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HomeMy WebLinkAboutPermit MI97-0213 - RAMADA INN - RETAINING WALLCity of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS 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: 736060 -0195 4006 5 139 ST NOT MISCPERM LDR WALL 000 North: N/A Permit No: Status: Issued: Expires: MI97 -0213 ISSUED 04/20/1998 10/17/1998 Occupancy: UBC: 1994 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: N/A Slopes: N Streams: Contractor License No: KAILICI110LM OCCUPANT RAMADA INN 4006.5_139 ST, TUKWILA, WA 98168 CONTACT MR LIN WEN FAN 4006 S 139 ST, TUKWILA WA 98168 OWNER LIN WEN FAN 13910 PACIFIC HY S, TUKWILA WA ENGINEER LIU & ASSOCIATES 19213 KENLAKE PL NE, SEATTLE WA 98155 CONTRACTOR KAI: LIN CONSTRUCTION INC 12556 35 AV NE, SEATTLE WA 98125 k*********** * * * * * * * * * * * **** * * * * * * * *k * ** * * ** ******* k* * *k * * ** * * * *k * * * * * * * * * * * ** * *"k ** Permit Description: CONSTRUCTION OF ONE RETAINING WALL APPROXIMATELY 4' HIGH AND 150' LONG WITH ASSOCIATED DRAINAGE SYSTEM BEHIND THE WALL. k* k************************************************* * * * * * * * ** * * * **** * * * *k*k * * * * * *** Construction Valuation: $ 20,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Timer 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: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k******************************************** k***** k * * * * * * * * * * * ** ** * * * * * * * * * * * * * *k* TOTAL DEVELOPMENT PERMIT FEES: $ 503.46 k******* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** ************ k *:it ** * * ** * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: uF Date: "f 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. Phone: 206 244 -0810 Phone: 206 244 -0810 Phone: 206 483 -9134 Phone: 206 -363 -1215 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. 5 ignature : __L5"�"^,,/�� Print Name: Date: 2c9 _- F 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. Addre, 4006 S 139 ST Suite: Tenant: Type: MISCPERM Parcel #: 736060-0195 **k******4********4*11*44*********k************ ***k***k*k*A******“*A/14**1k* Permit Conditions: 1 No changes will be made to the plans unless approved by the, Architect or Engineer and the Tukwila Building Division. 2. All permits, inspection;racardsandjOroved plans shall be available at the Jobsite pr tor to the start any con- struction. ThesciAOeumentsare to be maintained,and avail- 3. All structura),;,ConcretesKall be special,:inSpected 'NBC - able until fin:ay;'-inspection approva) is grante*::::: Sec. 306(0,1). ,,, - , 4 ■ 4. When speelal inspe'ction is required either the architapt:,6r/engineer shall notify the Tukwila Building':-, Divistcn,of 'appointment of the Anspection agencies prior !to the firSt building inpecticn. Copies of all 'special insP,Oon reports shall be-submitted to the Buildirlg' Divi*ibn In a ti'melv_manner., Reports shall contain' address';' project: t-iaMe, permii-riumber4nd type of inspection,. being peffO:rmed,, ," , , ,1,'„,<, -- 5, The ,,,special Inspector shall'isubmi,t'a final, signed report , stating whetW the.wOrk requiring':spetial'inspection,Wasi '.,,,,,. to! 'the best of ,the inspector's imoWledge,, in conformance wi th approved plans and 's17.e'tilficattdhs and the applicable: woManspip provisionS of the UBC.,' G. All I,construction-to be done iW,cOnformance with approved, 2 - i-: plans and,r,equiremints of the‘Unifor:m/8uilding Code (1994'; ,- Edfitfon) ,as' amended. CITY OF TWWILA: Permit No MI97-0213 Status: ISSUED Applied: 11/19/1997 Issued: 04/20/1998 3.'11 7. Validity of'permit. The issuance of,-,a4lermit:or apprOVal Ofd' planssPeCtfications, and computations shal 1 not'be011- struedv,po'be a permit for, or an approval f, anv violatiOn/( of any of the provisions of thabuilding code or of any other i*dinani7:e of the jurisdi,ction. No perMit praSumingto give authority.to violate or cancel the prciVisirs'ofs code shal‘),be Valid. 8. Temporary'erosion control measures shall be implemented as the first order' of business :to Iprevent sedimentatiOnJ'off- site or into'exispng storM'draipage 9. The site shalrnaVecpermanent aroslon'Contro,rmeaSures in place as soon as possible after final,gradi-lighas been completed and prior to,tne Final inspection. 10 . DOWNSPOUT DRAINS SHALL NOT GE CONNECTED TO FOOTING DRAINS. CITY Or TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Project Number: Rq6,-o0/ Miscellaneous 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. e Nam NNant /� 1 f fo r c..._ ., C. 1. 3o ' f (2',4i Value of Construction: -o 9000 Site Address: r rC, City State/Zip: Tax Parcel Number: Property Owner: . Gtr--, i✓,=,- -/-4/,-/ Pho�eo 6 IA - vii /t7 Street Address: /3/o /" cad�H /c,�i/4y�; Tt4,y cit; S¢ tate i: 6 Fax W �0 it ,1 ..... 17 Contact Person: it - L /ti • GAY ,-' - A-' Phone: , 5,At t j .— v e:'/ c; Street Address: City State /Zip: s -MF Fax #: . 6 ft/ >, — 9re 3 Contractor: ..►-/ L =7N 610,..�17:e-1.4 v7( 04....1 Phone: J.