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Permit D96-0034 - HILLCREST APARTMENTS
City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 359700 -0020 14891 INTERURBAN AV S BUILDING #2, UNIT #22 AAPT DEVPERM V -1HR 001 North: N/A Contractor Licence No: OCCUPANT OWNER CONTACT .0 South: .0 Sewer: N/A Slopes: Y Permit No: Status: Issued: Expires: D96 -0034 ISSUED 12/02/1996 05/31/1997 Occupancy: APARTMENT HOUSE UBC: 1994 Fire Protection: NONE East: .0 West: .0 HILLCREST APARTMENTS 14891 INTERURBAN AV 5, TUKWILA, WA ING HELEN H Streams: PAN PACIFIC PROPERTIES INC, 200 FIRST AV W SUITE 501, SEATTLE WA MIKE HEGGEN Phone: 206 283 -5329 900 NOB HILL AVENUE NORTH, SEATTLE, WA 98109 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REPAIR AND REINFORCE CONCRETE SLAB -ON -GRADE FLOOR IN UNIT *22 OF BUILDING #2. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 5,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 268.84 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:) &. Ir`O l,l Date: P-2--61(11 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. " /-7 Signature : / / Print Name: C`�!:`��/ 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. CITY OF TUK;WILA Address: 14391 INTERURBAN AV S Permit No: 096 -0034 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 10/03/1996 Parcel #: 359700 -0020 Issued: 12/02/1996 * k * * * * k'k * * * * * * * * * * * * * * * k * k k k k * k k * k * k k * * k k k * * * * k k k'k k * k k k k * * k * k * * * k * * * * k k k k * * Permit Conditions: 1. ANY WORE` PERFORMED OUTSIDE THE PERIMETER OF THE BUILDING WILL REQUIRE A SEPARATE PERMIT.FROM PUBLIC WORKS. 2. No changes will be madeto the plans unless approved by the Architect or Engineer and the Tukwila "Building Division, 3. Plumbing permits shall be obtained through the''Seattle -King County Department of Public Health. Plumbing will be inspected bythat agency, including all gas piping (296 -4722) 4. Electrical permits'shall be obtained through the Washington State Division Of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 5. All mechanical work shall be under separate permit issued by the City of Tukwila. 6. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail - able until-final inspection approval is granted. 7. Any exposed insulations backing material shall have a Flame Spread Rating, of 25 or less, and material shall bear identi fication showing the fire performance rating thereof. 8. All.construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended;- Uniform Mechanical Code (1994 Edition), and :Washington State Energy Code (1994 Edition). 9. Validity'of Permit. The issuance of'a permit or approval of plans•' specifications, and computations shall not be con - strued 'to be a permit for, or an approval of,. •an_y violation of any of the provisions cf 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. Notify the City of Tukwila Building Division prior to placing any'concrete. This procedure is in addition to any requirements for special inspection. 11. There shall be no 'occupancy of the unit until the final inspection has been completed by the Tukwila Building Inspector. • 6•* Ak**} kt* kk*. k*k *•AisA *rk4**•kkkk*k•k;1k*k•k*4 '•*A**kA4 *A**. 4,*•k** * +*,1h** UKWI CITY OF 1 "*A *kL.A. WA k- ��L/j TRANSMIT * A.l****A�4•. ***kkA4kk:h*:1A.-A •4k *• h•A:4� khaki it A* *l *A41*A4•A 0•44k4•:4*•kk* TRANSMIT Number: R9600489 Amount: 65.00 10/03/96 16 :11 Payment Method: CHECK Notation: HARADER MEUUST Init: SLt3 Permit Na: D96-0034 Type: DEVPERM TELOPMENT PERMIT Parcel ..i; #•a: 359700 -0020 Site Address: 14891 INTERURBAN AV S 'Location: f3LtTLO3:NG #2. UNIT #22 . Total Fees: 169.09 This Payment 65.00 Total ALL Pmts: 65.00 Balance: 104.03 , d**********************• kA* 4.********* * * * *•A* * *+ *A * *•4 * *A * *k * *,l *** ** Account Code Description Amount 000/322.1.00 BUILDING - RES 65.00 3715..10/04 9617 TOTAL 65.00 0 ****** • * *,4 ** * * ** * * * *** *•A• ** * * * *;h1. *** *•k ** * ** *•k•k *1.***;1 * * * *** *** *•k ** CITY OF 1UY,WI3_A, NA - 0°5 TRANSMIT **,l * * ** ,• * * * * *•h * *dc * * *•h *k ** * * * *,l * * ** * * * * * * * * ** * * ?. * * * * * * * * *•k* * ** TRANSMIT Number: R9600515 Amount: 203.84 12/02/96 16 :19 Payment Method: CHECK Notation: HTS HILLCREST Init: SMC• - - - - - -- Permit No: D96-0034 Type: DEVPERM DEVELOPMENT PERMIT Parcel•No: 359700 -0020 Site Address: 14891 INTERURBAN AV S Location: BUILDING ##2. UNIT #22 Total Fees: 268.84 This Payment 203.84 Total ALL Pmts: 268.84 Balance: .00 4, 4.**************, l****************• k**** •k*, \ *, *k* * * * * * *•k **** * *•A * ** ** Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE Amount 134.50 64.84 4.50 r '6r 12/03 1619 TOTAL 203.3.4 CITY OF "!KWILA Permit Center'- - 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 rr ti W1N-t, . as'. t4 1 el MY 6,v) l d -, rJ Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: g c� ) Hillcrest Apartments (Building A2 - Unit Valueeof Construction: 7a, ,)J Site Address: City State /Zip: 148Q1 Interurban Ave. South Tukwila, Washington Tax Parcel Number: 10` 00,a0 - See Attar. Property Owner: Helen Ing Investments Ltd. Phone: (206) 283 -5329 Street Address: City State /Zip: 999 Nob Hill Ave. N, Seattle, Wa. 98119 Fax #: n/a Contact Person: Mike Heggen Phone: (206)283- 5329 Street Address: City State/Zip: Qr1l7linh Hill AvP N Seattle, Wash 98109 Fax #: n/a Contractor: (to he designated) Phone: Street Address: City State /Zip: Fax #: Architect: Harader Mebust group Inc. (Roger D. "Iebust) Phone: (206) 284 -1651 Street Address: City State/Zip: 1219 Westlake Ave. N. A210 Seattle, Wa 98199 Fax #: (206) 284 -9835 Engineer: C T Engineering (Charles T. Triffes, P.E.) Phone: (206) 285 -4512 Street Address: City State/Zip: iSo Nickerson St. A302 Seattle, Wa. 98199 Fax #: (206) 285 -0618 K2ncaltrn4 relrlgeoY"ce concrete slab -on -grade floor in unit A22 of bldg. #2 Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ® Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other .cf Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College /University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other Will there be a change of use? ❑ yes Q no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes P no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 18 , 720 existing Area of Construction: (sq. ft.) 657 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 3 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC. WORKS:SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:. (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figu