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HomeMy WebLinkAboutPermit D99-0322 - EIS - Storage Racksascade EXPIRED EIS City of Tukwila( ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 788890 -0020 Address: 18404 CASCADE AV S Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: KENT Wetlands: Contractor License No: NORTHWH275JF Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: D99 -0322 ISSUED 09/23/1999 03/21/2000 OCCUPANT EIS 18404 CASCADE AV S; #A -120, TUKWILA, WA 98168 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/0 COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 CONTACT ANDY BOISSONNEAU Phone: 425 255 -0500 1100 SW 7 ST, RENTON, WA 98055 CONTRACTOR NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500 1100 S.W. 7TH STEET, RENTON, WA 98055 ***************************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Permit Description: INSTALL 120 BAYS OF PALLET RACKING. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,193.74 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** E 7Q- , C ) K --- - Date: - v3 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 pr vi of any other state or local laws regulating construction or the perfo 'anie of rk. I am authorized to sign for and obtain this development • r ft. Signature: Date: 9 Print Name: _ • i d1W, 4 A.) _ TiimilSilisw 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. 18404 cA.s1_ , , Ail . . OF i•t4kW1LA Perm 1 t. :}1 :1 : .t399 - tatuc .. ,1'=,'SUf_ E"opIiet1 0 1 :199.9 I: sued 09: ' :;/ 1 999 ;u te: I''e nia t1.t } r.v tie : :DEVPL RH :Parcel .: #: 7888.90-000 4 M• FhF• kbk 441.b 4444. 4k k444kk 4kk44M•444•k 44444 Permit :Condition_: 1 . : - : 1 4 . • chaff ges w i l l be made to the o labs un less aooroved Lnainee► antt.the r.uEwi ia1 Luildtnrx C'ivi i, n. Al I. ;oer�miis irt_,«ecGiUi�.raer:irtip: and :' ae k OYed P tarty. hall ihe ai ai•lahl.e,at thhe,Ob site Lrior. to the Sta env can- tr'uc:t 1011. 1 he.0. "dortrmen t re t'*:,btu ma in to i neckf -arid ava i 1 - 'at 1e unt11 f 1na1 1 maer.tion':a'pi.rrva1 C 1ec.tr.tr.a I. er rnl r y :,Sha 4 ' be.'obta fried,; thr:our h' "the Washington tate r,iv On at L`ai'r and: 1ndustries 1 eC t rriria.1 wi 1i : Cie ::in oecteti by that agency : 243 66;0} .P1 umb inlyg,perii4t Sha i 1' be o.hta-1,0e 1 t.lirouuh''.the Sea tt.ii.e 4 - iwg. u t�? f rse+.at ernen t t f" Pub l;i r ':i-let I tiZ.. `P 1 urn i na: w 11.1 be #' � rsDecteu`'bv that a!zency Inc1udjrlc a11'9a. .o i nci -129647 22) X11 mechanical :: tor4; sha.11 be Oder : eL ratte uermit isrued;'uv C i the, fir. of;;,. 1 ui:wi l;a A1 1 ; ` ,t.on tr.,.uct Un to be dune.' 1n conformance ari th abur oved ,plans end red;uirevent-. br tI're #lc Code (1 -99 ?, Cvtit.lon) 'as . 1..Injtgrin Meehan Code (1997 'Ed 1 tlO0 3riti,Ai' ashingtnn ',,'.:.tate,..,.Entr.+ .v�' Code .(1 97 .r:dft: ion) V . i i:it i t',: -.,.af Ferm i t :.. 1 he. i r sutiance`, of :x i t or q(c ray.a 1 `• : Man i. et 1f_ #c iti ;Ur>s.:arid. + on shall not tie. con- s trued to be ,tea perrlt firer or'' . an aI r.r c*'_'a l o f . any v'i .Id yl.' +"!r of Yany of the c rov 1 s 1 on of the bit 1 i,d i n9., code or of any oth.er?°,.ordinance of the #ur1!d1ction` . 