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HomeMy WebLinkAboutPermit 0154 - City of Tukwila - Minkler ShopThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 154 City of Tukwila — Minkler Shops 600 Minkler Boulevard RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 2 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. JOB ADDRESS 600 Minkler Blvd. DATE 10 .,---- 1 LEGAL DESCR. LOT NO. BLK TRACT f SEE ATTACHED SHEET) OWNER MAIL ADDRESS ZIP PHONE z City of Tukwila 14475 - 59th Ave. So. 98067 Ch. 2 -2177 CONTRACTOR ? MAIL ADDRESS PHONE 774 ■4185 LICENSE NO. 3 Wilcox Construction, Inc. P.O. 540, Lynnwood, Wa. 98036 ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. Manson Bennet 1411 Fourth Ave. Building Seattle 98101 TL 663 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 Olsen Ratti LENDER MAIL ADDRESS BRANCH C- 319 -7592 USE OF BUILDING City Shops' 8 Class of work: (R NEW O ADDITION • ALTERATION 0 REPAIR • MOVE • REMOVE 9 Describe work: Construct repair garage, offices, and access road with underground utilities. 10 Change of use from Change of use to 11 Valuation of work: $ 205 t 000.00 PLAN CHECK FEE No Fee B "4P SPECIAL CONDITIONS: Typo of Const, III -N Occupancy Group E Division 4 Size of Bldg. (Total) Sq. Ft.7 r q.80 No. of Stories 1 Max. Occ. Load 37 Fire Zone III Use Zone C -M Fire Sprinklers Required Ayes yes U No APPLICATION ACCEPT D B ( !, C PLANS CHECKED BY. (" CVAr1 � -‘--- APP ED FOR ) ISSUA E a : , /] No, of Dwelling Units OFFSTREET PARKING Covered SPACES: Uncovered --- NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM• MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, Special Approvals Required Not Required Approved ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) FOUNDATION FRAMING FINAL SIGN' 4 ' I • OWNER (IF OWNERS i ii — II cr .7 S ONATURE •R AUTHORIZ 0 GE T (DATE) BUILDING PERMIT Applicant to complete numbered spaces only. CIT( OF TUKWILA BUILDING Pli MIT 14475 59th Ave. So. / Tukwila, Washington 98 BUILDING PERMIT NO. N° 1.541 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION cK. OCCUPANCY PERMIT REQUIRED M.O. CASH legal description AGREEMENT DATED AS OF THE FEBRUARY, 1972 . BETWEEN PUGET WESTERN, INC. AND CITY OP TUKWILA • That portion of the Northwest quarter and the Southwest quarter of the Southwest quarter of Section 25, Township 23 North, Range ki East, W.M., in King County, Washington, described as follows: Beginning at the West Quarter corner of said Section 25; thence South 02 °22'20" West along the West line of said Section 25, a distance of 1319.75 feet to the centerline of P -17 Drainage Channel, which Channel continues South 88 °12'32" East to ter - minus at the Westerly margin of Christensen Road; thence South 88 °12'32" East along the centerline of P -17 Drainage Channel 267.55 feet to the TRUE POINT OF BEGINNING; thence North 01 °47'28" East 51.00 feet; thence South 88 °12'32" East 254.00 feet; thence North 01 °47'28" East 461.42 feet to the South- westerly margin of Christensen Road; thence continuing along Christensen Road South 44 °38'35" East 173.59 feet; thence Sou t .a(,Z, 66 °44'35" East 229.44 feet; thence South 01 °47'28" West feet; ..o Road 6, h 0 4145 Wes 154* 40 e ; henre -tA uuth -/*°°2 ^3 s" Wes rasip6r4 t4^ eete, , oche cen outhw4 -flee ; theaee utheA4R ^-1434-2.,44.Wes »1.8 4-. .1-8 ee ; hemce No h-8 iii6 904eet bilerrere thence North 88 °12'32" West 3.546;&8 feet; thence