I ErjoR � 5and 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 applicOtGXshal1349 6y 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 erStalikangtft1Ittifin once. Date application accepted: • Date application expires: .cf Application to e, .y: (initials) CTPERMIT.DOC 7/9/96 ALL COMMERCIAUMULTI -FA Y TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLL • t /NG: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D. BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Complete Legal Description t ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) X 1. North arrow and scale X 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements X 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions X 4. Location of driveways, parking, loading & service areas X 5. Recycle collection location and area calculations (change of use only) X 6. Location and screening of outdoor storage (change of use only) X 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries X 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) X 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved X 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) X 11. Location and gross floor area of existing structure with dimensions and setback X 12. Lowest finished floor elevation (if in flood control zone) Y 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ® Floor plan: show location of tenant space with proposed use of each room labeled © ❑ Overall building floor plan with adjacent tenant use; identity tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ © Vicinity Map showing; location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ © Indicate proposed construction of tenant space or addition and walls being demolished ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. © ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. L13 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit appiication. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296-4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no (to be sub contractor has been selected at time of application a copy of this license will be required before the mitted) permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". 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. BUILDING O NE R A TH• •!Z Q !! ENT: Signature: / Date: October, 3 1996 Print na • Harader Mebust 7roun Inc, (Roger Mebust Ph �'i �3h) 284 -1F,51 a #: �r x ) 9R6.-Q i5 t /tVsWestlake Ave, N. A 200 § ttg /dip flash. 98109 CTPERMIT.DOC 7/9/96 PYb'nk Coordino*oy cp PLAN REVIEW / ROUTING S ACTIVITY NUMBER D96 -0034 // P6i(Q- n (0C1 DATE 10/03/96 PROJECT NAME HILLCREST APARTMENTS DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E AO at DIVISION Np'�b "9r. t))I PUBLIC WORKS Aged"2440 Z1 STRUCTURAL El ON PERMIT COORDINATOR 10 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 10/08/96 COMPLETE n COMMENTS NOT COMPLETE U NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10/22/96 APPROVED I 1 APPROVED WI CONDITIONS E] NOT APPROVED (attach comments) EJ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED L_I REVIEWERS INITIAL C:ROUTE -F DUE DATE APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) 0 DATE (Certification of occupancy required. ) :".,':a'`::t''.'. :5'•- 'P'!:.t;'tui: %.'o..�,...., ."T4"'�';': ±G:� ,.•. s,:: 19•, s,::?'" R„' S^° r: s'1 1.... y,,, r{. rs% �n; ry" li�teS 'ik?i?�:i,'la'"�:'YStt4`e^,+':S PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0034 PROJECT NAME HILLCREST APARTMENTS DATE 10/03/96 DEPARTMENT: BUILDING DIVISION • FIRE PREVENTION I I PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 10/08/96 COMPLETE NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF l l (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATELD A APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL DUE DATE 10/22/96 APPROVED W/ CONDITION NOT APPROVED (attach comments) ❑ DATE 1 /t2 CORRECTION DETERMINATION: DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C:ROUTE -F (Certification of occupancy required. ) i 4 r,1° -.c5t .r ;� ;;:nSS':.iu:J•.y..,ry rC" r". xLi^ r' S7 "1`•: ?i':>.r7- '!'+7r".;�T?"1•, �S »!"y�,..�." it >`: V PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0034 /PbfOi DATE 10/03/96 PROJECT NAME HILLCREST APARTMENTS DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION PUBLIC WORKS ❑ STRUCTURAL ❑ PLANNING DIVISION PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE p_ NOT COMPLETE El COMMENTS DUEDATE 10/08/96 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL .'161f# 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL DATE DUEDATE 10/22/96 NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL C :ROUTE -F DATE DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. t PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0034 / P� �1, OCA PROJECT NAME RILLCREST APARTMENTS DATE 10/03/96 DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS ❑ FIRE PREVENTION E STRUCTURAL ❑ PLANNING DIVISION III PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 10/08/96 COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE RI COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED [-_21 ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE 7 v7Gi G REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUEDATE 10/22/96 APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED l l APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. C:ROUTE -F 4 .. ," ,gr.ca *r •1.'?'I'r; ", < "!. ^> .. ... ?.,t. >, w.: r�,^: �?is:^: o�� .ravr «...,C�.�ay.�d:r1h�tir.t° �.., ... 'z; :.,..... .. , +'�,.� .. , PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0034 PROJECT NAME HILLCREST APARTMENTS DATE 10/03/96 DEPARTMENT: BUILDING DIVISION 171 FIRE PREVENTION p PLANNING DIVISION PUBLIC WORKS ■ STRUCTURAL p a PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NI NOT COMPLETE El COMMENTS DUE DATE 10/08/96 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE ir NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 41 DATE 1o1 Ll APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10/22/96 APPROVED * APPROVED W/ CONDITIONS 0 NOT APPROVED (attach comments) REVIEWERS INITIAL G2/DATE 10 1 10 t CORRECTION DETERMINATION: DUE DATE APPROVED 0 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) .p REVIEWERS INITIAL DATE (Certification of occupancy required. C:ROUTE -F 1• 4.4 71,:4 e*.i, tf"Ti+10 CITY (OF TUKWILA Permiic-enter 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431-3670 e• PERMIT INTAKE CHECKLIST MISCELLANEOUS 5 sets of plans 171 Application Checklist complete Application