n rerrr.rw more-wee... 3 . 1.3 ..eeperea•. -.f b.4.• Al b. Howe rear. elbows .. .. Al Iraqi Ira moray rower • err r ..-Ir.r..y ere rw•■•••■ ••••y. ...M ••• r.y..o F• reread by ..earr at wooM. .r.e.rr. aw•• ..Msear .11 .•••■••....1r1y I.• -s M.ebq. I. rte 1..1 •.A4 b• ep►.e• e. ..y ■•••••4 ••••• Mr .a Mid. ..e /ewes,s er rewire. err r w. Fr rr.• ..: j I..& Ian .►r Frees erra - .tyar Al ow, ••►••i ., twe.y.Are Per re •••••• err ••4 er r-pe• to Or areerhe n. ear, er Mire - w M. ••••. .I reeprea . 1. tee war. V are.,... reefer M.r wrote., re row r.•lrr re Fie •f 0011 Irmo Peer 1..rrw. b'a...sy W..4 toner, e•11•1'. • r yy et ,Air or aamo.r.• by C -•parr •r sewer. LOADING 14.01- 64.0 PLF 0' 35.0)• 160.0 PLF 8' 14.01- 64.0 PLF 22' 25.0) - 25.0 PLF 0' 2x4 vertical at 48 "oc with C- 1.5x2.6 Typical T C -5x9.4 C � � a wedge 2 II n � "` ° t C -5x9.4 C -3x9.4 1 C -3x4.3 CN18- 3x17.9(5) C -3x9.4 7 -11 -11 IfflhIIIIIIlIIIllflI 12 Q6.00 .0' 10 B' .0' TD 22' .0' TO 30' .0' TO 30' C- 2.5x3.4 wedge rq 1 " s a • 0 C-5x9.4 .0- .0 ' ANSI /TPI T 1- -4782 T 2- -4806 T 3- -4342 7 4■ -5605 .0' VERT T 5- -4342 .0' VERT 1 6. -4806 .0' VERT T 7- -4782 .0' VERT LEFT - • O.rr.d Maw, bless ethenoise n.tak 1. Owipe to A 9snldsse shown. Design conforms 2. Oesiyn aes,rnes the top and b.uan. chants se be Inters/1y Mach at 2'-0 ..c. and at 12' -0 ..c. rnpectiv.fy. 3. 2.4 Impact bridgin2 et Ismail bI toured *Aar. shown . • 4. Yrt.aatienet teens a the I of dr. re.pectiv. contractor. 5. Design aewrnes blames ae to be in a newoornesiva environment, and Al fray condition el u... A. p.•ign w.vrnes "booing at all elevens shown. Stier or wedge it ntcusary. 7. Design returnee adequate drainage le orov4d.d. S. Plater shed he located .n both tear at lots.. and placed so n..ir center Yea coincide with pint crass Goss. a. Ogee ineAcate sea .f Mats in inches. 10. Fat .sate dee*. Fier! of the Csanpuv.r Plat.. indicated by er prefix 'C'..s. LC.a.O. R.R. 4411. 11. Th. Cognomens Net Section Plata is :alluded by the pie6s 'Car. the designator 1l el indicates le y. ,+.at.rW le wed. Act attar. age. 20 ea. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SINGLE MEMBER FORCES B 1- 4146 B 2- 5540 B 3- 5540 8 4. 4146 N 1- M 2- N 3- N 4- 2604 R16f1T • 272 900 - 1472 215 MAX LL DEFL - -.32S' 510 L/360 - .969 - MAX 11 OEFL - -.468' 510 L /240 - 1.454' MAX HORIZ..IL DEFL • .111 8 8 MAX HORIZ.-IL DEFL • .162' • B 4MR011 M 5• N 6. N 7- M 8- 2604 BEARING AREA REQUIRED ISO. IN) JOINT 1 4.17 OF / 8.43 iF / 0.13 S'F JOINT 8 4.17 OF / 6.43 MF / 6.13 SPF 115 -1472 900 272 This Alston Drep.ret from curouter tnmut by LUH -r8itt to UBC -97 AnVer:1.0711L)-a S1 END JACKS SECTION TRUSSED HIP LAYOUT ENDNAIL END JACK BOTTOM CHORD W/ 2 -16d NAILS TO HIP TRUSS BOTTOM CHORD IF: A. HIP TRUSS IS A SINGLE MBE, AND; B. ROOFING IS COMPOSITION OR WOOD SHAKE. CONNECT END JACK BOTTOM CHORD TO HIP TRUSS BOTTOM CHORD WITH AN 1DS24 HANGER IF: A. WES IS PRESENT IN END JACK (I.E., TILE ROOF), OR: B. HIP TRUSS IS A DOUBLE MDR TOENAIL TOP CHORD TO HIP TRUSS WITH (2) 16d MAI ANCHORAGE FOR WI DRIFT BY OTHERS (- SECTION 2 ) f7 7 ANCHORAGE FOR WIND 1. UPLIFT BY OTHERS FIELD INSTALLED WEDGE AT HIP RAFTER WHERE HIP RAFTER SIZE HATCHES TRUSS TOP CHORD SIZE FIELD RIP HIP RAFTER DONE TO TRUSS TOP CHORD SIZE SECTION HS • HI 312 HI �I DID JACKS OF CORNER SET 0 2X4 X- BRACING WITH (2) 16d MAILS EACH END TROUGH TRUSS CHORDS AND (2) 16d NAILS EACH END INTO BOTTOM CHORD LATERAL BRACING AND TOP CHORD BLOCKING X- BRACING BY OTHERS AT APPROXIMATELY 45 DEGREES AT 12' -0' 0/C ALONG BOTTOM CHORD LATERAL BRACING STARTING WITH THE LAST SPACE(S) OF HIP TRUSSES 4X2 SOLID BLOCK(S) AT EACH X -BRACE TO TRUSS TOP CHORDS WITH (2) 16d MAILS EACH END BY OTHERS V SIDE JACKS OF CORNER SET HIP RAFTER OF CORNER SET 2X4 CORTIMUDUS BOTTOM CHORD LATERAL BRACING BY OTHERS 0/C MAX. CONNECT TO EACH TRUSS WITH (2) 16d HIP RAFTER BEYOND CROSS BLOCK BY OTHERS ' SECTION 2X6 12 HP KIN SHAPE) BLOCK BY OTHERS TOP CHORD BRACED 411' 0/C WITH 2X4 STUD HP MIN VERTICAL BY OTRKRS TO HORIZONTAL 2X4 TOP CHORD LATERAL BRACING. RAIL EACH END WITH (2) 16d RAILS. VERTICAL BRACE IS INDICATED BY AN 'X' IN 'TRUSSED HIP LAY AT LEFT SECTION 2X4 CONTINUOUS BOTTOM CHORD LAT BRACING BY OTHERS 11' -0' 0/C NI CONNECT To EACH TRUSS WITH (2) 2E4 STD 4 NTR HT CONTINUOUS TOP CHORD LATERAL BRACING 2' -0' 0/C BY OTHERS_ ATTACH WITH (2) 16d NAILS EACH LOCATION 2X4 STUD H 2' -0' CLEA BY OTHERS 6 12 HP LEDGER BY OTHERS AT NOTCHED HIP RAFTERS. ATTACH WI (2) 16d NAILS EACH LOCATION () SEE SECTIONS C AND E 1E4 COMPRESSION WEB BRACING BY OTHERS AS REQUIRED BY TRUSS ENGINEERING SECTION NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. in 0 m TCLL 25 PSF PITCH 6/12 TCDL 7 PSF TYP OH 1' -6" BCDL 10x PSF TOTAL 42* PSF DRAW BY LL 30' -0' T,. ,\ ,,,,,,,..,NVINNN .,,,,,,,,,,,\ ,,,,,, ..,,,, ,,,,,,,,,, ,,,NIVN 9' -3' 20' -0' 9' -0' �; SAVED AT: L: \LAYOUTS \LNGCLSIC SAVED AS: 450 -B Scale: 1/8" Date: 10 -05 -1999 LONG CLASSIC - VOW" A i .. .'ti,•', „ '.' , + .1 t y:4c7: ti: ti rik:: til;�Gu6Lk,: 3r:,.3it�3il .:i�i.;lsts ,.;Yi1 :ti . x 44'4 , 4 ;k4 1?4, W ' it+L» 1:14.,. SIZE 2x 4 2x 4 2x 4 LUMBER SPECIFICATIONS 0 0 nn Scale: 1/4" rnA NAMF T1:1-2 SEQ. NO. SPECIE GRADE TOP CHORDS: H5R 1650E BOTTOM CHORDS: NSA 1650F WEBS: HF STD /STUD IC MAX PURLIN SPACING 76' OC, UDN. BC MAX PURLIN SPACING 120' OC. UON. 12 6.00 (7; PANEL (S) 1- 4 FILE NO. Zo" D a DATE X5=99 CESIGN BY LOADING LL ( 25.0) 4 DL ( 7.0) ON TOP CHORD = 32.0 PSF 1- 3 DL ON BOTTOM CHORD - 10.0 PSF* ' TOTAL LOAD = 42.0 PSF* ■5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. 10 -00 -00 T E TV n [4.5x3.4 C-2.5x3.4 V ' l � � C-3x C- 3x6'151 20 - 00-00 C -3x4.3 WARNINGS: 1. Read at the General Notes and Warnings beloie oonseruction of trusses. 2. Guilder and erection contractor should be advised of al General Notes and Warnings before construction commences 3 1.4 congression web bracing must be installed where steam 4 Al lateral force resisting etements such as temporary and permanent bracing. mint be designed and provided by designer of complete structure. Truss -Span assumes no responsibirty for such bracing 5 No bad should be applied to any component until alter bracing and fasteners are complete, and at no lime should loads be greater than design loads be applied to any components. 6 Truss Span has no control over and assumes no responsrLTty for the rnstaeatron of components. 7. This design is furnished subject to the Iw ilatiorc on buss designs set tam by the Truss Plate Institute in 1110 -91 Summary Sheet', a copy of which will be furnished by Truss -Span. upon request TRUSS SPAN . 26'- .00" LOAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. 10 -00 -00 12 Q6.00 C -3x6+ T General Notes, unless otherwise noted: 1. Design to support loads as shown. 2- Design assumes top chord to be laterally braced at 2 - -0' o.c and bottom chord at 10.0 - o c. max. if Moor and 12 - o c max. d rool. 3 2x4 impact bridging or lateral bracing recommended where shown . •. 4 Installation of truss is the responsibiily of the respective contractor- 5 Design assumes busses are to be used in a non-oonosive environment and ate for 'dry condition" of use. 6 Design assumes flat beating at alt parts shown Shim or wedge i necessary 7. Design assumes adequate drainage is provided. 8 Plates shall be orated on both laces of truss, and placed so their center Ines coincide with joint critter Ines. 9. Digits indicate size of plate in inches 10 For basic design values of the Compuru s Plate, inflated by the prefix see IC-13 O.R.R. 4211. 11- The Camputnrs Net Section Plate is indicated by the pehx'GN, the designator (18) indicates 18 ga material is used. AA others are 20 ga. ANSI /TPI SINGLE T 1= -1106 B T 2= -945 8 T 3= -945 8 T 4= -1106 LEFT - 740 MEMBER FORCES 1= 967 W 1= 2= 676 W 2= 3= 957 N 3= W 4= RIGHT - 1 j BEARING AREA REOUIRED (SO. IN) JOINT 1 1.18 OF / 1.83 HF / 1.74 SPF JOINT 5 1.18 OF / 1.83 HF / 1.74 SPF MAX LL DEFL = -_040' @ 7 L/360 = .636" MAX IL DEFL = -.060' @ 7 L/240 = -954 - MAX HORIZ. LL DEFL - .017" @ 5 MAX HORIZ. IL DEFL = .025' @ 5 W4NROH -239 320 320 -239 740 TRUSS -SPAN Lumbermen's Building Centers Copyright Ic) Compulrus 1: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C- SIZE 2x 4 2x 4 2x 4 LUMBER S1'.t.IFI • FILE NO. l / DATE % e-g DESIGN BY 7 ,,/ SEO. NO. SPECIE GRADE PANEL IS) 10P CHORDS: MSR 1650F 1- 4 BOTTOM CHORDS: 1458 1650E 1 - 3 WEBS: HF STD /STUD 1- 4 TC MAX PURLIN SPACING 52' OC. VON. BC MAX PURLIN SPACING 120' DC. UON. 1' Scale: 1/4 JOB NAME: TR -2 12 6.00 L 15 -00-00 C- 2.5x3.1 C -3x4.3 T C - 5x5. N 5 30 -00 -00 WARNINGS: 1. Read all the General Notes and Warnings Debit construction of busses. 