- p 3.6 3 — / .L 1 is Street Address: �u Slate /Zip: i' C� 3 t ,1 ✓rte �ci,�: "../17,72,12. �3 /! z j- Fax #: 11 .6 1 — 0 G) ) Architect: i b ; - / c , 1 / 1 - S - A t c-/4- 7 Phone: t o • • 0 - 4 / . - 5 - 2 u s Street Address:2172 3 d ,,: :#-.:24/ City State /Zip: Fax #: Engineer: /� l d s yip c Phone: 0,Lj _ 7� .3 ' "7- Street Address: ? `/ _ C State/Zip: /'= /3 �r�c- ,aL/�- ply :A /2: ' 1 77.4.4 % •'.�Y" Fax 0: 4>1 • G'- -27'`k MISCELLANEOUS: PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: f (..,,0,(Ge2 /-rX-2 ,_6- %�.A.-" ,,.-t7 ✓ - kL_ 1 1(r.- /0' Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and stora • e location on se• arate 8 1/2 X 11 • a • er Indicatin. • uantitles & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting AP,PLICANT:REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelizatlon /Striping ❑ Flood Control Zone ❑ Landscape Irrigation El Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #• Size(s): ❑ Land Altering: 0 Cut__cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s)• Sizes : Water Meter Temp 0 Miscellaneous ,• E 7a iA r'- r'7 &'4 -- Moving Oversized Load/Hauling Est. quantity: gal Schedule: MONTHLY SERVICE. BILLINGS TO:': Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current foe schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ication = cept � � r Date application e 4 Ap Itiats) ALL MISCELLANEOUS PER APPLICATIONS MUST BE SUBMI ➢ ALL DRAWINGS SHALL BE AT.A LEGIBLE SCALE AND NEATLY DRAWN p�• •a t..• :'' ' +:'if1,JILmI G1tSITB FILMS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) WITH THE FOLLOWING: ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade ' exceeding 5;000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW .Submit checklist •No: M7 9 ❑ Antennas /Satellite Dishes .. Submit checklist. No: `M 1 ❑ Awnings /Canopies - . No signage Commercial Tenant. Improvement Permit .,.: :. ❑ Bulkhead/Dock :: Submit checklist :; No: 1‘,4,10:•:. ; ❑ Commercial-Reroof Submit checklist, . No: M.6 ❑ Demolition: `Submit checklist No;,, :M 3,: fH 3a Fences - Over 6 feet in Height .Submit checklist No: M -9 _ ': ❑ Land Altering/Grading/Preloads Submit checklist No: M 2 , ❑ Loading Docks :Commercial. Tenant Improvement ., Permit:: Submit checklist.No::H -17 ❑ Mechanical (Residential &Commercial) . Submit checklist+ No. , M -8, Residential only - H =6, H-16 ❑ . Miscellaneous Public Works; Permits; Submit checklists ; No; H -9 ❑ Manufactured Housing (RED INSIGNIA ONLY)' Submit checklist :'. No: M-5, ❑ Moving Oversized!Load /Hauling Submit checklist No: M -5 • ❑ Parking Lots Submit checklist No: M-4 ❑ ' Residential Reroof - Exempt with following exception :` If roof structure to be repaired..or replaced Residential Building Permit Submit checklist .. No: M -6' fa Retaining Walls - Over 4 feet in height Submit checklist No: M -1 ❑ Temporary Facilities Submit checklist No: M-7 ❑ Temporary Pedestrian Protection/Exit Systems ; Submit checklist No: M -4 ❑ Tree Cutting Submit checklist No: ; M -2 ❑ 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 ". Bulld/ng 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 properly owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 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►yNER�UC'I��DI�IZED�AGENT: Signature: �� .� ,.. ---.� Date: /(......./ Print na e: Phone: ' �v Fax q���3 Address/ s9 / /&ck,'c � / � S City/ Ste! JI ? alt - MISt1PMT nnr'' 7/11 /96 � "4/1'4' * *,k *• Ak• k./ tk****** k#*• k* k• kk ***A *kAk•k.•.1• *A *11- 11;kk4•A 4"8* * ** *h *Mh **kA•k #k *••k CITY ',OF TU1<W]:l.A, WA TFU NSPI' �k* Ak. # *;k;kk.A.:k* *.•4A * *kq•h•k** *Ir *ottA• *krl *k #h:k +t4 k.1 'kk.A.tt 4 *•.t'kA *:1kh•4 *k.4 TRANSMX.T•, Nuilber�,: „R97007.50 Amaurit: 2 i.00. 04/20/90 P•eyiaei�tt.tlethod`. .C131.CK. Notat ion: ECfJNO L0110E In i t: 0J.`14 Pei'init Na. MI97 -0213 Type: MIScPIIRM i4I'.3'CIILLANFO.U8 .PERAIT parcel Na: 736060 -•0195 5 i:1t •Address:. 400h ,5 139 ST Total Foos: • 503.46. • This. P ymerit 25.00 Total ALL Pmts: 503.4' k34t1an,ce: .06 PW 25.00 Ott *A*•k *+ ** kt***. ty*,***. 4** A# A* h•* ktitA*****A. A ** *,► *.H.* * * : * * * * *•l,,* CHECK 25.00 CITY OF TUKWILA RECEIPT Account Code 000/322.100 000/345.830 000/322.100 000/345.030 0.00/345.830 41.2/342.400 ..Uesoripti.oit • BUILDING PLAP! CHECi BUILDING -- NONRES• :PLAN 'CHECK NONIU S • PLAN CHECK - UTILITY ING.P: Hfit •- STORM 'DRAIN Amount 04/20/98 19 •-16 6 . "? !. 16:38 0097 1300 10 00 1 ;. 00 1.'t'� 1�:i Y y \5': ., .f' .. p/f '.j. v77. 77:77,7777777",....t .._r;y ••. ,r ., • kk: 4* ** *,AA* * *A•k* *k *?Ii4.h* *k *** *.ick *it4*•A.•h•A•.k *A* .:t••tA** * ****•.t4k *•,1.•+1* IRRNSMIT k *ktk*.kk *k *kk # *A* * *A ***k **;l *If *A4 **4 *A *:t *•k***A*k*/ 4* **As4 *•k ***** T•RANSMT,T,t4ttmi,ar:a R47O0b83 Amaunti 476.46 11/24/97 15:57 Payment Met.had.• CHI;:CK NotIAtian:,.'1_CONO LODGE, :[nit: l�Aff. Permit. Na:, M147- 0211 Tvoer M ,:3I. PLRM t4ISCE.LI.( OUB .I'1 R14IT f ?ar �e :l a a 7.£OGO-Oi'95 139 —ST I.1 Y OF TUKYI1LA wA 7Nt'i Paymer►`t *o Account: Cs. de 000/322,.100 `. 