taken by: (3hQ_NI e- Date: 3 Co Energy checklist not needed: (Applicant signature) Permit Number: Dc1(0-003(-1 Project Number: Q Q • qpq CLirH Plan Review Meeting Date: Application Complete Name: •-4a0OCI. Date: koArY4(42 Application Incomplete CD Name: Date: PMTINTAK.DOC 7/29/96 SINGLE FAMILY COMMERCIAL El 4 sets of plans cSi 5 sets of plans 171 Application (0 Application 171 Checklist complete El Checklist complete MISCELLANEOUS 5 sets of plans 171 Application Checklist complete Application taken by: (3hQ_NI e- Date: 3 Co Energy checklist not needed: (Applicant signature) Permit Number: Dc1(0-003(-1 Project Number: Q Q • qpq CLirH Plan Review Meeting Date: Application Complete Name: •-4a0OCI. Date: koArY4(42 Application Incomplete CD Name: Date: PMTINTAK.DOC 7/29/96 STOP WORK # ri L`' , : CITY OF TUKWILA Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431 -3670 > ALL PERSONS ARE HEREBY ORDERED -TO IMMEDIATELY STO ° WORD •PERTAINING TO CONSTRUCTION, ALTERATIONS OR REPAIRS. QN THESE PREMISES AT / {/ n � / - ' 1 a rJ: L. A,: r THIS ORDER IS IS *UED BECAUSE :.r r (.' ' i r 1:.r ,):. Tit . POSTED M) .f 6 19 c % . .- J , . , —tire 7\r / `) ,f! .v 1 / Nar .WARNING: Failure to comply with this Notice and Order shall subject the ofender,to a civil penalty of up to $100.00 for each of the first ive days that the violation exists andb0 to. $500.00 ifor each subsequent ;day that the violation exists.�i r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Pitecj: ege7, Aprs T e ns ctio .�p • � y_ Metsl: i' r-g �, �, ,� -i A V ry t vr- K,F- Ii�'tt`� i1 Date called: G 2- Z- 1 �o Special instructions: Date wanted:I2 -3 -9 / f a.m. p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2T Ac 1 C. Ins Inspector: Date: I Wtil $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: It 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit S \A% - 02.6 CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, PERMIT NO. 98188 (206) -3670 Project: K.% +its w Aers T pe of �inspection: / i=rn:(6ATo ij A►JP re -S$-, 61.1 S-t),n,E w AA. LS, --,z.. F6 LA Nto 1 a Address: /t89 r= -�k„4.6Ad Da called: ) , 1 w-r)4 C C-/`K c.eV Fd6-- TMZ IA i chid ISL.A WAtc-4.___ t s F- aG kx rJ - ‘._ -1-14,z-- 5 ∎, 1 s 2,'1°0 --fl - Special instructions: Date wanted: r 51q (9 a.m. QiN Requester: .51311/41,‘LO IkPfv<r 081-4% v A axmL,0r,JG P-= Yt.v.cr p,../y7 wr\-d 'nu-- p R.D v`9 T-o STo P Wr0 /1-1L- . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I T. W14 g.eft,r2.- 774AT" W IN ( a ()NC tlF 114C LA- N its) /- C.d N C kt-ete- ler_dd L NAP .e-xi.-,-1.1 j is-11 - v e' A►JP re -S$-, 61.1 S-t),n,E w AA. LS, --,z.. F6 LA Nto 1 a txt,t l 22 WP-3 A 5.1-4115 0,3 EiMo'C Co k1 C.fLc— rt- v'fl2_. o WYO c n L r O C, G u43 r2.r�,..a wt., ,o ►.&d WA L i.S ) , 1 w-r)4 C C-/`K c.eV Fd6-- TMZ IA i chid ISL.A WAtc-4.___ t s F- aG kx rJ - ‘._ -1-14,z-- 5 ∎, 1 s 2,'1°0 --fl - Th rnG R.. w kF Ps t.... Arm C -true' tLAT V . Ws' si- i- 'NKr MIS v.,,rd 114E- o )..►L1 U N C � u,.1 - gi`a- k c P-A- P Pi tL. R vaira 1 14 R LArnE-9 i'41cs— 4 tAt-- S c-t-v. RAL A ar:0 1 f SR- C C.c'MdS 0 f .51311/41,‘LO IkPfv<r 081-4% v A axmL,0r,JG P-= Yt.v.cr p,../y7 wr\-d 'nu-- p R.D v`9 T-o STo P Wr0 /1-1L- . Inspector: C. -Y C 0 Date: 1, I c, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Fit€ co Cne,C.K approvals ilrrS ptr Structural and Civil Engineers FOUNDATION CALCULATION5 FOR HILLCREST APARTMENTS Tukwila, WA 6.004 RECEIVED CITY OF TUKWILA OCT •- 3 1996 PERMIT CENTER 180 Nickerson SL Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 CM 0.'1000 APPROVED 1A01 13 1996 BUILDING DIVISION CODE REQUIREMENTS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1994 EDITION, AS AMENDED BY THE CITY OF TUKWILA. GENERAL: CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. REFER TO ARCHITECTURAL PLANS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL THE UTILITIES AND ADJACENT PROPERTIES. FOUNDATIONS: FOUNDATIONS SHALL BEAR ON UNDISTURBED NATIVE SOILS. CONCRETE: CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ". PORTLAND CEMENT SHALL CONFORM TO UBC STD. 19 -1, TYPE II OR III. AN AIR ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREEZE/THAW ACTION TO PROVIDE 5% +/I% ENTRAINED AIR. MAXIMUM SLUMP SHALL BE 4" AT TIME OF PLACING. fc MIN SACKS OF SPECIAL INSP. USE CEMENT PER REQUIRED CY OF CONCR 3000 5 1/2 YES ALL USES AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN WILL BE REVIEWED FOR CONFORMANCE TO UBC 1905. ARCHITECT TO APPROVE LOCATION OF CRACK CONTROL AND CONSTRUCTION JOINTS. PROVIDE SURFACE FINISH PER ARCHITECT'S INSTRUCTION. CHAMFER ALL EXPOSED CORNERS 3/4 ". REINFORCING STEEL: ASTM A-615 DEFORMED BARS GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) OR GRADE 60 FOR NO. 3 & NO. 4 BARS USED AS TIES OR STIRRUPS. ASTM A -185 (fy = 75 KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE CRSI CATEGORY 5 LAP SPLICES FOR BEAMS, FOOTINGS AND WALLS, CATEGORY 3 LAP SPLICES FOR ALL OTHER BARS. REINFORCEMENT FOR SLABS ON GRADE SHALL BE WWF 6X6 W1.4 X W1.4 UNLESS NOTED OTHERWISE. PROVIDE #5 X 4 " -0" DIAGONAL BAR AT ALL INSIDE CORNERS OF SLABS UNO. FURNISH WWF IN FLAT SHEETS AND LAP SHEETS 12 ". MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR EARTH: SLABS, WALLS 3/4" BEAMS, COLUMNS: PRIMARY REINFORCING 1 1/2" TIES, STIRRUPS, SPIRALS 1" WELDING OF REINFORCING STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE ENGINEER INSPECTION: IN ADDITIO TO REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS, SPECIAL INSPECTION BY AN APPROVED AGENCY SHALL BE PERFORMED FOR REINFORCEMENT PLACEMENT AND CONCRETE PLACEMENT. SHOP DRAWINGS: SHOP DRAWINGS FOR CONCRETE REINFORCEMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. C T E N G I N E E R I N G Project: %r/ 4 (i 'S-i Date* ,025116 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Client: Page Number: (206) 285.0618 DIN(NG ail CHCN ENTRY HALL LIVING BATH TYP. UNIT FLOOR F.-'---LAN ir'Le2 417m.. & 1/Nt, Lc/4 -ta- aCrA la/ 4 t) v%L 40 /95 LL SS PSF 3 6 D 44/- 320 lzoo /_ Structural and Civil Englnaars C T E N G I N E E R I N G Project: /l / ( c4 5r 77" a k/ 5 Client. Date. 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number: (''06) 285.0618 I)'/ ?V ?f tti , '? ' emi2 co"n s A-MP it) k ot-rv, -TV I},U I2 LDA-s2 t-70e €? Tv 5P 2E141O roO iiI& iii 3 lei 79'4' 4774, 32 t5' = 148 ' /— rix-r l3 A 4 e (oi -o" 0, 0, wr-. 