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Home My WebLink AboutPermit 2867 - Benaroya Company - Silo{ BLJ1LDING P ERMIT TUKWILA THIS ERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING PERMIT NUMBER ;2 (P6 17 Control Number 84 -178 Job Address 17550 Southcenter Parkway Tenant /Owner Silo Date of Issuance 7— A,r -- g SL Description of Work Addition /Remodel- Retail Legal Description E Attached Property Owner Jack A. Benaroya Co. Address 5601 Sixth Ave. So. Seattle, WA 98108 Phone 762 -4750 Engineer /Architect Lance Mueller & Associates Address 130 Lakeside Seattle, WA 98122 Phone 325 -2553 Contractor Baugh Construction Address 900 Poplar Seattle, WA 98114 Phone 447 -2000 Authorized Agent License No. 223- 01- BA- UG- HC -376N0 V alue of Work 205,000 Fire Protection C29 Sprinklers D Detectors Use Zone C -2 Type of Construction III -N A#p1, =4kx*,0*(16a4 Issued By: Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. il 1st F1. 72,542 Whse 60:980 B -2 203 P.C. 452.00 5 -16 0921 2nd F1. 4.950 _Retail Office 11,462 4,950 B -2 B -2 382 49 Bldg. Demo. 695.00, ' Bond Total 77.492 Tot. , Tot. 634 Total 1.147.00 , 7'7392 Special Conditions Approved for Issuan NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 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 PROVI S OF ANY OTHER STATE OR LOCAL LAW REGULATING CO +___ TION OR THE PERFORMANCE OF CONSTRUCTION. Signature of Contractor or Authorized Agent. Date ►Zvt� $4 INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Rebar Footing Fdtn. Slab Frame Wall Bd. Dept. Approvals Req'd Insp. Date Planning Div. Health Dept. Public Works Dept. Plumbing Electrical tert. olccupancy FINAL APPROVALS: Fire Dept.. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 V ) C t `JP:/61 e V , -7 /LY rye- 17 -- 17yLLb i -7 0 4 1-75c20 ow-aual, PARKWAY .PLAZA NORTH ,Legal Description • That portion of the southeast quarter of the southwest quarter and of the southwest quarter of the southeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, King County, Washington, described as follows: Beginning at the northwest corner of the southeast quarter of said Section 26; Thence South 87 °55'02" East along the north line of said south- east quarter of the southwest quarter a distance of 140.16 feet; Thence South 01 °12'25" West parallel' to the west line of said southeast quarter a distance of 490.00 feet; Thence North 88 °47'35" West a distance of 738.90 feet to a point on the easterly margin of Southcenter Parkway; Thence North 11 °59'33" West along said easterly margin a' distance of 7.73 feet to a point of curvature; Thence continuing along said easterly margin, along a curve to the right having a radius of 919.37 feet an arc distance of 210.78 feet through a central angle of 13 °08'08 "; Thence North 01 °08'35" East along said easterly margin a distance of 285.11 feet to the north line of the southeast quarter of the southwest quarter of said Section 26; Thence South 87 °55'53" East along said north line a distance of 625.20 feet to the west line of the southwest quarter of the southeast quarter of said Section 26 and the true point of beginning. TOGETHER WITH the following described parcel of land: Beginning at a point on the south line of the above described tract which bears North 88 °47'35" West a distance