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Permit D99-0114 - Globe Business Resources - Storage Racks
•Globe Furni City of Tukwila 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: 788890 -0030 Address: 18436 CASCADE AV S Un: 180 Suite No: Location: Category:. AWSE DEVPERM RACKS Type: Zoning: Const Type: Gas /Elec. Units: Setbacks: Water: Wetlands: Signature: The granting • th cancel the •rovisi or the performan development p Print Name: 001 North: 0 South: KENT Sewer: Slopes: Permit Center Authorized Signature: Contractor License APPLIHNO33JT OCCUPANT GLOBE 18436 CASCADE. AV S, TUKWILA WA 98188 OWNER ESTATE OF JAMES . CAMPBELL 'C /O COLLIERS INTERNATIONAL, CONTACT - "':RICHARD CHAFFEE 8531:.S 222, KENT WA 98031 CONTRACTOR APPLIED HANDLING NW INC.. Phone: 253-395-8500 24217 138 AV SE, KENT', WA 98046 * ** * * * * * *•k* k k****************** * ** * * ** * * *•k * * * * * * * * * * * *•k ** * ** * k * **• **•k Permit Description; INSTALLATION OF RACK STORAGE *******************! r******** ******* * * *k ** ** * * ** * * *k * ** * *•k ** *i *** *•k** * *** ** * *•k * * *** 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 lood Zone: N Hauling: N Start Time : Land Altering: N 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 t.Extension: N. Private: N Public: N •k•kk•k** k * * ** * * * * ** * * ** * *** * * * * * * * ** * ** k * * *** * * * * *•k * * * ** k ** * * *•k *:k * *** * * * ** *•k * * * * * ** k k* TOTAL DEVELOPMENT PERMIT FEES: $ 816.71 * ** * * * ** * * * ** k * *'k * * * * ** * * ** * * * * * ** irk * ** * * * * * * * * * * * * * * * * ** ** ** k* * * * * *•k * ** k * ** k ** Fire 0.. East: TUKWILA N 20206 72ND AVE Cut: Occupancy: UBC: Protection: .0 West: Permit No: Status: Issued: Expires: Streams: Phone: End .Time: Fill: (206) 431-3670 D99 -0114 ISSUED 04/27/1999 10/24/1999 THEATER 1997 • .0 Phone: (206)872 -4680 KENT " WA. 98032 Phone : - 253 -395 -8500 E LCLL Date: "1 - 272 9 I hereby certify that I have read and examined t is 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. t does not presume to give authority to violate or other state or local laws regulating construction I ani authorized to sign for and obtain this oat..1 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. , ...„ ,..: 0 $,P8 ?1,. .r ''''''' '" 7 "•,•"...$41'..e.,•••:,..,,• '..-,•-•-•s'::.• , • . ,.. :., • ..,,..• --.,,,,,...... 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Project enant: Na L �oE � u4iVrsiyi�+r�s Existing use: ❑ Retail in Restaurant ❑ Multi- family ' Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Valu t u io ��1�', ax PardNumber: i g4 Q4 A If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ›Nr yes ❑ no 4 � Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm CI none ❑ other (specify) Ao r� Building Square Feet: existing pA i gil ap res?i 8 �. . 6• Sr City State /Zip: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Materia S fety Data Sheets F 14 �t �1�¢ � w. Pho _,rte, /"" i Sinop 6. 49,220 Attys A 1 Fax # • jpr " f `,� r� J r Architect: I p Street Address: City State /Zip: Fax #: Enging tit ,v /A/Af Plsy. g30 • frisk, Str- - A•d•d = : 'tySt.. Cont ichAtto Fax Fax #: `;' ! -- '• 0 JV0 38 p gsloyiss:S Z GIN,A-Eft misfi lam vom Description of work to be do _lr s p,,i L iCer 'Pe c Vries -t KV .,1 AV 6?tifr'd Existing use: ❑ Retail in Restaurant ❑ Multi- family ' Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes .'no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ›Nr yes ❑ no 4 � Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm CI none ❑ other (specify) Ao r� Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Materia S fety Data Sheets CITY OF TUI(''VILA Permit Center 6300 Southcenter Blvd., 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. APPLICANT REQUEST. FOR PUBLIC. WORKS`SITE /CIVIL P.L W,; AN:REVIEOF THE;FOL`LOWINGt (Additional reviews maybe determined 'bythe Public Werke Department) El 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 In 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 application accepted: L ( J b (1 -6 Date application expires: to - ��1 -q�' Applicatlo)yta4en by: (initials) PLEASE SIGN'BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUIL�NG O N R�1 T •R/ZEQ?�GENT: Signature: \ (� f� Date ! e 99 Print name: A:,....././),,,,47 � � c �7/ /vir = �_ rip ��� . , n F f; •^� G� � ' �('� ! Address ---- _ �� / City�tate /Zip 4 , 7•-- 9/421/ ALL COMMERCIAUMULTI -F( ILY TENANT IMPROVEMENT /A -ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOL *WING: 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 plumlligglfitttyrrep (Form H -13). Business Dec't tlINVIlecir(jred (etpi H=10).4. . •'; ; • " ',`'«' "r;i• A _ 1 ❑ + 'FouP,(4)�e?s of worifiig drawings (five(5) sets }bra truc turati4v0h) ! *jai! : , 8 \" � / � • , . ` Site Plan (including existinc fire hydrant locations) - \Nt it • -. • ,t4 v r• a -.1 .