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Permit D96-0108 - ALLIED INTERNATIONAL EXHAUST - STORAGE RACK
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: 352304 -9097 Permit No: D96 -0108 Address: 1165 ANDOVER PK W Status: ISSUED Suite No: Issued: 01/03/1997 Location: Expires: 07/02/1997 Category: ACOM Type: DEVPERM Zoning: C -M Const Type: Occupancy: WAREHOUSE Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor Licence No: OCCUPANT ALLIED INTERNATIONAL EXHAUST 1165 ANDOVER PK W, TUKWILA, WA 98188 OWNER WAREHOUSE PROPERTIES ASSOC Phone: (206)775 -9127 300 ADMIRAL WY, EDMONDS WA 98020 CONTACT THOMAS JONES Phone: 206 575 -1425 1167 ANDOVER PARK WEST, TUKWILA, WA 98188 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL RACK STORAGE IN EXISTING WAREHOUSE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 54.00 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: . Date L— a- -qD---- 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 perm L a r 3 � r Signature: Date: J �. Print Name: 'gym SOne3 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. Address: 1165 ANDOVER PK W Suite: Tenant: Type: DEVPERM Parcel #: 352304 -9097 *• ** *•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•k k ** k k *•k* k•k* 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 records,, and:apprroved plans shall be available at the job.'site prior to the start %of any con- struction. These`sdocurnents are to be maintained and avail- able until fin ai'i'nspect,ion approval is granted.s,: 3 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) 4. Validity Of 'Permit. ,'The .issuance:.•;of a permit or approval;•>of plans; ,r specifications, and :computations shall not be .;,con -; strued to>,b.e a permit for, or an approval of, any violation of any of the provisions of the building code or of any other 'ordinance` of the - jurisdiction. No permit presuming t givle',authority= to violate •ori'cance,l the provisions of this code'sha l l be, valid.— CITY OF TUKWILA Permit No: 096 -0108 Status: ISSUED Applied: 12/23/1996 Issued: 01/03/1997 CITY OF''1KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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/Te nt 14.,t e i c vi4a.it c ❑ Multi-family LrJ Warehouse ❑Hospital Y P ❑ Motel /Hotel ❑ Office ❑ Other Value of Construction: Site �to3 �vl aOUt°V ❑ Multi- family L7 Warehouse ❑Hospital ❑ Motel/Hotel ❑ Office ❑ Other 114 to � T 3 1 Number: Y -"Cie, Na W. 1.1 Propert � ner: I � a 14se Pp e! sit S tilS /Zip: EE77 Z�— Phone: 3z9. 77 J. Street Addr . J ._twit - ' - • .�._ Fax #: (� CqL 1 vlf714404S ZgKL°S 4 Phone:C��.? c —, VZ Stre t ddres ti Ik Vic (Ai IIC �t RJP: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: EngineeUM J Pho e 5 c_/ 6 -7 1 Street Address: Zzz s7 LA) , t State /Zip: '7 3 'z._ Fax #: 7�r., 7 s - t a C� Description of work to be done: , in 0,1 \ Rack_ c rrq c n kie-tin waraho( Existing use: ❑ Retail Restaurant 9 ❑ Church ❑ Manufacturing ❑ School/College /University ❑ Multi-family LrJ Warehouse ❑Hospital Y P ❑ Motel /Hotel ❑ Office ❑ Other by: (initials) Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University r ❑ Multi- family L7 Warehouse ❑Hospital ❑ Motel/Hotel ❑ Office ❑ Other Will there be a change of use? ❑ yes Ufno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? Lf7 yes ❑ no Existing fire protection features: l.Cl sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /51 0 v existing Area of Construction: (sq. ft.) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes Wno 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 Est. quantity: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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 fee 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. 5c2-4 Date application accepted: Date application expires: Application to by: (initials) I a - Q3 -Q LO Cv ^ a3-Ti CTPERMIT.DOC 7/9/96 ALL COMMERCIAL/MULTI -FA Y TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MUSE SUBMITTED WITH THE FOLL ING: ➢ 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 ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ 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) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 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 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 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; identify 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). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ 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 application. 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 contractor has been selected at time of application a copy of this license will be required before the 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 PEAdURY f'Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUl ING N R OR OWED AGENT: Sig ature: Date: / _ Z 3 "- 9A„ Print name ' ko Q S 7: -7:3 Kt.5 Ph e s.-.... iq Z j #: Fax #: Address j (p — L& v ev ' Q. V1 It) I '6i t Z „LLlQi Q CTPERMIT.DOC 7/9/96 k**** ***,1f * **4c* * **A* * * ** **** ******* ** ** *** * *•k'k ****k*** * * ** * ***+- CITY OF TUKWILA. WA. (n - TRANSMIT * * * * * * * * * * * * *•k * * * * ** • * **``��xx✓ *+l*�t-9C **********************k**** CITY TRANSMIT plumber: R9600523 Amount: 54.00 12/23/96 15:49 Payment Method: CHECK Notation: ALLIED INTERNATI Init: SLB Permit No: D96 -0108 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 352304 -9037 Site Address: 1165 ANDOVER PK W Total Fee=: 54.00 This Payment 54.00 Total ALL Pmts: 54.00 Balance: .00 ** * * * * * * * * * * * * ** * * * *k * * * * * ** ** **A ** * * * *** * * * * * * * * ** *A * * * ** * * * * ** Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Amount 30.00 19.50 4.50 • 5816 12/24 9617 TOTAL ` 54.00. City of Mi ila Fire Department Project Name Address TUKWILA FIR! IMPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Rre Chief Permit No. 1)411--0,/08 fil C ,„ 7N iiO4J4/ &N4-ST r • XRetain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature D to FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 -4439 INSPECTION NO. 1 INSPECTION RECORD Retain a copy with permit rc.„ r.> PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . V 6300 Southcenter Blvd., #100, Tukwila, WA 9818; j-P4 (2061431 -3670 Projeg ( ( l Q 0 T 14-4- Type spe-61iq wVk- t' / w Address :iI (vs. 1416610 AV i. ` Date called: 1 z...5 cm Special instructi�o,,ns: j� 2 7z✓ • Date wanted: 1 � 24 6ii . Requester: ` Phone No.: 5.