1 c. Der Urestim:i.ni9 to cave author itv`' violate or dances - the L Ov s ions of, thi:s, ; cod+ ,sh a 11 be val id. Project Name/Tenant: 11 Value of Construction: Lit. 6D, 600. o" Site Address: t�� �+- ,//�� Cit S te/Zipp: (k'f q C $c �4fJ� / yt/C. f4 �I Lo i�i9 t l�l)µ • Tax Parcel !Myra .7 _06 0 Property Owner: `t S((o Or iS A41/0- / ! SFIOV Phone: /2S is1- v2i..3 Street Address: City State/ 70 al Ave. 5.e ?offer/tic- Fax #: `(lS - z 1 -Brill Contractor: / j� � ) Albert( (106- t / 404 Wt S iNc Phone: �12� - LS - o co v t Street Addres City State /Zip: loo Sv& 7 4 � E1•,7dN, ViA. BOSS Fax #: 'In Z1 ' - 69y6 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: lei INC O,Cfs,�f Phone: O / %9 -09 Street Address: � TL ,. IW2 n . 9 C�tate /Zip: /61 /rI'�/VT -/G 1 �4 ! i Fax #: . 7 07 X69.0 irr Contact Person: n/A 1-4^10y ?,SS; /AIE,44. Phone: e i2S S - 2,5 - OS oc_ Street Address: �� City State /Zip: //0t) 5v) 7 Si. Eivra�/ , WA. 91-bs S Fax #: „ �l «S - 2,V3- 6 7 % Description of work to be done: NSf •44(.L. /20 S D'r GE7" 4ckrikt Existing use: ❑ Retail El Restaurant ❑ Multi- family © Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /Universit ❑ Other Will there be a change of use? I� no If yes, extent of change: (Attach additional sheet if necessary) ,e ❑yes Will there be rack storage? lJ CI no �yes Existing fire protection features: L"1 sprinklers lr automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /CI MoD existing Area of Construction: (sq. ft.) /y -[X Icippeo eQ w N Will there be storage of fltmma'brd /combustible haza material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKI "ILA ■ Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ommercial / 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 mail or facsimile. APPLICANT REQUEST FOR PUBLIC. WORKS' SITE /CIVIL PLAN REVIEW. OF THE FOLLOWING :'.: (Additional reviews may be determined by the Public Works Department)' ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main ❑ Land Altering ❑ Sanitary Side Sewer ft: ❑ Storm Drainage ❑ Water Meter /Exempt it: ❑ Water Meter /Permanent ft ❑ Water Meter Temp it ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling to vault) #: 0 Cut ❑ Curb cut /Access /Sidewalk Size(s): cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ 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): Size(s): Est. quantity: 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. Dale appl! rcd: got r Data ap lication res: ex ires: I. 2 000 Appllca ken by, (initials) PLEASE SIGN BACK OF APPLICATION FORM Ci'PERMIT.DOC 1 /29/97 BUILDINGON = • OR TH ZED AGENT: Signature: r / &wz ,.. / Date: 9g t , Print riamo:� n a � $GU ,, • 1_ t S�b�vrti i ' ,. . one � hone: F'ax # : yes ... zS '� -0 5 ov . z tie . 22p :. rA 1 *16 Address / SAD S W Z� ST: � �r�t7bnt, lea . 7 �U5S i C ty /State /Zip x� . 9 Sz sS N , W ALL COMMERCIAL/MULTI�F,,�ll ILY TENANT BE SUBMITTED WITH THE Ft7L N PERMIT APPLICATIONS WING ➢ » - Ak�l DRAWWC6 TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, ‘ 11'. -'bTRI/C1 iRM: EIGINEER 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). Four (4) sets of working drawings (five(5) sets for structural work), 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 ❑ L"J 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 Data 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 Contractor Registration ". Building OwnerlAuthorized Agent If the applicant is other than the owner, registered architectlengineer, 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 PER/URY BY TH WS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERM17'.DOC 1 /29/97 :r A* A:41 .