000/84'•5:4 10 O0O/386'.904 'fetal • ree' 478..46 478.46 T•ntal ALL Pmts: 478.16 '. Balance": «00 • *d* *'!? .k **A•!l•.,“ * 4kihiA• k+ �** * * ***A*• **,Art**A * *..A*0**A•k ** De'sc'ription I3LIILf ?I AIO REB PLAN CHI=CK -I.REO STATE ,fUIL•OING SLIRCHARGE Amaunt 287.25 186.71 4 .. r 0 INSPECTION REC(L. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (3 PERMIT PERMIT NO. (206)431 -367 Project: A `of Inspectio : -i Address: 1400(0 5, i )) erAS-/. Date 3/.5 `0 Special instructions: Date wanted: ... ?0i a.m.1 p.m,J Regy� ster: Phone: 3o)-4/3/ -30o pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector A bisk: Date: 3 719 1 0 $47.00 REINSPECTIO FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1Receipt No: I Date: INSPECTION NO. • INSPECTION RECOR • Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter BIvd, #100, Tukwila, WA 98188 119 97- c&13 PERMIT NO. (206)431-3670 Project:/) iINCItliti (A 771,- Type of Inspection: Address: 'Va 0 4 .;) 13117 Date called: 1 Special instructions: Date wanted: a.m. P.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'ff,t 99X Inspector: ‘Le Date: f if ef/' 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: I Date: PECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECQRD Retain a copy with 0, hit Project: Type of inspection: O pj a..mm. . Address: 4010_____,S._ Date called: 5"/ 1 _139j111. Special instructions: Date wanted: 5/) L I / / �3 Requester: h `'i K nit Phone N 956 ,1966. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,Y1/57 7e q AD C A -12-___A.LitA.OL_CkaANS �w s!N (.1 Inspectors J 11 v Date: ,174 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. L CASCADE TESTII(( LABORATORY, INC. `, — '" TESTING & INSPECTION t,.,NGIN ERSj...., PREVIOUS ,' ` 2 30 O 4 c 7 1 2 12919 N.E. 1261 a /- 1 t_..' REPORT No. No. ' KIRKLAND, WAS►H��N ON 9110' 4 (425) 823 -9800 EVERETT (425) 259 -0817 DATE ' .� - C RT. NO. - MAY 2 5 %`,, -I {ry{ 5 4 ... 1.1II ' �°� ��t U I �1 �� rA - EL - EN . TO: A , 1 / 1 !i'./1 S �G Dv"--. PROJECT C'► (il!‘C.i r I LOCATI N 'Ay 1 n ,(-6 3�.t� BLe c. PERMIT NO. I .rs OWNER i L , r G WkATHER �OVP/C4S+ 6 .L AT AM TEMP. AT 2 OpPM ENGINEER C7 4:::71-7 -.1& ,.i, � h] ATTN; J ;,) KA ARCHITE T 1/, CI— � 1 LHIr 'P i P S� CONTACTOR (2) INSPECTION PERFORMED _ RESTEEUCONCRETE X RESTEEL ONLY _ RESTEEUMASONRY STR.ST/WELDING OTHER .-- STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS ._ SLAB _ AUGER CAST PILES COLUMNS -- DRILLED PIERS K WALLS BEAMS — — (LOCATION (AREAS) '� G - • - / CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (%) SEE CYLINDER REPORT NO. %YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. — 1 INSPECTOR. . , h ,6D FIELD R' • • RT ., L 10 CASCADE TESTIF LABORATORY, INC. 0 9 5 2 5 2 TESTING & INSPECTION / tNGINEERS PREVIOUS Dr5-OZ7 12919 N.E. 126TH PLACE REPORT NO. No. KIRKLAND, WASHINGTON 96034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE Y t Z 998 CERT. NO. / CE 7 /Z-11 TO: 1 LAi WN� PROJECT I AMADA INN LOCATION 'IVO& S. 09Tn I l -1- A (5 Tit AVE. NE.. BLDG. PERMIT NO. Q97405Z OWNER ! I lam- . q817-- ''�'�� [,� WEATHER C C IOY TEMP. AT AM AT PM ENGINEER LR & frO5P. ATM ARCHITECT CH v& A/ L A C ' 1 CONTRACTOR itAl LW (2) INSPECTION PERFORMED yy ✓� RESTEEUCONCRETE _ RESTEEL ONLY _. RESTEEUMASONRY — STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _. SLAB AUGER CAST PILES _ COLUMNS -- DRILLED PIERS X WALLS BEAMS -- — — c'��(� - - - (LOCATION �.! 0K W 1 1 AI1NYV6. M. (AREAS) _ CONCRETE/,MAASSONNRY MIX NO, 3Z/0 DESIGN STRENGTH (Pc) OW r • ✓. 1 a Q SUPPLIER LLB V� �r TOTAL CU. YD. PLACE/ : -/ SLUMP (INCHES) I. SPECIMENS CAST 3 '1XIZ AIR CONTENT ( %) 3 -$8 SEE CYLINDER REPORT NO. ,1Z2-1* IN YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS: OWNEK. Cli4A . JED f E(91 L r? 4P5 AT I5 "O G . &. W. Mtn APPRO VE1 f5Y ENGK .. NUTS L J U AND ASSOC.. -TYPICAL_ RFT WALL_ -EDuLE. COA CYOO "7 a o. WATM AT JDE> 1-1Y• MEGYANI CALL.Y WBRJ(TeD )4 X . 1�7 AEA IN F7R 'T 7WO INSPECTOR: 11,,1 k- . FI FIT REPO CASCADE TESTI . LABORATORY, INC. TESTING & INSPECTION i ENGINEERS 12919 N.E. 126TH PLACE PREVIOUS REPORT No, No.095027 _" agill REVERETT IRKLAND. WA5HINOTON 9.034 (425) 823 -9800 (425) 259 -0817 DATE eN 7 />J( CERT NO. I 7 Y TO: l PROJECT / LOCATI OD ( 3q' ♦ . vet' -.- A `.- t Aye, /VE B DG PERMIT NO. # ,rel y z- OWNER 'e,Ct H-(e Cc ( /ZI 1 I g 125 WEATIjl, (toy / TEMP. AT AT AM PM E ENGINE her-45 ATTN: ARCHITT Ti l ,Liga Ci'Ac , „5-exCi CONTRAC O- A. / cL- 01 (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEL ONLY _ RESTEEL/MASONRY _ STR.ST/WELDING OTHER STR.ST /BOL.TING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _FOUNDATIONS _ SLAB OLUMNS WALLS ->,i L BEAMS I --- — - (L4) tOCATION (AREAS) &fato...t LAaGI I �L1 P� Q I +-Le 0(4 V4ul i-k. ® (5) CONCRETE/MASONRY MIX NO. -----" DESIGN STRENGTH (Sc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CO ENT ( %) SEE CYLINDER REPORT N • .✓ YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO,, • REMARKS. A -1 ( res-Fe I _.