- s- 142,,,,,_ Approved per applicable codes. Corrections required prior io approval. 4 $ 2.00 REINSPECTION " EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: ._ ^�?Sr.v�r1.$ _ns•dtYw�� Skeb lr:i.r.se2 f40.b14`NIC .+t410�.ceaSt..,igt. rrt.<L•..:.e ........W._ :x.R..a, ;.. , e... .. _iiI INS': -'$7r�' O. INSPECTION RECORD Retain a copy with permit CIT' OF TUKWILA BUILDING DIVISION 6301? Southcenter Blvd., #100, Tukwila, WA 98188 (D`OJO PERMIT NO. (206) 431 -3670 Project: n ,''pa rnotiona ype of inspdction: r"! nod Address: W n r do r k w 1 t' Date called: 1 %j „n� Special instructions: - Date wanted: — / _9�� �I W p.m. Requester: '(turn TO( i t Phone No.: 575 c� Approved per applicable codes. [ Corrections required prior to approval. COMMENTS: ?s 1 4 9 14, a 01 eriki e-L /2 4'4 -. Inspector: Date: $42.00 EINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Nog ri*/2A/ r &f - r- /57-4 / 2/94 V70 3 � ww �1j 3 lgggRs 'F.1188 l ��iCpiRAA LSA¢S sre-s-L PAcc6-r IC 4444 Au. LEO 147e ,.1M-Lo 4AL E.-414-AuSt TV J QA L t�s ri4 'T14e t 04- untie, ct+kf +t' 22. Dldista� s 7 $ T1 t ,�Ja .L(5i 5 S z C612s.)' w :C,:o (_v-4 3) r - lo“, C : 2, 15 4 G TILA-74SJ - 2NL�n ra w1 , LOW al M — Mom Eg T H s 1 EXPIRES 7/14/ 58�_. L & 'lo l LC-L)&'- t=ai PAC' Deva,) LC Ar9 -rR.*' I SJ. t 92EL L nt . ,r,,1 A "1 a ‘ s 1/J01 G,k; C- ' 'T &-r ,.f. MACS T C-12 IT( CAA— . - vP& RAUu >n = G`+ tit + l"12 z 37o" 7 if T. 9.in 0,392k Sets :'Nl s ,'l 05.2 8' , Gt.: 44- 3 = 41' "d: x 4 /Zu t4tt.Tr 11:s 3" em8 ) et'- i / 1` Pt Are TA-- .210,%15 1.4$14 :cep 4621 WlT1� SPEG�/JL t�lSPECiUr ` °l T /TA + VtdA . 0.12 ok L /, o 449.4-S0 t 72 u y ,k 3oUE F Lo��C 5e6 L�, z 4.28 ' Sets := 2. oG ai g I .7 g \p„-2k1.7 #I(0•21s = 3.22K Wertz W %.rvt t 4c) 6,16) r P Lev 6,44.‘f V = V = 0 ,25 coLor.g.H 9RA <<lf4\14� p 1pN1 3 1996 TI TA + Y /JA p, 27 a/< C /. W1k T kse 'l . if 00 g k NRRA- ;Q = 57. 68 6prcz. p 1.4-3 r -r(Pe C- r RA -ctc-s RECEIVED CITY OF TUKWILA DEC 2 3199 PERMIT CENTER G k 1 oR7r+ -F 2d1 i && . } : r � !Z /9 L 703 �� „ ggkcks 1 4' C A Sz�,L)� Q o, W4! TD mfrx (KLJr) s D, %Sx 57. 9$/D.4o+3 107, 56 Mss PLA'Er , scm soLL , or 1) ,; =7 Fa= 12.79 D,2$3q ,c 12,'1°) K4/3 : 4,,q+K Pk 77 P� = 5,484 M /7 P i1 &4-i� pC E 3 3 i/8 r to 4A List■ U /fir EFf � J3,A%F 1�Lksr� 0.40 - A20040 �ew.µ•s Ar P.0) 6 + 2k 2,p5K v. a}-7s = 54/3 w.% 0 5 9 Ati.a -Cp = , 3 f . 4/ 3 . 1.2ot 64-st- ?t in _ /. p s 9 (o.4c) z!2 - 9.025- kV. .75F`( 4 -/3 s ea 40 -E P.)19" ok 4 4-1.44-c. t ^ D.I3 S " I3> ,Q J n-FS a Sloe s 2,21" SLArf3 S= I2 (S.o' zi c, z So 2/, f, 54-4 Acu-c q..) ? t v S 4 7" 12 7 h 4S z O, do r) o- SLAE6 MA 0.12-7 t So ill_ 1 9.szs k�1i 0.529 s h (&)1 //. Wvtu pz I.6 ks.0 AF cc= 12,36, co(,L t 2146, Ikb (12,34 xz +S.o 4- 'z,2.-017144. • 1. 08s l`rz PA= -Loss + 1.0 1•09 k o6e 7 M LoN,sr. 7J�2. Co oor eR un„ AA1M '( I S t "Jo l ca46-s 'n4' Tv& Rkc,k1 Art0 mos T GR r ; 1 cA•L Zw o,8b.2 4- 2.84 • 4.5G" blest V e 0.1 (2.1'/v) 4 4. S% l2 = 0. 23 . k / Co(.uM N N vg s,u -eScN 57E51— 57x it/ PG 9703 3 Z • e84- 9tf 2't4• r 2.•S4 r2, . P. 07d 3 • o, /03 k Z,35kl 0,r $I 2.33 k 1z.221a' 0, 23S —7. 