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HomeMy WebLinkAboutPermit D99-0042 - Houston Wire and Cable - Storage Racks City of Tukwila C WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 788890 -0030 Address: 18436 CASCADE AV S Un: 120 Suite No: Location: Category: AWSE Type: ,DEVPERM Zoning: Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: KENT Wetlands: .0 South: .0.. East: .0 West: .0 S eW'e r ::. TUKWIl.A. . ;9;lopes: N Streams: Print Name: nu 3", -vS/e . Contractor License NORTHWH275JF OCCUPANT HOUSTON WIRE' AND `CABLE 18436 CASCADE AV S, TUKWILA,`WA;.98188 Permit Center Authorized Signature: DEVELOPMENT PERMIT Phone: 425- 255 -0500 OWNER ESTATE:OF Phone:`:. (206)872 -4680 'C0 COLLIERS, INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 CONTACT TOM FROSLAN Phone: 425- 255 -0500 1100,SW 7TH, RENTON WA 98055 CONTRACTOR NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500 ;:.` ; 1100S. W; 7TH STEET, RENTON, , WA 98055 ; ****************.*****************.*.********************** * *k. * * * * * * * * * * *** ** * ** * *k * * * *° Permit Descrip ? INSTALL 48 BAYS PALLET RACKING. ************,, k********#.********* * * * * * * **k * * * * * * * * * * * * ** * * * ** *1 Construction Valuation: $ .00 i PUBLIC WORKS .PERMITS :. *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant:. N No Size(in): .00 lood 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: $ .. 141.86 ********************k********************,( c*********** ** * * * ** * ** * * * * * * * * * * * * * * **k * *** ( (206) 431 -3670 Permit No: Status: Issued: Expires: D99 -0042 ISSUED 02/18/1999 08/17/1999 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS /AFA 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 permit. Signature: 1'1/ Date: 1LI$j4' 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. d,dress 15436 ,CASCADE AV S Uri 1'20 Pei rnit Nu D9j 00 T nt: „ status I SSUE D T P.e D VPE hi Appl ied: 02/08/1 99 9; rce1 ?# 7 i 889Q 0030 { I�su .d 0/18/199 * * **k * k �4 * * 'kkkAC. r= mlt ... . Project Name/Tenant: 1IVusfiun jd;re * CAb le- 44..,. /44 p Valu%of Construction: 1► 3000 -- Site Address: /' City State /Zip: / 8 e hscA-0 � it -v6 Ti. x.....,%, g... i4 Tax Parcel Number: - 7 & .96.90 -4430 Property Owner: p pus Nw. / i ?!r.. •1 ba // Phone: Street Address: City State /Zip: Fax #: Contractor: /t/ui wed ? 1,4.1 /r s f in. S Phone: LOS/ 2 S"S' G AD t7 Street Address: //o if 1..., - r City State /Zip: /2e., r, w 0- 96 2 U* Fax #: Ws/ 2 21 -6 SYb Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: x iSir • C. .T n e. Phone: Street Address: City State /Zip: /6/ Atli /;e Si. / o p,. Ga 9 768 Fax #: Contact Person: Tem %as t all Phone: Li s-/ 7-s - os Street Address: l loo S 1 t''' City State /Zip: /Z tr fiYr . , , ,4 e 1 f5S Fax #: y;S'/ 2.2 S-- byVA Description of work to be done: q41.S /( if 8 trA 4 / /`t /c, ,ma Existing use: 10 Retail CI Restaurant ❑ family IJ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family acVarehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /Universit In Other Will there be a change of use? CI yes E{d no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? g1 yes ❑ ,n�o, Existing fire protection features: © sprinklers T automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /0 r 7 5 t * existing Area of Construction: (sq. ft.) ,s,,., IP '/ (tote re.