( Lua fdr ( ' r 1 Ial,1s c)-(0_, ( s //L a ( &4 �'`�� -" VtVtu +- 0,(a ► k ivy a(( c 1 eAra u e INSPECTOR: FIELD REPORT CASCADE TEST i LABORATORY, INC. TESTING & INSPECTION r ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 TO I A' L...I /V CQNST.- _I 516A IT''' S !.WA. 78125• ATTN: PREVIOUS REPORT No. No 095217 DATE WWW,DPiY NMI l.` 1 5 i74713 PROJECT % IZANCYr INN CERT. NO. 971 LOCATION A-OO6 3YT1 BLDG. PERMIT NO. L? Y 7000Z OWNER WEATHER CLOUDY TEMP. AT AT AM PM ENGINEER cxpi la g■Of?,EXT--- ARCHITECT CON LNG /ldVD 14 CONTRACTOR S OC . t 't UN (2) INSPECTION PERFORMED 256.RESTEE000NCRETE RESTEEUMASONRY — OTHER _ RESTEEL ONLY STR.ST/WELDING — STR.ST /BOLTING (3) ITEMS INSPECTED x. FOOTINGS AUGER CAST PILES -- DRILLED PIERS — FOUNDATIONS ._ SLA B COLUMNS — WALLS — BEAMS (4) LOCATION (AREAS) FT-6:- (5) CONCRETE/MASONRY MIX NO. SUPPLIER 3 Z-L4D SLUMP (INCHES) 4 AIR CONTENT ( %) DESIGN STRENGTH (I'c) 31000 P. 7.1 . TOTAL CU. YD. PLACED Z_7 SPECIMENS CAST !D XL 1. SEE CYLINDER REPORT NO, 31 X98 X YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: CONTKACTOK ADDEV Vim/ 1 1 7 . AT .JO r/ 175- Asf ANt OW' V1IfRAM MIX. R 5r L. CleVISI5E3 OKA7 AT T7 t AE5OVL IV O TED LOCATION rk.c. U ULJ M 11 Li/ P1 t0 . T YPI L/t.' INSPECTOR: / FIE REPORT a 19,14 ,7+�rir fH;arYZ e �isixi xw t L1U & ASSOCIAT 1 S, INC. I AV Geotechnical Engineering • Engineering Geology • Earth Science 19213 KENLAKE PLACES NE • SEATTLE, WA 98155 P11ONE: (425) 483 -9134 • FAX: (425) 486 -2746 Project Sheet No. of Prop. No Job No Date By Date Ck'd by 'CItY;OF T KW1lA VEJ' 1998, 01 ;111 Funlri 11f \ /ICI(1N t RECEIVED CITY :OF TU~<WIi_A 1NQV�1;9!19 7 PERMIT, C5NTEI9 • 1/13 LIU & ASSOCIATES, IN.: Geotechnical Engineering `° - Engineering Geology Earth Science CANTILEVER RETAINING WALL DESIGN JOB NO. PROJECT 4 -FT RETAIN. WALL - HOTEL AT 4006 SO. 139TH ST CALC'D BY DATE CHICO BY DATE 7114 TUKWILA, WASHINGTON JSL 11/9/97 B, Ft C, Ft WALL DIMENSIONS Wall Stem Base Slab Height Thickness Toe Heel Thickness Total Width, L H, Ft A, Ft B, Ft C, Ft D, Ft =A+ B +C, Ft 4 0.667 _ 0 1.5 _ 0.687 2.187 OIL PARAMETERS Surcharge He Ft of Soil Backfill Unit Wt. poi Toe Depth E, Ft Coeff. of Frictional Base, Cf Allow. Bearing Pressure, psf Active EFD pcf Passive EFD Pc! 0 125 1.5 0.5 3,000 35 400 LATERAL SOIL PRESSURES, FORCES & MOMENTS (Unfactored) ACTIVE SOIL PRESSURE EFD = Equiv. Fluid Density From Surcharge From Retained Soli Total Active Force Pa, • f Total Moment Ma, Ft 4/Ft Pressure • _ 1 Force 0/Ft Moment Arm, Ft Moment Ft-0/Ft _ Pressure (0 Base, • : 1 Force Lbs Moment Arm, Ft Moment Ft-0/Ft 0 0 2.33 0 163 381 1.56 593 381 593 PASSIVE SOIL PRESSURE Pressure 6 Base, pef Force Pp, 0 /Ft Moment Arm, Ft Moment Mp, Ft -0 /Ft 600 _ 450 0.50 225 GRAVITY FORCES & MOMENTS Block Force 0/Ft Moment Arm, Ft Moment Ft-0/Ft Wall Stem 414 0.33 138 Base Slab 224 1.08 243 Soil Block 750 1.42 1,083 TOTAL 1,388 Rv 1,443 STABILITY AGAINST SLIDING TOTAL DRIVING FORCE = Pa = BASE FRICTION, Ff = Rv • Cf = TOTAL RESISTING FORCE = Safety Factor = 381 694 3.00 Pp +Ff= NOTE: All moments calculated about toe of wall. Mv 0/Ft 0 /Ft 1,144 > 1.5 O.K. STABILITY AGAINST OVERTURNING TOTAL DRIVING MOMENT = Ma = TOTAL RESISTING MOMENT = Mp + Mv = Safety Factor = 2.81 > 1.5 O.K. 593 1,688 Page 1 #/Ft #/Ft #/Ft 2/13 JOB NO, 7114 PROJECT 4 -FT RET)1N. WALL - HOTEL AT 4006 SO. 139TH ST TUKWILA, WASHINGTON C)i. 'D BY JSL DATE 11/9/97 CHILD BY DATE FORCE RESULTANT WITHIN MIDDLE THIRD OF BASE SLAB? GRAVITY FORCE RESULTANT, Rv = MOMENT OF GRAVITY FORCES, Mv = RESULTANT MOMENT, Mr = Mv + Mp - Ma = 1,388 1,443 1,075 * /Ft Ft -* /Ft Ft -*/Ft ECCENTRICITY OF GRAVITY FORCE RESULTANT, e = L/2 - Mr /Rv 6e /L = 0.85 < 1.0 O.K. BASE SLAB BEARING PRESSURE Max. Bearing Pressure @ Toe of Wall = Rv /L + 6Rv x e / L "L Min. Bearing Pressure © Heel of Wall = Rv /L - 6Rv x e / L "L WALL STEM REINFORCEMENT BENDING MOMENT 0.31 Ft from Centerline of Base Slab psf < 3,000 O. K. psf MAIN STEEL TRY *5 BARS, Ob = Effective Stem Depth, d = A - (2 + Od /2) = 0.625 5.69 Inches Inches Distance From Top of Wall, x Ft Moment, Ft -*/Ft Due to Surcharge M1 Due to Retained Soil, M2 Total M =M1 +M2 ' Mu = 1.7M/0.9 x = H/4 1.00 0 6 6 11 H/3 1.33 0 14 14 26 2H/3 2.67 0 111 111 209 H 4.00 0 373 373 705 MAIN STEEL TRY *5 BARS, Ob = Effective Stem Depth, d = A - (2 + Od /2) = 0.625 5.69 Inches Inches TEMP. STEEL As = 0.0018 (bh) = USE 1-0.17 Sq. In./Ft BARS @ 4 15 (Vertical "A" Bar, As = 0.248 Sq. In.) Inches O.C. (Horizontal "B" Bar, As = 0.18 Sq. In. /Ft, Say O.K.) Page 2 x Ru Steel As Req'd Rebar =Mu/(bd*d) Ratio = a Ac Size & Ft psi a Sq. In./Ft Spacing x = H/4 1.00 0 H/3 1.33 1 2H/3 2.67 6 H 4.00 22 0.00333 0.23 *5 6 15" TEMP. STEEL As = 0.0018 (bh) = USE 1-0.17 Sq. In./Ft BARS @ 4 15 (Vertical "A" Bar, As = 0.248 Sq. In.) Inches O.C. (Horizontal "B" Bar, As = 0.18 Sq. In. /Ft, Say O.K.) Page 2 11 j t•te: AC�Ak4Ri.kf:. 1104. HwKN: ■t5.7 4,,,... vlwwnw1 +N..,,,!CherKr4,11...a¢1,.. .... wIurw. ro.« wnn.. ro»..... wwn4,.....