of 90.00 feet from the southeast corner thereof; Thence South 02 °04'07" West a distance of 95.00 feet; Thence North 87 °55'53" West a distance of 205.00 feet; Thence South 02 °04'07" West a distance of 40.00 feet; Thence North 87 °55'53" West a distance of 20.00 feet; Thence South 02 °04'07" blest a distance of 100.00 feet; Thence North 87 °55'53" West a distance of 26.00 feet; Thence South 02 °04'07" West a distance of 28.00 feet; Thence North 87 °55'53" !lest a distance of 89.00 feet; Thence North 02 °04'07" East a distance of 258.00 feet, more or less, to the south line of the above described tract; Thence along said south line South 88 °47'35" East a distance of 335.00 feet, more or less, to the True Point of Beginning. r" ,BUILDING PERMIT TUKWILA THIS ERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING PERMIT NUMBE Control Number 34 -178 Job. Address 1x,50 6o theenter Parkwv Tenant/Owner Si to Date o f Issuance 7.. ,‘.y _ :1/ - Description o or A(Ir_1 +t1on /kemodel- Reta'i 1 Legal Description Attached Date •roperty owner Jack A. Benaroya Co. 'd,ress ,)c, ,• , }►41• "VL' • Seattle, WA 98108 Phone 762 -4750 Engineer /Architect 1 Lance Mueller & Associates Address ,.s +., LaKi ""ae t. Seattle, i411 9�3i2c Phone .. ; -,25 3 ,i2J > >:, Contractor Baugh Construction Address --uu t- opiaaitr Seattle, WA 98114 .Phone 447 -2000 Authorized Agent License No. 22;3- 01.- BA- �UG- HC-376N0 Value of Work ' )5,000 Fire Protection Use Zone C -2 Type of Construction III -Ni App1:,Accepte'dzB Issued By: n Sprinklers r7 Detectors ize o Init or :ui 'ing ses q.Ft. Occ. scc. Loa • Fees Amt. Date Rec. 1st F1. 72,h42 Wise 60,J80 0 -2 203 P.C. 452.0c 6 -16 0921 2nd Fl. 4,950 Retail 11,462 0-2 282 Bldg. 6)5.0c Office 4,95() B• -'-: 40 Demo. PSI f hi. 9 6.-.....7.-62-1-C, 7 Bond 4.4","' ' +41 1 Wp,.t,Z 4, CL2 Y -139 Nisi L( vk G, ✓IAA Y -00/ Total 77.492 Tot. 99,392 Tot. 634 Total 1,1.47.00 , Special Conditions Type Insp. Date Notes Setback Rebar Footing Approved for Issuance y , ; /-) -- NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORKOR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 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. Signature of Contractor ,or Authorized Agent, Date • !`t FINAL APPROVALS: may- Fire Dept.. '5l Date Bldg. Offi Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Rebar Footing Fdtn. Slab Framed % /d si- a.:. PSI f hi. 9 6.-.....7.-62-1-C, 7 Wall Bd. 4.4","' ' +41 1 Wp,.t,Z 4, CL2 Y -139 Nisi L( vk G, ✓IAA Y -00/ Dept. Approvals Req'd Insp. Date Planning •Div. Health Dept. Public Works Dept. Plumbing 6--X' Electrical 67 Cert. of Occupancy ,,,1,4 ,, i :INSPECTION REQUEST P.ermi t 414 Date Tenant: Time 5.; f 15 Address: /7575 a Date Wanted: GJ- --,2-7 Contr. or Owner Type of Inspection Taken By :INSPECTION REQUEST. Date Time. Contr. or Owner Req. By '7�t w'vXn�mmu ±.mro•.v,�rY •. rm*+. Y. faiJtt4X V5gYM. nf. 5by1'. �a..+ .t>w�svw•nwev.uassa.a•Y+u>.va_. ac.ol..> m....> n, r.....w- .....>........,vew...ve Permit No. • . 