** *:1 k 1';k. :l A:k:1*•A-t AA74 AP kA *•1k A hk.kk Ah:4 isI1Y or 1 WA -'"i 1ItNrathtl hk **74Ak4•.1 *•s•:t• kt74A••kAA•1hk k • :1 *k AAAk.1•*•.1kA*•k**k.t :k*k:h 1 R(\t ,I' I1: Number. R9800154 Amount: Y25.25 09/23/99 l.:.':0(± Payment 11ethod I : ; CH CI; No ation: NW HANDLING SYSf :['nit: (L!3 Permit Nos. D99-0322 Noe DLVPLRM DLV1 I..()F 'ff tdf IyGRl•1i j Parcel No: 7888190 -0020 Site Hddreea r 184)4 CASCADE AV S li)tal i eeit 1.190.74 T h i s fitment: 725.25 T o t a l ALL Pmts: 1.193.74 *�*0•Aic1 *•7 *./ .714.1tO.71.74k * *itikAA•k *•*A L.k.Ak.t .444,71•AA74 444 * *4 *•d, * *AAk4 * *•*•A71 'Account t Code 000 /'c32 2 ., i.0(? 000/20f",,, 904 Decicriotion BUILDING - NCINRES STI rE BUILDING SURCHARGE Hm0'dn!: 720.75 4.30 7252 09/24 9710 TOTAL 725.25 y�,, y ' .. T " ,t. t, ra s 1T T. "7"6!4 rr OCO ',+ F,' 3.'1 11 a , s,*t4 : 'ei wr s r <t •. A 1*• A•**** "A** 4e* 4* *'', *i; A'• k*•***• k• A' k**** A* k* k *k * *.AA *•kis *kit * *•,+ OH fI JI;Sd>1 ` :H; Sett _ ��2 fid�4W'31At;S. A:4k *y1A* *k *i * *k*•k* *A* •A A4-ftriK*A* Witw• A* 14.1**4*std *** ** **h+4A4vi,.•A *** ANSM'•t E Number ° (9800141 f3)nr.un L 168,19 09/02'9 a 11:a'. (.) Pavmerit'hiethad ::CHECK Notation: NORTHWEST 3.R "DL init :. CAS PEInmit 099-0322 lybe: ()EVP A Oi DEVELOPMENT I'LfM1,l Parke $ :. No: 7138890-0020 ;S i to , Addt°e5t : .184(4 CASCADE AV fS; fol,al IFGer : :: 1.193.71 Thu: fat"alent 466. 49 Total ALL Pmt4 >: '.,: 466.49 If n1 d l e a r ) ,,. 2 5 *A *A *ktk *n t*41 * A• A * *;.k **A+1 * *kkA:4AA **•k1,aAA* t*4v \ * **•= :A0 * *Ai*41,fi* * **A• t4cr t n Codn Deec i ut i on i3ma,tn t WA/64 ;.83ti PL-i'r CHECK •- I•l0M REDS 466,:49 6540 09/03 971.7 TOTAL 468.49 A COMMENTS: • F7,--6. PP/(14• 7 1C. ,e4e,e_c abgeb ,te 7t6 viaott goos Thi-geti671-telii7 - 1 24C4e- S 1:04--6e-D Re-ok. 7 70 i /OSPe_cr707 CP t,1-b 4/41/7 50 cb.s7Z-b AT _.4cff RDA) Phone: 5 . s .-- -- A / F'lees Tyne of Inspection: F rie:( 1 °"° _CA_ C V-1 PC1 fqtrts4: c c6ceic v s egca)leei , 00 Special instructions: Date wanted: (f, 4 1 — DO C.,,,....® P.m. yv 1 Phone: 5 . s .-- -- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter, Blvd, #100, Tukwila, WA 98188 • -1'4. •• • • •nti 4 4 " ' " PERMIT NO. (206)431-3670 Approved per applicable codes. 1 L4 Corrections required prior to approval. —3Da " $47.00 REINSPECTION FEE REQUIRED. r r to in tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ey, 1 STORAGE RACKS ORIVE4I RACKS CANTLEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHII.VING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZM IC MATERIAL HANDLING ENGINEERING EXPIRES EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING RELD INSPECTION SPECIAL FABRICATION SEISMIC ANALYSIS OF STORAGE RACKS FOR EIS 18404 CASCADE AVE, S. TUKWILA, WA #99 -1819 ALASKA ARIZCN CALIFORNA COLORADO DAHD MISSOURI RECEIVED CITY OF TUKWILA fi �a -• 2 1999 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 NEVADA NEW ME)OCO OREGON PEN"ISYLVANIA UTAH WASHINGTON D'A'6 t SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 • PROJECT El S FOR NWHS SHEET NO. 2 CALCULATED BY BOB S. OF 14 DATE 08- 20-1999 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 COMPONENTS & SPECS. 