6z) A,,:. 30 -4= 24, ° .4- J- 13 Liar- 40 4. e(*t4 S 2,4: 56— c S2 2y�� �s 52 pro 3- Pe g► 4 C1c. S,p Ls S s 56.-o MA 4 / 3. 57.k w)A G.7G l`_ C0,4r/tet,s Litt 014 >a IS °J, bto 1stL-rL( Fr*, GR A4 «( Lovi.1) R n 44411 1.0/14) l ltti L- op 2.3 4 k n lti : 1.21 !Z +. o. L S ( 2, 84`x) x q'/9 Y = 6, Za k ok l HA M - 14.4S " =7 -L 1, is. 2 Y l�s, Ft, , , to Rf 3 o ks: ek 7 ivx At 5 (2141z) . c4c)3. c.$S 3$4 r 2.9 COO w 2.os1z �!r ire L 3C- 354- i3 +,,s 0.23" v,5 3" n4 > A COLV VW S ■ ,44 !.oC J,44--.1 s Alt.A.y Lwt Zo s . 07S q33 A = .G/t ,... �1'FECr Sic 0 • 44-8 WV mew 1:7 1,, 7. 3 4 l7, _. 3 . 6, "('1G " ci " ,Zk e4-S hi#4,16 114 2.22 k « 'fYP� D " IZkCC,GS oPri4flui WC-et. 6714 1Z/DG -Ft - 5,S4 ks! 1 to tp4'i' L 3o kk . I , 3 S P../c . 5 2 �f r. kt l . o ,� ,, 60" � y 4•43 S 5 , 5 $ C ore' RA 14 04 Ll\y 51415 64,k z 9 4.155 105,: 3 *'19 0, ZoL oot 4-03 % 4' kk 21,19 ks:0 rr1 $ ( t- FV4.Fe) Fa : FK/ l,612 t41% ?a, / pa. 4, 4 /Fb ,r 2,403 40 ". t1 ;60o k 2$ , 37 Ins: 1.o3 ok [ 1.33 COLUvIN SECTION PROPERTIES P1-1 INGEY DATE R -2 7 BAPR.'91 REVISION NO. DATE I BY MODEL t in H In B 1n X in Ix in4 .582 Sx In .388 rx in 1.156 I y in4 .205 Sy in3 .219 ry in AREA in? LM 15 .075 3 1.625 .689 .686 .411 LM20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 ._1055 3 3 1.45 1.373 .915 1 249 1.164 .752 1.15 .859 LM20/15 �07 Is 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20 "5 07 s 3 2.714 2.222 1.481 .268 4.701 1.431 1.845 1.349 • 3.052 1.094 1.473 1.384 LM30/15.1 075 3 4.625 2.789 2.126 1.417 1.23 LM30 /20 '1° 75 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 LM30/30'10 05 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 y LM x LM / .d! x 5 BRACING SECTION PROPERTIES {PREPARED BY P. TINGEY DATE 10MAY91 DRAWING NO. R -S REVISION NO. DATE GAGE T in X in Ix in4 Sx in3 G in Iy in4 Sy in3 ry In AREA in 16 .060 .41089 .0893 .1190 .6234 .0379 .0456 .4066 .2297 14 .075 1 .4261 .1081 .1440 .6169 .0464 .0564 .4043 .2839 12 .105 .4405 .1418 .1890 .6041 .0621 .0767 .3999 .3956 .3885 .4878 10 .125 .4551 .1706 .2275 .5914 _. .0764 .0960 10 9 v) oz 8 a i0 7 J ao 6 X aN 5 W < v) 4 o= z 2 1 0 20 1110■111111{ 7MSII111111IIIINIaw11► \111111111111111111111111111111 1111111111\ 0 \111\\1111111111111111111111111111 ■\■ 14 Ga'11111111111i:1111111\ ■1111■ ■ ■■ \1111■1111 111111 '"'x\1111 ► \ ■\ \1111111111111111111111 11111111111111 �11111111�11��11111111111111111111 11111111111111111► \111111►111:51111111111111111 11111111111111 ■11110-111111MMI1 .1111111111 11111111111111111 1111111111111111:1,11111111111112■111■111111 1111111111111111 111111111111111111111111110E-11111111Talii 111111111111111111111110111111111111111111111111111 11111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 iliiiiiTliiHuiIiiiiiiii: ■111111111111�l11111111111111111111111111111111111111 30 40 50 60 LENGTH IN INCHES 70 13.3 14.6 10.6 9.31 7.98 6.65 5.32 3.99 2.66 1.33 0 80 1 BEAM SECTION PROPERTIES PREPARED BY P.s. Ding ey DRAWING NO. R -1 DATE 14 SEP.'93 REVISION NO. DATE BY MODEL t in H in D in Ix in4 Sx in3 rx in Iy in4 Sy in3 Cy in AREA in LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 1.8030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 1.8035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 LBC45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.6437 1.7655 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 LBF354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LB F454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 LBF453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 1 5rk t') 9 4' • $%8 oa40 3- Pi,4 LAIT /5V.Acxt? Mome -N7 CARAC 71( PAN /17fr?e-0 lm- 11 C /OID 14, 7WI F', • 44 i .,' COW mN tX 144. 