• Nord? arrow and sutas� -. le: ' is �' ;''� ;. ?3•1.111. r ' • , • ' . e . 2. .Propertyc lines d mansions, setbacks, names of adjacent road Amy Rroppsecto�gxistifl�teempt — • 3.. ' Parking Analy of existing and proposed c cat pa "prdpos staRs'with dimens?'ons ,+j• ', .4, L ' cdtio of driveways, par( , ding &� rvicesrr '' A. " "' i11 5. Recycle coll location and area calc a long (chanae'of use only) 4 . •� r .. " "� 6. Locatibri And abfdening 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 4 , IdeDtify otsensjtive area slopes 20% -g watOnds vyitprciot and Miekrobrujr4 (change of ..4. le t'Landscve plan witlrirrigation and existing trees to be save&by', al2C1,41fe9ies (eXtblibrc change 1 2t ' Lo finighed floor elevation (if in flood control zone) .14.. 4.Seefublic Works Ohg!cklist for detailed civil/site plan information required for Pub4c Works Review (Form, H- hlo"r plan: show location of tenant space with proposed use of each room labeled ❑ El 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 `' ; "tidt1`ation details ❑�, ` I ptinkleY details - details of sprinkler hangers, specifically penetraticYhs.instruCtrire, i.e., roof; size of ' R 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 I HEREBY_CERTIFy_T T PENAL T t`- PER4URY T CTPERMIT.DOC 1 /29/97 READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER WS OF T STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. .. • , , • •• : . - • • I FIN N 11 ••• . , . , **,..1,%* 7 4(4*, *44 * A—A.* .10 4s 7h *':it k 74, 'A"k 0 5 5 t POLIED'..11fINI)L1 NG Ty 0 P P Eft 11 • ; • . • • .• • • • • ••••' .•-•• • -• • ..!•, • ,A . d dr st:': 13436 C(SCADE Ay...s •••:. - . • •.• • • . ,• • . • . •-• • •••-, • • , • • ‘. 816.71 Thi Payment i • 4,96 5 TutE11 ALL Pnts 1( 71 . '1; • . , • • , • Balance: . 00 it 4 ;66ot:tilt C011e • • 0ecri pi:;1 on Atnount • 000/ .1.00 BUILDING NQNRES • .492.25. 006/386.904y., STATE: BUILDING SURCI1AliGE:' 4.5D 2091 04/30 9717 TOTAL 496.75 „ " • * 4 4: kli::*`4FA?(*ii•*:,k-),:k.:A:4: k *** e •.,4; • ?e' .14 '4! k 1, 1 (4 RINMIT s vf*): -k.4c • 3 p 4)47 mourit:. 3i 996 04/1*1/99 13:23 DLR. • • .‘. • ; • .:•••• - • : • :•••.:, • ' ••••••..:•••.•: -DEO PEH1I DEVELOPMEWT PERMIT -. Prce1 No 7EB90-O030 •••• •••• • ••••,--..: • •• .•, .•. • ....• • :. • • • • ••• . • .•.. 6 • • llry 1EJO - .••••• • ••••• :.•- roti ••••• Fee: a • 3.1 9,96 Tota] - LL Pints .• , Descr'sipt • - • . :Amottn:t . 'PLAN CHECK VONRES • 31',.96. .o... . . . . . . , , . .... . , • , . . . .. , . . . , .. . . . . , . , , • . , • .. • . • . ., . . . . • , ' ...„,‘,..4. /•14 , . . . . . ,,..... .. , • .. .. . 04/15 9717 TOTAL 319.96 '. • ct • ? Type • Ir1spection: j s . ea4/,'Date _ ca • •. am,?.-7 ' `Spec al Instructions: P =' J Da�t j nted: Ca.m. �,/ ��q� . P. � ester: .T 1 r V &D ✓ma - ri > ryak5sti�ab;zY:7 INSPECTION RECORD Retain: a copy with permit PERMIT NO., INSPECT & N NO. CITY:OF::TUKWILA•BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,'WA 98 (206) 31 -3670 pproved p applicable codes. COMMENTS: Corrections required prior to approval. Ej $47.00 REINSPECTIO R E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: a - /� AVer �� a l( r -. +�. J co s� .d /7 /..o/ �h � e- S - � � C Special instructions: / / : 0' �-+—. (Uv d 2 ? Cf,,/t,�. A . ur >--$4. y ,5rE� e- -� /7 - s'°0 ci, ��� C e ,1 , ems.. — 1' / --- , Pr }qt - �� /6� T . (A ' Ty a of InspeEtionf ObliJ4 (AC AI /{� . A re ( �3� Cis Ate 5 to called: a -t/99 Special instructions: / / : 0' �-+—. (Uv Date wanted: , /Z. .7�/ r ` gym_, ,, p.m. Requester: Phone ts 5 g.Soo 'INSPECTION RECORD Retain a copy with permit NSSPEyTION NO.:. CITY OF TUKWILA BUILDING DIVISION 6300 Blvd, #100, Tukwila,; WA 1 9818 Inspector: Date: :`,;i S.;:=• tv. i:' 9„.:.. Yn:• l}'`, i, 1 .:.•.r_:�:e.;:;w--"�, PERMIT NO. (206)431 -3670 0 Approved per applicable codes. g Corrections required prior to approval. .611. 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project:a of InspOsn: a( ,, Address: /dieece Date called: Special instructions: Ak • '' \ Date wante& i S a.m. 99 Requester: .. ,1)-i Phone: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIv& #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMITA10. 1 (206)431-3670" Corrections required prior to approval. COMMENTS: 7 1-- L ) f2t, .1 14t7/ C Inspector: Date:5:2_ Ei $47.00 REINSPECTION J REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • ?32 / • TynniaAngpecti : t e Agezt_cce. D Y e f: sei ?? Special instructions: AV c kNe- A pate3 c/(9frf '.11* RegitereiH elialcsee . • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to approvaT. COMMENTS: „X. - / .0 j 1 " e4 Date: Approved per applicable codes: $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: --J.4SOte0 \O '•• 4 4 % I /908 City of Tukwila Fire Department Project .Name.. .Address . . 