2. Builder and eedion cmbada should be advised of as General Noes and Warnings before construction commences 3 1i4 compression web bracing nub be installed where shown .. 4. Al lateral brae resisting elements such as temporary and permanent bating. must be designed and p rutted by designs( of complete structure. Truss -Span assumes no tespomfiily for such bracing 5 No load should be applied to any component big after bracing and fasteners are complete. and 31 no time shouts loads be peater than design loads be applied to any components. 6. Truss-Span has no control cm. and assumes no respOIuibiley lee the insulawxn of components. 7. This design is furnished subject to the imitations on buss designs set bib by the Truss Plate Institute in 1118.91 Summary Sheet'. a copy of which will be furnished bybussSpan. upon r(quest. TRUSS SPAN .00' LOAD DURATION INCREASE -= 1. SPACED 24.0' O.C. LOADING LL 1 25.0) 40L l 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF■ TOTAL LOAD - 42.0 PSFe K5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. C -3a6' IS) C -324.3 15 -00 C- 2.543.4 General Notes. unless otherwise noted: 1. Design to support loads as shown. • 2 Design assumes top dead to be Laterally brand at 2' -0' o.c and bottom coat] at 10 %0 - o.c. rna,. i or and 17-0 mat. ii roof. 3. 2,4 impsd bridging or lateral bracing recoorrerded where shown ... 4. fnstyation of buss is the respona#illy of Pie respecsue rarerador. 5 Design assumes trusses are to be used in a tnomconosive envwomnert and are for'e!ry cmWion - of use. 6. Design assumes lira bearing at as parts shown Shin or wedge I necessary. 7. Design assumes adequate drainage is povded. 6. Plates shall be located on both faces of buss. and placed so the center Ines coincide with john tenter Fins. 9. Diges indicate size of plate it ides. 10. For basic design vales of the Canputrus Plate. indicated by the pro6.'C see I.C.B.O. R Fl 4711. 11. The Cornrows Net Section Rate is in6ote d by Me pale TN', the designator (te) indicates to ga material is used. All otters we 20 pa. 12 �J6.00 ANSI /TPI SINGLE MEMBER FORCE N4NADH T 1- -1714 B 1- 1511 w 1= -301 T 2= -1466 B 2= 1040 N 2= 503 T 3= -1466 8 3= 1511 W 3= 503 T 4= -1714 w 4= -381 LEFT - 1110 RIGHT = 1110 BEARING AREA REOUIRED (SO. IN) JOINT 1 1.78 OF / 2.74 HF / 2.61 SPF JOINT 5 1.78 OF / 2.74 HF I 2.61 SPF MAX LL OEFL = -.098' @ 6 L/360 = .969" MAX TL DEFL - -.145' @ 6 L/240 = 1.454 - MAX HORIZ. LL OEFL = .041' @ 5 MAX HORIZ. TL DEFL - .060 @ 5 C - 4x61 1' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lumbermen's Building Centers TRUSS -SPAN Copyright I[) Compulrus Inc (2) (21 GABLE END BRAG :NG FOR GABLE END cI1E tt0 G1.BLE END 6/1/81 25-15.10Ec BY SC STANDARD (2) STRUCTURAL TRUSSES FOR GABLE ENDS UNDER 6' -8 IN HEIGHT •• MINI:tEY GABLE STUD GRADE - 2x4 STANDARD GRADE HEM -FIR 2x4 9 ?.ACE AT IS'- 0'O.c. OR AT CENTERLINE. ATTACH WITH 16d NAILS SHOWN IN'( 1 ;LATE 2x4 STUDS •• C- 2.5x1.3 16 MAX Cia CUTOUT FOR 4x2 OUTLOOKER C -1x2.6 Typical OFF STUD lx4 ADD -ON. ATTACH KITH Bd NAILS AT 9 - o.c. 4x2 OUTLOOKER DETAILS C- 2.5x4.3 (Spll i vARI S • • CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER CUTOUT FOR 4x2 OUTLOOKER OVER STUD NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C- 2.Sxa_3 7 CompuTrus Inc. ......-......-..,,,--. Flicna: " E " CA1E iiu .14 r;E: 23-I3.1 DES L'Y SC 57AN..";APD ?xi CONTINUOUS BACK NC ATTACH WITH I6d NAILS AT 24 TO PLATELINE. FOR CARLt ENDS OVER V-11 19 HEIGHT rvisimum-caztx STUD CRANE - 2x4 CONSTRUCTION CRADE HEM-FIR • • ; SHEATHING TO CABLE END 3d NAIL AT 5 ::Oct;) rza OUTLO0KE7.S7ACIN: 2a4 BRACES. BRAC=0 15 5*-0 MAXIMUM 2a4 OUTLOOXER 2x4 BLOCK WITH 3-I6d NAILS EACH END. 2x4 BRACE WITH 4-15d NAILS z- tie C71x2.6 Typical ld NAIL AT /6 2x4 BLOCS WITH 2-lid TOE NAIL ZhCH END. 6'-0 RAX. CABLZ STUL 1-16d 1.— 2-1;d r r\ 2-ILd NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 15d at 24- N. C. C-2.5x4.3 C-?. 5c.) rl 6d at 14-o.c 1 -6 AD • z .. m m: : c c • rn m '-iz. •o -I = z. m= . c r� 0m in- r • mc O C) C � Z `c�a a "T' fir. ,�?.}r:r,�;;c;'rr.r. v��:;• .... �� � .. ' }'. .. .. Rri•.crt GO Of TiJKW LI APPROVED FEB 0 8 2002 AS i' UIL ) STRUCTURAL CALCULATIONS ILDli\IG DIVISION FOR THE LONG CLASSIC HOMES RESIDENTIAL PROJECT Plan No. 450 w/ Basement January 5, 2001 Job No.: 99 -083 Location: Lots - 16, Foster Heights T wi .. , Washington Copyright 2000, SEGA Engineers CITY TUKWILA NOV — 5 2001 PERMIT CENTER SEGA Engineers /Structural & Civil Consulting Engineers 22928 SE 312` ST (360) 886 - 1017 Black Diamond, WA 98010 D01• 35S SCOPE OF WORK SEGA Engineers was asked to provide a lateral Toads 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 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 is .: 3 tiI7 i;;' .i"Y:tR:a'r;��1, %?:ti;;i':i,,.a� • W C4 2 00 N 0 • cn J I • w. w 0 ` g om ; �_ Z �. I- 0 z � w w ; o � w uj F=- U 4 _p III co 0 z Copyright 1999, SEGA Engineers GENERAL CONSTRUCTION NOTES: All construction shall conform to the Uniform Building Code (UBC), 1997 edition. The contractor shall be responsible for all safety precautions and methods, techniques, and sequences or procedures required to perform the specified work. The contractor shall verify all dimensions and all conditions at job site including building and site conditions before commencing work and be responsible for same. The contractor shall provide temporary bracing as required until all permanent connections and stiffeners have been installed. The contractor shall coordinate with the building department for all building department required inspections. Do not scale drawings. Use only written dimensions. The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. • i ' RATED SHEATHING Sd a 6" O.C. 2x VENTED BLOCKING. NAIL TO TRUSS 6 EACH END. SHEATHING AND NAILING PER PLAN OR SCHEDULE. 'SIMPSON HI FRAMING ANCHOR. TRUSS PER PLAN D5L 2x TOP PLATE. LAP SPLICE 4' -0" MN. 4 NAIL w/ 16d 6 S" O.C. STAGGERED COPYRIGHT 1999, SEGA ENGINEERS CD TP'FICAL ROOF FRAMING CONNECTION LCH "450 SCALE: I" = I' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Slack Diamond, Washington 98010 (380) 888 -1017 • FAX 888 -1018 :"1' ;.lwfiyNi 'k kcift , Wilnerc a , "W itilh • 4: 0 4. SHEAR WALLSHEATHING AND NAILING PER PLAN OR SHEAR WALL SCHEDULE. GABLE END TRUSS " RATED SHEATHING 'SIMPSON' 435 6 48" O.C. DBL. 2x TOP PLATE. LAP SPLICE 4' -0" MN. 4 NAIL w/I d 9 8" O.C. STAGGERED. COPYRIGHT 1999, SEGA ENGINEERS rThIROOF FRAMING e G4I5L E END LCH *450 SCALE: 1" : 1' SEGA Engineers, /Structural & Civil Consulting Engineers 22028 312th ST SE • Black Diamond, Washington 08010 (360) 886-1017 • FAX 886 -1016 ini74 .1141. , 3ziii:�i�uaxh£.d+l3frf,+? lwld.:s .;:v kbo.t i . ?:+k:7G 44C60 4..i tsEyi?.::at X31: �iucck� +x ; a'k r c`�+rUi'.n 8d l'o" O.C. [ I /2 fl RATED SHEATHING TRUSS PER PLAN 2x FLATUJISE BLOCKING 6 16" O.C. w /(2)10dEA� END 4 (4)10d TO TOP PLATE. 1/2" RATED SHEATHING 'SIMPSON' DTC FRAMING ANCHOR e 12" D.G. (NO GAP) U.N.O. Sd • 4" O.C. SHEATHING 4 NAILING PER PLAN. TRUSS PER PLAN. SHEATHING 4 NAILING 2x STUD PER PLAN. INTERIOR SNE4IR JU,4L.L• e TRUSS LCH *450 SCALE" 1" : 1' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (980) 888-1017 • FAX 888 -1018 'SIMPSON' HOLDOUJN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING • COPYRIGHT 1999, SEGA ENGINEERS SOLE PLATE NAILING. USE I6d 6 16" O.C. MIN. SOLID RIM JOIST " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4' -0" MIN. 4 NAIL w/ I6d 6 S" O.C. STAGGERED. 2x STUDS PER PLAN. (BEAM AT SIM.) TYPICAL FLOOR FRAMING CONNECTION LCH "450 SCALE: I" = 1' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (980) 888 -1017 • FAX 888 -1018 ' .fct.g a4,44ei- :d• i140, {.'` rk�Y; i`iihr ' tn14.1DA : i•. SHEATHING PER PLAN OR SCHEDULE. SOLE PLATE NAILING USE 16d g 8" o. c. MIN. 'SIMPSON' HOLDOIUN STRAP PER PLAN DOUBLE JOIST 8d 6 3" O.C. SUBFLOOR CONTINUOUS RIM JOIST SOLE PLATE NAILING. USE I6d 9 8" 0.C. MIN. ' SUBFLOOR 'SIMPSON' 435 9 8" 0.C. JOIST PER PLAN SHEATHING 4 NAILING PER PLAN COPYRIGHT 1999, SEGA ENGINEERS 0 FLOOR FRAMING INTERIOR SNEAK .UALL LCH "450 SCALE" I" = I' LCH 0 450 SCALE" I" = I' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 885-1017 • FAX 866-1016 4� . r ... -ru a. w�, iwr•:.. e... �. � «.