11 A.7111 51O GAR 1474 Fy : So s~ w Vr14 Fa : 6.5 ks.' D 1M+11;r c II /3Z N Pew AQelk , n D_/ 4 • o. o 922 I w►~ A64 F= a, 4 f r-t2 p,,i rnAfER)�c. VSrN& R'U Fp • 1.0 USE 4. Comp. 121-c• 13.5)44140 DJ LM 3o `t t 0. /05") Ct4iRo g"; (11/37-)., odor . 6S 2,3s- k r AAW lyq : 1.63 ,. 4.75 + 0.86 ,r 2.75 + .oR!c x D.7S = 10.1g L « 123 AN° F4. 1"R CoLVNN iyi!Wee A(- PIN 514604 P a •vi28I .(O.4444,,e 1.6 6,474.0Gi 156#41446. e,4 LM 15 ok LIN 20 (t e .075 `) , ( 1 1 / 3 2 , ) 0 , 0 . 7 . ( 4 , s - s /, 6s, S61.$ MA F,r 40 4 2 ke,: Da 4S (�s; id/0 gE L r1t. ,17 k f 0.) 2 it 4/3 13,57 k N W1TO Fk, ss k 64114.0 Be-41.1-A4 014 L t it Lin. r!3 01 /32.)(o.b-1s)K 5r 1.4224 Ca,Jrri.e.:, LM 30 47 p, , W31) I05) (SC) 1, 91 k yea - (:,42;/.(3)(•!3.$7) 1-4.1 3 11,82 M, l . Q',: 1.14 20 i N c 40 4C 13,57ke__ Lni3o ( r:de, - A7 4S"ks�) 5 .W nc e iF3 Ne ?Aar. For less t' 114 4j Inci 1l 131 \ Pox tot f er43, cP old" • Rao'. t) aeneril 4/ t10,1 W AiIE Lou booeS TDB Ic.: 17o -O[O S gAMp Yv%AhiDo012 RECEIVED CITY OF TUKWILA DEC 1 3 1996 PERMIT CENTER 4 r RAt;) 11_14 LI1k, Will—hOISL6ALIMarlistkscL56_ 104. Wtth_, _CA tfl .0 1 42,ittlz_z otok._.5:2_5_ig a 6 \r,,5 o 11--'1-f--11C11111---ZUINPJC.-tThat At., V ....14.11111.-....1Jat4.kit Ca t aSaag___NALL'ailja„ Zalo. ...••••••••••••••••*11=1.1........ ZACK. 4 / e P de.$. 101 Vor.,,r.st,.. • • 16;) ' trs r /90 EFOe Le e, 11\ t-" I Aol° c t` r 4 t" 7 U.b .s._.ANtTh,lef DMg f41 I►_1kla1IGA f.)A• 9ai2 .?ag .77514#4•5 ,r al_ Y►1C�IZ� L o Ct___ So `. .~i, 4 v.ii 11 hold failara ,•IM* n -00214e- ■1ot3►,t i�G,_aloultim__o E q 44.1 • A. Ii • /9 Mai ,foie 111 eAtIti Fbr tress . 1 4 • to Vi¢cl3� v 13' 0,U PM 101 1?,ok1l r Receti • I!' l �i •:rft' 11 ^ 061 t g, rd r• U 1 N G W ARE' N000e boot. TARNbooi2 RECEIVED CITY OF TUKWILA DEC 1 3 1996 PERMIT CENTER • • ° r City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D96 -0108 (510) Thomas P. Keefe, Fire Chief t)Acpmber 31. 1996 Re: Allied International Exhaust - 1165 Andover Park West Dear Sir: The attached set of bu i 1 d i na plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers reauired for your establishment is calculated at one extinguisher for each 3000 sa. ft. of area. The extinauisher(s) should be of the "A11 Purpose" (2A. 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10. 3 -1.1) Maintain fire extinguisher coverage throughout. 2. No point in a sorinkiered building may be more than 200 feet from an exit. measured along the path of travel. (UBC 1003.4) Obstructions. including storage. shall not be placed in the reauired width of an exit. except pro.iections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of anv material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 3. Sprinkler protection shall be extended to all areas where reauired. including all enclosed areas. below obstructions and under overhangs greater than four feet Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 2 wide. (NFPA 13- 4- 4.1.3.2.