1 (//l c-.4ec /k/ : TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor . Thomas P. Keefe, Fire Chief Permit No . •J //z ,Ziek Suite ## v Retain current inspection schedule Needs shift inspection /Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM 41a Authorized Signa ure Date. ^ fiRie.4 +?'f'4+ Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 WARNING; Abbreviated assembly; toils are shown below. Proper assemr . the reePen —. sibility of the purchaser and \...- not covered by any seller warranty. Omission or substi— tution of components or hardware is not recommended. DROP —IN DECK STRINGER ROP —IN DECK HORIZONTAL DROP —IN DECK BOARD 5/8" Hole for 1/2" REVIEWED and APPN5Okib PETER S. HIGGINS & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 3 6 6 0 APR 1 3 1999 JOB PLUIVIoLii DME POSER( ANCHOR NOLO (4 HORS Pp. caLutuo DOUBLE SIDE; SINGLE SIDE NOTE; SEE BACKSIDE OF THIS SHEET FOR IMPORTANT INFORMATION A RECEIVED SEP ' R S. HIGGINS & ASSOf LONGITUDINAL BRACE BEAM Connect each end with one 4" long knurled neck pin. IAGONAL BRACING Connect each end w/ one 3/8 "x1" Hex head bolt, one serrated washer and one 3/8" flanged lock nut. FRONT MOUNTED ARM Lock in place with one 3/8 "x4 1/2" Hex head bolt and one lock nut COLUMNOi (install through top hole of arm saddle ) 9A 1122 Locki (Insert f column SPEEDRACK PRODUCTS GRO LTC. CANTILEVER RACKING ASSEMBLY FRONT MOUNTED ARM CF 12 9. Notice If this calculation is submitted f calculations as listed in the table by all drawings listed in Section in ink of a contrasting color wi signed across this block. REPRODUCTION SIGNED Globe Furniture Rentals Speedrack & LMT Racks Location: Kent, WA Prepared For Applied Handling NW Inc. 8531 South 222nd St. Kent, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225-F North Pacific Glendale, CA 91202 (818) 549-0072 Peter S. Higgins, S.E. Job Nu 660 Apr 99 eets of panied tures all be ARE INVALID This Document and the design it contai is provided as an instrument of service the written permission of Peter S. Hi Pete re es. S.Hi • Building r building perm' of contents on All documents the same Job rov t pa bear r R nts it sh e(s), a PPM erence II co d s at n all be acco Is and si alculation FILE COPY CITY OV "TUKWILA NPPROV 6 1999 UIL ING DIVISION 611 - o(14 eXPIRE'S. WAR 3 1 21111111 RECEIVED CITY OF APR 1 if 1999 PERMIT CENTER Project Globe Furniture Rentals April 12, 1999 P ,..ER S. HIGGINS AND ASSOCIATL CONSULTING STRUCTURAL ENGINEERS Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (UBC 2222) -Zone 3 1 1.2.2.2 Short Formulation -Zone 3 2 2 Speedrack Cantilever Racks- (Rows B & C) 2 2.1 Components and Geometry 2 2.2 Check Arms 3 2.2.1 Design Forces 3 2.2.2 Arm Capacity 3 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties and Capacities 3 2.3.3 Combined Stresses 3 2.4 Lateral Forces 4 2.4.1 Transverse Seismic 4 2.4.1.1 Base Shear 4 2.4.1.2 Design Forces 4 • 2.4.1.3 Stability 4 2.4.1.3.1 Seismic 4 2.4.2 Longitudinal Forces 4 2.4.2.1 Bae Shear 4 2.4.2.1.1 Design Forces 5 2.4.2.1.1.1 Stability 5 2.4.2.1.1.2 Brace 5 2.4.2.1.1.2.1 Design Force 5 2.4.2.1.1.2.1.1 Compression 5 2.4.2.1.1.2.1.2 Tension 5 2.4.2.1.1.2.2 Brace Capacity 5 2.4.2.1.1.2.2.1 Compression 5 2.4.2.1.1.2.2.2 Tension 6 2.4.2.1.1.3 Bending @ Base 6 3 LMT Cantilever Racks- (Rows D & E) 6 3.1 Components and Geometry 6 3.2 Check Arms 7 3.2.1 48" Deep 7 3.2.1.1 Design Forces 0 7 3.2.1.2 Arm Capacity ,.. 7 3.2.2 72" Deep ' 7 3.2.2.1 Design Forces 7 3.2.2.2 Arm Capacity 7 3.3 Check Posts (Dead plus Live Loads) 8 3.3.1 Load to Post 8 3.3.2 Post Properties and Capacities 8 3.3.3 Combined Stresses 8 i to § ... i :* ,� • oCo it 'ate�r S Higbmsind As ociate�, Prrvided as an instrument of service. Copying by written permission only. • f Job No. 3660 Sheet ii TER S. HIGGINS AND ASSOCI �� S CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 3.4 Lateral Forces 8 3.4.1 Transverse Seismic 8 3.4.1.1 Base Shear 8 3.4.1.2 Design Forces 8 3.4.1.3 Stability 9 3.4.1.3.1 Seismic 9 3.4.2 Longitudinal Forces 9 3.4.2.1 Bae Shear 9 3.4.2.1.1 Design Forces 9 3.4.2.1.1.1 Stability 9 3.4.2.1.1.2 Brace 10 3.4.2.1.1.2.1 Design Force 10 3.4.2.1.1.2.1.1 Compression 10 3.4.2.1.1.2.1.2 Tension 10 3.4.2.1.1.2.2 Compression 10 3.4.2.1.1.2.3 Tension 10 3.4.2.1.1.3 Bending ( Base 10 4 Selective Racks -ROW G 10 4.1 Components and Geometry 11 4.2 Check Beams 11 4.2.1 < 93" Spans 11 4.2. 11 Design Forces 11 4.2.1.1.1 LAS 11 4.2.1.1.2 Beam Properties 11 4.2.2 < 117" Spans 12 4.2.2.1 Design Forces 12 4.2.2.1.1 K4E 12 4.2.2.1.2 Beam Properties 12 4.3 Check Posts (Dead plus Live Loads) 12 4.3.1 Load to Post 12 4.3.2 Post Properties (net section) 12 4.4 Longitudinal Seismic 13 4.4.1 Base Shear. 