%,- -fib G(ro�, i Will there be storage of flammable /combustible hazardous maiw i n the building? ❑ yes ❑ no Attach list of materials and stora g e location on se • arate 8 1/2 X 11 gager indicatin • • uantities & Material Safet Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TI(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous APPLICANT; REQUEST FOR PUBLIC..WORKS SITEICIVIL PLAN REVIEW.OF THE.FOLLOWING (Addltlonal:revlews may. be determined by the Public Works Department) • ❑ Flood Control Zone ❑ 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. Date ap 11catce Date apgatlog'lres App11 f %en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM C'TPERMTT.DOC 1 /29/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: 44.1��, _ Date: Z Print name: (`f'^V1M .31,„ S �L�It ' j?p ,1 Php4/ ZS --' S LU f Faax Si 1 Address! Q J S w ? fi+ !! City /Sf�te /Zir,rw R 41 Off �C s ALL COMMERCIAL /MULTI - FAMILY TENANT IMPROVEMENT /ALTE' TION PERMIT APPLICATIONS MUS' 'E SUBMITTED WITH THE FOLL /NG: 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ,.../ ❑ lJ 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- �y 9). ❑ ,.�/ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Lr 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. ❑ in 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 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 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 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPE M1T.UOC 1 /29/97 . ****;:44,*:***:kicil.:*,‘***4,,i , , , , Acoolinti: Cade :'; ; ',' -. ' Co 0 ii-cr i pt i on — . : ' ' : ' Amount: qao(345030' _ .. ,' - PLAN.. CHECK'.. k3NRES 1O 8 .2 0343 02/11 17.1.7 TOTAL, 100.23 COMMENTS: ri R.. r leseeptit,-e.1 0 4 j=,OL 5 - Pte, 1),__ *c.6o #1E76-7 &- 15Oc rs / � ,, e r & t17 STA-A P e €O( t a. m. Special instructions: Requester. t 'r,....„ ".". ,fir'- ' - ----- -- r....,...- ----.. ,...„, _.. r -ca-t _t _.-D ,it, m0't`r< pr F04' 7 / 4 . , ,,_ a Project: lA vord k trv .. \.. A0 1J of Inspection: re 01 /I. 1 rr^^ Casr 0 1...e i lk. 1 t.` V (- 1/Le 11 Date wanted:- /' ` a. m. Special instructions: Requester. rtg D 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' .6300 Southcenter Blvd, #100, Tukv la V1' 188 PERMIT NO. (206)431 -3670 Approved per applicable codes. corrections required prior to approval. 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: STORAGE RACKS ORNE-IN RAI:KS CANTILEVER RACKS ME7ZNIINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TAWS MODULAR OFFEES GM:MIAS BOOKSTACKS CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING • HELD INSPECTION SPECIAL FABRICATION EST.1985 ALASKA NEVADA AAMNA WIN MEXICO CALIFORMA OREGON COLORADO PENNSYLVANIA WO UTAH MISSOURI WASHINGTON SEISMIC ANALYSIS OF STORAGE RACKS FOR HOUSTON WIRE & CABLE TUKWILA, WA. #99-0165 mrprTg.F - 12-2000 RECEIVED CITY OF TUKWILA FEB 0 8 1999 PERMIT CENTER Pqq--Doi-nw 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869-0989 • FAX: (909)869-0981 MATERIAL HANDLING ENGINEERING • TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 2 CALCULATED BY BOB S. PROJECT H0 , I ISTON WIRE & CABLE FOR Nd■ • . HWEST HANDLING (WA) SHEET NO. OF 14 DATE 01-29-1999 DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL TABLE OF CONTENTS PAGE # 1 2 2 3 4 5 6 7 8 9 10 11 12 13 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. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT HO' 1 STON WIRE & CABLE Fo R — NC (HWEST HANDLING (WA) SHEET NO.. 3 OF 14 CALCULATED BY BOB S. DATE 01'29'1999 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 TRANSVERSE LONGITUDINAL TOP VIEW MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLAN11C STREET • POMONA • CA 91768 • • •?':'PROJECT FOR SHEET NO., CALCULATED BY 9N WIRE & CABLE EST HANDLING (WA) 4 14 OF BOB S. DATE 01-29-1999 1 4,050 Ib. 18,909 in.lb. 17,650 in.Ib. <-std.conn. 2 2,700 Ib. 12,392 in.lb. 11,914 in.Ib. <- std.conn. 3 1,350 Ib. 7,435 in.Ib. 5,718 in.Ib. <-std.conn. TYPE 1 DESIGN LOAD = 2600# BASE PLATE COLUMN BEAM J 7.75 X 5 X .375 Mbase = 9903 in.Ib. .4 COLUMN 3X3X13GA(LU75) STRESS =1.04 V 4 -1 /32x2- 3/4x14GA/485H MAX LOAD /LEVEL = 4,552 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.62 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.16 DIAGONAL .4 1 1/2 X 1-1/2 X 14 GA STRESS = 0.49 V PUNCT. STRESS = 0.87 BENDING STRESS =1.04 TYPE 1 SEIZMICt 1 16 1111 41C ;000 1 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 - FLOOR SLAB 5" X 2000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. SECTION AXIAL FORCE 192" PROJECT H0 WIRE & CABLE FOR NON I'HWEST HANDLING (WA) SHEET NO 5 OF 14 CALCULATED BY BOB S DATE 01-29-1999 64" 64" 64" 2,6001b. 464 2,600 Ib. 2,600 Ib. 309# 154# 5 f 96" Iu= 96" MOMENT BEAM MOMENT 74" 1, 42.4 394# 197# -1 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT HO 9-TON WIRE & CABLE FOR NO WEST HANDLING (WA) SHEET NO, 6 OF 14 CALCULATED BY BOB S. DATE 01- 29-1999 LOADS & DISTRIBUTION :TYPE 1 LIVE LOAD PER SHELF = VA = 2,600 lb (BASED ON CLIENT SUPPLIED DATA ) DEAD LOAD PER SHELF = Wdl = 100 lb TOTAL LOAD PER FRAME = 8,100 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V= ((2.5 xCaxl) /R)xWtotal Wtotal = (WII + WdI) x n n = # of shelves Seismic Zone = 3 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 j,ONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 930 lb w/ working stress reduction Fi = VWhi / EWh TRANSVERSE DIRECTION 1= 1 Soil Coef. = Sd 1 Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 1183 lb w/ working stress reduction Fi = VWhi ./ EWh TOTAL FRAME LOAD = 8,100 lb. 2,600 lb. 4 64# , 2" 64" 64" 64" 3 2,600 lb. 2 2,600 lb. 1 1 96" Iu= 96" 42" 1 309# 1 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT 14°‘°`41-ON WIRE & CABLE FOR NOk r HWEST HANDLING (WA) SHEET NO. 7 OF 14 CALCULATED BY BOB S. DATE 01- 29-1999 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 = F 1 = 77 Ib. F2 = 1551b. F 3 = 232 Ib. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 9903 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 Mconn 1 4050 18908 17650 2 2700 12392 11913 3 1350 7435 929 Ib. 465 Ib. Mupper Meow "L" JL M borer �—J / B SLAB Mcono "R' SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR HOUS T ^;=N WIRE &. CABLE NORT�WEST HANDLING (WA) SHEET NO. 8 OF 14 CALCULATED BY BOB S. DATE 01-29-1999 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL Pmax = 4,050 Ib. Mmax = 18,909 in.Ib. Kxlx /rx = 1.2 * 62 / 1.229 = 60.5 <- GOVERNS Kyly /ry = .8 * 52 / 1.08 = 38.5 Cc = (2n^2E/Fy) ^.5 = 102.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kI /r *Fy)/1494] ^2 = 23,743 psi. fa = Pmax /Area = 5,159 psi. fb = Mmax /Sx = 23,815 psi. fa /Fa = 0.22 >15 F'e = 12Tr ^2E /23(Kx1x /rx)A2 F'e = 40,748 psi. Fb = .6 *Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.83 COMBINED STRESS = 1.04 k- SECTION PROPERTIES A =3 B =3 C =.75" D =0" E =0" Wt.= 2.664# t1 = .09" t2 = 0" Area = .785 "A2 lx = 1.192 "A4 I y = .917 "A4 Sx = .794 "A3 Sy = .584 "A3 rx = 1.229" ry = 1.08" 64" 62" y Front View Sae Viev4 B 52" 52" SEIZMIC � INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT HOI'cTON WIRE & CABLE FOR NOk . HWEST HANDLING (WA) SHEET NO. 9 OF 14 CALCULATED BY BOB S. DATE 01- 29-1999 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. I max = [1950 + 1200(M1/M2)]b/Fy SINCE M1/M2 = 1.0 !max = 3150 *b /Fy = 158 in. SINCE 'max > Iact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 4.035" 1) BENDING CAPACITY M= Sx *Fb= wIA2 /8 = 30723in.ib. CAPACITY = 2(8 *M /I) = 4551 Ib. Sx = 0.931 403 2) MAXIMUM ALLOWABLE DEFLECTION (U180). Ix = 1.850 in.A4 A = 5wIA4/384E1 CAPACITY = 2[(384EI)/(5 *180 *1 ^2)] = 50531b. MAXIMUM STATIC LOAD PER LEVEL IS 4,552 Ib. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2 /8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic Mallow 1.125 Mstatic (static) (seismic) 1 15600 17550 30723 17650 40963 2 15600 17550 30723 11913 40963 3 15600 17550 30723 5717 40963 RESULT GOOD GOOD GOOD MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT HOUST - N WIRE & CABLE FOR NORTEI€ST HANDLING (WA) SHEET NO 10 OF, 14 CALCULATED BY BOB S. DATE 01-29-1 999 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2n /4 = .150 " "2 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. Sbracket = .110 " ^3 BEAM TO COLUMN CONNECTION C Mlower C =P1 +P2 = P1 + (.5/4.5)P1 =1.11 P1 1/2" -SEt2MIC PROJECT HOLIgTON WIRE & CABLE INC. FOR NOR‘.-AWEST HANDLING (WA) 1 SHEET NO, 1 OF 14 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 CALCULATED BY BOB S. DATE 01-29-1999 161 ATLANTIC STREET • POMONA • CA 91768 TRANSVERSE ANALYSIS : BRACING :TYPE 1 IT IS ASSUMEDI 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 rr WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER • L diag. = [(L-6)A2+(D-2*Bcol)A2in.5 = 58.4 Vdiag =Vtrans * Ldiag. / D =1644# kl/rrnin [ 1 *584]! .488 =1196 Fa =[12nA2E]/[23(kl/r)^2] =10422 psi. fa/Fa =Vdiag/(Area*Fa) =049 D= 42" • DIAGONAL AND HORIZONTAL BRACING Area= .325 "A2 rmin= .488 " t= .0747 " W= 1.5 " H= 1.5 " MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2226.7.1 OF THE 1997 Uniform Building Coda FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 1182 Ib. Mot = Vtrans * ht * 1.15 = 1182 *149 *1.15 = 203116 in.Ib. Mst = E(Wp +.85wDL) * d/2 ( 7800 +.85 * 300) * 42/2 169155 in.Ib. Puplift = 1 (Mot - Mst) /d = 808 Ib. <- CRITICAL SHEAR = 394 Ib. Mot = Vtop * h * 1.15 =394 *192 *1.,15 = 87049 in.lb. Mst = (Wp +wDL) *:4/2 = ( 2600 +.85 * 300) * = 59955 in.Ib. Puplift = 1 (Mot - Mst) /d = 645 Ib. PROJECT HOUSTON WIRE & CABLE FOR NORTf- .AVEST HANDLING (WA) SHEET NO. 12 OF 14 CALCULATED BY BOB S. DAT 01- 29-1999 USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 875 Ib. PULLOUT & 1840 Ib. SHEAR COMBINED STRESS1 = 808 / 1750 + 591 / 3680 = 0.62 COMBINED STRESS2 = 645 / 1750 + 197 / 3680 = 0.42 42" I s __; 3 9 4# 197# Cii of Tukwila Department of Community Development Tom Froslan 1100 SW 7 Renton Wa 98055 RE: Permit Status D99 -0042 18436 Cascade Ave S Dear Mr Froslan: In reviewing our current permit files, it appears that your permit to install pallet racking, issued on February 18, 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)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, GLO gamSt-u-- Bill Rambo Permit Technician Xc: Permit File No. D99 -0042 Duane Griffin, Building Official Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 4.rwif &Ord • PLAN REVIEW /ROUTI ACTIVITY NUMBER: D99 -0042 DATE: 2 -8 -99 PROJECT NAME: HOUSTON WIRE & CABLE Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ® Fire Prevention AM. 2 - 1(4 )41O6 24111 Public Works ® Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 - 11 - 99 Complete Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Approved ❑ \PR.ROUTE.DOC G /9B G SLIP Planning Division Permit Coordinator is Nofurther Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -11 -99 ..c Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved E Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Fire Department Review Control #D99 -0042 (510) Dear Sir: City of Tukwila Fire Department February 11, 1999 Thomas P. Keefe, Fire Chief Re: Houston Wire Cable - 18436 Cascade Avenue South, Suite #140 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) 2. 