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Refrain from blocking sprinkler- coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will reauire installation of sprinklers thereunder. Sorinklers sub.iect to mechanical in.iury shall be protected with listed guards. (NFPA 13- 2 -2.6) Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one-hour fire proofing. (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkier systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers. Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (Citv Ordinance #1742) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) S7S -4439 City of Tukwila Fire Department Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief shall contrast with their background. (UFC 901.4.4) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 6. Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide access to all exits and fire department access doors. (UFC 8101.6.3) 7. The storage of idle (un -used) pallets is limited to s i x feet in height by the Uniform Fire Code. I f storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC article 81) (NFPA 231) 8. The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 u Fire Department Page number 4 John W. Rants Mayor Thomas P. Keefe, Fire Chief plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) Smoke venting and curtain boards required by Table 81 -A of the 1994 edition of the Uniform Fire Code, shall be provided and installed per section 8102.7 and Table 81 -B of the 1994 edition of the Uniform Fire Code. Storage of combustible materials in buildings shall be orderly and maintained not less than two feet from the ceiling and not less than 18 inches below sprinkler head deflectors. (UFC 1103.3.2.2) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 ALLIED INTERNATIONAL EXHAUST, INC. Maufacturer & Distributor of Exhaust Products 1167 Andover Park West Tukwila, Washington 98188 December 13, 1996 Mr. Duane Griffen City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Mr. Griffen: Phone: (206) 575 -1425 (800) 950 -1425 Fax: (206) 575 -1937 Allied International Exhaust, of 1167 Andover Park West, has acquired the space at 1165 Andover Park West. We would like a permit to upgrade and move our merchandise to pallet racking in the new space. We have engineering specifications being drawn up and it should be complete by the week of 12/23/96. We do not intend to load the pallet racking above the 8 foot level until the engineering specs are complete and an inspection is done. I am requesting authority to build racking as per our attached drawing. Sincer Tom !T es General Manager Allied International Exhaust, Inc. TJ /mmj RECEIVED CITY OF TUKWILA DEC 1 31996 PERMIT CENTER CITY OF T( " WILA Permit Centel.. 