13 4.4.2 Design Forces 14 4.4.3 Post - Combined Stresses 14 4.4.4 Beam Connections 14 4.4.4.1 Design Forces 14 4.4.4.2 Connection Capacity 14 4.5 Transverse Seismic 14 4.5.1 Base Shear 14 4.5.2 Design Forces 15 4.5.2.1 Stability 15 4.5.2.2 Brace 15 4.5.2.2.1 Tension 15 4.5.2.2.1.1 Design Force 15 4.5.2.2.1.2 Brace Capacity 15 4.5.2.2.2 Compression 15 4.5.2.2.2.1 Design Force 15 4.5.2.2.2.2 Brace Capacity 15 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 3660 Sheet iii 1.1 Documents 1=1.00 P ;.-hR S. HIGGINS AND ASSOCIAT...) CONSULTING STRUCTURAL ENGINEERS Project- Globe Furniture Rentals April 12, 1999 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates SK 1.1.1.2 By Others Applied Handling NW Inc. Drawing #-D140-E1 Rev.- Drawing #-D140-P Rev.- APPROVED AS NOTED Speedrack Products Group Ltd. Drawing #-CF 12 92 (Cantilever Racking Assembly) 1.2 Loads 1.2.1 Vertical (Dead plus Live) Selective Racks Max. Design Load per Level = 1.70 kips Cantilever Racks Max. Load per Level = 0.72 kips Note: Design all beams for 25% impact allowance 1.2.2 Seismic 1.2.2.1 General (UBC 2222)-Zone 3 C I 2.5C„/ 0.1 1 C V = — Where: For default soils: C =0.36 C =0.54 Soil Profile Type=SD For working stress designs: R=(1.4)(5.6)=7.84 Longitudinal (moment frame) (1.4)(4.4)=6.16 Transverse (braced) T=Structure Period (sec) W=Rack+Contents per 2228.5.1 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 3660 Sheet 1 Project Globe. Furniture Rentals April 12, 1999 Substitution yields: ( TER S. HIGGINS AND ASSOCI CONSULTING STRUCTURAL ENGINEERS 0.04W V /ow — 0069 W 0.115W 0.04W < v an s _ 0.088. . w < 0.146W T 1.2.2.2 Short Formulation 3 If racks are interconnected such that 4 posts in each direction resist lateral load, then using code maximum loads, and W = rack rated capacity: V long 5. 0.115W = 0.1 15(DL+ LL/2) 0.058W trans 0.146W = 0.146(DL+ LL/2). 0.073W (since DL < < LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Speedrack Cantilever Racks- (Rows B & C) 2.1 Components and Geometry D Arms Min. 3.5" H Arm locations are schematic See installation drawings for number and location of arms. Uprights and Base Min. 12" 41 - W=144 in H = 276in i D=48 in • °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 3660 Sheet 2 ' • • P ;R S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals ; ' Job No. 3660 April•.12, 1999 Sheet:3 2.2 Check Arms 2.2.1 Design Forces M . (Warm)( ) =21.6 inch ` kips 2.2.2 Arm Capacity 2.00' 3.25' 2:3 Check Posts (Dead plus Live Loads/ 2.3.1 Load to Post One Side Loaded P<2.2 kips P< 4.4 kips M=66.0 inch kips M =0 inch kips 2.3.2 Post Properties and Capacities 12" Post t =0.78 in A =2.38 in I =28.7 in S =4.78 in r =3.47 in I =2.00 in S y =1.34 in ry =0.92 in 2.3.3 Combined Stresses Single side loaded governs by inspection, Both Sides Loaded KL /r < (1.2)(276)/3.47 =95 KL /r < (1.0)(144)/0.92 =1566 F =6.10 ksi 1.33F' =7.50 ksi P =14.5 kips 1.33P' =17.7 kips M =143 inch kips M =40.2 inch kips CCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. 2.4 Lateral Forces 2.4.1 Transverse Seismic 2.4.1.1 Base Shear V < 0.11W = 0.24 kips per side 2.4.1.2 Design Forces One Side Loaded P < 2.2 kips V 0.24 kips M< (0.22)(150) + Md+1 =99.0 inch kips P M —+— P M .e.,TER S. HIGGINS ANTD ASSOCILkS CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 P M Pa Ma =O61<1.33 O.K. Both Sides Loaded P < 4.4 kips V < 0.44 kips M (0.44)(150) =66.0 inch kips P M -1 : + 14; =0.84<1.33 OK 2.4.1.3 Stability 2.4.1.3.1 Seismic One Side Loaded Governs By Inspection OTM < 99.0 in-kips BM 2 119.0 in-kips =0:77 < 1.33 OK • Stable - No Uplift Anchors provide added F.S. USE MIN. 1/2" DIAM. EXPANSION ANCHORS MIN. 3" EMBEDMENT 2.4.2 Longitudinal Forces Note: Max number of tributary units/braced panel = 3 2.4.2.1 Bae Shear Use Code Default Values for C & R V=0.14W=0.61k/Bay=1.85k/Brace Panel Job No 3660 Sheet 4 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PAr E R S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals Apri1: 1999 2.4.2.1.1 Design Forces w .. V h• Peq =1.9 kips; Note:. Bracing shown is schematic - see installation drawings for pattern:: ob No. X3660::,: Sheet 5 2.4.2.1.1.1 Stability Peq<PD +L - Stable Uplift. Anchors 2.4.2.1.1.2 Brace 2.4.2.1.1.2.1 Design Force 2.4.2.1.1.2.1.1 Compression Pb 2.4.2.1.1.2.1.2 Tension Tb <2.60k 2.4.2.1.1.2.2 Brace Capacity 2.4.2.1.1.2.2.1 Compression 3 1.625" t =14 ga Anet=0.65 in2 r =1.09 in ry =0.68 in Q =1.00 (Fy =50 ksi) (k (k) L kl (in) 141 207 3.47 3.0 O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. • L -------- 3.1 Components and Geometry D T ype not Arms 48" Deep "DM" 72" Deep "DH" Ci 'ALTER S. HIGGINS AND ASSOC AS CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 V 0 Arm locations are schematic See installation drawings for number and location of arms. Uprights and Base H W=max 120 in H=276 in D=48-72 in 2.4.2.1.1.2.2.2 Tension 0.88x20 ga tube Rod T O.K. 2.4.2.1.1.3 Bending di) Base Both sides loaded governs by inspection. M < 48V-2P = (48)(1.85/2)-2(4.4) = 35.6 inch kips P M M =0.89<1.33 OK Job No. 3660 Sheet 6 3 LMT Cantilever Racks- (Rows D & E) Note: This design includes by inspection rack type A which has similar components and geometry for, ii smlar or reduced design loads per level at a similar or reduced height. Conservatively, this design is checked for the maximum post design load at the greatest height. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. P -ER S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals Job No: 3660 April 12, 1999 , Sheet 7 3 .2.1.2 Ann Capacity 3.2 Check Arms 3.2.1 48" Deep 3.2.1.1 Design Forces Al (Wa =21.6 inch kips =0.72 in 3.2.2 72" Deep 3.2.2.1 Design Forces M (iJarin)(.) min 0.6F =32.4 inch kips =1.08 in 3.2.2.2 Arm Capacity d TYP UNO 3.75" TYP UNO DH Arm d=4.00 in t=10 ga I in S in 0.K eCopyright by Peter S. Higgins and Associates, Provided as an instrument of service. Copying by written permission only. P<2.2 kips M=88.0 in-kips D 4" 3.4 Lateral Forces TYPE G, H 3.4.1 Transverse Seismic P < 2.2 kips V 0.24 kips M < (0.22)(150) + Md+1 — =121.0 inch kips 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post One Side Loaded 3.3.2 Post Properties and Capacities Type C Post D=8 in. ti in tface=0.179 in A in I int S=6.87in r in 1 =8.70 in gv —4.35 in r in • 3.3.3 Combined Stresses Single side loaded governs by inspection. 3.4.1.1 Base Shear V < 0.11W = 0.24 kips per side 3.4.1.2 Design Forces One Side Loaded Both Sides Loaded P<4.4 kips M=0 in-kips P M —+ - P a • M =0.46<1.33 O.K. TER. S. HIGGINS AND ASSOCIGS CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 KL/r (1.2)(276)/2.68 =95 ICL/r =96 F ksi 1.33F' =21.6 ksi P kips 1 3 kips M inch kips M inch kips Both Sides Loaded P < 4.4 kips V < 0.44 kips M < (0.44)(150) =6 inch kips Job No. 3660 • Sheet 8 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PlLER S. HIGGINS AND ASSOCIATLI April 12, 1999 Furniture Rentals CONSULTING STRUCTURAL ENGINEERS Project Globe .• • •. P M P M P Ma F-a+ =0.62<1.33 OK =0.39<1.33 OK 3.4.1.3 Stability 48". Deep Arms govern by inspection. 3.4.1.3.1 Seismic One Side Loaded Governs By Inspection OTM < 94.6 in-kips RM > in-kips Stable - No Uplift Anchors provide added F.S. USE MIN. 1/2" DIAM. EXPANSION ANCHORS MIN. 3" EMBEDMENT 3.4.2 Longitudinal Forces Note: Conservatively, number of tributary units/braced panel = 3 3.4.2.1 Bae Shear Use Code Default Values for C & R V=0.14W=0.61k/Bay=1.85k/Brace Panel 3.4.2.1.1 Design Forces V H/2 3.4.2.1.1.1 Stability +-Peq VIz' P D P kips Note: Bracing shown is schematic - see installation drawings for pattern. Peq<PD+L - Stable-No Uplift. Anchors provide added Factor of Safety. °Copyright by Peter S. Higgins and Associates, Provided as an instrument of service. Copying by written permission only. 3.4.2.1.1.2 Brace 3.4.2.1.1.2.1 Design Force 3.4.2.1.1.2.1.1 Compression Pb 3.4.2.1.1.2.1.2 Tension Tb <2.60k 3.4.2.1.1.2.2 Compression ..:-.14.,TER S. HIGGINS AND ASSOCILli,'S CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 ....—..- Anet = in r =1.20 in r 3,1 y g 14 ga Q= 1 .00 (Fy =36 ksi) e e = 0.53 in , L kl F 4 Pa (in) ____ r (ks 0 (10 116 219 3.12 1.88 O.K. P P M =0.46 <1.33 OK 3.4.2.1.1.2.3 Tension 1/2" diam. Rod T O.K. 3.4.2.1.1.3 Bending Th Base Both sides loaded governs by inspection. M < 74V-2P = (74)(1.85/2)-2(4.4) = 59.7 inch kips Y – Job No. 3660 Sheet 10 •.• 4 Selective Racks-ROW G Note: This design includes by inspection racks types I,J & K which have similar components and geometry for similar or reduced design loads per level at a similar or reduced height to the first beam level. Conservatively, this design is checked for the maximum post design load at the greatest height to the first level. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 W=93-117" b a = = ‘85 11 " •.. d=74" Beams LAS < 93" 4KE 117" 4.2 Check Beams 4.2.1 <93" Spans 4.2.1.1 Design Forces 4.2.1.1.1 LAS ,h1 M< (2)(8) •'; • Q < M min 0.6F =11.1 inch kips =0.37 in 4.2.1.1.2 Beam Properties ©Copyright by Peter S, Higgins and Associates, Provided as an instrument of service. Copying by written permission only, Project `.Globe Furniture Rentals April.,12` 1999 TER S: HIGGINS AND ASSOCIES CONSULTING STRUCTURAL ENGINEERS 14.0 inch kips =0.47 in3 4.2.2:1.2 Beam Properties 1 u . ob Nor 3660; Sheet 12 2.625" 4.3 Check Posts (Dead plus Live Loads) 4.3.1 Load to Post 4.3.2 Post Properties (net section) Type B P < (II of levels)(L) 2 =2.6 kips °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PLR S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 1.625" • Where: G = Gravitational acceleration W = Load per level 1 = Spacing between levels E = Young's Modulus • I = Moment of inertia of post Ko = Connector stiffness n = Number of levels t=14 ga. A =0.48 in S in r in r =0.56 in For this configuration W = 1.70 kips/Level 1 = 74 inches (conservative) IC0 =600 (300 inch kips per radian per connector) Substituting yields: T > 1.4 sec Thus: V < 0.056W The equation reduces to: kiry=86 fi/rx=74 F ksi p Mxa=12.9 Job No. 3660 Sheet-13 4.4 Longitudinal Seismic 4.