+.... w. ero wev. r. .....e.4.wwt.wsnve+YMmrmwawn,w.t VI 5 JOB NO. PROJECT 4 -FT REAM. WALL - HOTEL AT 4006 SO. 139TH ST TUKWILA, WASHINGTON CALAY D BY JSL DATE 11/9/97 CHK'D BY I DATE CHECK SHEAR SHEAR FORCE @ BASE OF STEM, V = Pa = #/Ft 2(fc') " "1 /2 = Vu = 1.7V/0.85 = Vu /(bd) _ HEEL OF BASE SLAB BENDING MOMENT Neglect Upward Soil Pressure & Use 1.4 Load Factor. 762 psi < I 381 110 Load of Surchar+ge,Soii Block & Conc., w = Max. Bending Moment, M = Factored Bending Moment, Mu = 1.4M/0.9 = 1 600 I 675 MAIN STEEL TRY I # 5 BARS, 0b = Effective Stem Depth, d = D - (2 + 0d /2) _ psi Ru = Mu /(bd"d) = Steel Ratio , a = As Req'd = USE 32 0.00333 0.23 #5 TEMP. STEEL As = 0.0018 (bh) = USE Ft -# /Ft 1 1,050 1 0.625 I 5.69 #/Ft psi, O.K. psf Ft -# /Ft inches inches Sq. In. BARS @ 15 Inches O.C. (Traverse "C" Bars, As = 0.248 Sq. In. /Ft) I 0.17 I 4 BARS (D Sq. In. /Ft Inches O.C. (Longitudinal "D" Bars, As = 0.16 Sq. In. /Ft, Say O.K.) 15 CHECK SHEAR SHEAR FORCE BACK OF STEM, V = Vu = 1.4V/0.85 = 1,800 #/Ft Vu /(bd) = 26 psi < 2(fc')“1 /2 = 900 110 Paae 3 #/Ft psi, O.K. :tJ , LIU & ASSOCIATES, II : :�ryYf.Y..if t••'..ct•. 411 g Geotechnical Engineering . engineering Geology Earth Science CANTILEVER RETAINING WALL DESIGN JOB NO. PROJECT 6-FT RETAIN. WALL - HOTEL AT 4006 SO. 139TH ST CALC'D BY DATE CHKD BY DATE 7114 TUKWILA, WASHINGTON JSL 11/9/97 _ C, Ft WALL DIMENSIONS Wall Stem Base Slab Height Thickness Toe Heel Thickness Total Width, L H, Ft A, Ft B, Ft C, Ft D, Ft =A+ B +C, Ft 8 _ 0.887 0 3 0.887 _ 3.887 SOIL PARAMETERS Surcharge Hs Ft of Soil Backflii Unit Wt. pcf Toe Depth E, Ft Coeff. of Friction (g Base, Cf Allow. Bearing Pressure, psf Active EFD pct Passive EFD pcf 0 125 1.5 0.5 3,000 35 400 LATERAL SOIL PRESSURES, FORCES & MOMENTS (Unfactored) ACTIVE SOIL PRESSURE EFD ■ Equiv. Fluid Density From Surcharge From Retained Soil Total Active Force Pa, pH Total Moment Me, Ft -0/Ft Pressure paf _ Force 0/Ft Moment Arm, Ft Moment Ft-0/Ft Pressure Base, psf Force Lbs Moment Arm, Ft _ Moment Ft -0 /Ft 0 0 3.33 0 233 778 2.22 1,729 778 1,729 PASSIVE SOIL PRESSURE Pressure 6 Base, psf Force Pp, 0 /Ft Moment Arm, Ft Moment Mp, Ft-0/Ft 800 , _ 450 0.50 _ 225 IRAVITY FORCES & MOMENTS Block Force 0 /Ft Moment Amt, Ft Moment Ft -0 /Ft Wall Stem 820 0,33 207 Base Slab 379 1.83 695 Soil Block 2,250 2.17 4,876 TOTAL 3,249 Rv 5,778 STABILITY AGAINST SLIDING TOTAL DRIVING FORCE = Pa = BASE FRICTION, Ft = Rv " Ct = TOTAL RESISTING FORCE = Safety Factor = 778 1,625 2.67 Pp + Ff = NOTE: All moments calculated about toe of wall. #/Ft #/Ft 2,075 > 1.5 O.K. STABILITY AGAINST OVERTURNING TOTAL DRIVING MOMENT = Ma = TOTAL RESISTING MOMENT = Mp + My = 1,729 8,003 Safety Factor = 3.47 > 1.5 O.K. Page 1 # /Ft #/Ft # /Ft 5/I 3 JOB NO. PROJECT 6 -FT RETAIN. WALL - HOTEL AT 4006 SO. 139TH ST di-..01) BY DATE CHILD BY DATE 7114 TUKWILA, WASHINGTON JSL 11/9/97 20 20 FORCE RESULTANT WITHIN MIDDLE THIRD OF BASE SLAB? GRAVITY FORCE RESULTANT, Rv = MOMENT OF GRAVITY FORCES, Mv = RESULTANT MOMENT, Mr = Mv + Mp - Ma = 3,249 5,778 4,274 #/Ft Ft -#/Ft Ft -#/Ft ECCENTRICITY OF GRAVITY FORCE RESULTANT, e = U2 - Mr /Rv 8e /L = 0.85 < 1.0 O.K. BASE SLAB BEARING PRESSURE Max. Bearing Pressure © Toe of Wall = Rv /L + 6Rv x e / L *L Min. Bearing Pressure (T Heel of Wall = Rv /L - 8Rv x e / L "L WALL STEM REINFORCEMENT BENDING MOMENT 0.52 Ft from Centerline of Base Slab psf < 3,000 O. K. psf MAIN STEEL TRY #5 BARS, Ob = Effective Stem Depth, d = A - (2 + Od /2) = I 0.825 r 5.89 inches inches Distance From Top of Wall, x Ft Moment, Ft -# /Ft Due to Surcharge M1 Due to Retained Soil, M2 Total M =M1 +M2 I Mu = 1.7M/0.9 x = H/4 1.50 a 0 20 20 37 H/3 2.00 0 47 47 88 2H/3 4.00 0 373 373 705 H 6.00 0 1,260 1,260 2,380 MAIN STEEL TRY #5 BARS, Ob = Effective Stem Depth, d = A - (2 + Od /2) = I 0.825 r 5.89 inches inches TEMP. STEEL As = 0.0018 (bh) = USE 0.17 4 BARS © Sq. In. /Ft 15 (Vertical "A" Bars, As = 0.248 Sq. In. /Ft) Inches O.C. (Horizontal "B" Bars, As = 0.18 Sq. In. /Ft) Page 2 x Ru Steel As Req'd Rebar = Mu /(bd *d) Ratio = a Ac Size & Ft psi a Sq. In./Ft Spacing x = H/4 1.50 1 H/3 2.00 3 2H/3 4.00 22 H 6.00 73 _ 0.00333 0.23 _ #5 a 15" TEMP. STEEL As = 0.0018 (bh) = USE 0.17 4 BARS © Sq. In. /Ft 15 (Vertical "A" Bars, As = 0.248 Sq. In. /Ft) Inches O.C. (Horizontal "B" Bars, As = 0.18 Sq. In. /Ft) Page 2 JOB NO. PROJECT 8 -FT RET • N. WALL - HOTEL AT 4008 SO. 139TH ST TUKWILA, WASHINGTON CI,. D BY JSL DATE 11/9/97, CHILD BY DATE CHECK SHEAR SHEAR FORCE (a BASE OF STEM, V = Pa = Vu = 1.7V/0.85 = 1,558 */Ft Vu /(bd) = I 23 I psi < 2(fc)**1 /2 = HEEL OF BASE SLAB BENDING MOMENT Neglect Upward Soil Pressure & Use 1.4 Load Factor. 778 1 110 Load of Surcharge,Soil Block & Conc., w = Max. Bending Moment, M = r 850 3,825 Ft -*/Ft */Ft psi, O.K. psf Factored Bending Moment, Mu = 1.4M/0.9 = I 5,950 Ft -#/Ft MAIN STEEL TRY BARS, Ob = Effective Stem Depth, d = D - (2 + Od /2) = Ru = Mu/(bd*d) = Steel Ratio , a = I 184 I 0.00333 As Req'd =rr 0.23 I Sq. In. USE *5 TEMP. STEEL As is 0.0018 (bh) USE BARS psi 0.825 5.89 15 0.17 4 CHECK SHEAR BARS (� Sq. In. /Ft 15 1 SHEAR FORCE BACK OF STEM, V = Vu = 1.4V/0.85 = Vu/(bd) = __,_5,100 1 75 1 psi < */Ft 2(fc)**1/2 = inches inches Inches O.C. (Traverse "C" Bars, As = 0.248 Sq. In. /Ft) Inches O.C. (Longitudinal "D" Bars, As = 0.18 Sq. In./Ft) I 2,550 110 Page 3 */Ft psi, O.K. LIU & ASSOCIATES, IN . • Geotechnical Engineering Engineering Geology 7/13 Earth Science CANTILEVER RETAINING WALL DESIGN JOB NO. 