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 ss. 4L€4 IvJticx( L, --)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 RCV, 18.27.090, I consider the work authorized under this building permit to be exempt under No. 10 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have un r state law in any decision to engage an unregistered contractor to perform construction w RECEIVED CITY OF TUKWILA DEC 2 3 1996 PERMIT CENTER AFFCONT.DOC 5/29/96 APPLICANT Signed and sworn to before me this e.3 day of NOTARY BLI i and for the State of Washington, residing at Ldem) zth , A'l County. Name as commissioned: ] 1-• I-.a't ,Z._ My commission expires: (7 ' q/-DO 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 of the operatwn is made into contracts of amounts Tess 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 the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway'projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW.47128.070 with the department of transportatioh to;perform highway construction, reconstruction, or maintenance work. ' - SPRINKLER MAIN 13' 0 BAY DOOR PARTIAL FLOOR PLAN SCALE: 1/8 " =1' -0" BAY DOOR RAMP BAY DOOR DEMISING WALL tand that the Plan Cher: approvals are cttcc ror -ando and approval oc fIC c violation of ally [ z dc cc ° rc ln ce l Receipt of con rator' s ccpti�pf ovc:ns acknowledged EXPIRES 7/14/ 9B CIiY OF iUit■IIA APPROVED 3 PA 3 1996 HJ' U RU IN 0 0NISION ECENED CITV R OF TIJKWIL- A DEC 2 3 DDD PEPAAIT CEMM J W CC H fA W CC CC SIDE FRONT RACK ELEVATION (TYPE A) SCALE =1 `., SOLID DECKED WITH PTB SIDE FRONT RACK ELEVATION (TYPE B) SCALE: 1/4 " =1' -0" JD DECKED AT ?• rnl 1 RACK ELEVATION (TYPE C) SCALE: 1/4 " =1' -0" 53LID DECKED WITH PTB NOTES: aALLET RACKS ARE MFD B! L ODI METAL TECH, INC., OF ; OAI_iEORNIA STEEL ODI, U ED IN ALi. RACK ELEMENT_ /ONFORMS TO ASTM 5570 GR 50 WITH Fy =50 KSI, AND Fu 65 KSI. STEEL USED IN ALL BASE RLATES CONFORMS TO ASTM 036 WITH Fy =;6 KSi, AND Fu =58 KSI 4. MAXIMUM RACK LOADS SHALL BE AS NOTED. PER PAIR OF BEAMS. CONCRETE SLAB IS GIVEN AS 5" THICK, WITH fc'= 3,000 151. 6 ALLOWABLE SOIL BEARING IS 1000 PSF FOR GRAVITY LOADS, AND 1000 PSF FOR SEISMIC OR SEISMIC + GRAVITC� LOADS 7. ALL RACK UPRIGHTS ARE MODEL LM20. 8. ALL RACK BEAMS ARE LBF- 354 -096 OR LBF- 404 -096. 9. BEAM -TO- COLUMN CONNECTIONS UTILIZE 3 -PIN BRACKETS AND "A" TYPE WELDS. 10. TIE -DOWN ANCHORS SHALL BE HILTI KWIK - BOLTS, USE 1/2"0x4 1/2" BOLTS, i© 3" MIN. EMBEDMENT, TWO PER BASE PLATE. SPECIAL INSPECTION IS NOT REQUIRED. S10 BTlc 1O&cNo2 p59 (SAS5 0LA-TE ib¢ v� "D" Ax9 "E° R�crs • 6111 A. �Y't3 c2 5 R. CHAFFEE m 10 -7/ RACK ELEVATION (TYPE D) SCALE: 1/4 " -l' -0" SOLID DECKED WITH PTB SIDE 96" 1380 WS 1380 LBS 1380 WS 1380 UPS 4 SOLID DECKED WITH PTB FRONT RACK ELEVATION (TYPE E) SCALE: 1/4 " =1' -0" �- .375 R r .075" THICK 0 1 1 1/2" AS NOTED © STRUT .075" 11-IICK ❑ ❑ .531 SQUARE - -� 134" A LM 20: UPRIGHT COLUMNS BRACKET ASSY AS NOTED 0 BEAM SECTION .075` THE ASTM A570 GR50 0 • LBF 354 LOAD BEAMS trOr BRACKET ASSY —, AS NOTED Ii 0 1 BEAM SECTION .075" THK. AST1A A570 GR50 TYP> 1/8I 2 3/4" r 7 3- C2 LBF 404 LOAD BEAMS 19/32 "0 2 HOLES ®BASE: 3/8" THK A36 MILD STEEL 19/32 "4 2 HOLES 3" D2 BASE: 10GA A36 MILD STEEL rpTh FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS. %w° c,\A R v EO 9 `996 cIT 0FE gmu, dpN r' 2 3 1323 ,6,-C)\ V \S \� , 1\\ -� \NG V) x Li.1 —J O Y 1— D Q Ls-1 .y F- .< 2 rn 0O 0 O