�'.e«.�v+..,v,IFVaN..a+.'�i�� SHEATHING 4 NAILING PER PLAN. *4 BAR CONTINUOUS. (TYP TOP 4 BOTTOM) 'SIMPSON' HOLDOWN PER PLAN. CONCRETE FND PER PLAN • 2x STUD PER PLAN USE DEL STUD ' ENDS OF SHEAR WALLS AND AT HOLDOWNS. SOLE PLATE NAILING. USE I6d 16" O.C. MIN. JOIST PER PLAN 2x PT SILL WITH ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 i8 "0 a 60" O.C. MN. °4 BAR CONT. (TYP OF 2) COPYRIGHT 1999, SEGA ENGINEERS ED FLOOR FRAMING FOUNDATION LCH *450 SCALE: In : I' SEGA Engineers, /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (380) 888 -1017 • FAX 888 -1018 ; IA'.4, M; 44rSvuaSv "ipw:uta44,1 ;;L' aamt t, PoAdi?+ { ..�afi;' re w' _10 00 CO W J H O W u-Q = W Z �. Z uj p, U ” W W , H r- W —O ; Z W U N H 1— z 1/22 RATED SHEATHING $4 BAR CONT. TOP 4 BOTTOM. CONCRETE FND PER PLAN MIN. (3) 2x STUDS 9 PHD TYPE HOLDOUN. HOLDOUN PER PLAN. INSTALL PER MANFR REQ'TS. SIMPSON 55T5 ANCHOR BOLT w/ DIA. PER MANFR. 4" SLAB ON GRADE OVER' MN. 6 MIL VAPOR BARRIER PER PLAN. 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 5 4 11 0 4 60" O.G. MIN. \j> `- "4 BAR CONT. (TYP OF 2) COPYRIGHT 1999, SEGA ENGINEERS FRAMING PND NOLDOJ,N LCH "450 SCALE: 1" = I' SEGA Engineers, ✓ia :. tz Via: �' iL£�3 'kt •.. /Structural & Civil Consulting Engineers 22928 312th ST SE • Black Diamond, Washington 98010 (980) 888 -1017• FAX 888 -1018 SEGA Engineers / Structural & Civil Consulting Engineers 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF FLOOR WALLS LL DL Copyright 1999, SEGA Engineers Total Deck Load Siding 1 /2" Plywood 2 x 6 @ 16" oc Insul 1 /2" GWB Project LCH #450 DL Roofing (Comp) 3.5 psf 1 /2" OSB 1.8 2x @24" 3.5 5 /8" GWB 2.8 Insulation 1.1 Misc. 1.5 14.2 psf Total Roof Load 38.4 psf DL 3 /4" Plywood 2.3 psf 2x10 @16 "oc 2.8 Flooring 0,5 5 /8" GWB 2.8 Misc. 1.5 9.9 psf Residential 40 psf Job No. 99 -083 By: GAT Checked Date: 09 /30/99 Sht 1 of LL Snow 25 psf (115% Load Duration) Reduction, Rs -0.82 psf 6/12 pitch = 27 deg Total Floor Load 49.9 psf DECKS DL 2 x Decking 4.3 psf 2x10 @16 "oc 2.8 Misc 1.5 8.6 LL Residential 40 psf 3.0 1.5 psf 1.7 0.6 2.2 48.6 psf 9.0 psf SEGA Engineers / PROJECT fitructural & Civil Consulting Engineers JOB NO. Qq_0o3 22928 SE 312th ST • Black Diamond, Washington 98010 ` (360) 886 -1017 • Fax (360) 886 -1016 Copyright 1999, SEGA Engineers ! 4 7 co. 4s.! t (" ) . .703 /-bg e_ rc H V " - ; P 6h•d ---- Le)%/0" , 6;/V1:1 3 -b14c1 / ), �I : u rhot + CHECKED BY kn. FIGURED BY (/4'T DATE% SHEET OF yy • L. r 0 �= gFt ( roi 1 'L1 4 1z r -1 )..9 — 14 N • .vm;nn n ,2 4.614ni i:S,r ' sr:.95i2' sd A SEGA Engineers / PROJECT L , ekt) / Structural & Civil Consulting Engineers JOB NO. ''- e 3 FIGURED BY (4r 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 - 1017 • Fax (360) 886 -1016 CHECKED BY DATE 1 /4 0 41 SHEETS OF Ri o .._.... i... 1 /6- H w { ; .. ,,sx) . ,-;:i i - 7 . 2 1 0 4.��. —� . �. le. ` � . - . I- _ 1 rL - .. /mow! -` Q= - _ 3 17 - _ L _. . 3 3 . 77 46 Copyright Copyright 1999, SEGA Engineers . ._..— _...._ 7. -r. 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, SD, Table 16 -Q I = 1 Table 16 -K R = 5.5 Table 16 -N W = Seismic Weight Wroor= (32ft) (45ft) (16psf)± (2) (30ft+ 45ft) (4.Oft) (9psf) = 28 kips Wroor= (30ft) (47ft) (16psf)+ (2) (30ft+ 47ft) (8.0ft) (9psf) = 34 kips Wroor (30ft) (31 ft) (16psf)+ (2) (30ft+ 31 ft) (8.Oft) (9psf) = 24 kips W total = 86 kips Therefore, Design Base Shear , V = ( .164) (86 kip) = 14.0 kip V (50ft) (43 ft ) (8ft) E_ (1.00) (14 kip) = 10.0 kip 1.4 (10ft) (5ft) (3ft) (13.2 psf) (15.4 psf) (17.9 psf) Project LCH #450 w/ Bsmt Job No. 99 -083 By: GAT Checked Date: 01/04/01 Sht. 4 Sect. 1630 Eq. 30 -5 Eq. 30 -1, Sect. 1630.1.1 Design Wind Pressure, p = C. C q I Eq. 20 -1, Sect. 1620 where, Exposure B Table 16 -G Ca= 0.62 0 -15ft = 0.67 20 ft = 0.72 25 ft = 0.76 30ft = 0.84 40 ft C = 1.3 Method 2 qs = 16.4 psf 80 mph I =1 Po -1s = ( 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) Vrb (30ft) (10ft ) (13.2psf) + (30ft) (5ft) (14.3psf) + (30ft) (5ft) (15.4psf) + f28ft ) (5ft) (16.2psf) + (10ft) (4ft) (17.9psf) + (50ft) (5ft ) (14.3psf) + (16ft) (5ft) (16.2psf) Wind Loads Govern for Lateral Design - Each Way Table 16 -H Figure 16 -1 = 11.4 kips = 15.2 kips Copyright 2001, SEGA Engineers - SEGA Engineers / PROJECT Leo .4-4s) " / Structural & Civil Consulting Engineers JOB NO. a_O8. 22928 SE 312th ST • Black Diamond, Washington 98010 �1 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY SNP 1,,/►4LL E.5164 --c//&kiz WILL gcor k‘ = (4!)(.o(177r)*( ( 0 , z. » ) t-( E)(Z-V5345= 11953# /(_ /3'5'4 3 . 51 i 1,4,S t = 1 9 5 3 '� �3J,5' = Lvzpt-F Froe rc: t \ Vj� = 1963 .J ( ) �" (3)(/ 135 ) + (s >l /0 603 Z Z .fS ')J = 3 7/3 7.S ►f 5,S'# it. s' = 261S _ 37/3 # _ • s')( -4- : (7)3813 yo �47 Z,- ...... . 3 .. )M 4' -t ' 13 _ 1' `)'' 1 1 s 3 5 / 4/ i 4 - pt f • VF " glevz Copyright 2000, SEGA Engineers B/ N u gL,P-r FIGURED BY (a4 t DATE `Vol SHEET SOF I+��s'IvoPo�u 4Y fffAd D • SEGA Engineers PROJECT Lc 1, , sw xmr / Structural & Civil Consulting Engineers JOB NO. 014_ o03 FIGURED BY � 22928 SE 312th ST • Black Diamond, Washington 98010 f (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE I /I fla SHEET/ OF Sit \/4u \dpILL b si Ud (co,i r° Vbfic 11 g • JZ = C4 )(J ) (I7, 7,51) i r 2" 37.7 3 co t • U� = Z - 1 # r C )E(.►') (►5 (6 4 VF: 4 -I ces 7 _,.. / cp- 6) )1 :4,z b.iAtu s 4- l( P�► . ' .'14 : ;.. 4- )(')U sP 4:( 30 1L�5�)���'�s ) t '�`� t) U`J , z� 1J 4 07tiiii2 L- ( 3a t i [CO) , a )+ (*)0)03 7 7733t Copyright 2000, SEGA Engineers )& �� -Z., f L3)(¢:)(�s3s = Z 7# C Le' )(I3 sys`1# I - : 1B� M * i t ( 3 'V3zz "J 41-7 3° r(alzt att. :.is!ati.�A: : iY .>xk.'f`vt 4 1 z.,4t•Wl,k01«: 1rb2vr e fi8�w'"�" • W U N 0 . W = J W O u. co = W z F- O z I— D p en U O F- W • W u- o U= O f.. z.... , . / ° u e► � �c,,f r oil j • SEGA Engineers PROJECT Lc 1, , sw xmr / Structural & Civil Consulting Engineers JOB NO. 014_ o03 FIGURED BY � 22928 SE 312th ST • Black Diamond, Washington 98010 f (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE I /I fla SHEET/ OF Sit \/4u \dpILL b si Ud (co,i r° Vbfic 11 g • JZ = C4 )(J ) (I7, 7,51) i r 2" 37.7 3 co t • U� = Z - 1 # r C )E(.►') (►5 (6 4 VF: 4 -I ces 7 _,.. / cp- 6) )1 :4,z b.iAtu s 4- l( P�► . ' .'14 : ;.. 4- )(')U sP 4:( 30 1L�5�)���'�s ) t '�`� t) U`J , z� 1J 4 07tiiii2 L- ( 3a t i [CO) , a )+ (*)0)03 7 7733t Copyright 2000, SEGA Engineers )& �� -Z., f L3)(¢:)(�s3s = Z 7# C Le' )(I3 sys`1# I - : 1B� M * i t ( 3 'V3zz "J 41-7 3° r(alzt att. :.is!ati.�A: : iY .>xk.'f`vt 4 1 z.,4t•Wl,k01«: 1rb2vr e fi8�w'"�" • W U N 0 . W = J W O u. co = W z F- O z I— D p en U O F- W • W u- o U= O f.. z.... SEGA Engineers / PROJECT fitTuctural & Civil Consulting Engineers JOB NO. get-o83 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY s y ,z 1�►�ti- bE.S tgA) C co-J7 ) `A /,4 - .Pnor- . :....� R ....__c (/S) 3s' t ls')( l� r�] _ .97e /t.: 3, c 7' 1 /66 -F \I = /175 (Z) (!o. R / 3. zz' _ ? # 1 7- t'iZt ; Fr 4- , l0 Copyright 2000, SEGA Engineers GI ST '5, Sw ZZ , FIGURED BY 6r4r DATE / 1O1 SHEETI OF k�...,. ��.!�t:re ...'.i.:\:,S.4: x: iii,:J :. :7a,.sa.teuwt�a4c�lw:,ra..z�,ie �t.., r���J... isG�., F . s +.:...:c.i »u..ar:�r'- in:�itSA w;J + .