'PROJECT 8 -FT RETAIN. WALL - HOTEL AT 4008 SO. 139TH ST CALC'D BY DATE CHICD BY DATE 7114 TUKWILA, WASHINGTON JSL 11/9/97 B, Ft C, Ft WALL DIMENSIONS Wall Stem Base Slab Height Thickness Toe Heel Thickness Total Width, L H, Ft A, Ft B, Ft C, Ft D, Ft =A+ B +C, Ft 8 0.667 0 _ 4.25 0.833 4.917 SOIL PARAMETERS Surcharge He Ft of Soil BackflII Unit Wt. Pc? Toe Depth E, Ft Coeff. of Friction a Base, Cf Allow. Bearing Pressure, psf Active EFD pcf Passive EFD pcf 0 125 1.5 0.5 3,000 35 400 LATERAL SOIL PRESSURES, FORCES & MOMENTS (Unfactored) ACTIVE SOIL PRESSURE EFD Equiv. Fluid Density From Surcharge From Retained Soil Total Active Force Pa, plf Total Moment Ma, Ft4 /Ft Pressure psf Force # /Ft Moment Arm, Ft Moment Ft4 /Ft Pressure al Base, psf Force Lbs Moment Arm, Ft Moment Ft -#/Ft 0 0 4.42 0 309 1,385 2.94 4,020 1,365 4,020 PASSIVE SOIL PRESSURE Pressure fa Base, pef Force Pp, 10/Ft Moment Arm, Ft Moment Mp, Ft -# /Ft 800 450 0.50 _ 225 IRAVITY FORCES & MOMENT S Block Force # /Ft Moment Arm, Fl Moment Ft -N /Ft Wail stem 827 0.33 278 Base Slab 635 2.46 1,581 Soil Block 4,250 2.79 11,866 TOTAL 5,712 Rv 13,703 STABILITY AGAINST SLIDING TOTAL DRIVING FORCE = Pa = BASE FRICTION, Ff = Rv " Cf = TOTAL RESISTING FORCE = Safety Factor = 1,365 2,856 2.42 Pp + Ff = > 1.5 O.K. NOTE: All moments calculated about toe of wall. #/Ft #/Ft 3,306 STABILITY AGAINST OVERTURNING TOTAL DRIVING MOMENT = Ma = TOTAL RESISTING MOMENT = Mp + My = Safety Factor = r 3.46 > 1.5 O.K. 4,020 13,928 Page 1 # /Ft #/Ft # /Ft 15 1 JOB NO. PROJECT 8-FT RET IN. WALL - HOTEL AT 4008 SO. 139TH ST c)i..., 0 BY DATE CHKD BY DATE 7114 TUKWILA, WASHINGTON JSL 11/9/97 47 47 FORCE RESULTANT WITHIN MIDDLE THIRD OF BASE SLAB? GRAVITY FORCE RESULTANT, Rv MOMENT OF GRAVITY FORCES, Mv = RESULTANT MOMENT, Mr = Mv + Mp - Ma = 5,712 13,703 9,907 #/Ft Ft-#/Ft Ft-#/Ft ECCENTRICITY OF GRAVITY FORCE RESULTANT, e = L/2 - Mr/Rv 8e/L = 0.88 I < 1.0 O.K. BASE SLAB BEARING PRESSURE Max. Bearing Pressure t Toe of Wall = Rv/L + 6Rv x e/ L*L Min. Bearing Pressure (fp Heel of Wall = Rv/L - 6Rv x e / L*L 0.72 WALL STEM REINFORCEMENT BENDING MOMENT Ft from Centerline of Base Slab psf < 3,000 O. K. psf MAIN STEEL TRY I # 5 BARS, �b = I 0.625_J inches Effective Stem Depth, d = A - (2 + �d /2) = 5.69 inches Distance From Top of Wall, x Ft Moment, Ft-#/Ft Due to Surcharge M1 Due to Retained Soil, M2 Total M=M1+M2 Mu = 1.7M/0.9 x = H/4 2.00 0 47 47 88 H/3 2.67 0 111 111 209 2H/3 5.33 0 885 885 1,672 H 8.00 0 2,987 2,987 5,641 MAIN STEEL TRY I # 5 BARS, �b = I 0.625_J inches Effective Stem Depth, d = A - (2 + �d /2) = 5.69 inches TEMP. STEEL = 0.0018 (bh) = USE 0.17 4 BARS (§) Sq. In./Ft (Vertical "A" Bars, As = 0.248 Sq. In./Ft) Inches O.C. (Horizontal "B" Bars, As = 0.16 Sq. In./Ft) Page 2 x Ru Steel As Req'd Rebar =Mu/(bd*d) Ratio = a Ac Size 8 Ft psi a Sq. In./Ft bpacIng x = H/4_ 2.00 3 H/3 _ 2.67 6 2H/3 5.33 52 H 8.00 174 _ 0.00333 0.23 _ #5 © 15" TEMP. STEEL = 0.0018 (bh) = USE 0.17 4 BARS (§) Sq. In./Ft (Vertical "A" Bars, As = 0.248 Sq. In./Ft) Inches O.C. (Horizontal "B" Bars, As = 0.16 Sq. In./Ft) Page 2 ..AMi.I'w:tf.!.f,>:YE: µ.s,'b.M.st..:rr...Y ,tir +,r..rn.W...3wJnH os.re..u...v..w..... wr... A M+�+wM+XNw `x /13 JOB NO. PROJECT ��KWILA�WASHINGTON HOTEL AT 4008 SO. 139TH ST rk._„0IeY ID;;�9/97 ICHICD BY DATE CHECK SHEAR SHEAR FORCE BASE OF STEM, V = Pa = */Ft 200'41/2 = Vu = 1.7V/0.85 = Vu /(bd) = HEEL OF BASE SLAB BENDING MOMENT Neglect Upward Soil Pressure & Use 1.4 Load Factor. Load of Surcharge,Soil Block & Conc., w = Max. Bending Moment, M = 2,731 40 psi < 1,365 I 110 1,125 10,160 Factored Bending Moment, Mu = 1.4M/0.9 = MAIN STEEL TRY #8 BARS, 0b = Effective Stem Depth, d = D - (2 + 0d /2) = Ru = Mu /(bd•d) = Steel Ratio , cr = As Req'd = 272 0.0048 0.44 Sq. In. USE # 8 jBARS (� TEMP. STEEL As = 0.0018 (bh) = USE psi Ft -#/Ft 15,804 0.75 I 7.62 12 0.22 #5 CHECK SHEAR Sq. In. /Ft #/Ft psi, O.K. psf Ft -#/Ft inches Inches Inches O.C. (Traverse "C" Bars, As = 0.44 Sq. In. /Ft) BARS 18 Inches O.C. (Longitudinal "D" Bars, As • 0.23 Sq. In. /Ft) SHEAR FORCE (g) BACK OF STEM, V = Vu = 1.4V/0.85 = Vu /(bd) = 9,562 105 psi < #/Ft 2(fc')"1/2 = 4,781 110 Page 3 #./Ft psi, O.K. LIU & ASSOCIATES, INt: Geotechnical Engineering `- Engineering Geology to /I 3 Earth Science CANTILEVER RETAINING WALL DESIGN JOB 114 ,PROJECT TUKWILA, WASHINGTON TEL AT 4006 SO. 139TH Si CAL JSLBY D1;�9/97 f CHK'D BY IDATE WALL DIMENSIONS Wall Stem Base Slab Height Thickness Toe Heel Thickness _ Total Width, L H, Fl A, Ft B, Ft C, Ft D, Ft =A+ B +C, Ft 10 0.667 _ 0 5.25 1.187 5.917 SOIL PARAMETERS Surcharge Hs Ft of Soil Backfill Unit Wt. pcf Toe Depth E, Ft Coeff. of Friction CO Base, Cf Allow. Bearing Pressure, psf Active EFD pct Pasetve EFD pcf 0 125 1.5 0.5 3,000 35 400 LATERAL