5 LOADS AND DISTRIBUTION 6 LONGITUDINAL ANALYSIS 7 COLUMN 8 BEAM 9 BEAM TO COLUMN 10 BRACING 11 OVERTURNING 12 BASE PLATE 13 SLAB & SOIL 14 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT El S FOR NWHS SHEET NO. 3 OF 14 DATE 08 -20 -1999 CALCULATED BY BOB S. PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN • ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA LONGITUDINAL TOP VIEW MATERIAL HANDLING ENGNEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT El S FOR NWHS SHEET NO, 4 OF 14 CALCULATED BY BOB S. DATE 08-20-1999 CONFIGURATIONS TYPE 1 6" 4 " 4" 4" 5 3,200 Ib. 4 3,200 Ib. 3,200 Ib. 2 3,200 Ib. 1 24" 74" S " 21 3,200 Ib. �`--- 96" - 42" I - 42"-k 1 8,200 Ib. 13,769 in.lb. 13,607 in.lb. <-std.conn. 2 6,560 Ib. 9,446 in.lb. 10,771 in.lb. <-std.conn. 3 4,920 lb. 8,096 in.lb. 9,084 in.Ib. <-std.conn. 4 3,280 Ib. 6,072 in.lb. 6,723 in.lb. <-std.conn. 5 1,640 Ib. 3,373 in.lb. 3,687 in.Ib. <-std.conn. TYPE 1 DESIGN LOAD = 3200# BASE PLATE COLUMN BEAM V 7.75 X 5 X .375 Mbase = 5507 in.lb. COLUMN 3X3X13GA(LU75) STRESS =1.07 1/ 5-118x2-3/4x14GA/597H MAX LOAD /LEVEL = 5,582 Ib. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.17 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.18 ' DIAGONAL ,j 1 1/2 X 1-1/2 X 14 GA STRESS = 0.50 V PUNCT. STRESS = 1.04 BENDING STRESS =1.23 rg i rl i Ze lialli ll INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EIS FOR NWHS SHEET NO. 5 OF 14 CALCULATED BY BOB S. DATE 08- 20-1999 TYPE 1 SPECIFICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 5" X 3000 PSI. REINFORCED 21 - SOIL BEARING PRESSURE 1500 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE 1 6 3,200 Ib. 4 3,200 Ib. 3 3,200 Ib. 2 3,200 Ib. 1 3,2001b. - 321# 257ft l 192 128# _, 5 " 64# 40 5 i` 96" -- f Iu= 96" MOMENT BEAM MOMENT 42" - 4f NOTE: DESIGN BASED ON 1997 U.B.C. FOR SEISMIC ZONE 3. ASSUME SLAB IS ADEQUATE, MIN. 5 "TH W/ F'C= 3,000PSI & 1,500 PSF SOIL BEARING UNDER SLAB. 408# . .5# 163# 81# • SEIZM IC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FO R SHEET NO. CALCULATED BY BOB S. El S NWHS 6 _.o OF 14 DATE 08 -20 -1999 LOADS & DISTRIBUTION :TYPE 1 LIVE LOAD PER SHELF = VA a 3,200 Ib (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = WcA = 80 Ib TOTAL LOAD PER FRAME = 16,400 Ib SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V = ((2.5 x Ca x I) / R) x Wtotal Wtotal = (WII /2 + WdI) x n n = # of shelves Seismic Zone = 3 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 Fi = VWhi / EWh TOTAL FRAME LOAD = 16,400 Ib. 1= 1 Soil Coef. = Sd 2 LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 964 Ib w/ working stress reduction Fi = VWhi / EWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 1227 Ib w/ working stress reduction ■ 5 3,200 Ib. 4 3,200 Ib. 3 3,200 Ib. z 3,200 lb. 1 f-- 96" --71' Iu= 96" 24" 74" 3,2001b. 321# .1`` 42" I 408# 327# 245# ■♦ 163# 257# 192# 128# 64# SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Vlong = 2 * Vcol = Vcol = F1= 321b. F 2 = 64 1b. F 3 = 96 1b. F4= 1291b. F 5 = 161 1b. 964 Ib. 482 Ib. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 5507 in.Ib. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower] /2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 8200 13769 2 6560 9445 3 4920 8096 4 3280 6072 5 1640 3373 PROJECT El S FOR_, NWHS SHEET NO. 7 OF 14 CALCULATED BY BOB S. DATE 08- 20-1999 Mconn 13607 10770 9084 6722 Mcom 1 Mupper ( 1-L. Mconn -w SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EIS FOR NWHS SHEET NO. 8 OF 14 CALCULATED BY BOB S. DATE 08- 20-1999 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL Pmax = 8,200 Ib. Mmax = 13,769 in.Ib. Kxlx /rx = 1.2 * 40 / 1.2291 = 39.1 <- GOVERNS Kyly /ry = .8 * 52 / 1.08 = 38.5 Cc = (2n^2E/Fy) ^.5 = 107.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kI /r *Fy)/1494] ^2 = 24,392 psi. fa = Pmax /Area = 10,445 psi. fb = Mmax /Sx = 17,324 psi. fa /Fa = 0.43 >15 F'e = 12n^2E/23(Kx1x/rx) ^2 F'e = 97,913 psi. Fb = .6 *Fy = 30,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.65 COMBINED STRESS = 1.07 A"--- 1- 42" 4- 40" Front View S a v ow B 1 SECTION PROPERTIES A = 3 " B =3 " C =.75" D =0" E =0" Wt. 2.784# t1 = .0897" t2 = 0" Area ..7851"A2 Ix = 1.1923 "1\41y =.9171"^4 Sx = .7948 "A3 Sy = .5849 "A3 rx = 1.2291" .ry = 1.08" 52" 52" r i g i tIM I Z IIIIIII II INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 EIS NWHS 9 OF 14 CALCULATED BY BOB S. DATE 08- 20-1999 PROJECT FO R SHEET NO BEAM ANALYSIS :TYPE 1 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.ib. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 96.0 in. Imax = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 !max = 3150 *b /Fy = 173 in. SINCE !max > Iact Fb = .60Fy = 30,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = wIA2 /8 = 37680in.Ib. CAPACITY = 2(8 *M /I) = 55821b. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). A = 5wIA4/384E1 CAPACITY = 2[(384EI)/(5 *180 *1A2)] = 91851b. MAXIMUM STATIC LOAD PER LEVEL IS 5,582 Ib. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2/8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic 1.125 Mstatic (static) 1 19200 2 19200 3 19200 4 19200 5 19200 21600 21600 21600 21600 21600 37680 37680 37680 37680 37680 13607 10770 9084 6722 3686 5.123" Mallow (seismic) 50239 50239 50239 50239 50239 Sx = 1.256 in.A3 Ix = 3.363 in.A4 * Fb * Sx * Fb RESULT GOOD GOOD GOOD GOOD GOOD SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EIS FOR NWHS SHEET NO. 10 OF 14 DATE 08 -20 -1999 CALCULATED BY BOB S. BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375^2rr/4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t D t = .0747 min. = .5 ' t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing = .5t'2.22'Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 " ^3 Mcap = S * Fbending = .110 ' .66 ' Fy C = Mcap/.75 = 1.11 P1 P1 =1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap.= P1 ' 4.5 + P2 ' .5 = 4.555' 3,000 #'1.33 = 18,220 "# Mupper Mconn. Mconn. MIER Sbracket = .110 " ^3 Mlower BEAM TO COLUMN CONNECTION C =P1 +P2 = P1 + (.5/4.5)P1 =1.11 P1 SEIZMIC INC. MATERIAL HANDLNVG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FO SHEET NO. 1 1 OF CALCULATED BY BOB S. DATE 08- 20-1999 14 TRANSVERSE ANALYSIS : BRACING :TYPE 1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L- 6)A2 +(D- 2*Bco1)A2]A.5 = 58.4 Vdiag = Vtrans * Ldiag. / D =1705# kI /rmin = [ 1 *58.4 ] / .488 =119.6 Fa = 1121TA2E] /[23(kI /r)A2] =10422 psi. fa /Fa =Vdiag /(Area *Fa) = 0.50 DI= 58.4" D= 42" DIAGONAL AND HORIZONTAL BRACING T 1 L= 52" Area= .325 "A2 rmin= .488 " t= .0747 " W= 1.5 " H= 1.5 " INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT El S FOR NWHS SHEET NO. 12 OF 14 CALCULATED BY BOB S. DATE 08- 20-1999 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2223.7.1 OF THE 199T Uniform Building Code FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 1226 Ib. Mot = Vtrans * ht * 1.15 = 1226 * 177 * 1.15 = 217221 in.Ib. Mst = E(Wp +.85wDL) * d/2 = ( 16000 +.85 * 400) * 42/2 = 336000 in.Ib. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT SHEAR = 245 Ib. Mot = Vtop * h * 1.15 = 245 *210 *1.15 = 59242 in.Ib. Mst = (Wp +wDL) * d/2 = ( 3200 +.85 *400)* 42/2 = 67200 in.Ib. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 1000 Ib. PULLOUT & 1840 Ib. SHEAR COMBINED STRESS1 = 0 / 2000 + 613 / 3680 = 0.17 COMBINED STRESS2 = 0 / 2000 + 122 / 3680 = 0.03 408# 42 "-F 327# `♦ 245# womelo 1 63# alio 81# • INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT El S FOR NWHS SHEET NO. 13 OF 14 CALCULATED BY BOB S. DATE 08- 20-1999 BASE PLATE :TYPE 1 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 8200 Ib. B = 7.75 in. Mb= 5507 in.Ib. P/A = Pcol /(D *B) = 211.6 psi. M/S = Mb /((D *BA2) /6) = 110.0 psi. fb2 = 2b /B *fb = 67.44 psi. fb1 = fb -fb2 = 42.59 psi. Mbase = wb1 ^2/2 = b1 ^2/2[ fa + fb1 + .67fb2] Mbase = 843.8 in.Ib. Sbase = 1*tA2/6 = 0.0234 in.A3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .99 ANCHOR TENSION EMo = T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol *b /2d2 T = -1553 Ib. D = 5 in. b = 3 in. t = .375 in. b1 = 2.375 in. SEIZMIC IN C. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 El S NWHS 14 CALCULATED BY BOB S. DATE 08- 20-1999 PROJECT FO R SHEET NO, OF 14 .4 SLAB AND SOIL :TYPE 1 THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. fa) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot/d) = 20,272 Ib. Fpunct = 2*sqrt(fc) = 109.5 psi. Apunct = [(w +t/2) +(d +t/2)] *2 *t = 177.5 in.A2 fv /Fv = Pmax /(Apunct *Fpunct) = 1.04 (b) SLAB TENSION Asoil = Pmax /(1.33 * fsoil) = 10.14 ft.A2 = 1,460 in.A2 L = sqrt(Asoil) = 38.2 in. B = sgrt(w *d) + t = 11.2 in. b = (L -B)/2 = 13.5 in. Mconc = wbA2 /2 = (1.33 *fsoil *b ^2)/(144 *2) = 1,263.7 in.lb. Sconc = 1 *t^2 /6 = 4.17 in.A3 Fconc = 50 *sgrt(f'c) = 246.48 psi. fb /Fb = Mconc /(Sconc *Fconc) = 1.23 BASE PLATE w = 7.75 in. d = 5 in. CONCRETE t = 5 in. f'c = 3000 psi. SOIL f s = 1500 psf. June 9, 2000 Andy Boissonneau 1100 SW 7 St Renton Wa ,98055 RE: Permit Status D99 -0322 18404 Cascade Ave S Sincerely, City of Tukwila Bill Rambo Permit Technician Xc: Permit File No, D99 -0322 Duane Griffin, Building Official Department of Community Development Steve Lancaster, Director Dear Mr. Boissonneau: In reviewing our current permit files, it appears that your permit to install 120 bays of pallet racking, issued on September 23, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 . •M,w::9 <<: :: ^:, ,,. -r .