�'.2ti,i:`,rl1i:� °; �di. SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers JOB NO. e _ s 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY Copyright 2000, SEGA Engineers PY1 FIGURED BY b DATE 115 10 SHEETS OF 6 Mark Minimum Sheathing (1) Sheathing Nailing (1) ' Sole Plate Nailing Anchor Bolts (3) Remarks AAL n Min. 3 /8" T1 -11 or OSB 6d @ 6" o.c. 16d @ 8 "o.c. 5 43 " @ 60" o.c. Q = 195 plf 1 /2' OSB or CDX 8d @ 4" o.c. 16d @ 4 "o.c. 5 / 8 " @ 32" o.c. Q = 350 plf 1 /2' OSB or CDX 8d @ 3" o.c. N/A 5 /8" @ 19.2" o.c. O = 450 plf Use 3x studs at panel edges and stagger nails 1 /2' OSB or CDX 10d @ 2" o.c. N/A 5 /8' @ 16" o.c. Q = 600 plf Use 3x studs at panel edges and stagger nails. SHEAR WALL SCHEDULE Notes: 1) All walls designated " P" 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 / NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Revision No. I I Date ! Staff Received I Initials Date I Issued 1 Staff Initials Staff Initials Summary of Revision: Summary of Revision: Summary of Revision: Received By: Received By: • Revision No. ' Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: iricrax 1 7 4A7r —Low /G Site Address: VL Z S ,' % Sr - Revision l Date Staff No. I Received Initials Summary of Revision: Revision No. Summary of Revision: Date Received REVISION LOG .S N3�' PERM F'" .21W- 3.7"...r" Original Issue Date: Date Issued Staff Initials • ,t. 4 4-61 eceived By: Received By: (please prim) (please print) (please print) Date Staff Issued Initials (please print) (please print z--&—o 2 Staff Initials vi a't ..t ._ P7. ? --11Lr 0tSiiv%Imr.L\ ACTIVITY NUMBER: D01 355/M01 - 207 PROJECT NAME: Foster Heights SITE ADDRESS: 4802 S 145 St Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # DATE: 11 -5 -01 SUITE # After Permit Is Issued DEPARTMENTS: Buil ing Division NO �G j Z OI uubiic,Wo�r�ks � � DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPT' PLAN REVIEW /ROUTING SLIP Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: ilibiffeqnn I CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fi Pr &veriit i� Structural Approved with Conditions #I 1MAV 14 1 -01 Approved with Conditions REVIEWER'S INITIALS: Planning Division rnfl /. I /7f/ f Permit Coordinator IX DUE DATE: 11-6-01 Not Applicable No further Review Required DUE DATE 12 -4 -01 Not Approved (attach comments) DATE: TE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -355 DATE: 02 -06 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 16 SITE ADDRESS: 4802 SOUTH 145 STREET ir Original Plan Submittal qv Response to Correction Letter # ! Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division n Public WoLk s • Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP Incomplete Ei Structural Review Required 1-1 No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Fire Prevention Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions Planning Division n Permit Coordinator DUE DATE: 02-07-02 Not Applicable DATE: DUE DATE 03 -07 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: u RC 44,4.11; 410 Ni+i14;ti111" ".` r DEPARTMENTS: Building Division ❑ *WoAv IT C001 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ incomplete ❑ APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/rouling siip.doc 2.28.02 ACTIVITY NUMBER: D01 -355 DATE: 11 -18 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 16 SITE ADDRESS: 4802 S 145T STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator P `9 1T COORD COY . DUE DATE: 11-19-02 DUE DATE: 12 -17 -02 Not Applicable ❑ Comments: Permit: Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ['1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved [ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -355 PROJECT NAME: FOSTER HEIGHTS - LOT 16 SITE ADDRESS: 4802 S 145T STREET DATE: 11 -18 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ Documents/routing sllp.doc 2.28.02 REVIEWER'S INITIALS: na REVIEWER'S INITIALS: c lic PLAN REVIEW /ROUTING SUP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11 -19-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route /Structural Review Required ❑ No further Review Required ❑ DATE: i 1 /11/0 DUE DATE: 12 -17-02 APPROVALS OR CORRECTIONS: Approved N Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: 1 1( - i 0 Z-- C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 - 355 DATE: 02 - - PROJECT NAME: FOSTER HEIGHTS - LOT 16 SITE ADDRESS: 4802 SOUTH 145 STREET IP Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route I I PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Structural Review Required Cal APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable No further Review Required DATE: ,.2' 06 - 02 DUE DATE 03 -07 -02 C.Q.r DATE: 2 O 7- 02 DUE DATE: 02-07-02 II Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01- 355%M01 -207 DATE: 11 -5 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4802 S 145 St SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP x DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: Structural Incomplete Structural Review Required Approved with Conditions Fire Prevention DATE: Planning Division Permit Coordinator DUE DATE: 11-6-01 Not Applicable No further Revie Required DATE: I I ( ID Not Approved (attac co ments) DUE DATE 12 -4 -01 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: nv+ MM. k k4WAYMMM; SdAM' k, lik r I.I N4;? S r. .4M ! M1 `nk yii ay rl;.p;��..HeFn:. �....v... �., • . ��... .ru x.... ..,.. .. ..,.n ...,r v..,n. �•....:•�vN: z z I ~ w ` re 6U U O J = 1- CO w 2 gQ to d . I- 11 Z = H 1- 0 Z I- 0 O ▪ - 0 w uj • U 4 - - O ..z w U N H= O ~ z PERMIT NO.: BUTTA:SING'�'i ERINITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order 0 00006 Follow -up ❑ 00007 Pre -dove Inspection ❑ 00050 WSEC Residential ❑ 00060 WA VentilatioNlndoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 0007 1 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Rested 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 , Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types 00700 Framing _ 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑_ 00802 Exterior Roof Insulation 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑_ 00900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 1 10 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre-reroof ❑ 01400 Final -Fire 01700 Final - Building 0(900 Final- Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special-Rein( Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 040V Special- Grading, ExcavfFill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: C i c - Le: \NA CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 Ne',v ceiling grid & light :inure shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & cafes shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0013 Statement from rooting contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ■ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co 0023 Fire retardant treated wood shall have flame spread of 0023 Notify 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 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0023 Rack storage requires separate permit 0003 Electrical permits obtained through L & l 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete Manufacturers installation instructions required on site 0036 "BTU maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain insp for water /sewer connect 0033 A C of O will be required for this permit 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit Q 0040 All construction noise to be in compliance with 3.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces X . 0005 All permits, insp records & approved plans available ❑ 0006 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 be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified 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 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" ❑ 0 0 0 Plan Reviewer: Permit Tcch: K +MRHn.U'P.K�1X�iWi6ifiSvfe'1 ACTIVITY NUMBER: D01- 355/M01 -207 DATE: 11 -5 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4802 S 145 St SUITE # x Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After. Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route IPRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP u Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Planning Division Permit Coordinator DUE DATE: 1 1-6-01 Not Applicable n No further Review Required DUE DATE 12 -4 -01 Approved n Appr ed with ConditionsM� Not Approved (attach comments) REVIEWER'S INITIALS: C. -S3 DATE: 0(1 240) 0 ) n Fl REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions I Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ��i:a,i'.r..;. a,� �.r".iV'a; , t :.St•k ':KiS �i�r : 4 :4 1 444A, tip +r,,:r`Ym;JaSki :+,:vi=i�iL3,idF a:tc iadd'aW3! �{b ° i�' - `. a gl x �;c ..r,� , e `.h . q 5" # " `'•hiki`? ' „4' j.1'„"y+'. �. * + ACTIVITY NUMBER: D01- 355/M01 -207 DATE: 11 -5 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4802 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 Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: (101 Approved with Conditions n Not Approved (attach comments) ete Approved with Conditions n Permit Coordinator REVIEWER'S INITIALS: Planning Division DUE DATE: 11-6-01 Not Applicable No further Review Required DATE: I 1 $ 1a 1 DUE DATE 12 -4 -01 DATE: I I 12/1f O DUE DATE Not Approved (attach comments) DATE: } ACTIVITY NUMBER: D01- 355/M01 -207 DATE: 11 -5 -01 PROJECT NAME: Foster Heights SITE ADDRESS: 4802 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 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete II Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: JjS APPROVALS OR CORRECTIONS: (4 weeks) PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved Approved with Conditions REVIEWER'S INITIALS: 11c7 CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 I' Approved with Conditions REVIEWER'S INITIALS: :, rig, �#:. a' 4' fi w; i �Wxl afiid ;rl` &L+13i4'14'�I.it#�SJtAh' I I Planning Division Permit Coordinator DUE DATE: 11-6-01 Not Applicable No further Review Required DATE: I\ 51 �1 DUE DATE 12 -4 -01 Not Approved (attach comments) DATE: it O( .21,1 LEUISMAY'nYaf!.PV,A.W^Xw.'614 4 opi, iG Pi DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Public Works James F. Morrow, P.E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: November 20, 2001 PROJECT: FOSTER HEIGHTS — LOT 16 PERMIT NO: D01 -355 Steven M. Mullet, Mayor PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Please revise per attached November 20, 2001 fax transmittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206 - 431.3665 i.