140 = 884 *I pr 12' 1,n Structural and Civll Engineer. *A. CT ENGINEERING Project: AHU ert e/,r ' s L te: /25- 116 Client' Page Number: 180 Nickerson Si Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: ('06) 285-0618 •C sife-r7c314 _CC I 1 • II MIlJ u Oa P721 *Se re EN/ • 5-rivse-71 0, a 11-0, 41 Lz) 7 e /1_01, NA-pre 3 5-ro-r-MCV 0 Acia) 4t. Ccbtelpi Structural and Civil Englnostra Date %itC)16 Client: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number (206) 285.0618 Structural and Civil Engineers MA, ...OW/W..0 • ••• ■••■•■■•••. •,4 IN IN o' I TCPEN t' ENTRY 1,11",a‘rf2W.-.!?;.:-'S,wAremer...1,..... • - ie 10 r 440 12 L 1 VINI Tie 1-IAL L 0 BE D R001 Priz:), UNIT FLOOR FLAN ,54:;412 't 'tq r4 1. r A/pit-0V r 1/4 = 11-0' 6443vmon) CT Engineering._ Nickerson -St. Suite 302 Seattle, WA 98109 CONCRETE BEAM DESIGN Hillcrest Apartments BRAM DATA 6.410ft Beam Depth - 6.00 in Bean Width = 12.00 in 'T' Flange Thickness = 0.00 in Bean is Rectangular Web Spacing = n/a Bean Wt. Auto Added to Loads Effective Slab Width = 12.00 in REBAR LAYOUT Bars @ Center of Bean.... -3' -1 4 @ d= 3.0 in Hn=Phi . Center Mn *Phi : Left Hn *Phi : Right Vn *Phi: Left Vn *Phi: Right DL+ Bn Wt] DL+ + Bn Wt] DL +LL+ T +[Bo Wt] Date: 09/25/96 Page: 1.7 k ft 0.0 k -ft 0.0 k -ft DESIGN DATA f c =- 3000_psi Fy = 40000 psi Seismic Zone = 0 Live Load not combined w/ Short Tern End Fixity Pin:Pin Concrete Weight = 150.0 pcf Stirrup Area = 0.220 in2 Uniform Live Load = 0.15 k /ft 3.4 k 3.4k Reactions Left 0.22 k 0.67 k 0.22 k SHEAR STIRRUP REQUIREMENTS Region = 0.0ft Stirrup Spacing= Not Regd Hax Vu in Region 0.99 k ADD'L DEFLECTION DATA Neutral Axis = 0.83 in I : Gross = 216.0 in4 cracked = 41.0 -in4 E : Elastic Modulus = 3122.0 ksi Fr : 7.5 *(fc) ^.5 = 410.8 psi Z:Cracking = 144.0 ksi Hcr: Cracking = 2.5k-ft Hs:Hax DL +LL - 1.0k-ft R1 = (Hs:DL +LL) /Hcr = 2.434 Hs:Hax DL +LL +ST = 0.3k-ft R2 = (Hs:DL +LL +ST )/Hcr = 7.303 I:eff... Hs (DL+LL) = 216.0 in4 I:eff... Hs(DL +LL +ST) = 216.0 in4 Hu Hu Hu SUMMARY ACI Equations... : Center LOAD FACTORS USED )ICI- 9-1- 4.9 -2 DL - ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9-2 ST Seismic = ST ACI 9 -2 Group Factor =CI 9 -3 Dead Load Fact ACI 9 -3 Short Tern UBC 2625(c)4 "1.4" Factor = UBC 2625(c)4 "0.9' Factor = APPLIED LOADS from 0.00 -> 6.00 ft * 1.40 1.70 1.70 1.10 0.75 0.90 1.30 1.40 0.90 9-1 9-2 • 1.G 0.4 : Left : Right Vu : Vu . Left Right Right Upward 0.22k 0.000 in at 9-3 0.3k ft - 0.0- - 0.0- - 0.0 -k-ft 0.0 0.0 0.0k -ft 0.67k 0.000 in at 0.22k 0.000 in at 1.0ft 2.0ft Not Regd 0.72 k Not Regd 0.36 k Evaluate Moment Capacity: X : Neutral Axis a= beta *x Conpression in Concrete Sum (Steel coop. forces] Tension in Reinforcing For Evaluation of Hax. As For X- Balanced Xnax = Xbal * 0.75 a -max = beta *Xbal Compression in Concrete Sum (Steel coop. forces] Total Compressive Force As Hax. = Tot Force / fy 1.0 0.2 0.2k 1.0 0.2 0.2 k Deflections Downward 6.00 ft -0.003 in at 3.00 ft 6.00 ft -0.010 in at 3.00 ft 6.00 tt x.003 in at 3.00 ft 3.0ft 4.0ft Not Regd Not Regd 0.36 k 0.36 k SECTION ANALYSIS Center = 0.30 in 0.26 in 7.9k -8.0k Ductile Failure.... 2.06 in 1.54 in 1.75 in = 40.1k = 0.0k 40.1k 1.00 in2 5.Oft Not Regd 0.72 k Left 0.00 in 0.00 in 0.0k 0.0 k 0.0k 0.00 in 0.00 in 0.00 in 0.0k 0.0k 0.0k 0.00 in2 6.0ft Not Regd 0.99 k Right 0.00 in 0.00 in 0.0k 0.0 k 0.0k 0.00 in 0.00 in 0.00 in 0.0 k 0.0 k 0.0 k 0.00 in2 V4.4B2 (c) 1983 -95 ENERCALC CT Engineering, kw0602397 CT Engineering Nickerson -St. Suite 302 Seattle, WA 98109 Date: 09/25/96 Page: Hillcrest Apartments GENERAL DATA 1 2 3 s Simple Support ', '__NO Span Lengths ft : 16.00 5.50 10.75 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Beam Width in : 12.00 12.00 12.00 Bean Depth in : 18.00 18.00 18.00 CALOLATED VALUES -OK- -OK- -OK- Left: Hax Hu k -ft : 0.0 -36.1 -10.2 Hn * Phi K -tt : 0.0 37.9 12.8 Centeri4ax Hu k -ft : 31.9 0.0 17.0 Hn * Phi k-ft : 32.9 32.9 19.1 ...Dist. to Hu ft : 6.51 0.00 6.02 Right: Hax Hu k -ft : -36.1 -10.2 0.0 Hn * Phi k -ft : 37.9 12.8 0.0 Hax Vu: Left k : 9.82 8.85 9.07 Right k : 14.33 0.55 7.16 Reactions:Left :Dead k : 0.00 0.00 0.00 ..(service) Live k : 5.78 13.64 5.01 Total k : 5.78 13.64 5.01 RightDead k : 0.00 0.00 0.00 Live k : 13.64 5.01 4.21 Total k : 13.64 5.01 4.21 Hax. Defl. @ Hid Span in : -0.081 0.008 -0.009 X -Dist ft : 7.25 2.42 5.66 BEAN DESIGN DATA f'c psi : 4000 4000 4000 Fy psi : 60000 60000 60000 Left: As-Top --Mr: 0.60 0.20 'd' to Bars in : 3.50 3.50 Center: As- Bottom in2 : 0.52 0.52 0.30 'd' to Bars in : 14.50 14.50 14.50 Right: As-Top in2 0.60 0.20 g 'd' to Bars in : 3.50 3.50 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Uniform 1L k /ft : 0.00 0.00 0.00 LL k /ft • 0.89 0.89 0.89 SHEAR STIRROPS Stirrup Av @ Section in2 : 0.60 0.60 0.60 Spacing Req'd @ Left in : ' Reg'd @ .2L in : Req'd @ .4L in : " Req'd @ .6L in : ' Req'd @ .8L in : 7.25 Spacing Res'd @ Right in : 7.25 I I :+' Y VALUES ft : 0.00 0.00 0.00 k : 9.82 8.85 9.07 k -ft : -0.00 -36.10 -10.25 -- --in -: 0.00 0.00 0.00 Location Shear Moment - Deflection V4.4B2 (c) 1983 -95 EHERCALC CT Engineering, kw0602397 CT Engineering_ 180 Nickerson St. Suite 302 ' -- Seattle, WA 98109 Date: 09/25/96 Page: Hillcrest Apartments • Beam Depth Bean Width 'T' Flange Thickness Beam is Rectangular Web Spacing = n/a Bean Wt. Auto Added to Loads Effective Slab Width = 12.00 in 6.00 ft • 6.00 in • 12.00 in • 0.00 in REBaR LAYOUT Bars @ Center of Beam.... --. 1 5 @ d= 3.0 in f'c Fy Zone Live Load not c End Fixity Concrete Weight Stirrup Area = 1 = 60000 p i 0 onbined w/ Short Term . Pin:Pin = 150.0 pcf 0.220 in2 Uniform Live Load = 0.15 k /ft Hn *Phi : Left Hn *Phi : Right Vn *Phi: Left Vn *Phi: Right DL +(Bm Wt] DL +LL+ Bm Wt] DL +LL +ST +(Bm Wt] 0.0k-ft Hu • 0.0k-ft Hu = 3.4k Vu = 3.4k Vu Reactions Left Right = 0.22k 0.22k = 0.67k 0.67k = 0.22k 0.22k SUMMARY ACI Equations... nter ICI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST . Seismic = ST * ACI 9 -2 Group Factor = ACI 9 -3 Dead Load Fact = ACI 9 -3 Short Term UBC 2625(c)4 61.4" Factor = UBC 2625(c)4 60.91 Factor = APPLIED WADS from 0.00 -> 6.00 ft 1.40 1.70 1.70 1.10 0.75 0.90 1.30 1.40 0.90 9-1 9-2 9-3 ▪ 1.6 0.4 0.3 k ft : Left = : Right : Left : Right SHEAR STIRRUP REQUIREMENTS Region = 0.0ft Stirrup Spacing = Not Reqd Hax Vu in Region: 0.99 k ADD'L DEFLECTION Neutral Axis I : Gross -I-:- Cracked E : Elastic Modulus Fr : 7.5 *(fc) ^.5 Z:Cracking Hcr: Cracking Hs :Hax DL +LL = R1 = (Hs:DL +LL) /Hcr = Hs:Max DL +LL+ST R2 = (Hs:DL +LL +ST )/Hcr = I:eff... Hs(DL +LL ) = I:eff... Hs(DL +LL +ST) _ 1.Oft Not Reqd 0.72 k - 0.0- - 0.0- - 0.0-k-ft 0.0 0.0 0.0 k -ft • 1.0 0.2 • 1.0 0.2 Deflections 0.000 Upwa in at 0.000 in at 0.000 in at 2.0ft Not Reqd 0.36 k DATA = 0.84 in Evaluate Moment Capacity: = 216.0 1n4 X : Neutral Axis = 4L4in4 a = beta * x = 3122.0 ksi Compression in Concrete = 410.8 psi Sun (Steel comp. forces] = 216.0 ksi Tension in Reinforcing • 2.5k-ft For Evaluation of Hax. As 1.0 k -ft X- Balanced 2.434 Xoax = Xbal * 0.75 0.3 k -ft a -max = beta *Xbal 7.303 Compression in Concrete 216.0 in4 Sum (Steel coop. forces] 216.0 in4 Total Compressive Force As Hax.