• 9:^":�" i�`'i;'i1'{c 1 t4'�. ^ t. • ;P •.lv." I'`� xQ";I °;nc� �':,.' �xr.l,. A.. G,' �iT �, Xrk4i��;." r!• t: Ft' � Y�i+;:' �a� J.•„ Y �4rit�nvs'•t ,7 /.G��S �� >:*ri's� ....xsr. ?,��` PLAN � REVIEW/ROUT I NG SLIP TIVITY NUMBER D99 =0322 DATE 9 -2 -99 PROJECT NAME ..EIS (RACKING) X ..Original Plan Submittal Response to Incomplete Letter# Response to Correction Letter# Revision # After Permit Is Issued DEPARTMENTS: Building U'vision Ill ptiU)C, 1-14°1 Public Works Complete 2 Comments: Fire revention *WC' 67' 1041' Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE 9 -7 -99 Incomplete n Planning Division Permit Coordinator TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required Not Applicable n n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10-5 -99 Approved 1 I Approved with Conditions — Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n \PRROUTE.DOC 5/99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: L City of Tukwila Fire Department Fire Department Review Control #D99 -0322 (512) Dear Sir: September 10, 1999 Re: EIS - 18404 Cascade Avenue South, Suite #A -120 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1 Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 sprinkler 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. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 Page number 3 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fine Chief Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. 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) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 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) Smoke venting and curtain boards required by Table 81 -A of the 1997 edition of the Uniform Fire Code, shall be provided and installed per section 8102.7 and Table 81 -B of the 1997 edition of the Uniform Fire Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.• (206) 5754404 • Fax (206) 5754439 C, City of Tukwila Fire Department Page number Code. Racks designed for high -piled storage must comply with section 2207 of The Uniform Building Code. Please contact The Tukwila Building Department for details pertaining to design and installation standards. Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 231c 4 -3.1) 6. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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 J John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 • RZOISTERED.AS PROVIM BY LAW AS COM CONT ORMUZ WEL 4X • • • • • • .• . • .a. . .:t . • ■ s (.5 I 4' s • • • ' • . • s . • • " JAN-14-98 02i11PM FROM-NORTHWEST HANDLING •••••••• •••■••■■••11. F625-11524:10 (1197) • • A c V C OCT 3 0 1998 14411VO4.104e*eal....Q.01.1 425 -228 -sg46 T-133 P.02/02 F-885 C.) • REGISTERED AS Min:DIM ET LAMAS I CONS? COM OBNIERAit * „MT 7EXP: . . 81111 • . • A- • rarrrjr4 7 =nom WA ...lee/50' •• Muth And Display Certificate - LSiguature Issued by DEPARTMENT OF LABOR AND INDUSTRIES) Please Remove And Sign Identification Card Before Placing In Billfold 4111 ' WP. 41 T I 44 lit0 .. - - --.:- .\ 41 .0F 11 CO -----='' II t411 101 0 (dr i t I . T ) t p■ 0 7/16" . STUD Illti . 1/8 0 4 ° diala 1,8 i .. Typ. k 1YP. I 3" APPROX. 