+'!hNLSHhXNA.Vfi9MY�tN�YSM1NIr Wt+ 01dN1iFMrtf4MYX�lt 'M9M1SlOMN4`M`AI TO: mond /9. Co /Q s, E. DATE: TITL FROM: thAl-A)/V/1 5PENCEi2 t COMPANY: EARIW GDNSe/Lz4N%s INC. TITLE: L 6iE'Lo /HE,vr 1i /Ne-e DEPARTMENT: SITYs•wdNXioNomm •MaCMMiAN.RLOMRe., kF O�N•]d.•0.,,"∎onwoo �tONU6ft�6lOf�M�l.livl. Mtnwc at AR m.: r.1V•..•...• >:n1 DIVISION: i`fV.K•,, i•' , Ns l \TY:.MVG+ .7MM6DRCMd WC•11C.54J•:.:'V, 6X1D:.3•JKi.3 .'.+:A•LX ,c.N •.•\•JX:. TOTAL NUMBER OF PAGES TRANSMITTED, INCLUDING THIS COVER SHEET: I SENT BY / (INITIALS): .,US I FAX NO. CALLED: Oe 74 -0860 SUBJECT: Fo4,r /Ws Lot /6 - Permii to/-355 COMMENTS /MESSAGE: T c %h -Ahe p vcs o l'W /ew ,o & /6 En ;I2 na.tu,re /sS /I . ( FH 16. FW F & needs a- /e/ er ih ) ECI hQS reviewed Feb /o /998 1 (4,62,7aIon p'ep�'"e` b �os� � �� s 2 c cu101 e `� ,,,,, o 2.) e v ti s �q re s w� co �o�s awed re�o.� Or Vie v CeOr - � 1721 -rn J o r b &ECI hias reolei- enctosec Lotl6 sire,ara.. / Die1 9 /Nlics PIA9N D2A - w /NC ,Vo. 1 -/6 044,61 eha' . 61/ �es n Meds oj1 the recomrn ea, dall,oh s p ./-rte ( 5.2o e ec,4tt..v, Ye opt did Feb. io, / q98. CI I Y OF TUKWILA -- PUBLIC WORKS DEPT, FAX TRANSMITTAL FAX NUMBER: (206) 431 -3665 o�. eCi - COn 'rrn /n9 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: Ns� TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd., Tukwila WA 98188 - (206) 433 -0179 09/18/92 r City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 7: 777:T . 17 7 7- 177171r7�rq lrrrr 27 T, �{�• C'. J ..� fYi..a..a...- ......�.GIL:.W_.. _..._iY.J. '.,1.�.117SL.•�y :L.. +�..�%'7. __� 1L..'!._.3 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /l't Z-- Plan Check/Permit Number: t) OI-- 35 S.Y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # J Revision # ' after Permit is Issued Project Name: ZJ? TI /C Project Address: Contact Person: • Summary of Revision: /1'.. .7e a j.,1PFp toaZAaV /A.■ y � � 019 r T ieoci ,E , tre •/ L� Phone Number: '•C)I� e:271. `v,-Z.. G cfoi Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: R e Entered in Sierra on OF t.); NOV18 j C ENTER 08/30/00 z � w rG W 2 J U O co 0 J • = U) 1- v_ . w O LL¢ co a I Z �. f- O Z 1- w Lu O • � O H w H L I O ill Z H • =� O 1— z REVISION SUBMITTAL; -J Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 fo /002 0 Response to Incomplete Letter # City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Correction Letter # Revision # after Permit is Issued Plan Check/Permit Number: L)O / '" 355 Project Name: 7O51e/ #e Lo & /6 Project Address: 4 th7 2 5 l y$ ST Contact Person: Ci Q,rleS 3/h Phone Number: 253 6/ -686 y Summary of Revision: Le- - fizoteck / e.opmks.. e.er Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S 2 Entered in Sierra on a 6 -dam CI reB-e-6 -2ee PERMIT CENTER RECEIVED A 08/30/00 ( ( _ r - ) '1r•c�-- . {S ( rr�t�'^ -. ^^ rt^t r � se'� ^�s^t -� m►si^i rr`t ^"------ o G. ORGAN IZATION TYPE DOMESTIC PROFIT.CORPORATION LONG CLASSIC'HOMES, LTD.' 1624 PIONEER ST' • ENUMCLAW WA '98022 . DOMESTIC PROFIT CORPORATION • . RENEWED.BY AUTHORITY OF SECRETARY :OF STATE REGISTERED TRADE NAMES: JML HOMES INC. LONG CLASSIC HOMES UNIFIED BUSINESS. ID #F :' 601 452 810 • BUSINESS 111:# v 001 . EXPIRES : .03.31. 2002 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 .: LONGCHL05409 11/01/2002 EFFECTIVE DATE ; : 09/29/1995 LONG CLASSIC. HOMES LTD 1624 PIONEER: STREET ENUMCLAW WA . 98022 • Signature ,. Issued by DEPARTMENT OF LABOR AND INDUSTRIES RECEIVED CITY OF TUKWILA PERMIT CENTER Hw UO W • IL W g u. a' -a • W Z = f-. F- O Z I- W U � O - O I— . W • W, O . Z'. Li N O F--; , . ..., .. . . , . .., „ . . :::::■iig"..i.. . . . 1 : '. .. , '' ''' ',, :, ' a a.2C5.73 . 63/4"7 V . • • , , :'; '... ', . , . . ■ , - ontractor Information in Sierr 1 .2ffetn cq. po2"\ c5 // . F1 0,R FRAMING PER PLAN 5 GL B PER PLAN— SOLID BLOCK AS REZIRED. '511P5ON' MEG 5 MANGER (NO TOP FLANGE) Li/ (4) 3/4"0 x EMBEDMENT EXPANSION ANCI-IORS. It CONCRETE STEM WALL—/ LCI-I PLAN 450 SCALE: I" RECEIVED AUG -8 2002 BUILDING D EPARTMENT *:: .......... .71 n ALTERNATE BEAM CONNECTION COPIRIGI-11 2002, SEGA ENGINEE 5 s f 2•1: :5 A. it " l." SEGA Engineers 7ural & Cvll consulting En 222E8 212U Sr SE • Black Diamond. Ershinglun 96010 (360) 666-1017 • TAX 666-1016 • - • _1 • • - • „ DO) z • LU -J (-) O 0 (4 la W --I I- li) -71 < cog z I- 0 z W W • • CI co . O — 0 1.--` W C " ) z. O Y2: 0 I— z Ins have been ri me = : •,y the Prnblic \ rks 1)cpartrnent for OrMitiormaupace with current City standards. Acceptance is snb ect to errors gad omissions which do not authorize violations of adopted standards or ordinances. The responsibffity for the adequacy of the design rests totally wi the designer. Additions, deletions or revisions to these drawings after this date will void this aoo: and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: l ` By: L/9/0.2.. c Y• REVIEWED AND APPROVED FOR CEOTECHN I CAL DRA I NAGE CONSIDERATIONS. 1 FILE COPY 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- tractor's copy of approved plans acknowiedged. --' t i AS - ,8gi / `i' I _► • • IG "4.— ' f t / �. � '� 0",,c11 �fr��; 1 �i i M)L�/ �1 { �� , 2� 1N7 M i t-. a fee lei fir, V r'7' .i..Tgrz hir,7; 12r ef.At-0 ,A,No IN1) Tz-er-t444. RECEIVED CITY OF TUKWILA NOV 1 8 200? PERMIT .:G F H F!,), 1 :)? [N1 r oN 2v[4,9 r IL'r 1- i' r r% REVISIONS NO SC DATE DATE hie:01 v ! - Llu LO APPROVED BY , " - / • M .tiNr 0F9, �I r rr (Z Merl ) TYPE OF REVISION PirErG,ION • r j 4 2 « . t Z °k,,, Wit-4\x fJ Tty_T ;=" N f LONG CLASSIC HOMES ENUMCLAW ,WA DRAWNSY‘ ve REVISED 16 FOSTER HEIGHTS KING COUNTY, WA APPR BY D GNU H NUMBER REVIS SITE, UTILITY , DRAINAGE PLAN &•54C F / 1_4 • P • - 1'M•- . .yFi'r.�i.� • t... A. N • . .... .. 1 u � , ZUG1 PERMIT CENTER :0. • r ;PE RMIT CENTER • S vc .��, � � « • I. MOW* wpo 4 Kio 2__ PK r r. • $ to t - p v ., 1 `- 01 -35 ', c $ alMILL UPIADST DUCTS *1 I MALL 8111 t*$UL*TtD .4 XXSUIRTxost. s viarTZLA XoI SHWA COMI WASINZINTOS VINITLATICO 1 -moo QUALITY , , � . V r'' io ta.; ,4 4. �, cafe NNous• ventilation Fans • - 1 1, 04 7 4, 01 0 4-0 �-. I)* F I is/i,aTEP 5 • i." oo►fI Ili � . :` f'4. T1 111111111111111111111111111111111111111111111= 1;01;:a WPM $tti„, ; • ; ; ■ ■ • r e • ....eq.-b....-. . . .04; , • , . 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MIN. $4 BAR CONTIWOUS t rrp_) 2c ANTED DLOOCNG NAIL TO TR,I56 • E•:C-4 DD ONEATH-H■G AND HALING POZ PLAN OR SCHEDULE. Sid •6' 'SUM SON' NI FRAMING ANG .1QZ JSE TC TYPE ANG:1OQ AT SC S6OR TRB6_ SOLID RIM JOIST SUBFLOOR $4 BAR CONT. 8' . (TYP.1 i' -4' FOUNDATION AT AB ON CRAPE JOIST PER PLAN 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE V. • b®" OL. MN. 'SIMPSON' I4OLDOUN $TRAP PER PLAN _TEPPED FOOTING DETAIL I bd • 4' OL. SOLE PLATE NAILING : ,SOLID JOIST. TJI JOIST PER PLAN. 2x FLATWSE &LOOCNG • Ii' OL.. / (2) IOd EA DC 1 (4) •Od TO TOP PLATE_ • A �:mr -a... zi�:xr ro-�^is:.,,.rt• °o •,: za .• • 7.444. CITY Of 1'.14411 MMp>r \J Erb FEB 0 ?n ........ '"` ' f W1 i 0 :CITY RECEIVED NOV - 52001 • PERMIT CENTER C'r)PYa1r1JT IOVA a=P A Ch ICS cn 52.E _M 4aNr.11 & . 4$ Y _ '.• . 1��, f "1�i ,; : 7 -. �. ! yY.�' "�w c r "f 3 V f 1 `/ - �, `� 3 rA » E y.. y�( `°'� > "� .