SOIL PRESSURES, FORCES & MOMENTS (Unfactored) ACTIVE SOIL PRESSURE EFD Equiv. Fluid Density From Surcharge From Retained Soil Total Active Force Pa, Of Total Moment Ma, Ft4IFt Pressure psf Force # /Ft Moment Arm, Ft Moment Ft4 /Ft Pressure ® Base, psf Force Lbs Moment Arm, Ft _ Moment Ft -#/Ft 0 0 5.58 0 391 2,182 3.72 8,123 2,182 8,123 PASSIVE SOIL PRESSURE Pressure ® Base, pef Force Pp, # /Ft Moment Arm, Ft Moment Mp, Ft4/Ft 800 450 0.50 225 1RAVITY FORCES & MOMENTS Block Force #/Ft Moment Arm, Ft Moment Ft41 /Ft Wall Stem 1,034 0.33 345 Base Slab 1,070 2.96 3,166 Soil Block 8,563 3.29 21,604 TOTAL 8,667 Rv 25,115 STABILITY AGAINST SLIDING TOTAL DRIVING FORCE = Pa = BASE FRICTION, Ff = Rv • Cf = TOTAL RESISTING FORCE = Safety Factor = 2,182 4,333 2.19 Pp + Ff = > 1.5 O.K. NOTE: All moments calculated about toe of wall. My # /Ft 0/Ft 4,783 STABILITY AGAINST OVERTURNING TOTAL DRIVING MOMENT = Ma = TOTAL RESISTING MOMENT = Mp + My = Safety Factor = I 3.12-1 > 1.5 O.K. 8,123 25,340 Page 1 #/Ft # /Ft #/Ft { JOB NO. PROJECT 10 -FT RE1 AIN. WALL - HOTEL AT 4006 SO. 139TH ST C.-....,'D BY DATE CHCD BY DATE 7114 TUKWILA, WASHINGTON JSL , 11/9/97 91 91 FORCE RESULTANT WITHIN MIDDLE THIRD OF BASE SLAB? GRAVITY FORCE RESULTANT, Rv = MOMENT OF GRAVITY FORCES, Mv = RESULTANT MOMENT, Mr = Mv + Mp - Ma = 8,667 25,115 17,217 #/Ft Ft -# /Ft Ft -# /Ft ECCENTRICITY OF GRAVITY FORCE RESULTANT, e = U2 - Mr /Rv 6e/L = 0.99 < 1.0 O.K. BASE SLAB BEARING PRESSURE 0.97 Ft from Centerline of Base Slab Max. Bearing Pressure @ Toe of Wall = Rv/L + 6Rv x e /(L *L) = ( 2,908 1 psf < 3,000 O. K. Min. Bearing Pressure © Heel of Wall = Rv /L - 6Rv x e / L *L WALL STEM REINFORCEMENT BENDING MOMENT psf MAIN STEEL TRY 06 BARS, Ob= 0.75 inches Effective Stem Distance From Top of Wall, x Ft Moment, Ft -#/Ft Due to Surcharge M1 Due to Retained Soil, M2 Total M =M1 +M2 Mu = 1.7M/0.9 x = H/4 2.50 0 91 91 172 H/3 3.33 0 216 218 408 2H/3 6.87 0 1,728 1,728 ' 3,285 H 10.00 _ 0 5,833 5,833 11,019 MAIN STEEL TRY 06 BARS, Ob= 0.75 inches Effective Stem Depth, d = A - (2 + Od /2) = 5.63 Inches x Ft Ru = Mu /(bd "d) psi Steel Ratio Cr As Req'd = a Ac Sq. In./Ft Rebar Size & Spacing x = H/4 2.50 5 H/3 3.33 13 2H /3 6.87 103 H _ 10.00 _ 348 0.0082 0.42 #6 © 12" TEMP. STEEL As = 0.0018 (bh) _ USE 0.17 4 BARS @ Sq. In. /Ft 15 (Vertical "A" Bars, As = 0.44 Sq. In. /Ft) Inches O.C. (Horizontal "B" Bars, As = 0.16 Sq. In. /Ft) Page 2 I2 i3 JOB NO. PROJECT 10 -FT REa1-,. iN. WALL - HOTEL AT 4008 SO. 139TH S � _... D BY 1 DATE CHILD BY DATE TUKWILA, WASHINGTON JSL 11/9/97 CHECK SHEAR SHEAR FORCE CO BASE OF STEM, V = Pa = #/Ft Vu = 1.7V/0.85 = 4,365 Vu /(bd) = 65 psi < 2(f0'41/2 = HEEL OF BASE SLAB BENDING MOMENT Neglect Upward Soil Pressure & Use 1.4 Load Factor. Load of Surcharge,Soil Block & Conc., w Max. Bending Moment, M = Factored Bending Moment, Mu = 1.4M/0.9 = 2,182 110 1,425 19,639 1 MAIN STEEL TRY E #7 1 BARS, 0b = Effective Stem Depth, d = D - (2 + 0d /2) = Ru = Mu /(bd "d) = 228 psi Steel Ratio , a= As Req'd = 0.56 Sq. In. USE L 0.004 IM7 TEMP. STEEL As = 0.0018 (bh) = USE BARS (I]) Ft-# /Ft 30,550 0.875 11.57 12 0.30 85 CHECK SHEAR BARS (� Sq. In. /Ft 12 1 SHEAR FORCE (11) BACK OF STEM, V = Vu = 1.4V/0.85 = Vu /(bd) = 14,963 108 psi < #/Ft 2(fc')""1 /2 = #I/Ft psi, O.K. psf Ft -# /Ft inches inches Inches O.C. (Traverse "C" Bars, As = 0.80 Sq. In. /Ft) Inches O.C. (Longitudinal "D" Bars, As ■ 0.31 Sq. In. /Ft) 7,482 1 #/Ft 110 Page 3 psi, O.K. ,. ra rr•.= s•.. r. r�,,.^, NSV: go-vw: rn�rveh+,-_: tr,•^; x�r�, c: tRalnv: l: rrat�r:+ rcrxrT�+•.. vxr. n, s:, h-,.:+. :it<nrr,rnna++'»err�'!ivif,+n9e arr. Yw4t�N�' r,• x.: tMmkYh+ �t�tsip�*+ 9!, vr.'s.f..�.rm:St +�e�rMx, +:.ew.y .ey�r..w.. 1'03 RETAINING WALL SCHEDULE CONCRETE DIMENSIONS REBAR SIZES & SPACINGS WALL HEIGHT H BASE WIDTH = A + C STEM WIDTH A HEEL WIDTH C BASE SLAB THICK., D VERTICAL "A" BARS HORIZONTAL "B" BARS TRAVERSE "C" BARS LONGITUDINAL "D" BARS Hs4' 2' -2" 8" 1' -6" 8" #5015 "O.C. #4015 "O.C. #5015 "O.C. #4015 "O.C. 4' <Hs8' 3' -8" 8" 3' -0" 8" #5($115" O.C. #4015" O.C. #5015" O.C. #4015" O.C. 8' <Hs8' 5' -1" -4 8" 4' -3" 10" #5015 "O.C. #4015 "O.C. #8012 "O.C. #5015 "O.C. 8' <Hs10' 5' -11" 8" 5' -3" 14" #6012 "O.C. #4015 "O.C. #7012 "O.C. #5012 "O.C. LAP 3 _ -4 y- Till lo Til IC 7- • It" SOIL GoV I✓K- ---� 4T1ZU cr. pi LL $Z.P i L a •, J "A" gARs "A" F:.126 wI Io"yYo Nook • 0• 0 ` p o* 4•'a • 0 ((I f F1.F. PVc Pipe "G" 6AIZ6 WI (D -3)1a. sTp • Hook A • 1 A • 14 \ • p / • 1. • . FsA RS RGTA1 W GYI o IJ G, CONVLASATION RECORL TYPE: 0 Visit 0 Conference Telephone— 0 Incoming WOutgoing Name of person(s) contacted or in contact with you: Organizat on (office, dept., bureau, etc.) b FOR OFFICE USE ONLY Telephone No.: Location of Visit/Conference: - !Alm-I-oat SUMMARY: • City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: .PUBLIC WORKS ENGINEERING DATE: MARCH 27, 1998 SUBJECT: RAMADA INN New Retaining Wall 4006 S. 139 th St Project No.PRE96 -001 Permit No. MI97 -0213 Contact Person: Mr. Lin Wen -Fan Phone No. (206)244 -9503 John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON. March. 