= Tot Force / fy 6.00 ft 6.00 ft 6.00 It 0.2k 0.2k Downward -0.003 in at 3.00 ft -0.010 in at 3.00 ft ---=07003 in at 3.00 ft 3.0ft 4.0ft 5.0ft 6.0ft Not Reqd k ekd No0.36e k d Not 0.72 k Reqd Not 0.99 kk Reqd SECTION ANALYSIS k Center, Left Right = 0.48 in O.00in 0.00 in - 0.40 in 0.00 in 0.00 in = 12.4k 0.Ok 0.Ok = O.Ok 0.Ok 0.Ok • -12.5k 0.Ok 0.Ok For Ductile Failure.... = 1.78 in 0.00 in 0.001n = 1.33 in 0.00 in 0.00 in = 1.51 in 0.00 in 0.00 in = 34.6k 0.Ok 0.Ok = 0.Ok 0.Ok 0.Ok = 34.6k 0.Ok 0.Ok = 0.58 1n2 0.00 in2 0.00 in2 V4.4B2 (c) 1983-95 ENERCALC CT Engineering, kw0602397 .✓41.. tr' "••M.4m'dc5'w'}'tYw,.'. °s'Y PZ'4 *�9w'n l+••t.'x1;Y,'3d"A':1ttt9+!fi: T +w'tT�! ;L: ryy�r!: tort :fAGlY.t7!Td'I��FF2'fF:D7'T.'T f,'. "'fgd:4Y: •'Kk?.?Jtty_+!y, :•:.'!i nnr HARADER MEBUST GROUP, INC. ARCHITECTURE • PLANNING • CONSULTATION THOMAS D. HARADER. AIA • ROGER 0. MEBUST JAMES F. GERARDEN • JAN R. OWENS November 7, 1996 City of Tukwila Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Mr. Ken Nelson Re: Sub: Hillcrest Apartment - Project #9611 -00 Your Tracking #D96 -0034 Additional Work Dear Mr. Nelson: Please accept this narrative as a supplement to the referenced permit application for repair of the concrete floor slab in Unit #22 of Building #2 (14891 Interurban Avenue) of the referenced project. Background - As you are aware, this is the first of what may be several permit applications for the same type of concrete floor slab repair work in the ground floor units of the three buildings in the complex that have a slab -on -grade lower floor system. You have requested a summary of the scope of ancillary work that will or may be necessary and /or advisable in the units as a result of the slab repair work. In response to that request, please be advised as follows: To the extent possible, no upgrading or modifications of existing conditions is contemplated. Other than the slab removal and replacement, the intent is to remove and reinstall all existing work in the same location as it now exists. Such work will include the removal and reinstallation: - Bathroom plumbing fixtures - Kitchen plumbing fixtures 0-0-0w) � Carpet floor coverings f-5 19 RECEIVED 0NNOV 0 8 1996 COMUNITY 0v``' \ FAX (206)2844 EVELOPM NT 1219 WESTLAKE AVE. N. SUITE 200 • SEATTLE, WASHINGTON 98109 • (206) 204.1651 "ETN e++ Lie..... ...w�.^er...r...,....w.s.,u3r+u e' »v. ^.w.. ne+s.niw.nraw+n[.. amt. r.. .nava..xwsta.....ww.!.annwreara rr.ru.n.rvre ww...+ n. txrwr .�.r'�un.ahWn+9�d/'�xYwtE: :.oa+v'.M,taP1'1Y+..atY'M .^+vw�.+nnw�sYn. anew+ ue. xve. VrmYw. w/. ar. n +va- aMn..Nxs��.+Mtaa*wfNeK + »•Wv • ffn Mr. Ken Nelson November 7, 1996 Page 2 Kitchen and bathroom cabinets Kitchen appliances Miscellaneous electrical connections as may be necessary to facilitate removal of kitchen appliances. New sheet vinyl and vinyl tile floor coverings in kitchen and bath. Damaged areas such as drywall / nonbearing framing will be replaced with equal materials. The entire unit will be repainted after completion of the work. Exception - In the case of this first unit ( #22), the ceiling wallboard was removed to facilitate observance and verification of the structural system. The ceiling will be replaced with new textured and painted 5/8" type X gypsum board. This work should not be necessary in subsequent units. Should you need further clarification, please let me know. Sincerely, HARADER MEBU GR oger D. Mebust, NCARB Secretary /Treasurer and General Manager RDM:tlm cc: Mike Heggen CT ENGINEERING ME 504 P01 OCT 28 '96 12:45 DATE: ► October 28,19% TO: Ken Nelsen j City of Tukwila FROM: RE: CC: Craig Roberts Hillcrest Apartments - Plan Check #d96 -0034 Per our phone conversation the details shown on the drawings are correct. The details in the caloruiations were for design development and don't necessarily reflect the final condition. As we discussed, the grade beam should extend no more than halfway under the footing nd should be noted In Detail 1, drawing 51. We true that this Information Is sufficient for your records. Please call if you have any questions or require further information. Structural aril civr Engineers 180 Niohrnce St Sulu 302 Bwtb, WA 9810 (206) 2834312 FAX: (206) 283-0618 RECEIVED OCT 2 8 1996 COMMUNITY DEVELOPMENT E N G I N E E R I N G October 2, 1996 HTS Properties, LLC 900 Nob Hill Avenue N., Suite 302 Seattle, WA 98109 Attn: Mike Heggen Re: Hillcrest Apartments Dear Mr. Heggen: Dck3 tci• 00 ./ 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: (206) 285.0618 RECEit�7.n CITY OF ulc�;'ILA OCT - 3 1996 • PERMIT CENTER This letter is a summary of our investigation of the structural integrity of Buildings 1 and 2 of the Hillcrest Apartments, located at 14893 and 14891 Interurban Avenue South in Tukwila, WA. The buildings are each 18 unit apartment buildings and were built approximately 20 years ago. The buildings are on conventional spread footing foundations with 3 stories of wood framing. The ground level floor is a concrete slab -on- grade. The strip footings under the bearing walls have apparently settled significantly since the buildings were originally constructed. Total settlement of the bearing wall footings are on the order of four or five inches. The slab -on -grade areas and other lightly loaded areas have not settled and consequently have led to differential settlements throughout the buildings. The buildings are framed from front to back with the east and west exterior walls and one interior wall as bearing walls. The party walls between the units are non - bearing walls and have not settled as much as the bearing wall lines. The result is that the ground floor slabs have cracked significantly and are sloped down to the depressed bearing wall locations and the party walls lines are high spots in each of the units. It is our opinion that the overall structural integrity of the buildings has not been significantly affected by this differential settlement situation. This is due to the flexible nature of wood framing. The vertical loads are still being delivered to the bearing wall lines and the lateral load resisting shear walls are still able to function. The buildings are not in a dangerous situation with respect to this differential settlement. We do recommend that remedial action be taken for thc foundations and slabs -on -grade as we have discussed. This remedial program should provide additional support to the bearing wall footings as well as stabilize the slabs in a level condition. This can be done on a unit by unit basis when it is convenient with your tenant occupancy status. Several items of related work need to be done of a non - structural in nature. 