North 01 °47'28" East 21.00 feet to the TRUE POINT OF+B•EGINNING. (S9-tt?.0.) vicinity map sections sections warehouse area no 1 roof framing plan mezzanine floor framing plan foundation plan foundation plan tilt up panel connection details wall column typical detail for location of footings at corners footing schedule roof framing plan floor framing plan section a section b sections sections sections custom furniture rental building BULKHEAD alinement plan custom furniture river bulkhead OCT 24 1972 CITY OF TUKWILA JOSEPH J. MILLEgiAN & ASSOCIATE*, INC. I CONSULTING ENCINEERS sections JOSEPH J. MILLEOAN ASSOCIATES, INC I CONSUL `'ISO ENOINEEAS STRUCTURAL NOTES: Code: Uniforn Building Code (U.B.C.) Design loads: Equivalent Fluid Pressure of 67.5 pcf Cedar Logs: F -b A 1200 psi, Horizontal Shear • 75 psi, Compression perpendicular to grain in 295 psi Douglas Fir Wafers: a) Graded in accordance with West. Coast Lumbar inspection Bureau's Grading Rules No 16 b) Pressure treat sith creosote oil conforming to Federal Specifications TT-C650 or TT -C645 Miscellaneous Steel: Tie Rods, Plates and Drift Pins - ASTN -A$6, fs - 20,000 psi Chester La Lindsey Architect Metropole Building Seattle, Washington, Gentlemen_ 1 aLSPPCUN! N 4 -'l4QI NEIL H. TWELKER & SSOCIA CONSULTING SOILS ENGINEERS 98104 Attention: Re: October 18, 1972 OCT 191 CHESTER L. LINDSEY ALASKA TRADE •UILDII$8CHI SEATTLE. WASH. V8101 Mr. Jim Light Foundations for Proposed Custom Furniture Warehouse Project, Tukwila, Washington At the request of the Harold Hill Construction Company we have reviewed subsurface information obtained recently for the Custom Furniture warehouse project, Tukwila Washington. We present herewith a preliminary report of our findings and conclusions. Site Deseri tp in The project site is low -lying alluvial ground oca Ce �ietween the on -ramp for Interstate Highway 5 and the Dhwamish river. Summa 3 - of Soil Conditions Three test borings have been drilled i n t the past t re weeks, aisclosing a soil formation consisting of alluvial deposits of the Duwamish River. Four principal soil units have been encountered and are described as follows: 1. An upper unit of top soil approximately 18. inches in thickness. 2. An underlying unit of loose silty fine sand ranging in thickness from 5 to 9 ft. 3. An underlying unit of soft organic silt and /or clay ranging in thickness from 4 to 1 ft. 4. The lowermost unit encountered consists of a dark gray medium coarse sand in a dense state. It was encountered to the maximum explored depth of 34 ft below existing grade. floor plan site plan fixture schedule floor plan floor plan T01 ENO OF VIM LL AT TOP OF .'i SLOPE - -- EXISTING. DEAD wily. 10' -C," ON CEN TER . CHANGE IN BULKHEAD EXIST /NG &ROVIJ SOkFACE, VtI 'IES, ,M1,N/MUll ELEW Ti(N Ee. :E'M'T i N 17.0', FIN/5NE L) EL F`/ /- 71c�/�1 /6.C? 2 - DIA &AC'S • L✓: TH I \1N/MUM NOTE: !. EAbMAW DIMENSION'S ARE Ail iv Al (JV I C UNC/ & TE MAW /3E P©UJ'El) 1DIRECTLY INTO EXCAVATE HOLE, NO ORA1/ <a PEQU/RED. .SEC T1UN A CONCeE; ENC .SEM AdT 5 MAXIMUM 1 CLEAR 3 E,L c H 'NAY & " LKHE 1 4 E . 5 ECT I OI V • ■• hyy .y t*II4•1i`0s ?Y. iJY..w.Y=M...i. UN Tgi i rE0 C f L)AR POI-E5 // %M +�:' ;,`� :c � � U� Ta e4: LI'(EDE d8. UN t Ti ilAR) POL S sr, 47 By S /bE THE • LgN6n4 OF WALL. S' -o" M4111M 7 , MAXIM tiPei a= APPIec rIMATE Exi 5 70/ SLR VAk S 10 .4 3 ....w ..r•- �,..... TIE BAPS • 1 SELECT PIT low (GRANULAR) Fitt,. FR &E DRAINING I rOcIA . i r u Mw.... w -. .rr. ,,.