867 CITY OF TUKWILA Building Division 6200 Southcentor Blvd. Tukwila, WA 98188 433 -1845 n Date 31�" Job Address /7fJ -' S-0 Psi CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. Signed Building Official/ INSPECTION REQUEST Type of Inspection Per not # Date Tenant.!G'c: Time :Address: 7S:to . — C /, Date Wanted: .a.m. o: Contr. or Owner Req. ;By`. Taken By Permit Tenant Address: Date Wanted: Contr. or Owner Type of Inspection.. f) c() INSPECTION REQUEST Permit # ke' . Tenant Time Address: l)d r('-c-0 f C � w7 Date: Wanted: g--/a- Contr. or Owner. Type of Inspection Permit Tenant S; (tea 'lime • Address: Date Wanted: '� / 3 a.m •p.m. Contr. or Owner ,,6� Type ■f Inspection INSPECTION REQUEST 214'17 Date eta INSPECTION REQUEST Permi t (v %/ Date •1?-- Tenant '6 Sc? Time Address: C ��CC�✓y Date Wanted: ,P —/ O —cer CaT.m;) p.m. Contr. or Owner Type of Inspection Taken By Permit # Tenant 7 /(ia Time Address: 5C 7KA Date Wanted: r-- r Contr. or Owner 5y�fvLy� Type of Inspection V/eI��. / UL('y' Taken By INSPECTION REQUEST ' Date Tenant : :j c2 Time /f 'Sj c). Address : ' /Po</ Date Wanted: a.m.. Contr, or Owner g Type of •Inspection Taken %JO GeoEngineers Incorporated (206) 881.7900 P.O. Box 6325 2020 124th Ave. N.E. Bellevue, WA 98008 Jack A. Benaroya Company P. 0. Box 80326 Seattle, Washington 98108 Attention: Mr. Robert H. Fehnel Gentlemen: June 8, 1984 Consulting Geotechnical Engineers and Geologists RECE!`, "r. CITY OF Tlrhvvf• !JUN 1 1 1984 BUILDING DEPT. Foundation Construction Monitoring Jafco Warehouse Addition Tukwila, Washington File No. 225 -13 This letter presents our evaluation of exposed bearing soils and our recommendations for preparation of the bearing surface in footing excavations for the addition to the Jafco Warehouse in Tukwila, Washington. We have provided two previous letters outlining recommendations for foundation and slab support with estimates of corresponding settlements. These letters are dated April 10, 1984 and May 21, 1984. We visited the site on June 6, 1984 to observe subsurface soil conditions. At the time of our visit, excavations had been made for new footings at Column Lines 14 and 15 along the existing Jafco building wall at the north end of the addition. A utility trench had also been excavated roughly parallel to and 15 feet west of the west building line. The bottom of the trench was approximately 2 feet below footing grade. We probed the bottom of the footing and trench excavations, dug hand excavations (each approximately 1 foot deep) and probed below the excavations. For the most part, our probings and explorations encountered a relatively uniformly compacted, medium dense Jack A. Benaroya Company June 8, 1984 Page Two granular fill, as described in the Dames & Moore report. Water was present in the footing excavations adjacent to the Jafco building. Ravelling of the sides of the footing excavations had occurred and the base was covered with softened, disturbed soils. For the most part, the utility trench was dry. An occasional soft spot was observed with the remnants of a sand "boil" also in evidence. This sand boil appears to have developed during the original filling of the site. The fill soils exposed in these excavations are consistent with those reported by Dames & Moore. The soils will, in our opinion, provide satisfactory support of footings as designed. Minor remedial work will be required at some locations. In areas where water is encountered in the foundation excava- tions, we recommend that excavation extend below footing grade to permit placement of a backfill of clean, crushed rock. The depth of