1. The first is to establish proper drainage away from the buildings on all sides. This includes the concrete decks on the east side that currently slope into the units due to the bearing wall settlement. 2. The exterior skin of the building needs remedial work in the areas where the differential settlements have damaged the integrity of thc original construction and allow water infiltration to the wood framing. Structural and Civil Engineers 1 Page 2 October 2, 1996 HTS Properties, LLC 3. The foundation drainage system needs to be verified to be in good working order. We understand that you have recently made improvements to this system. In addition, Svc should mention that the slope on the cast side of these buildings needs to be addressed. The erosion of the soil is approaching the buildings. We understand that you have been in contact with Golder Associates who are monitoring the situation and are of the opinion that the building structure is not currently being affected by the slope condition. We are also aware that you are actively working on a solution to the problem. In conclusion, it is our opinion that the existing building structures are in need of some remedial work but that the basic structural integrity of the buildings is acceptable. This opinion is based on our various site visits, inspection of the two ground level units that you have gutted for remedial work, general inspection of the exterior of the buildings, review of the various soils reports that have been given to us by you, as well as consultations with you and other design professionals. We have not done a structural analysis of the original structural design but have limited our analysis to the effects of the foundation settlement situation. Please call with any questions. Si r'LC7 Charles T. Griffes, PE f EXPIRES 7/27/91 ., ffilalata�unuxneu,,: ax�r. e, oreu: �::' s: �sCt�n.+ �lcrr�+. yxfl. �aasa�ecxrnaa�rmro�aapcgsss�massaysu 'ctmv�arxa�e�.ra.�.e�+.at�rav� City of Tukwila FIDE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director October 10, 1996 Mr. Mike Heggen 900 Nob Hill Avenue Seattle, Washington 98109 Dear Mr. Heggen: SUBJECT: Development Permit Application Number D96 -0034 Hillcrest Apartments 14891 Interurban Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 3, 1996, was reviewed at the October 8, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, /i G .-C',4C6sOl Kelcie J. Peterson Permit Coordinator File :: D96 =0034 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 m r x S S Fa s t 6" k` ifoflov C t +i .IO i 3�,� Mt b ri del i{i ii e irsas on't►w •veratizt�of thhr: otm eo t7'wa chrt a "f � i n a•.°' �. uss - n K:�'fS'a`i i' `It k '_i •fir° rin ). ►ii foram Eogths rot it :t m 1pjpa; or ort ty} bhcli 1 "nrJs nho r prniltt �t 4 # itiO iript 1,44 otA 'Y !� ! - Ft4aSk �'vs'' ' F3"�II i Ja . t t'y e • tncgmb "o{{iDey� l n f f �o o c v :rnd the a n ,. 'C It mtf stri g Artist. Nu �,t,:,' . ,sa3�,t '4 4 jf .. 'Z'*Y19 1s� #" ! two 1 yi...,i �. r =3 , r kiegddte�sed�tar iNil]Y_�'titii ece +at or fit: r: Z 019 851 623 ESTIC. RETURN RECEI Receipt for Certified Mail No Insurance Coverage Provided arm. Do not use -for•Internatlonal'Mail. (See Reverse) swim 11 INC ripIRST AV W SUITE 501 P.gEsAtTTLEPWAe 98119 Postage $ .32 Certified Fee 1.10 Special Delivery Fee Restricted Delivery Fee 2.75 Return Receipt Showing to Whom & Date Delivered Return Receipt Showing to Whom, Date, and Addressee's Address TOTAL Postage & Fees $ 4.17 Postmark or Date Marled if -,q-q 5w40 -06 1)9 - 0034 Aug 14, 1996 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director HELEN H ING 200 FIRST AVENUE W SUITE 501 SEATTLE WA 98119 RE: SW96 -026 STOP WORK ORDER /WORK WITHOUT PERMIT Dear HELEN H ING : VIA CERTIFIED MAIL King County records indicate that you are the owner of record for the property located at 14903 INTERURBAN AV S. This is to inform you that a STOP WORK notice was placed on the site of new construction in progress at the aforementioned location on Aug 08, 1996 by the City of Tukwila Building Department. You are in apparent violation of the City of Tukwila Municipal Code Section 16.04.030. Specifically, you failed to obtain a building permit as provided in this section. This office would like to solicit your cooperation and community spirit in correcting the violation by ceasing work immediately and applying for a building permit within 14 days of this letter. Please be advised that if there is any evidence of work continuing prior to' the issuance of a building permit, and a fully completed Building Permit Application has not been received in this office by that date, the matter will be turned over to the Director, Department of Community Development for appropriate legal action assessing civil penalties per Chapter 8 of the Tukwila Municipal Code. Applications and related information explaining the permit process may be obtained at the Building Division permit counter located at 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington. If you should have further questions regarding the issuance of permits, please feel free to call the Permit Center at 431 -3670. Thank you for your cooperation. Sincerely,' --t-ac,L'e) `PtheA6cm Kelcie J. Peterson Permit Coordinator City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • HIL1/ 'EST APARTMENTS - TUKWILA, 1SHINGTON LEGAL DESCRIPTION: PARCEL A: RECEIVED CITY OF TUKWILA DI10 003V OCT - 31996 PERMIT CENTER THAT PORTION OF LOT 2 OF INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT; THENCE SOUTH ALONG THE WEST LINE OF SAID LOT, 250.00 FEET; THENCE NORTH 89 DEGREES 37 MINUTES 52 SECONDS EAST 178.40 FEET; THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS NORTH 89 DEGREES 37 MINUTES 52 SECONDS EAST A DISTANCE OF 10.00 FEET FROM THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 37 MINUTES 52 SECONDS WEST 10.00 FEET TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TAX ACCOUNT #359700- 0024 -05 PARCEL B: LOT 3 OF INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF KING COUNTY; EXCEPT THE SOUTH 440 FEET THEREOF; AND EXCEPT THE NORTH 20 FEET FOR SOUTH 147TH STREET; TOGETHER WITH THE VACATED NORTH 1/2 OF THAT 40 -FOOT TRACT OF LAND CONVEYED TO THE TOWN OF TUKWILA, BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 1191146; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. . TAX ACCOUNT #359700- 0040 -05 PARCEL C: THAT PORTION OF LOTS 22 AND 23 OF INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF KING COUNTY, AND OF VACATED RIVER STREET ADJOINING, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE; COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 22; THENCE EAST ALONG THE SOUTH LINE THEREOF 338.64 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 22 DEGREES 46 MINUTES 30 SECONDS WEST 58.00 FEET; THENCE WEST, PARALLEL WITH THE SOUTH LINE OF SAID LOT, 42.68 FEET TO A POINT WHICH IS 150 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE WESTERLY MARGIN OF S.S.H. NO. 5 -M; THENCE NORTH 22 DEGREES 46 MINUTES 30 SECONDS WEST, PARALLEL WITH SAID MARGIN, TO THE NORTH LINE OF SAID LOT 22 ON THE TERMINUS OF SAID LINE; EXCEPT THAT PORTION THEREOF, IF ANY, WHICH LIES WITHIN THE FOLLOWING DESCRIBED PROPERTY; Page 1/2 HILLC( ;T APARTMENTS LEGAL DESCR)j :ION cont'd. BEGINNING AT A POINT ON THE SOUTH LINE OF SAID TRACT 22 PRODUCED EAST AT ITS INTERSECTION WITH THE WESTERLY LINE OF INTERURBAN AVENUE SOUTH; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID INTERURBAN AVENUE SOUTH .A DISTANCE OF 58 FEET; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF SAID TRACT 22, A DISTANCE OF 120 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WESTERLY LINE OF INTERURBAN AVENUE SOUTH A DISTANCE OF 58 FEET TO THE SOUTH LINE OF SAID TRACT 22; THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT 22, AND THE SAME PRODUCED EAST, A DISTANCE OF 120 FEET TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TAX ACCOUNT #359700- 0422 -03 PARCEL D: LOT 2 OF INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF KING COUNTY; EXCEPT A STRIP ALONG THE EASTERLY SIDE THEREOF, CONDEMNED FOR ROAD IN KING COUNTY SUPERIOR COURT CAUSE NO. 109001; EXCEPT THE NORTH 250 FEET.OF SAID LOT 2, AS MEASURED ALONG THE WEST LINE THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PORTION THEREOF: BEGINNING AT THE INTERSECTION OF THE NORTH MARGIN OF SOUTH 149TH STREET AND THE SOUTHWESTERLY MARGIN OF S.S.H. NO. 5 -M, SAID POINT BEING AT RIGHT ANGLES TO AND 30 FEET FROM STATION 108 +27.35 OF SAID HIGHWAY; THENCE NORTH 22 DEGREES 46 MINUTES 30 349.53 FEET; THENCE SOUTH 89 DEGREES 37 MINUTES 52 THENCE SOUTH 22 DEGREES 46 MINUTES 30 HIGHWAY, 227.33 FEET; THENCE SOUTH 86 DEGREES 39 MINUTES 00 NORTH MARGIN OF SOUTH 149TH STREET, 54 THENCE SOUTH 03 DEGREES 21 MINUTES 00 NORTH MARGIN OF SAID STREET; THENCE SOUTH 86 DEGREES 39 MINUTES 00 MARGIN, 148.51 FEET; THENCE NORTH 65 DEGREES 41 MINUTES 00 POINT OF BEGINNING; SECONDS WEST SECONDS WEST SECONDS EAST, SECONDS EAST, .46 FEET; SECONDS WEST SECONDS EAST SECONDS EAST ALONG SAID HIGHWAY 150 FEET; PARALLEL WITH SAID PARALLEL WITH THE 100.26 FEET TO THE ALONG SAID NORTH 0.59 FEET TO THE SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TAX ACCOUNT #359700- 0020 -09 Page 2/2 CITY OF T' "YWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -4 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING //Z--A/f/-2/ ss. , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. ' , / /,-Oa , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise ave under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT.DOC 5/29/96 A P LICANT Signed and sworn to before me this G �-daay y off�e_ lo��v-', 199 NOTARY PUBLIC in and for the State of Washington, residing at County. Name as commissioned: C J _ S 1 4 l vt $ My commission expires: i9 -9 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the united States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is Tess than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5/29/96 f of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; ,, 15. Any person who engages in thaticpritwafft M k . regulated as an employee of a registtosivApctof with wages as his sole compensattpr? ;,,, .„ :1 -' 16. Contractors on highway project s'�ihh0 h�y0. . Wyzr prequalified as required by chapteX•,i3'of- th�Lvs of 1961, RCW 47.28.070 with the depaitrtiernt of transportation to perform highway construction, reconstruction, or maintenance work. 62 nd AVENUE SOUTH 490.00' LL 20' 120' 64 —th AVENUE SOUTH ;45.49'/ . s. gtrRG 3�RUR9?N 14$9cJ �l. �Gd. �NG vi TYP. UNIT FLOOR PLAN 557 S.F. - _ 556.74' 5 aa W 1 7 7 - / a 1 F lD M F- W I LEGAL DESCRIPTION PARCEL A: ]PAT PORTION OF TAT 2 OF 10,71'.0 AN ADDITION TO SEATTLE, AS PE4 PLAT AT_COADED 1H VOLW..E 10 OF FLITS, PACE 55, RECORDS OF XSNG COUNTY, DESCRIBED AS FDLLOWS: BEGINNING AT THE NOATNI4EST CORNER OF SAID I.OT%350.00 FEEFJ THENCE SOPTH AIRNG THE NEST LIRE OF SAID LOT, THENCE NORTH B9 DEGREES l] MINUTES 53 SECONDS EAST 1J0.40 ]LET; *5 THENCE NORINWiSa sni.Y N PO :nT GE '""° � ^ °"' ""' n_v c n_ •n. iv,ru NORW B9 DEGREES ]] MENVTES 53 SECONDS GSTYA- DZST:vNCE -OF 10.00 FEET FI4oN THE POTNT OF EEG INMNGi POINT SOUTH NN DEGREES l7 Y.INVIES 52 sLCOHON NEST 10.00 FEET TO TNL POINT OF BLLIHNINGi sITL'ATE IN TP.E CITY OF TUXNIIA, COUNTY OF %ING, STA. OF NASNSNGTON. TAY ACCOUNT 9359700- 0029 -05 PARCELS: VOU P 0 IATPL, N ADDZTION T T E , %AS EA U PUT RCRD 1" EXCEPT THE SOOTS 440 FEET WlAFAPi AND EXCEPT THE SMITH 20 FEET FOR SOUTH 147TH STREET, TOGETHOI M1]H THE VAGTCD NOATN 3/2 OP THAT <0 -POD] TMCT OP LAND CONVEYED TD THE TONS OP IWO4ILA, BY DEED RIXOADLD VNDIT XING COUXTY RECORDING NO. 119i�:R; SITUATE IN THE CITY OF =Fn., COUNTY OF PING, STATE OF WASHINGTON. . TAX ACCOUNT 0359700 -0040 -05 PARCEL C4 THAT PORTION OF EATS II AND 2i OT INTEAURBAH ADDITION TO lGTTLT, AO 8ER P1dP RECOAOLD IN VDL{DIE 10 OT YPATS, PA6Y 55, ECOFD9 OP RENO CO<AHTY, AND OT VACATED A of STAElT ADODININO, LYSNO MNTTAY OY THY POI2ANWG DESCAIDLD LINE) COID¢27CZ`40 AT TEE SOVAAiEST CORNER OT SAID LOT 223 TEENCE L.ST XLONO TS SOUPS LINE Tilt.OT 326.64 PELT TO THE Mt POINT OP DEGTDH2RG OT SAID LINE( THF2rCE NOATN 2I DEGREES 46 INCOMES 30 SECGND9 NEST 56.00 TEST) n' TO A POI. 0659', FATAL *ss M11I YNE s mamma OT me Lss 12.6! TE POSAS vacs IS 130 TEST FAO,, A9 NEASUAID AT AIONT ANSLLf TD, THE NESTMMLLMAAOIN OP S.S.E. NO. S -N) !HENCE ,OAT'S II DECREES f6 NENMFS 30 22 oif09 NETT, PANALLII. 