-• ..•. .••••••• s.. •••• .{p.... .,.... �.{.�..tir {� • th. i iiT•z :/1v lci,o 1 N. 1 00 ELEV/ i is::; //O I �> 2:4A1/ : ?' E ' L. 0 AI FOE; FLit r fvA4 Y T HT CH//i GS IN f;Lii i 1':14 V"T. /� !Our " DCUr - Lr1 /500 f (TPA DF 7/ // :=i A y S E ; . }_' .. `.J/ Ei` (::.':`,r:'i� r t r>; •1 :E ;1; • � NJkA'AL +V�!t•1' 4C /E... £L .. 11 (� ; �CI...EAk; . r' �►� -a .. ...n.. a c.'..'.,.— - '-W r: -• `. 011 tJr.'vP. - .CSC- '+f�eR^G•�O'wL.:.t M4.9r " 01A. x�4" . &A . PIN. miry, a LEN (.2.71Y LOc..ATT AT CENTEk OF ✓c ^'`' �.4 r t=LDF STRUCTURAL NOTES / 6 . 0 " ' /141311141.0.M x di 1 6 1 E , , • 11 • Code: Uniforii Building Cod* Ili.@.-C.E Design Loads: See P•essure Diagrj$:: Cedar Logs!. F - b R 1200 psi, iirac i zont i :l1 w 'o #79 i -r Compression parp•cg#liculaii" to gr*i* Concrete: f'c - 2500 psi fc 1125 psi Minimum of 5} sacks of cement per cubic yitir5t IP.' Reinforcing Steel: /ATM A615 Grade 40, fs - 20,000 psi • Miscellaneous Steel: Tie Rods, Plates and Drift Pins - AS'lW-4 6:, All welds shall be 3/16" continuous, fi l! t welds. NT ,- o4 otherwise. gelding shall be per f omed by coti l: if i eci .vowickels . 4g : +war coated electrodes Clean welds and metal and shop paint not ;''let +, with one coat of approved zinc cltr+ao to price: ' e s, i • .r- w t f• ~ (A4— V % /f 1 ZED STEEL < 7 A'EALI I> AT EXPOSED A E.. e k E #A AT ;AJ rE INC; ,�I u,, { , J_ 7O -k" DiAik).FT - 1 Rt P'RoVIL .,70 pt W64,0 1 e. FU; , - w / L i7' %" / ;f,L /v , .'TEF; BA • .,; • S. • — 4 • v y . 4 T _ • MINIMUM EMBEDMENT ;81 BELOW E'X ISTJNr� GJQC'Ni,.), .:. — TYPICAL CAL -�, 3-* S 5t,1/c 5 " EAC.H WA'" 71'.1Ir1 LOG. IC :14 i fl! ;r; i POLL.. 8E:V/NC.J ATE TIE R't,1D mulct o •,1,; 't - 9 • 7 e xf • • w. first floor plan general notes Chester L , Lindsey October 121 1 72 l'a�e On the basis of the studies we have performed, we draw the following principal conclusions: 1. The upper 5 to 10 ft of the soil formation (below the existing top soil layer is of low compressibility and low -to- moderate shear strength. It may be relied upon for support of moderate structural loaq.s by means of spread footings. 2. Bearing pressures of 2000 paf may be used for spread footings within the silty fine sand unit. These should be placed as high as possible within the silty fine sand unit or in compacted granular fill, as construction circumstances may dictate. Strip footings should be designed for a minimum width of 24 inches. 3. The soil formation which underlies the silty fine sand is of low shear strength and moderate compressibility and will undergo settlement estimated at 3 to 5 inches under the loads proposed for car deck fill and live loading of the warehouse, 4. Settlement following construction of the building can be greatly reduced by application of a surcharge loading prior to and during building construction. A number of alternative schemes are presently being studied for this purpose; the results will be forwarded to you upon completion. We shall be pleased to provide such additional information or advice as you may require in completing foundation design. Our final report containing geologic sections and specific alternative schemes for surcharging of the building area will be forwarded within the next wee NHT:acm cc: Harold Hill Const. Co. Very truly yours, NEIL H. TWELKrR & ASSOCIATES Neil H. Twelker first floor plan second floor plan handrail stair plan finish schedule