+7 ,,�! r! * ': . •� �' „'"! s+ � i `vr .PA eAL i•�'"'..- r 4 - Z 1 .0P c.c ' 3 O R O T H E R W I S E ON THE Puss stutu. at it 2 DP 4 1VI H ON CRIPPLE AND ONE STUD AT EACH END OF OPENING 4*' $ LESS , AND TWO CRIPPLES AND ONE STUD FOR OPENINGS' • THAN 5'0' WIDE. ALL COLUMS NOT CALLED OUT- ON THE SHALL se 2 STUDS , ,- SPD E LAMINATED COMM r. a WITH iid 0 16' .O.C. STAGGERED. TOP PLATE k . AtiVERIAP MIN 4' AND NAILED PER UBC TABLE 23414 -1. • Y; � AN© ROOF FRAMING - r 1 UNDER ALL PARALLEL PlUrTnIONS 'WhAT EXTEND OVER MORE THAN ONE HALF THE LENGTH AND f • ` ALL OPENINGS IN FLOOR ANQ ROOFS, APPLY - 3/4" =ED PLYWOOD (40/20) NAILED TO FLOORIPRAMINIGMEMERS Ed GALVANIVOID BOX NAILS AT 6" O.C, AT ALL SUPPORTED �- AND Ed GALVANIZED BOX NAILS AT 12" O.C. AT INTERI TS UNLESS NOTED OTHERWISE ON Pte, APPLY 1/ TED SHEATHING (24/0) ON ROOF NAILED TO STIFFENERS OR F1VRS WITH Id GALVANIZED NAILS AT 12' O.C. AT GABLE ENDS O,C. AT ALL OTHER SUPPORTED EDGES, AND Ed GALVANIZE) ►X NAILS AT 12" O.C. AT INTERIOR SUPPORTS UNLESS NOTED FIERWISE ON PLANS. . ` 411LOCKING OF INTERIOR EDGES NOT TiiE PL�1MS. - • • .. � RMtLIRED UNLESS NOTED LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER R NO t • WINIMU$ TREAD R .' 8" 'MAX RISE S MIND4UM .HEAD ROOM 6' • LS TO HAVE END RETURNED AND TO BE NMI 34" AND WU( 38" ABOVE TREAD NOSING. ,VHANDGRIP PORTION ON HANDRAIL SHALL NOT 8t LESS THAN 1 1 /2" NOR MORE THAN 2" IN CROSS SECTIONAL' DIMENSION OR APE SHALL PROVIDE AN EQUIVALENT GRIPPING SU*FA L PROIEC TION PROM THE WALL SNAU. HAVE NOT LESS 1 1/2" IN BETWEEN THE WALL AND THE HANDRAIL SEC WIC '... ALL PYRE BLOC1aNG BETWEEN STRINGER AT TOP AND POTION IN WALL ALONG STIUNGERS PER SEC 2516(t) UBC ' ' USABLE SPACE UNDER STAIRS TO HAVE 5/5" TYPE "DL" WALL BOARD AT WALLS AND SOFFITS PER SEC 3305(m) ' ..,. aweN} •' ..W ;;;.W" , F s y , ,,, ti . . , � � 1,; u , n< L�� � i s_�hOUN AND DA7ION A FLOOR Sus CONCRETE SHALL BE EQUAL 10 = -3 500 PSI . MAX WATER TO CEMENT RATIO 51/2 SACK CEMENT 4,,,115t CUBIC YARD OF CONCRETE m 4 3/4 GAL WATER PER 94 i.e ' 1SAiC`K OF CANT. . :AU1 d A14.11EINFORCID STEEL SHALL BE GRADE 40 DEFORMED-SANS I LEITH ASTM SPE R ATIONS. . - = "'1 MORE LOCATE AND Menke= SMALL BE A-- KM 2501WSI) 32 BAR CONC 2000 PSI 40 DIAMETER. NEIMPQLiana SNAIL BE TIGHTLY 'RED AND SUPPORT CONSTRUCTIOK -r fi a LEGAL OE ESCRIPTION OF RECORD PARCEL A: THE WEST HALF OF LOTS 10 AND 11, BLOCK 4, ADAMS HOME ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 I-ELI OF THE EAST HALF OF LOT 11. SAID BLOCK 4, AS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 3573683. PARCEL B: LOT 12. BLOCK 4. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLU}WIE 11 31, IN KING COUNTY, WASHINGTON. PARCEL C: WEST HALF OF LOT 13, BLOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY. WASHINGTON. PARCEL D: LOT 14, BLOCK 4, ADAMS HOME ACRE TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON. METES AND BOUNDS LEGAL DESCRIPTION A PORTION OF BLOCK 4 OF ADAMS HOME TRACTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 11 OF PLATS, PAGE 31 IN KING COUNTY, WASHINGTON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 01 EAST ALONG THE EAST LINE OF SAID BLOCK 103.09 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 01-30'37" EAST ALONG SAID EAST LINE 103.09 FEET; THENCE NORTH 87'53 WEST 189.29 FEET; THENCE NORTH 01'2747" EAST 206.31 FEET; THENCE NORTH 87'51'26" WEST 189.46 FEET; THENCE SOUTH 01'24'57" WEST 103.22 FEET; THENCE NORTH 87'52'34" WEST 126.11 FEET; THENCE SOUTH 01'23 WEST 309.78 FEET; THENCE SOUTH 87'55 EAST 315.06 FEET; THENCE NORTH 01'27'47" EAST 103.16 FEET; THENCE SOUTH 87'54'50" EAST 189.20 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE ROAD RIGHT_ OF WAYS AS SHOWN TO BE DEDICATED TO THE PUBLIC ON THE MAP PAGE (PAGE 3 OF 3) OF THIS PLAT. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE. THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED .DO HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO RCW 58.17.16. THE UNDERSIGNED FURTHER DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). KNOW ALL PEOPLE BY THESE PRESENTS. THAT WE. THE UNDERSIGNED, OWNERS IN FEE SIMPLE AND UEN HOLDERS OF THE LAND HEREBY PLATTED, HEREBY DECLARE, DEDICATE AND CONVEY TO THE CITY OF TUKWILA FOR THE USE OF THE PUBUC FOREVER ALL STREETS, WATER, STORM DRAINAGE AND SANITARY SEWER SYSTEMS LOCATED ON EASEMENTS AND RIGHTS - OF -WAY SHOWN THEREON AND THE USE THEREOF FOR ALL PUBUC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBUC ROADWAY AND UTIUTY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND ALLEYS SHOWN THEREON. THIS DEDICATION OF THE PROPOSED PUBUC ROADWAYS AND UTIUT1ES IS SUBJECT TO THEIR COMPLETION BY THE DEVELOPER AND THE ACCEPTANCE AND APPROVAL BY THE PUBUC WORKS DIRECTOR THAT THEY HAVE BEEN COMPLETE-0 TO CITY STANDARDS. WE AND ALL OF OUR SUCCESSORS WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARISING FROM THE CONSTRUCTION AND MAINTENANCE OF PUBUC FACtUTIES AND PUBUC PROPERTY 'WITHIN THE SUBDIVISION. (17.04.060 8.2.) IN WITN tiv REOF WE HAVE SET OUR HANDS AND SEALS. MICHAEL . PRESIDE AN TRIDOR. INC. ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) SS COUNTY OF KING ) ON THE 3 P-.° DAY OF - auSki 2O. L BEFORE ME, THE UNDERSIGNED NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED MICHAEL S.K. CHAN TO ME KNOWN TO BE PRESIDENT • OF TRIDOR. INC., A WASHINGTON CORPORATION, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT e AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE H SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. STATE OF WASHINGTON ) ) SS COUNTY OF KING ) ON THE_, 3 OF IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SURVEYOR'S CERTIFICATE C1) 1 � PREUMINARY PLAT NO. L96 -0019 FINAL PLAT NO. L2000 -026 PRINT NAME OF NOTAR SIGNATURE OF NOTARY PUBUC DATED MY APPOINTMENT EXPIRES S44 t. 459, 2_0(53 STATE OF WASHINGTON COUNTY OF zoo KoN3 t- 20� BEFORE ME, RY Q "/ZtS PRINT NAME OF N SIGNATURE OF NOTARY PUBUC DATED 3 , 2045 I MY APPOINTMENT EXPIRES Se.-fit- , REGISTERED AS A LAND SURVEYOR BY THE STATE WASHINGTON. CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF .I E LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. A POAT1ON OF THE HEI /4, SEC.22 T.23N., R.4E. KING COUNTY, WASHINGtON CITY OF TUKWILA WAS THE UNDERSIGNED NOTARY PUBUC IN AND FO 17 TH TATE OF WASHINGTON, PERSONALLY APPEARED TO ME KNOWN TO BE_3Lit `'2 sL sue) - OF CITYBANK, THAT EXECUTED THE FOREGOING INSTRUMENT, AND . ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT We. WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. 'L e a . ,/ o9, "Leo 3 STATE OF WASHINGTON / • COUNTY OF tV t! FOSTEg HEIGHTS OF PLATS. PAGE(S) CITY OF TUKWILA APPROVALS PUBLIC WORKS _DIRECTOR'S CERTIFICAJt t HEREBY APPROVE THE SURVEY DATA, THE LAYOt1 F OF THE STREETS, ALLEYS AND OTHER RIGHTS - - WAY, DESIGN OF SEWAGE AND WATER SYSTEMS, DRAINAGE SYSTEMS AND OTHER STRUCTURtS. I CERTIFY THAT THE SUBbtVIDE. HAS COMPLIED WITH ONE OF THE FOLLOWING: A. ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS Of THIS TITLt AND WITH THE PRELIMINARY PLAT APPROVAL, AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR ELECTRONIC RECORDS IN A FORMAT APPROVED BY PUBLIC WORKS AND MEETING CURRENT PUBLIC WORKS DRAWING STANDARDS FOR ROAD, UTILITY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE DESIGNING ENGINEER AS BEING AS CONSTRUCTED" HAVE BEEN SUBMITTED FOR CITY RECORDS. B. AN AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVE BEEN EXECUTED IN ACCORDANCE WITH SECTION 17.24.030 OF THIS TITLE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED IMPROVEMENTS AND CONSTRUCTION PLANS. EXAMINED b ANb APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS THIS y DA Y�311�} DIRECTOR CITY TREASURE'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS. THAT IS DEDICATED AS STREETS, ALLEYS OR FOR 0443„ R QJ9L FINANCE DIRECTOR MAYOR AN CITY CLERK'S APPROVAL EXAMINED AND APP VED BY THE CITY OF TUKWILA THIS /7AY 20 0.x_, TUKWILA MAYOR • • 11 ' •••,' It • ' y 4 • AND ALL SPECIAL ASSESSMENTS ON ANY OF THE OTHER PUBLIC USE ARE PAID IN FULL. 7 /la IQL DATE WILA CITY CLERK ACING COUNTY APPROVALS XING COUNTY TREASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS, OR FOR OTHER PUBLIC USE ARE PAID IN FULL THIS���AY OF .0 TY KING COUNTY E • URE 00„ ," COUNTY ct A O FFICIA L • •� - • J` 20 &L A. •• •.