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) 3. 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, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) 4. Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 5. 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Page number C City of Tukwila Fire Department Thomas P. Keefe, Fire Chief column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 6. 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 Code. 7. 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. 8. 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) 9. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 e Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 labor and industries northwest handling system 3" APPROX. 3" APPROX. TYPICAL BRACING TO COLUMN CONNECTION TYPICAL STORAGE RACK ELEVATIONS 7/8" TY BASE PLATE COLUMN 1/8" /23/4" ` TYP. 7 3/4" TYP. WRAP CORNER 21 /2" 3/8" THK. CONNECTOR TYPE 'A' BEAM WELD NOTE: ALL WELD= 1/8 "THK. GENERAL CONFIGURATION -B 7/16"0 STUD TYPICAL BEAM TO COLUMN CONNECTION fi 64" 64" 64" 3 1/2" MIN. EMBDMNT 7 3 � ANCHOR *--42" Front View 1/2" 2 REQ'D PER BASE PLATE 192" 52" 52° Side View 8 " (UlI_.l= Lill= l,'l!l °1= 118 1= JlLl= �ili°llJ= ll/ 72411 ; i/_'Il„—°,/ _«,ill;; ;, %n l n gellI/' U/= 1 1/2" HORIZONTAL & DIAGONAL BRACING NOTES: 1. STORAGE RACK DESIGNED PER DIVISION X OF THE 1997 UBC. 2. STORAGE CAPACITY: 2,680. PER LEVEL 3. ASTM A570 FOR SHAPE Fy . 55,000 PSI GRADE 55 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KWIK BOLT 11 OR APPROVED EQUAL ICBO *4627. 6. CONCRETE 5° THICK x 2000 PSI 7. SOIL BEARING PRESSURE 1000 PSF I understand that the Plan Check (' subject to errors and orriscs plans does not author' adopted code or ordina tractor's copy of approved .,l "I✓ Date Permit No v � I EXPIRES 4-12 -2000 FILE CO CALIFORNIA CONTRACTORS LICENSE NO. 665374 w crx c-a Le- Art SCALE NONE DATE 2/1/98 J 4" SEIZMIC SEIZMIC MATERIAL HANDLING ENGINEERING 161 Atlantic Street EST. 1985 Pomona, CA 91768 Te1. (909) 869-0989 Fax (909) 869-0981 DESCRIPt10 TORAGE RACK DETAILS (INTERLAKE TYPE) ADDRESS HOUS WIRE & CABLE TULWILA, WA DRAWN BY S. K. APPROVED BY SAL E. FATEEN DRAWING NUMBER 99 -0165A rn Ar A, 2 13 ADA APPROVED n HI -LO D.F. 111 J T RACKING BY TENANT 17- 18_.I 1 I .I 1 I 19 1 20 21 1 22 L — J 2 EA. 1? 220/230V L4' yj EXISTING SK YUCNT5 n I ABOVE (TYP.) 1'[1-311---1 I 27 I H - -+ --I— 1 —I— _ I 26 32 1 33 +; / -I I 34 I 30 -- RACKING BY TENANT ---+ L i J 1 T 1 1 36I 37 1 11001 WAREHOUSE I_ 1 15_ J BREAK RO X 103 1 0 BOLL PEN EgletANAGER 104 ONFFRFNCF 4 EA_ STANDARD 2 Et, 3? 440 /4BOV II I2� EXISTING 3X7 /H.M. EXIT DOOR EXISTING 0/4 ON GRADE DOOR r L 26 rr SPACE A —DOCK LEVELERS - EX61ING CONCR_FTE FLOOR SLAB 1 rcurnuG j i 141G ACFRN � ACFl/ j 1 4s 47 PROPANE SFORAIf RACK \L 43 L 0- O SCALE: 3/32 " =1' -0" EXISTING EXIT DOOR k PAD PER SHELL PLAN 25' -0 PLAN VIEW EXISTING EXiFROR WALL TYP. �'• r� DOSTING DOCK DOORS EXISTING EXTERIOR WALL PLAN NORTH A5f CDNTANE'P' 1�+q 96' FRONT SCALE: 1/4 " =1' -0" 42" SIDE FILE COPY ELEVATIOtQS I understand that the Plan Check approvals are subiect to errors and omissions and approval of plane does not authorize the violation of any adopted code or ordinance. Receipt o actor's copy of approved plans acknowledged. 444 aI date r° •�� �. Pzrm;t plc. iyeeervgb 8 192 r _ z G AU118LK HOUSTON -W &C -1