27, 1998: Permit Fee Storm Drainage $ 25.00 Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. JSS /jjs Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) Finance Dept (w /copy of application) City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 22, 1997 Mr. Lin Wen -Fan 4006 South 139th Street Tukwila, Washington 98168 Dear Mr. Lin Wen -Fan: SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number MI97 -0213 Ramada Inn - Retaining Wall 4006 S 137 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 19, 1997, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Building Division: Contact Ken Nelson, Plans Examiner, at 206 - 431 -3670 if you have any questions regarding the following comments. 1. Please see attached memorandum. Planning Division: Contact Nora Gierloff, Associate Planner, at 206 - 431 -3670 if you have any questions regarding the following comments. 1. Please see attached memorandum. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. Mr: Lin Wen -Fan November 22,1997 Page 2 If you have any questions please contact me at the City of Tukwila Permit Center a (206) 431 - 3672. Kelcie J. Peterson Permit Coordinator Enclosures File: MI97 -0213 PRE96 -001 BUILDING DIVISION COMPLETENESS DETERMINATION DATE: PROJECT NAME: APPLICATION NO: REVIEWER: Nov. 20, 1997 Proposed Hotel /Ramada Inn MI97 -0213 Ken Nelsen, Plans Examiner Application is NOT complete for Building Division review. 1. The site plan is required to show topographical finish grade contour lines, also the proposed top and toe elevations for the retaining wall. 2. The submitted retaining wall calculations and structural cross - section detail do not include any provision for a slop surcharge above the wall. Clarify if a surcharge condition will exist then revise the calculations and plans if applicable. No other comments at this time. • y.. �s .. •t ,fs r�. F r, PLANNING DIVISION COMMENTS DATE November 20, 1997 . PROJECT NAME: Proposed Hotel^Development PLAN CHECK NO.: MI97 -0213 Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. It is not clear from the drawings how tall the proposed retaining wall will be at its highest point. Please provide cross sections to illustrate the height of the wall in relation to the adjacent properties. to the west. The design review approval did not address the possibility that the building would be significantly higher than neighboring properties and would not be screened by the wooden fence. If this is the case the project may need to go back before the BAR for reconsideration. PLAN RE/RO TING SLM ACTIVITY NUMBER: Mi98 -0213 DATE: 3 -9 -98 PROJECT NAME: RAMADA INN DEPARTMENT: teluinng Division Fire Preventio 3-�U-�� NA 3 e6ivo4 Pub i V r� K Structural IUI'1 E A1�'1 P llanln i ng D 4s n Permit Coordinator IP DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -10 -98 Complete E Comments: Incomplete Not Applicable n TUES /THURS ROUTING: Please Route E No further Review Required Ei Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -24 -98 Approved El Approved with Conditions Ell Not Approved (attach comments) El REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions El Not Approved (attach comments) El REVIEWERS INITIALS: DATE: Rerm�i- Ccord Ca1i PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER J1Lq'?. OJ DATE PP lg. cr7 Piotcj1. =inn 'Re-am( no Na it PROJECT NAME DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS FIRE PREVENTION STRUCTURAL fl PLANNING DIVISION PERMIT COORDINATOR S DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE it`Nt 17 (31 ay COMPLETE NOT COMPLETE It Ptnci NOT APPLICABLE 0 COMMENTS Le i i Ie+e cppliati-ion P TUES /TSURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED C� ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE* cif APPROVED n APPROVED WI CONDITIONS a NOT APPROVED (attach continents) 11 REVIEWERS INITIAL DATE i � l CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS IEVTEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) 0 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /9/92" PLAN CHECK/PERMIT NUMBER: PROJECT NAME: /14.9 'pSe P'7'9i =- PROJECT ADDRESS: CONTACT PERSON: 6"o4 5 /i9 ' r • '4/97_x2/* Dh")NV7 4994 PHONE: -v6" / ".'674i.s'_ REVISION SUMMARY: r!AN /mac GV4 4-- SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 'ui c..vel r 71111V s°tarveir vri RP (ATV OP TUKW/LA MAR 01 1998 penmir CENT �`. ER CITY USE ONLY B/d • . Plannin Fire Public Works -- ULIACI1 10 DISPi.AY G!H•IIFICAIt:'�•; ineaii�:s- 'e:•.: =Y.%•` .�.ILu�...�u� %s:s_�aG"- w %ice -a�ari ^�3'•^'-'-- =l.n f riE DEPARTMENT OF LABOR AND INDUSTRIES ti rn ∎. THIS CERTtFULS THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A S z • XC -}--� L - - '+ o i '; .p i ri 1; mr,: be F625.052-000(3-02) . �..t .i fikl ..giA{KONNOre,5 1: -.1cA cmriA oei°Art • • 'rrr,-..r-tr yr r,'i C ti STATE OF WASHINGTON •L7 i-4. v. 1 ,i r.� I• LTN—CONSTRUCT I ON INC. 12556 .35TH- AVE, 'e E SCATT L.E i,'A 9.5125 ✓. ..r .r. :.f i. Ol•W. 1 • O DIS' •'I CE'TM'FICATE