overexcavation needed should be determined by our representative on a case -by -case basis. Overexcavation and replacement of localized zones of soft fill in other footing areas may also be necessary. In general, protection of footing excavations where water enters the excavation will require a minimum of 6 inches of gravel. Repairs of soft areas could entail excavation to as much as two feet below footing grade. It is essential that a timely sequence of excavation, bearing surface preparation and concrete placement be maintained. If the bearing soils are left exposed to seepage, accumulation of rainfall or construction activities, additional remedial work will likely be necessary. Therefore, the contractor should keep us advised of his progress so that we can examine the prepared footing excavations promptly and the footings can then be poured. RECEIVED CITY OF TUKWILA 'JUN 1:1 1984 BUILDING DEPT. GeoEngineers Incorporated T. Jack A.Benaroya Company`:..`; June. 8, 1984 Page. Three If you have any questions concerning this letter, please contact us. r, /. ,.... -.� ,r y, T (/T; (0 V r wAsk \�( = AA Q• �,° tio;,x<6 G gineers, nc. AT ':4, 1 +.. dell 444 ck K. Tuttle 1CO,c, caisTr'.av °�Z► resident TFSSIONAL t-oid PC • JKT ds -2sr 04vo/ Yours very truly, Three copies submitted cc: ✓City of Tukwila Building .Department 6200 Southcenter Blvd ,WA 9 8188 Attn:, .Ms. Lorraine,Cronk . CITY OF TUKWILA (- PERMIT NUMBER ( CONTROL NUMBE•hjg _/ 7 CENTRAL PERMIT SYSTEM - ROUTING FORM 72 TO: 0 BLDG. ❑ PLNG. P.W. Q FIRE ,(] POLICE ❑ P. & R. PROJECT -s )Lo ■ -TN C_ ADDRESS 1 755 ° 5- C• /�/f � DATE TRANSMITTED RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS 'IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: .Maintain full sprinkler protection throughout, including under stairs and T'In- Rack" 1) er sprinklers if solid rack shelving is to be used. Submit F.M. approved sprinkler Qdrawings to the Tukwila Fire Marshal for final acceptance. 2) 0 Provide two addi.tyional personnel exits as shown in red on the drawinds (Sheet A -2). 3) xa Install thirteen 2A -10B:C dry - chemical extinguishers and twelve 2 'k gallon pressurized water extinguishers. 4) 0 Maintain all EXIT markings & exit door hardware per UBC & UFC requirements. 5) x❑ All wall covering materials shall meet a Class III flame- spread rating.or shall:be ❑ fire- retardant treated to meet Class III (Minimum). 6) cri Insure that an adequate quantity of electrical outlets are provided (especially in ❑ the sales and display areas). Future use of extension cords will NOT be allowed. • 7) 151 / Submit details of the S.W. corner configuration. -Also submit details of storage racks:& the layout tpf the warehouse. Additional exiting problems may be generated due ❑ excessive travel distances (200 feet, max.). S)❑xc Maintain UL listed central- station monitoring of the sprinkler sysrem. D.R.C. REVIEW REQUESTED 0 • PLAN CHECK DATE • 6 -[L -AL PLAN SUBMITTAL REQUESTED ® (Sprinklers, COMMENTS PREPARED BY �,1. .f-j�• racks, layouts). . PLAN APPROVED .;;E3 (As noted) . C.P.S. FORM 2 CITY OF TUKWILA PERMIT NUMBER CONTROL NUMBER CENTRAL FERMIT SYSTEM - ROUTING FORM TO: (] BLDG. PLNG. 0 P.W. (J FIRE 0 POLICE 0 P. & R. PROJECT / 'PA-le_Kw y pL41-,-z- ADDRESS /?Ssa SC- PA's.,.. W A DATE TRANSMITTED /l 227 RESPONSE REQUESTED BY /4k-if,244) C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCE&N IS NQTED: 0 . 