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. ( W1 4- (2n 1) ) )1/2 \ i - g — G - 6E1 K For units = kips inches, seconds G = 386 in/sec • E = 29,000 kips/in 1 / 2 T 14 4. ) 2 " K n +2 1) 1 ) The column stiffness component may be conservatively ignored reducing the formula to: T>( /2 1 / 2 W 196Ke (2n 2 + 2 n + 1)) °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Mconn< 6 . 1 " k 4.4.4.2 Connection Capacity P M Pa Ma =0.78< 1.33 O.K. S. IIIGGINS AND ASSOCI CONSULTING STRUCTURAL ENGINEERS Project ',Globe Furniture Rentals Apri1.12, 1999 4.4.2 Design Forces p< 2.6k V < M< Va/2 < (0.14x85)/2 =6.1 inch kips 4.4.3 Post - Combined Stresses 3/8" diam. Pin Va = 4.6 kips (Double Shear) 4.5 Transverse Seismic 4.5.1 Base Shear Use Code Default Values for C & R V=0.14W=0.95k °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. • • Job No. 3660 Sheet 14 . CONSULTING STRUCTURAL ENGINEERS Project Globe Furniture Rentals April 12, 1999 • PLR S. HIGGINS AND ASSOCIATU 4.5.2 Design Forces D V p EQ P " = D h'=120 in. P kips 4.5.2.1 Stability Note: Bracing shown is schematic - see this section, subsec tion .2 for actual geometry. P < PD +1, - Stable-No Uplift. Anchors provide added Factor of Safety. Use min. 1/2" diam. ICBO approved expansion anchors. O.K. Minimum embedment 3" into slab. 4.5.2.2 Brace 4.5.2.2.1 Tension 4.5.2.2.1.1 Design Force Tbr < 4.5.2.2.1.2 Brace Capacity 7/8" Diameter x 20 ga. tube. A =0.092 T kips O.K. 4.5.2.2.2 Compression 4.5.2.2.2.1 Design Force Pbr < 0 . 95k 4.5.2.2.2.2 Brace Capacity TS PA X 11/4 X 18 ga A =0.23 in r=0.49 in Q=1.00 L kl F Pa (in) (ksi) (k) 84 171 5.08 1.56 O.K. • Job No. 3660' Sheet 15 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. BY t CHKD. BY tit IFt c rL°4 ter- , 2 t 4 Iv s iPPMR,r' A Loki) roF 1,5 pse 1 1L Gd (4) Fop) 170 Pe, (l. Gly TV/c, /A flab WA RECEIVED at/ u c E 4.4Tl4.4 cTLB 4 .. 6■ -pe CITY OF TUKWILA MAY 2 8 1999 = ` 725 p PERMIT CENTER E - / 2 c9 0 t) o fl ink*. Des/ v L 4D 14 1S t bsic -riitepttt oitti 2 toqJ co 4.8" Aitistj / C` rr1 (x. ; tr-sra ; 72 kfe4.1 trie- it may ,2 x 4 Ce els-r .4,t crc a J Dq? D -rE DATE Ft R 4' mA% $PA.CA t 5 12 1 W IS /LF p =; IS .11440, ifr 4-5 U ¢ 72.5 41 M1 i l4S ll(' 2 e 4 =? PROJECT GLc (16 PU Q IT'Ue.� $ 2102.5 145) (116) 3 a1 O k tk P TUJewLLA j WA- t) W W P r A-) 5.351 in Ahc -f b s. 2 2.0 4 / S = 12.1 psi .4 C Fs; /new s /' 5 9 60 f b- 2 7 per of SHEET NO. 1 OF 3 JOB NO. 9931 tam t. 0,4) ! A 4 C. , a c , a 4 14 4 c7Dc.. /",47c SPA -cid G 1C 20 to= 1 5. Zoi L- 2S $10 P:: q 2 /iz. U : 9 to ‘121g ZZo8 " 4. 0.46 Limo 0.64- ok 7 21 S P1zace I s A-0e0vot • I ea. 2" X 47 X 117' (on edge) for 48" deep cantilever arms with cantilever columns 120" on center. •5 ea. 2" X 4" X 93" (on edge) for 72" deep cantilever arms with cantilever columns 96" on center. Globe Furniture Tukwila, WA Maximum loads to be 15Spsf •1: lqr1TiEV6P 72. ZD efw HoRraoht-rAc... WAc„IA,./ 9 . r N Vi F>iz a btNI'TA LRCdc — 1alwana•■■••■•1110 INIIIMMINNINIIIIMMIIIMIMAIMIM111111111“110.1111111111111■111011•A■1011 * MA)citiors1 LoAr, iS ps.F, WV& 48 // Aigtis g- Zd4 04 6 ser SPAc..E 12/ ON CON Tea 'Tyr. 5 ..oti Ei :1E SiPnefier1 c.em-ra.& p, 11 tt4 hiAic ez to Vs2V■,/ qt-Of3(= FLAN (TORE * A vv‘Pk.• ACTIVITY ` NUMBER: • D99 -0114 • DATE: •4- 44 - 99" • PROJECT NAME:. GLOBE FURNISHINGS Original Plan Submittal Response to Correction: Letter ## Response to Incomplete Letter Revision # After Permit: Is Issued DEPARTMENTS: B ing ivision Fire P q ntion Public Works [11 Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Planning Division — 0. fa Permit Coordinator DUE DATE: 4 - 15 - 99 Incomplete _ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route ,4 No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS. (ten days) DUE DATE: 5 - 13 - 99 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 City of Tukwila Fire Department Thomas P. Keefe, Fine Chief Fire Department Review Control 099-0114 . Re: Rack at Globe Furnishings - 18436 Cascade Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling - hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 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) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. 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) 4. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Page number 2 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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. John W. Rants, Mayor Fire Department Thomas P. Keefe, Rre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 57$4439 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being' stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. ':r Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 575•4404 • Fax (206) 5754439 DEI',- \RT,\IENT OF LABOR 'AND' I \DUSTI2(ES APPLIED HANDLING NW 24217 138TH AVE SE KENT WA 98046 •REGISTERED AS. PROVIDED BY LAW AS .CONST'CONT. GENERAL • The original executed document was presented to me, a notary public, this 14 day of October 1998. This document, impressed Zvi -h my seal, Is a true and accurate copy of the original. Mary L. Tuc'Cer, Notary Public, residing in Kent, WA Commission Expiration: July 1, 2002 11 VICINITY MAP WAREHOUSE 0 21511 SF GLOBE FLNSH\GS CASCADE BLDG. B., #100 18436 GASOADE AVE S. TU <WI,A, WA 88188 General Notes: Soil 2,500 P.S.F. Slab 3,000 P.5.1. $ 5 in. thick Fire Notes: Commodity - Stored Furniture (Non- encapsulated) Al levels on cantilever $ pallet racking are solid decking. Detailed drawing included. Patriot Fire Protection will be submitting the sprinkler drawings based on these racking plans. Opus N.W. has installed draft curtains based on these racking plans. LEGAL DESCRIPTION PARCEL 4 LOT I, SCUTHCENIER SOUTH INDUSTRIAL PAR( ACCORDING TO THE RLAT TFERECF, RECORDED IN VOLUME 31 CF PLATS, PAGES 2111.IR000l4 25, RECORDS OF 813 0OD4TY, WASHINGTON PARCEL B LOT 2, SOUR ICENTER 500114 INDUSTRIAL PARC ACCORDING TO THE PLAT THEREOF, RECORDED N VOLUME 57 OF PLATS, PAGES 22 THROUGH 25, RECORDS OF KMs COUNTY,140SHINGTON PARCEL C THAT PORTION CF. LOTS 3 AND 9, OF THE FLAT CF 3OUTHCENTER SOUTH INDUSTRIAL PARC ACCORDING 7011-E PLAT THEREOF, RECORDED IN VOLUME 81 CF PLATS, PAGES 22 THROUGH 25, RECORDS CF K528 COUNTY, WAN MGM LYING EASTERLY OF A LINE DESCRIBED ASFOLLOU& 858554ING AT A POINT CN THE NORTH LINE CF SAID LOT 3 AT A POINT 240192 FEET EAST OF 744E NORTI4I.EST CORNER THEREOF IF SAID LOT 8, THENCE 001THEASTERLY ALONG A CURVE TO THE LEFT, TIE CENTER CF UNICH BEARS NORTH 6670'49` EAST HAVING A RADIUS CF 45528 FEET AN ARC DISTANCE CF 245AS FEET THROUGH A CENTRAL ANGLE CF 30'3176', 744134CE SOUTH 1113'50' VEST, A DISTANCE OF 1536 FEET TO 144E SOUTH LINE OF SAID LOT 9, AND THE TER9NUS OF SAID LIKE Building Owner: Contractor: Applied Handling NW 8531 S. 222nd Kent, WA 98031 Rich Chaffee 253 -395 -8500 253 -305 -8585 - FAX Engineer: I„ .l,..i,,n1.1II II IcO eLell , p i pi ,•P;i" ., ∎.' 1 1 the VIOIet100 of any a p ,. Receipt of eon- 5Llopted cu pl&ns acknowledged. Irllcla'S PVO� By T∎► Dote Herold Na 9 pg.-OIW OPUS NORTHWEST, LLC 915 -118th Ave. SE Suite 300 Bellevue, WA 08005 Contact: Mike Ruhl (425) 251 -82003 (425) 251 - 453 -1712 - FAX Visser Engineering 19002 S.E. 320th St. Kent, WA 98042 Mike Visser 253 -S30 -4530 253 -030 -8151 - FAX APPROVED P R V E A R 2 6 1999 � ICU BUN DING DIVISION P11- o <<if RECEIVED CIN OF TUI1WILA APO 1 4 1999 PERMIT CENTER 5 0 O z � 3 s v. LIJ f Dqq 30' -6" 50' -0" J1 n 12' -0" (TYP) � 12' -0' R' - (TYP) 9 _9" 35-0" QRACE> X1-1 CT-1 e•') L4I1314a A •k. 39' -0" PARTIAL PLAN VIEW SCALE: 1 /8 "= 1' -0'S IALN NORTH 10' " (TYP 35' -0" j' 9 -0" 183' -6" 1_7 -9 (TYP) C k 34' -6" // [ /% // / /i. ✓i /,i / /// 27z / /,i %/ 40' -0" 233' -6" O AP PFR c) pPP 1$ Ns99 g U \lp1N� \ON RECE7U . CIN OF APR 1 4 1999 PERMIT CENTER RECEIVED APR 7 1999 PETER t. ROSINS & ASSOC REVIEWED end APPROVED PETER S. HIGGINS 8 ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 3 6 6 0 APR 1 3 1999 JOB NUMBER DATE F. 8 W O —J CD I Y: • Jxlq- i 7Y ROW A (10 bays, double— sided) UPHOLSTERY RACKING (LAT) ROW E (12 bays, double— sided) DINETTE & MISCELLANEOUS (LMT) BAYS J1, J2, J3 19 Y ROW B (8 bays, double — sided) UPHOLSTERY RACKING (SPEEDRACK) 117 PICTURES & MISCELLANEOUS RACKING (SPEEDRACK) ROW G (18 bays) UPHOLSTERY & CASE GOODS RACKING ( SPEECRACK) R tf__1 ROW C ( 0 bays, double— sided) UPHOLSTERY & CASE GOODS RACKING (SPEEDRACK) BAYS K , K2, K3 LAMPS (SPEEDRACK) r ROW I (8 bays, back to back) AUDIO /VIDEO CAGE, MISCELLANEOUS RACKING (SPEEDRACK) 7 Rr 1a ROW D (12 bays, double— sided) CASE GOODS, CHAIRS & ENDTABLE RACKING (LMT) ovo PQ � 2 6 Nth PV\5111,1O DN \S \CN CITY OF APR 1 4 1999 PERMIT CENTER RECEIVED APR 7 1999 PETER S. H:GGINS a ASSOC REVIEWED and APPROVED PETER S. HIGGINS & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 3 6 6 0 APR 1 3 1999 JOB NUMHER DAIS a 0 07 l0 Type D As Ix Sx rx ly Sy ry B 5.13 2.25 9.31 3.54 2.03 5.47 2.73 1.55 C 8.00 3.82 27.5 6.87 2.68 8.70 4.35 1.5 E 10.0 5.95 55.4 11.1 3.04 14.3 7.15 1.55 F350 13.1 7.58 128 19.4 4.10 8.39 4.19 1.11 F500 15.. 9.63 219 29.0 4.77 11 .4 4.91 1.09 F730 17.1 11.5 345 40.3 57 14.0 5.61 1.10 Type W H L t B 8.50 5.00 0.75 0.135 C 8.50 9.00 0.75 0.135 E 9.50 9.00 1.06 0.135 F350 11.0 11.00 1.13 0.135 F500 13.0 13.00 1.38 0.135 F730 13.0 15.00 1.25 0.179" GENERAL NOTES P_'ER AN. ASS. :TRUCT RA 122 0 ii11 G 0072 9072 D I SIGN ER• l EN O O ET ES T. C Yd 0 ONLY NVALID I ALI ONL D BI NE I' 0• LY BUII NG • RMI A ION. D ICK MV�T 'IGNE ACR S T BLOCK. GGINS ATES ENGINEERS EXPIRES APPROVED Job # 3660 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job number) for components used, special details, arrangement, and site specific information. Non structural elements (such as pole sockets and secondary display items) have been omitted for clarity. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A570/A36 Fy =36 ksi UNO Bolts - ASTM A325 (Design Basis =A307) no special inspections required. Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 504 stress levels) 4. Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwik Bolt (ICBO RR #2156, 4627) ITW Ramset/Red Head JS type (ICBO RR #1372) Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219) Rawl -Stud (ICBO RR #4514) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. DETAILING UNO: All components symetric about centerlines All welds min. 7/32" 6. ANCHORAGE Each upright assemby shall be anchored in at least two locations. Double sided uprights shall be anchored at the front end of each base (shaded anchor location). Single uprights shall be anchored at each end of the base (unshaded anchor location). 7. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. 3rd PI on F Arm Only DETAIL q ARM TO COLUMN CONNECTION PLAN 1/4 1/4" PLATE 7/16 Y' Bent Plate 1/2' diam. Pin typ ARM DETAIL COLUMN TO BASE CONNECTION 1. 43 9 0.179 in. Plate 1/2x4" Plate 1/2" Gr. 5 Bolt 11111111111111111 INIONININNINININININNIN BI�IBS� BASE X21 FABRI CATION DETAILS SEE NOTE 6 RE ANCHORAGE .00" TYP UNO r Type Furni- ture DM DH DE DF Regu- lar A C E F H d 8.00 4.00* 8.50 11.0 14.0 4.00* 5.00" 6.00* 0.19 0.25 0.25 0.25 Units: . nches `Arm apers from 2 at tip to d at bracket W H � r f L : L OETA L BASE DIMENSIONS - o Type B TYPE I T BRACING PATTERN REF. DETAILS 4 AND 6 'N 4.00'a n a o tV� F Types C CO T Types E 1 4 COLUMNS DIMENSIONS AND PROPERTIES 4.00" Ih-1 Co EL N F350= Saxle.4 F500= 510x25.4 F730 612x31.8 F750= 612x35 1.63" -all IP- 3/8" Bent Plate BRACING ROD 1/2" DIAM. UN FOR "F" SERIES TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION 1/2" Bol typ t 3" / BRACING CONN. LMT CANTILEVER COLD FORMED TYPE STANDARD DETAILS 1.63" H 2 "x1/4" tab HORIZONTAL STRUT EXP. ANCHORS M BASE END FOR DOUBLE SIDED BASE AND COL. FOR SINGLE SIDED Issue Date: APRIL 13 Drawing # O SK -1 Type AC t (95) 14 A 0.41 S 0.37 r 1.16 r 0.57 AB 13 0.48 0.43 1.15 0.56 AA 12 0.56 0.49 ma 0.56 1.23 3.20 rai= 5.00 1.05 0.6 5'. 4.00 11111 0.62 D.45 1.04 5.04 K6C 12 0.72 0.51 1.03 0.64 EC 14 0.67 0.47 1.00 1.63 EB 13 0.80 0.55 0.99 1.10 EA 12 0.97 0.62 0.98 1.09 gI:1 LAB 0.83 0.54 0.97 1.43 LBS 13 0.98 E" .9 t 4.00 14 0.80 1.59 �0 4.25 inn 1.42 1.18 0.72 Cal - 1.91 14 0.67 0.60 1.33 0.68 GB 13 0.80 0.70 1.32 0.67 GA 12 0.93 0.80 1.31 0.67 Type 0 t (go) I K4E 4.00 16 0.90 1.86 K4C 4.00 14 MO 2.32 K5E 5.00 16 1.23 3.20 K5C 5.00 14 1.54 4.00 6.00 16 1.61 5.04 K6C 6.00 14 2.01 6.29 1(6A 6.00 12 2.82 8.81 BRR 1.63 14 0.37 0.30 LAS 2.75 14 0.72 1.00 SAR.3.00 14 0.51 0.76 LAB 3.25 14 0.89 1.48 LBS 3.75 ma 2.27 88R 4.00 14 0.80 1.59 LCS 4.25 14 1.42 3.12 LDS 5.25 14 1.91 5.10 5.25 13 2.22 5.86 1.00 5.25 12 2.57 O 0.88" diam. x 20 ga DIAGONAL HORIZONTAL TS 1.25 x 1.25 x 14 ga BRACING Dimensions n % 17 PRINTED ON Y.O. ION`N CLZArrAINT a 2.63" Typ UNO 1" Z1.63" GENERAL NOTES 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job Number) for components used special details, arrangement, and site specific information. 2. The installation drawings govern over this drawing. 3. HATERIAL Steel - ASTH A570 Grade 50 UNO Welding Electrodes - AIlS EFO -%% (all welds single pass fillet welds designed at 50% stress levels) 4. Expansion Anchors shall be 1080 approved types. e.g. Hilt( Kwik Bolt (ICBO RR #2156, 4627) 178 Resaet /Red Head JS type (IC80 RR #1372) RR 219) Gunnebo Eechmnt shall be 5% Bolt eb . Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedmmnts shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. Beam Details and Properties (units: inches uno) BEAMS Dimensions and Properties uno 1/8 2.63" Kxx, xxR MAX 2" 18 X 3" I 41.25° t A Type 1.625 °1.375" 3 "I sr TUDULA , COLUMN() + Mote r L ITN4 -'N LIP 1.625" E Type BRACING CONNECTIONS 1.625" 1.625" B Type C Type COLUMN 1.626" 2.376" Dimensions and Properties t 1.625" F TVPe I tr ° per tv rdkaq EXPIRES e I I UMN CONN. i-1 1999 PETE ` S. S N ASS STR -CT -R y NEE 1225 Ne• . IC AVETE G DA N 81202 818 •'072 AND ARE Ca 9VWR 7!PERmisa LV. ED W ARE VA F•' O PERM OE SION S MS .. MAC '"to P. H. •CONNCCTOM1 At aLS TGn. 1b + comweeTOII CLMNaC TOM1 ANGI.a -17 -92 FRONT TYPICAL ELEVATIONS O (See installations drawings for specifics) Min 3/8" Anch / 1 / 8 “ I/Max 2" (1 per post) IB TYPE SHOWN FOR CLARITY) STANDARD FOOT PL. (11 ga) BASE PLATES Types and Dimensions < typ ea. leg SIDE 7 " Min 1/2" Anchor (2 per post) SEISMIC FOOT PL. 13/8 "1 SPEEDRACK RACKS -ORIGINAL TUBE COLUMN TYLE STORAGE RACKS STANDARD DETAILS Job # .366 Drawing # n SR -1