• S E a L •: • 4 � . it KING COUNTY DEPARTMENT OF ASSEGNTT • EXAMINED AND APPROVED 'THIS t7 DAY OF fvL_y__ 20 a1 A.D. J • C NQ 4LP_ �C KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR RECORDING CERTIFICATE FILEDJOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS .L .. DAY OF J_!_& , 201)...E. A.D.. AT �_d __ MINU P A _ d v !�M. RECORDED IN VOLUME. t_OF PLATS PAGES 9 Y2 7 T RECOR AND OF kING COUNTY, WASHINGTON. DIVISION RE ORDS AND ELECTIONS DEPUTY DIRECTOR. KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS RECORDING NO.9 d /O 7 /cP 0000 'v PREPARED BY ENGINE E 100 FRONT STREET SOUTH • ••• ■••. R ' -E ED t {1 ; 7nO T Pu13 WI (. WO DIRECTOR, KING COUNTY :.;SESSOR DEPARTMENT OF RECORDS AND ELECTIONS t:rr 8 (. ► 1, 1. "NOTE" WATER AND SANITARY SEWER SERVICE PROVIDED BY DISTRICTS. Balmy & Holmberg �nC. RS & SURVEYORS ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 -001 1736-1FP.DWG SHEET' 1 OF 3 PROPER EN 47\ 1C K; a -0 al° ...... DRAWN BY' CHECKED BY' WSH ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392 - 0250 JOB NO. 1736 -001 1736-1FP.DWG DATES SHEET' UTILITY EASEMENTS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SEATTLE CITY LIGHT, US WEST TELEPHONE COMPANY. AT &T CABLE TV COMPANY AND OTHER UTILITIES, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARAI I FL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PRIVATE AND PUBLIC), AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS, AND DRIVES, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILIT1ES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION. AND OTHER PROPERTY. WITH UTILITY SERVICES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNALS, OR FOR OTHER PURPOSES. SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. RESTRICTIONS 1. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. NOBS: 1. SET 1/2" REBAR AND CAP (LS 111332) AT ALL REAR CORNERS. SET TACK IN LEAD IN CURB AT THE SIDE LOT LINES PRODUCED TO AN INTERSECTION WITH THE CURB LINE. 2. TRACT 'A" IS A JOINT ACCESS AND UTILITY TRACT. 3. THE LOT OWNERS OF LOTS 9, 10 ANO 11 HAVE AN UNDIV1bED OWNERSHIP IN TRACT s 'A" AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. 4. THE FIVE (5) FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 6 AND 7 I5 FOR THE BENEFIT OF LOT 5 AND 6. THE O'MVERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. AND SHALL EOUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 5. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 12, 13 AND 14 IS FOR THE BENEFIT OF LOTS 13, 14 AND 15. THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SMALL., EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 6. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOT 11 is FOR THE BENEFIT OF LOT 10. • THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 7. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 1, 2 AND 3 IS FOR THE BENEFIT OF LOTS 1, 2, 3 ANO 4, THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. �?. THE FIVE (5) FOOT DRAIN :ACE EASEMENT WITHIN LOTS 14 AND 15 IS FOR THE BENEFIT OF LOT 16. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THAT THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON. 9. THE E'EN (10) FOOT DRAINAGE EASEMENT WITHIN LOT 9 IS FOR THE BENEFIT OF LOTS 1 - THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE, AND SHAD_ EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON. 10. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS ' SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF TUKWILA PUBUC WORKS DEPARTMENT. THIS PLAN SHALL BE SUBMITTED WITH THE APPUCATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND AND SHALL COMPLY WITH PLANS ON FILE. 11. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON ALE WITH THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 12. THE RESIDENCE ON LOT 15 SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 13. THE OWNERS OF LOTS 10 AND 11 OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED ON THOSE LOTS AS REPLACEMENT TREES FOR TREES REMOVED IN STEEP SLOPE SENSITIVE AREAS. LOTS 10 AND 11 ALSO OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED TO SCREEN THE STORM WATER DETENTION VAULT LOCATED ON THESE LOTS. THESE TREES ARE IDENTIFIED AS THE "TREE REPLACEMENT AND VAULT SCREENING EASEMENT" AREA ON THE PLAT MAP. THESE TREES ARE SUBJECT TO THE PROVISIONS OF TMC 18.54, TREE REGULATIONS, AND SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT. NOTE THE DEVELOPER SHALL COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM CONSULTANTS. INC. DATED FEBRUARY 10, 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS. APPLICANT IS TO INCLUDE. AS PART OF THEIR SINGLE FAMILY PERMIT APPLICATION, A LETTER FROM THEIR GEO T ECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS THAT THE HOME FOOTING AND FOUNDATION DESIGN INCLUDING FOOTING /FOUNDATION DRAINAGE SYSTEM ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. DURING HOME CONSTRUCTION, THE GEOTECHNICAL ENGINEER 15 TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS, 8) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS. RETAINING WALLS. DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPUSHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. EACH OWNER IN ITS PURCHASE OF A LOT. HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTER HEIGHTS. AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION. COSTS, ATTORNEYS AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEP SLOPES WITHIN THE PLAT; PROVIDED. THAT THIS RELEASE SHALL OT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS AND EXPERTS FEES AND PROPERTY DAMAGE RESULTING. FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKwILA, ITS OFFICERS, AGENTS AND EMPLOYEES. PRELIMINARY PLAT NO, L98-0019 FINAL PLAT NO. L2000 -026 • FOSTEI HEIGHTS A PORTION OF THE , E1/4, SEC.22, T.23N., R.4E. KING COUNTY, WASHINGtON CITY OF TUKWILA K:13 L Aft; Wi rer EXPIRF:3 11/30/02 'CO INAAWAMMAAAANMAAAAAAAAAAAAAAii S 87'52'34" E 126.11' PARCEL 'D' T.L. 0040000560 N N 0 BASIS OF BEARING : . S 87'51'26 E PARCEL 'A' T.L. 0040000539 PARCEL 'B' T.L. 0040000550 S 87'55'58 "E 315.06' VICINITY MAP N TS PARCEL 'C' T.L. 0040000554 INSTRUMENTATION INSTRUMENT USED: FIVE SECOND TOTAL STATION. 189 20' 1 7-)/ i rn _f . S. 144TH ST, tD 0 N 0 z S. 146T1-1 ST. INDEX LOCATION: THE NE1 /4 OF SEC. 22, T. 23 N.. R. 4 E., W.M, NORTH LINE OF NORTHEAST QUARTER N 87'49'18" W PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 t f *'t " S 87'53'42" E 189.29' S 8 754'50" E 1 89.20' FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000. 4 sq. •■■■ 0, — 0 WIDOW i J °! it 11.10. r" w •'trAMt1 CV ER 1 33(13 1 22 1319 -30 FD- 4 "x4" UONC. MON. wiTH COPPER PLUG & PUNCH MARK (ENCASED) vISITED 7 -22 -97 C0 T 0 c) FD. 4 "x4" CONC. MON. WITH COPPER PLUG & PUNCH MARK 0.04 NO OF LIVE (ENCASED) VISI TED 7 -22 -97 O a a 0t-- 0 < • J o= • r- 0 - D O a Li a F --- 0 O 0 0 W o L 0 z °a 0 0 C 0 c Q o w -J Z 0 J (1) v) 1 20.00 20.00 � 20 I � *•i N 0 0 Cv LiNlL LOT 10 ADAMS HOME TRACTS NORTH LINE LOT 14 BLOCK 4 ADAMS HOME TRACTS S I + FD. 2" BRASS DISC IN CONC. 'BATH PUNCH MARK (ENCASED) VISITED 7 -22 -97 S,437 E 125.11 36.11 10' SANITARY _>-\ \ f- PRELIMINARY PLAT NO. L98-0019 FINAL PLAT NO. L2000 -026 SEE NOTE 4 ON PAGE 2 I - 6500 SO. FT. 10' I t t t �-- U TILITY EASEMENT N 88'36'57" W 66.62 t- 0 cv 4 �+ I 6500 I 5'x25' PUBLIC SIDEWALK 1 EASEMENT SEE NOTE PAGE 2 t 1 5 41 7 y <-� . _ - __.-_ �x:.'_` i_. a_: :t�.::.." ;r- •;- _ ,....... __....1 - - . -^acv_ --- . r. s a- •. ......�::.- �acc�+.� •..,sr ^ .wai• - .3', 0 0 r SANITARY I SEWER ESM'T • RECORDING NO ! 90.76 SEE NOTE 5 & 8 ON SHEET 2 • r THIS PLAT. 7265 .30. WID �2TJ 17F7 If 78- Al I -r ' CO � / / \ \ f 5' WATER ESM'T \ \ iii / DEDICATED TO . 20 SANITARY SEWER ESM'T PER RECORDING NO 1 9990812000314 1 __1 1 rr }-" N 0 -- - - -` __ 60.6.3 / 5' PRIVATE DRAINAGE ESM'T' LOT 6 Sc 7 0 SO. FT ' v N of ry 0V of 6500 SO FT (sI 60.53 A PORTION OF THE s 1/ , SEC.22, T.2 a31., J 4E. KKR-1G CO WASHINGTON TY, CITY OF T WILA SEE NOTE 4 2 ON PAGE 2 5' PRIVATE J DRAINAGE EASEMENT 3 6500 SG. FT. SEE No TE 7 ' PAGE 2 c0c N 87'49'1D` 1.1 N 8749'16" W 0 6500 SQ. FT. SEE NOTE 5 Sc 8 CN PAGE '* SEATTLE n r 1 -.66 �c 0scLsr�r' c. _ -._.. W 6 n 7 o CN ! P') • c 6500 SO. FT. SEE NOTE 4 ON PAGE 60.63 - _9. 