3" APPROX. i ht i i ja 1 ' "/: 4 , 't 1 ,,, J V- TYPICAL BRACING TO COLUMN CONNECTION VIEW W 14 Al m , W. TYPICAL BEAM TO COLUMN CONNECTION VIEW •B' TYPE 1 -1 4") NOTES: 96 — 42" r I,. r — 42" TYP. 8 • 1 G TYP. 1/8 V 0 211- 7 216" 3,200# 24" L L % I 1 1. • I . 1 ■_ . 4 " 74" 42" 3,200# r- 3,200# 52" % 4 " 3,200# FRONT VIEW SIDE VIEW 8 5B BEAM (597) 1. LIGHT. DUTY STORAGE RACK DESIGNED PER DIV X OF THE 1997 UBC. 2. STORAGE CAPACITY: = TYPE S/R = #3,200 PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KWIK BOLT II WEDGE OR APPROVED EQUAL ICB0 #4627. 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS, 7. CONCRETE 5" THICK X 3000 PSI. 8. SOIL BEARING PRESSURE 1500 PSF. , - 6B STANDARD CONNECTOR 14. .4 STORAGE RACK ELEVATIONS 14 GA. 11" —.-- '4/8V2 \ 3/4\ 3 1 /2" ____._ 1 5 " MIN. EMBEDMENT = / ...30 12 3- 0 A t A , ,__ _ J ' 8 - :re" c A I C <- ,t.'i. / . 4 MATERIAL HANDLING ,. •t" , ' , 3' -'1 , L._ l ID , -------'-...*''..........'- ENGINEERING . 161 Atlantic Street , Est. 1985 Po 8 , t r- rnona California 91768 , 4 ... 49 ,..\,, Tel. (909)869-0989 Fax.(909)869-0981 I t in I im—i 1 /2 0 A ED ' Z:>1/8 1 " ., ' TYR 3/Er THK. USE 2 PER BASE PLATE OkOkk-k CIV oV A E D 0 " 9 \I a 199 SO 2 - „,,,,t,-0 .9AACCII cION T HORIZONTAL & DIAGO BRACE 14-12 TYP• " , ....-. ..,..., ON Sy , CALIFORNIA . - CONTRACTORS SCALE: NOT TO SCALE !DRAWN BY: D.G.R. 6 - :;,."'.( LICENSE TE APPROVED BY: SAL E. FATEEN EKLREs/ -I 9 _ NO. 665374 8/23/99 DESCRIPTION: STORAGE RACK DETAILS ( INTERLAKE TYPE) 1 COLUMN ADDRESS: EIS 18404 CASCADE AVE . SO., TOI<WILA, WA. DRAWING NUMBER: 99 -1819A BASEPLATE .... 3B .41 ANCHOR 990 322 PERMIT CENTER r i ►, NORTH SITE SCALE: I/16" CASCADE AVE. S. WEST VALLEY HIGHWAY — SR 181 PLAN EXPIRED D99 -0322 cn 0 0 r - d_rs1"- hk approv Is ae r i :at t'e Plan ' ec ov2i sublectto errors and °miss. 's and appr ot plans does not authorize tri violation IOt any i li p code or ordinance. Receipt d con - ::croe'sce y tap -01., .lansacknowedyed- ay ili t RECED CITY CF TEIVUKWILA PERMIT CENTER 1 dJ qq -0322 m_ m b ml va �2 GI c O O - 2 c." sPALE AS SHAW I) I 39' -6" ' - " 3 ' -G" PROPOSED LAYOUT 07/12N9 08/20/99 35' I, 35' 3'_G" l9 E9 10 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 PROJECT PRE 42X96 42X96 II 42X96 42096 42X96 II 42X96 42X96 42496 42X96 42X96 42096 42096 42X96 42X96 42X96 42096 42X96 2X96 2X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 1 42X96 42X96 42X96 42X96 42X96 O 2X96 42X96 ( 42X96 42X96 2X96 42096 2X96 42096 42X96 42X96 42X96 42X96 42X96 42096 03 35' 42X96 42X96 42X96 42096 42096 fps 0 42X96 42X96 42096 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 42X96 1 42X96 42X96 NO l i 1 \ y' I5tiT L[l.11llr/111 /1 7 'E� 1100 SW 7th STREET RENTON WA 98055 (425) 255 -0500 RENTON 42X96 II 42X96 II 42X96 42X96 42096 II 42096 42X96 42X96 42X96 2X96 42X96 ANCHMAGE 42096 42096 42X96 42096 I_ 42096 42X96 42X96 42X96 42X96 g I, 42X96 42096 42X96 42X96 42X96 NOT PUBLISHED. ALL RIGHTS RESERVED, THESE DRAWINGS AND SCIFICONS, AND IDEAS. DSIGNS, AND ARRANGE - PROPS PE T YPOFS ATI NWHS. THEREBY AR AND SHALL 86 96 - PROPERLY OF NWHS. NO PART THEREOF SHALL BE RE- PRODUCED, COPIED, ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD, PUBLISHED OR OTHERWISE USED w"- OU1' THE PRIOR WRITTEN CONSENT OF NWHS. PORTLAND SPOKANE