117 OAED YAAG3N, P THE NORTH LT1HE OT SASa :OC 33 oN TAE THIHSNVB OI IIASD GIAE3 EXCEPT THAT PORTION 'OlpltOF, IF ANT, WHICH LIFE WITHIN THE FOLLOWING ULSCAIBID PPOPFJ.IT j BEGINNING AT A POINT ON 012 SOUTH LINE OT SAID TRACT 22 PRODU'Cn FAST TiITS.INTIRSECTIA M'PH THL STERLRLY LENS OT ID INTERURBAN ANIMUS loUTNt THENCE NGRTHEIV.Y ALONG THE WESTERLY LINE OF SAID SNTERSR48AN AVLUI]L SOUTH A DISTANCE OT 5f FYETi TN1]ICE. NEST AND AAPB]]*i� KITH THL SOUTH LINE OP SAID TRACT 23, A DISTANCE OF 130 PANDi THENCE SOUTHERLY AND PARALLEL NITS THE WESTERLY LINE OF INTERURBAN ACT AY£N12 SOUTH A DSSTANCE OF 56 FEET 10 TNS 60VTN LINE OP SAID TRACT 27; THENCE AST MONO TAT NCEO LINE OF SAID TFUCT 22, AND THE sAXE PAODVCID EAST, A DISTANCE OF 320 FEET TO 2NE POINT 08 BEGINNINGi SITUATE IN THE CITY 07 TDAN3TA, COUNTY OF RING, STATE OF WASHINGTON. TAN ACCWNf 0354700 - 0622 -03 PAACXL Di LOT 3 OP INTERU 1 ADDITION 114277.12:4147 PL REMADED IN VOLUME SO OY PLATS, PAGE 33, OP %G C EXCEPT A STRIP ALONG WE EASTERLY SIDE THEAEOT, CO"n"'E0 FOR, ROAD IN %IMO COUNTY SUPERIOR COURT GV68 NO. 109001) NORTH 250 FEET OF SAID LOT 2, AS MEASU.D ALONG THE NEST LINE T'iuIlEOFZ AND EX<ISPT THE FOLLORWG DESCRIBES PORTION 711..OFl FIDEGSNNSN6 AT THE IRTERSLCTIOH OF 1'HE NOA1T3 Y.ARGW OP SOVTX 1<9TN ELT AND TNT 60U9NNESTFALY NAREW 5-H, n POINT SEING AT ASGHT ANGLES TO AHD TO FELT IRON STATION 108 +]]. JS OP SAID XIGNNAYI THENCE NORTH 22 DEGREES 46 MINUTES 10 SECONDS NEST AIRING 6AID HIGHWAY 349.57 FEETi 2'HENCD SOUTH 89 DEGREES 37 .183TBS 52 SECONDS VEST 150 FEET) grocE. soul ]2 DEGREES <6 Iowans 30 SECONDS EAST, PARALLEL WITH SAID (n HIGINAY 227.22 FELTi TNW SOUTH 66 27.1ES 39 HSNO'TES b 6£20,29 EAST, PARALLEL WITH THE NORTH SOUTH OP SOUTH 1491, STREET, 58.46 FEEI'3 !HENCE ARVIN OY SAID IS MINUTES 00 SECONDS NEST 100.36 TEED TO DIP NORMS SOUTH OP DEGREES ES 39'i TANNIN SOUTH 86 DEGREES ]9 HINVI'CS OD NILONDS EAST ALONG sAIO NORTH 20 HAAGYN, 16!.51 Pas 1 '!'HINGE MOAT, -6S DBUnsre 41 MNUTES 00 SYC,glps FR51' 0.39 SYET TO THE POINT OP DEGYKNYNOl SITUATE IN THE CITY OF TIINSSA, COUNTY OF XENG, STATE OP NASNYNGTON. / 0 25 50 100 150 25' +/- / / G H LLCF ST APARTMENT COMMUNITY SITE PLAN SCALE: 1"=5C-0" 10/2/96 TAx ACCOUNT 0359700- 0020 -09 FILE COPY Check approvals are to d „missions and approval of I�nderste nd !hat the Pla'� of any sdoes d� ` 111e violation ,adop dues e Receipt of con - ;I,•.ce. k�pvYled9ed. adopted code or 1 I�nsiaD of '� � -_ tlacttllscopY � _ Gale /-XO EXNRED Permit No SEPA�TE P Fgr REQUIRED MECHANICAL ELECTRICAL PLUMBING /QAS PIPING OF it3"11A id (1) _.11 41) z AIL" U :1111:t1; EBl ST GROUP INC. RECEIVED CITY OF TUKWILA OCT 0 3 1995 PERMIT CENTER D% -003L1 1n" WZIF II I 1 i1 1 1 II 1 1._ I 1 TYPICAL UNIT PLAN SCALE: I/4' • 1' - 0' SECTION /DETAIL TITLE SCALE: 3/4' • r - 0• WE. G\ACAD \95164 \95164S1.DVG DATE. SEPT 26, 1996 TIME 1040 AM NOTE: CONTRACTOR SHALL FIELD VERIFY ALL FOOTINGS AND NOTIFY ENGINEER OF DIS.REPP- NCIES. SLAB REINFORCING PER PLAN (2) 5 TOP 1 BOTTOM 't U -0. I,. III „III., J1 3 TIES• T O.C. EXIST.'* FOOTING VERIFY DIM. 5 X 2' -6' EPDXY DOWEL • I8' OG. •3 TIES • T OC. SLAB BEYOND VIII ��III III �{ � III,. III III., I (3) 5 SLAB REINFORCING PER PLAN UNDISTURBED NATIVE SUBGRADE O�'�i SECTION /DETAIL TITLE 81 SCALE: 3/4' • I' - 0' 5 X 2' -6' EPDXY SLAB REINFORCING DOWEL • I8' OL. PER PLAN SLAB BEYOND EXIST.'* FOOTING VERIFY DIM. 3 TIES• T OC. 5 X 2' -6' EPDXY DOWEL • IS' OG. EMBEDMENT 3 3/4' 3' CLR SECTION /DETAIL TITLE SCALE: SCALE: 3/4' • V - 0' Wa EXIST.G CONDUIT. PLACE GRADE BEAM STEEL UNDER CONDUIT, TYP. UNDISTURBED NATIVE SUBGRADE SECTION /DETAIL TITLE SCALE: 3/4' • I' - 0' CT ENGINEERING ®I t —a`J— G N E I f2 1 N ME CODE REQUIREMENTS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1994 EDITION, AS AMENDED BY THE CITY GF TUKWILA. GENERAL: CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. REFER TO ARCHITECTURAL PLANS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOUN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL THE UTILITIES AND ADJACENT PROPERTIES. FOUNDAT IONS: BEARING SURFACES FOR THE GRADE BEAMS AND SLABS ON GRADE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. CONCRETE: CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301, ?SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS?. PORTLAND CEMENT SHALL CONFORM TO UBC STD. 19 -I, TYPE it OR 11. AN AIR ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREEZE/THAW ACTION TO PROVIDE 5% •/ I% ENTRAINED AIR MAXIMUM SLUMP SHALL BE 47 AT TIME OF PLACING. f'c MIN SACKS OF SPECIAL INSP. USE CEMENT PER REQUIRED CY OF CONCR 3000 5 1.9: YES ALL USES AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN WILL BE REVIEWED FOR CONFORMANCE TO USG 1905. ARCHITECT TO APPROVE LOCATION OF CRACK CONTROL AND CONSTRUCTION JOINTS. PROVIDE SURFAC3 FINISH PER ARCHITECT'S INSTRUCTION_ CHAMFER ALL EXPOSED CORNERS 3/47. REINFORCING STEEL: ASTM A -615 DEFORMED BARS GRADE 60 (y • 60 K.91) FOR BAR SIZES NO. 5 4 LARGER GRADE 40 (RJ • 40 K51) OR GRAD 60 FOR NO. 3 t NO. 4 BARS USED AS TIES OR STIRRUPS. ASTM A -165 (34 • 15 KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE GRSI CATEGORY 5 LAP SPLICES FOR SEAMS, FOOTJNGS AND WALLS, CATEGORY 3 LAP SPLICES FOR ALL OTHER BARS. REINFORCEMENT FOR SLABS ON GRADE SHALL BE WLF 6X6 WL4 X W1.4 UNLESS NOTED OTHERWISE. PROVIDE 5 X 47 -07 DIAGONAL BAR AT ALL INSIDE CORNERS OF SLABS UNO. FURNISH UAW IN FLAT SHEETS AND LAP SHEETS 127. MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH 3' FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 I/2• CONCRETE NOT EXPOSED TO WEATHER OR EARTH: SLABS, WALLS 3/4' WELDING OF REINFORCING STEEL 13 NOT FE 1ITTED WITHOUT PRIOR APPROVAL FROM THE ENGINEER EPXOY DOWELS: EXPDX ' DOWELS SHALL BE RAWL FOIL FAST ANCHORING SYSTEM OR EQUAL. INSPECTION: IN ADDITION TO REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS, SPECIAL INSPECTION BY AN APPROVED AGENCY SHALL BE PERFORMED FOR REINFORCEMENT PLACEE1ENT AMU CONGFCt It PLACtnENT. SHOP DRAWINGS: SHOP DRAWINGS FOR CONCRETE REINFORCEMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRIC4TION. 504 P01 OCT 25 `56 12:45 DATE: I October 25, 1990 TO; Ken Nelsen City of Tukwila FROM: , Craig Roberts RE: Hillcrest Apartments - Plan Check #496 -0034 CC: Per our hone conversation the details shown on the drawings are correct. The details in the cal nations were for design development and don't necessarily reflect the final conditioh. As we discussed, the grade beam should extend no more than halfway under the footing and should be noted in Detail 1, drawing 51. We `-sus: that this information i6 sufficient for your records. Please can If you have any questions or require further information. Structural anti Civil Engineers 180 NicBsazm 8c Suite 302 Snell; WA 98109 (206)2854512 FAX: (206)2854618 RECEIVED OCT 2 8 1996 COMMUNITY DEVELOPMENT RECEIVED TUKVJ CITY OF ILA OCT 0 3 1996 PERMIT CENTER CV CV 1 1 si _ a fi 11 111