49 S 88'36'57 E 6500 SO. FT. SEE NOTE 7 PAGE 2 263'7.37 ( i?OS) 2637.84 MEAS. 1318.54 NORTH LINE W1/2 LOT 10 BLOCK 4 ADAMS HOME TRACTS \JLL '-'.''L . V'• ` \ s 6500 S .i. FT. h \ � 0 15 POWER ESM' f / \ \ ' IU SEATTLE ILL C I T Y 5' PRIVATE \ Li%HT - UPON � 9 DRAINAGE RECORDINC • \ ' A • -- \ \& 1 SOUTH 145th STREET 9 N 0 5' w, TER ESM DEDICATED TO �wD 125, TYP. L 09.4?9 t A. nEIGHTS 12.27...C$ _ 6500 SQ. FT. v� 15' POWER ESM'T / « v • 1 �O SEATTLE CI f , 1 999081 200031 4 �': i , - SEE NOTE 8 ON PAGE 2 + �\ \\ - \n LIGHT -UPON / RFCORIIIN(: . O 1 '') 0 NI P (11Q - L3 10' PRIVATE DRAINAGE EASEMENT 10' SANITARY SEWER ESM'T RECORDING NO 199908120003141 60.88 _ 68.b5 S 8755'58 E 315.06 DEDICATED TO HE PUBLIC FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT - - - _ 524.13 S 375 E 1314.73 ao, or- BASIS OF BEARING SEE NOTE 5 ON PAGE 2 U) 6500 SO. FT SEE NOTE 7 PAGE 2 10' SANITARY SEWER ESM'T RECORDING NO 1999081200031 4 68j2 s f 1111/ I II es so st FT 15 ' r.: 39.85 N 87,3'4" W 10' UTILITY � I EASEMENT 6533 SO. FT. \ SEE NOTE 3 ON PAGE 2 `�' k '� SEE NOTE 9 ON PAGE 2 r" 5' ) 1' I 1 13.38. ( 20.421 c WATER • • AND ACCE ESM'T r SANITARY SEWER EASEMENTS AS SHOWN ARE PER RECORDING NUMBER 19990812000314 EAST LINE 'N1/2 LOT 13 BE OCR: 4 ADAMS HOME TRACTS S i45 ST SCALE: 1"= 40' L aleC7 = 5a21 C .- 0 20 40 80 99 FOUND MONUMENT AS NOTED ED MONUMENT TO BE SET ROS RECORD OF SURVEY RFCOROFO IN VOLUME 30 OF SURVEYS. PAGE 57 jRIG'NAL LOT LINES ® SE RLBAR AND CAP. LS# 11332 LEGEND EAST LINE OF w1/2 LOTS 10 AND 11 BLOCK 4 ADAMS HOME TRACTS v v cii LINE TABLE NO. L1 L2 L3 L4 CU RVE TABLE NO. DELTA RADIUS Cl 9000'00 25.00 C2 72'47'45" 25.00 C3 37'38'36" 46 C4 51'42'32" 46.00 C5 73 46.00 C6 62'49'32" 46.00 C7 40'43'38" 46.00 C8 ;Y..37'54 25.00 C9 9000'00" 25.00 83 .1 3 . 0 . " 5 v • v c. ✓. 00 62'11'01" 25.00 ED. CONC. MON WITH LEAD & PUNCH MARK (ENCASED) VISITED 7 -22 -97 BEARING DISTANCE S 88'32'13" E 5 00 S 25'42'41 1 16.97 S 25'42'41 E 7.52 S 25'42'41 E 9.46 NORTH LINE LOT 12 BLOCK A11GfdtS HUM` tACTS 15' UTILITY ESM'T t _ REC. NO 19990812000315 10' WATER ESM'T S 87'53'42 E 159.29 132.15 PRIVATE DRAINA w `� 1� EASEMENT 6500 S0. FT. it \ SEE NOTE 3 ON PAGE 2 cr\ \SEE NOTE 6 ON PAGE 2 I 1 EE NOTE 13 ON PAGE 2 V \ S 112 A S 8754'50" 65(78 SO. FT. 10 10' SAN. SEWER EASEMENT RECORDING NO.19990812000314 SEE NOTE 3 ON PAGE 2 SEE NOTE 6 CN PAGE 2 SEE NOTE 13 CN PAGE 2 120.99 8 E 189.20 SOUTH LINE LOT 12 BLOCK 4 ADAMS I4OME TRACTS 139.36 LENGTH 39.27 31.76 30.22 41.51 59.05 50.4 s .32 70 5.95 39.27 38 37 2713 15 14 f ' 22 i1 23 of 0 1736- 1F 6 -13 -01 1;23 :28 p ► o • I 25' PUBLIC DRAINAGE EASEMENT AND PRIVATE TREE. REP1ACMENT AND VAULT SCREENING EA`,:,EM - N 1 1 Rer:E ?f,li • • • • • • I000000/II/II141••••■•■■■•• ' L c,WUPE 15', 7 ti ti &.7 WAS . a , silo: , 1‘; o t-,-A • • • • ` 1 133 • • • • • • • • • • • • A : ,..., L L • 4 EXPIRES 11/30/02 • PREPARED BY DRAWN BY' MM Bairna & Holmberg inc. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250 CHECKED BY' WSH JOB NO. 1736 -001 1736 . - 1FP.DWG DATE' SHEET' 6 -13 -01 3 OF 3 0 r L�1 ' IJ ; <Vd11. o ci "!J i IC. VV( )RK ALOKATFO INTERSECTION PoSi TPCN I. I r! , d".", '•1A Pt � • ' yak.'\ L.R ES1 NO PARKING ON ASPHALT" SIGNS ALONG WALKWAY ® 100' SPACING, TYP. WIDEN EXISTING ASPHALT EXISTING ROAD 5' MIN. FOR PEDESTRIAN T AS WALKWAY TO 46TH AVE S • TYP. - SEE DETAIL 4 STA. 1 +50 -BEGIN ROCKERY TOP =469.0 TOE =466.5 ENTERING SIGHT DISTANCE 438 FEET LOOKING WEST 323 FEET LOOKING EAST (INSTRUMENT HEIGHT = 3.50 FEET, MEASURED 10 FEET OFF EDGE OF ASPHALT, OBJECT HEIGHT = 4.25 FEET) POSTED SPEED LIMIT = 25 MPH TOP =468.0 TOE =464.2 TOP OF CURB = 464.23- TOP =468.9 TOE =465.0 RELOCATE UTILITIES AS NEEDED, TYP RELOCATE EXISTING FENCE AS NEEDED. TYP. INV= 1.50 THERMOPLAST IRATE_ FROM AUTOS t TYPE I BARRICADE STA. 3 +25 END - IMPROVEMENTS STA. 3 +10, 27'LT , CURB INLET BOX ___/' RIM - 463.ZS INV= ' +5$. STA. 34 00 - END ROCKERY TOP =466.0 TOE= 463.2 II c8 RIw1 .(73.99 INV = 47 SCALE 1" = 30 8 ' 4 N -12 O TI GHTLINE DSI FROM ROCKER DRAIN ® 1% tJ!N 10 CITY OF KWIA c6 g.,. ir3.Z /NV = 4(o,58 0 i d1-355 15 R,A c 454, 2' /AN : 45O.6 1 1 N 87'55'$8" W , FOSTER HEIGHTS 146TH ST. ,\\ CAU11ON -- POTHOLE VPATE RLINE PRIOR STA. 24 49.89 TO SD CO STRUCTION TO CB# 12, TYPE I VERIFY C_ ARANCE W/ VANED GRATE RIM= 4 3-4, (MATCH PAVING) INV= 4.44 24- 431.2 34.10 5 PRIVATE DRAINAGE R• DR TO \it 1 \ I z" SD ‘4111allmism 1171111 ‘ M 1211 111 001 iffih1 • . \ +V� 3. \ � 2 +43.47 / I — — — — -- -- NECT KERY IN INLET STA. 3 +24, 13.25 RT CB# 12, TYPE I l RIM= A+.' 401,76 INV = 456.76 __Lk _ L\ _-_ 32' 12" SD @ 4- 2.814 1 STA. 2.92.47, 13.25'RT L CB# 11, IYPE I RIM =' 2_'" 44.1 a \ INV -•L ' 457.69W WHEELCHAIR \\ RAMP, TYP. \ /•� 7Z i STA. 0+49, 13.25 I CB #10. TYPE W/ VANED ATE RIM= `F ' GRATE 1 STREET INV =4. 454. LIGHT\ 5' WATER E' (TYP.) DEDICATED WD 125, 5' WATER ESMT. I DEDICATED TO I I WD 125, TYP. 1; -BOX MAILBOX RACK TH MINIMUM 1 5' LEARANCE BETWEEN MM BOX & BACK OF VDEWALK -T DETAIL WAL MFNT 1; .287. - 12" SD 0 4 STA. 0+48.60 / CB, 13; TYPE I W/ VANED GRrE PIM= 46 - 3+4± 443, (MATCH PAVIN ) N V - 4F4 4 9, 5' PRIVA S A. 1 +73, CB# 9, I VANED RIM= INV= STA. 1+ 3, 13.25'RT / CB# 8, FE I W/ VANED GRATE RIM = =mac^ 4; -44I. o i INV =. -+- 1 4.34.47 1 YARD DRAIN 101 '-12" HDPP `SD ® T€ W 19.15 ' W /(2) PIPE ANCHORS SPACED ALONG ( PIPE -SEE DETAIL I 1 101 (� +C- Q=om -12" SD O I 15.Z7% DRAINAGE EASEMENT I YARD DRAIN, TYP. 1 ' 1 I ✓ 1 5' PRIVATE ! \ LOT LIN Ta \ BE �` DRAINAGE J , ESMT I I I L \ , 3 1 `. 14' /`` I \ \ I \ \ \ WC( 1T I LNCAI POST II [ I I I 0 i I L "s Pe !Is79, ■17 174" 1 -- - - - - - - - 4 �;r;11r�tT: f: - - - 212.-_1.i 2 SD_ - it .. - _;..�...r... s. _ ..�.��� f+�� PEDESTRIAN WATE' " 1V. - f.$11111111111111 v ■S I X 12� ',raC I I ---- CD PRIVATE Al , E ESMT EXIST. WEL ABANDO I.O.E. REQUI' 10' I PRIVATE DRAINAGE 9 ` !ESM T TO IED PER 1 EMENTS 'PRIVATE CB#! W/ LOCKING GRA NM= 427. IrJv =4 e84z2 s" I. 2• II —�_ YARD f_1 SD ` DRAIN 3 . I o f3 , PRIVATE I ,!7 ., I+ORAINAGE PRIVATE CB #14, TYPE 1 -48" EASEMENT W/ LOCKING VANED GRATE -II 11 I RIM -I.. — ± 4x3,13 1 INV =44 . 401,23 \ 1 \ 45' \ r ;. \ '. ' - T2 " SD 6" PVC ROOFDRAIN \ ' O O O% M'IC'A ,1 I PRIVATE ; ' l D 'r= EL.' . f . 1 ICB# 13, TYPE I \ ( 1 � I VANED GRATE.' MANHOLE, RIM= 4PC+ 1 R.. j I I INV ='CF C'+o9.+% ' EL IY HANDRAIL l— ( I OR CH LINK FENCE i I25' BLIC R AINAGE PU lSMT RELOCATE EXISTING UTILITIES' AS NEEDED, 'TYP. 1 , \ ( \ \ \ \ I \ \ \ VAULT DRAIN GATE VALVE 2. 00% J 0 1 40' 4I CCESS ESMT 4 CB# 7, TYPE I W/ THROUGH CURB INLET RIM = 424. 1S IN 419 . g L CB# 5, TYPE II - 54" W/ SOLID LOCKING LID STA. 2 +74, 18.`'RT RIM= 4.24Q 424.19 INV =4484 4x7. N 87'53'42" W 0 F�c�ST. DITC CONSTRUCT /REBUILD ROCKLINED DITCH -SEE DETAIl. THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 1Z - -Z000 r 1�. _- .., WILLIAM SHUPE HOLM ER PLS 332 CB# 4, TYPE II - 4E W/ SOLID LOCKING LID RIM= - . . 413.01 INV '.. 40 8.(,l 15' UTILITY EASEMENT • 0 �I i � CB# 3. TYPE 11 -48" , W/ SOLID LOCKING LID I 0 I RIM - 3CE lT - 4 8 6j1 - . &7 I / INV =3PC.0 "` 3 j 5)3)7.15 I / 11 2 3.137. -12" HDPP © W/ (2) PIPE ANCHORS ( i I SPACED ALONG PIPE W I II I 1 DITCH la 1E9. I II I II I II I I I 40 ' G ED EXIST. CB RIM =377.7 INV= 375.0 O' -12" SD 1.00% EXPOSE /PER PIPE INLET EXISTING i2' •> IN ii 20 I'7 ANCE 1NG 4 COMBINATION DETENT1ON/WATER QUALITY VAULT - SEE DETAIL l aj CB# 2, TYPE 11 -48" RIM - - 379.73 INV= 37C.67 12 "W)37G.33 INV- 273.2Ci6 " &12 "E)3 23.43 CB# 1, TYPE I CONSTRUCT OVER EXIST. SD RIM= 37C.2.1 375.x1 (MATCH ROAD) INV -373. 1 (VERIFY 3'1Z.74 PRIOR TO VAULT CONSTRUCTION) .00 wrnw wa NAOU. V7M/r1' UMCS rr3 COST,. Call before you DY9. 1 -800- 424 -5555 UNDERGROUND SERVICE (USA INDEX 1 ROAD /STORM /GRADING PLAN 2 ROAD /STORM PROFILES 3 ROAD /STORM PROFILES 4 OFFSITE WALKWAY 5 NOTES /DETAILS 6 STANDARD DETAILS 7 COMPOSITE UTILITY PLAN 8 T.E. PLAN T.E.S.C. r`.IV OWNER HAPPY VALLEY LAND CO. P.O. BOX 1324 ISSAOUAH, WA 98027 LEGAL DESCRIPTION LOTS 12 AND 14, TOGETHER WITH THE WEST HALF OF LOTS 10, 11 AND 13, ALL IN 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 OTHERWSE 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 RCADS 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: VICINITY MAP N TS 4 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 THAI ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CAI 1, BEFORE YOU DIG: 1 - 800 474 - 5555 U) W W z C.S z W i-- U W d DATE 2/10/98 G z n a a u CA � a 0 > - p0 ca W Z l7 H W L] SHEET 1 OF 8 a (r n 3 a JOB NO. 1422 -004 DRAWING NO.1422- 4C1