0 0 0� 0 0 0. :0 0 .0 . 0. 0'. 0. 0 0 D.R.C. REVIEW REQUESTED 0 PLAN SUBMITTAL REQUESTED 0 PLAN APPROVED PLAN CHECK DATE COMMENTS PREPARED B C.P.S. FORM 2 . CITY OF TUKWILA 1) CENTRAL PERMI•T SYSTEM - ROUTING FORM PERMIT NUMBER CONTROL NUMBEh 7:2 S .4. 2- cI2 TO: J BLDG. 0 PLNG. 51i P.W. M FIRE 0 POLICE El P. & R. PROJECT 5 I L D ,Tn c_.. ADDRESS (755 0 5 C. PA-14- 7 • DATE TRANSMITTED RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: .Maintain full sprinkler protection throughout, including under stairs and "In- Fack" sprinklers if solid rack shelving is to be used. Submit F.M. approved sprinkler drawings to the Tukwila Fire Marshal for final acceptance. 2) 2 Provide two additional personnel exits as shown in red on the drawinds (Sheet A -2). 3)E3 Install thirteen 2A -10B:C dry - chemical extinguishers and twelve 2 li gallon 0 pressurized water extinguishers. 4) x0 Maintain all EXIT markings & exit door hardware per UBC & UFC requirements. 5) E3 All wall covering materials shall meet a Class III flame - spread rating or shall:be Qfire- retardant treated to meet Class III (Minimum). 6) EE Insure that an adequate quantity of electrical outlets are provided (especially in 0 the sales and display areas). Future use of extension cords will NOT be allowed. 7) II Submit details of the S.W. corner configuration. -Also submit details of storage racks;& Qthe layout of the warehouse. Additional exiting problems may be generated due Qexcessive travel distances (200 feet, max.). 8)l Maintain UL listed central- station monitoring of the sprinkler system. 0 Q 0 Q Q D.R.C. REVIEW REQUESTED 0 • PLAN CHECK DATE 6 -4 -A4 PLAN SUBMITTAL REQUESTED Q (Sprinklers, COMMENTS PREPARED BY racks, layouts). PLAN APPROVED E1 (As noted). • C.P.S. FORM 2 Control Number g 7' -/ 7 _ BUILDING DEPARTMENT CITY of TUKWILA APPLICATION FOR PERMIT 6200 SOUTHCENTER BOULEVARD • TUKWILA, WASHINGTON 98188 433.1849 RECEIVED CITY OF TUKWILA NAY 16198Li BUILDING DEPT. DATE I& rY ^I 113 /5'� Q JOB ADDRESS . `PI W I C� � ' etAze . J 11-10A) LEGAL DESCR. LOT NO. BLOCK TRACT ❑ SEE ATTACHED SHEET / , ._� OWNER _ l�44 PHONE? 42._, 479) �T" ! 7 `� L GjQ� ADDRESS 56,0 I °-� Au{ SIB 1� a��K/ `'►� /7//d 6 ZIP( CONTRACTOR '1 a�-. 9 PHONE 447 too ADDRESS 4De3 QVA V f�• V ZIP e9 / f4 LICENSE NO 22.3 --0) �+ �A- uh- -37 B I DING BUILDING USE j3- 2 -ltL TENANT Sl tQ CLASS OF WORK ❑ NEW '! ADDITION ailkEMODEL ❑ REPAIR ❑ OTHER (Specify) BLDG. '' " 4 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION AREA�:�t� jai e) PUBLIC WKS. A TOTAL 7 7 ?9y-- loci mil`_ NA OF APP ICANT (P ASE PRINT) - � VG • DDRESS A & 4All' l J SgAIEP. I (UAI /8 /7t/- PHONE 5Z5 --7.S73 COMMENTS: I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. 'Or // �' • ;._' ./ _. �_�_. ' IGN • URE OF APPLICANT / 1�s DO NOT WRITE BELOW THIS LINE • TYPE CO/NST. GROUP k„, OCC. LOAD K�� -.�0�9 •,(O .34:1- USE ZONE iUT. SPRINKLERS REQ. I 1r YES ❑ NO . ❑ DETECTOR YES [] ND ,� /V ,LOCC. L/ ,, a PLAN RVW. PLANS: SENT RETURNED ' APPR• .- -100. FEE DISTRIB. _ -er.r./ LO 11" B I DING L ,S,£r 50,E PLAN RVW. FIRE DEPT. DEMOLITION PLANNING/ SEPA BOND OTHER PUBLIC WKS. A TOTAL Bldg..Div4 ,,�,� I': .• . leWat t # COMMENTS: BP: E--�■ iru— 1P.rI# E-' =�111111 • PC: g ai Ma •