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Home My WebLink AboutPermit B96-0028 - A AMERICA - STORAGE RACKSCity of Tukwila L: (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: 896 -0028 Type: B -RACKS Category: Address: 18255 SEGALE PARK DR B Location: Parcel #: 352304 -9119 Zoning: Contractor License No.: NORTHWH275JF TENANT OWNER CONTACT A AMERICA 18255 SEGALE PARK DR B, TUKWILA WA 98168 LA PIANTA LTD PARTNERSHIP PO BOX 88050, TUKWILA WA 98138 JIM MARKEY Status: ISSUED Issued: 02/09/1996 Expires: 08/07/1996 Suite: 1100 S.W. SEVENTH AVENUE., RENTON, WA 98055 CONTRACTOR NORTH WEST HANDLING. SYSTEMS .INC.. 1100 S.W. 7TH STEET, RENTON, WA 98055 *********************. k.*' k*** k******************* k *'k' * * * * * * * *** *k * **•*k * ** * * *k* Permit Description :, RACK RELOCATION:. AND INSTALLATION. T. Rack Storage' Dimensions - Linear. Feet x Height. 1812 20.0:: 2.322 16.0 Phone: Phone: Phone: (206) 575 -3200 206 255 -0500 206 255 -0500 UBC Ed;i ti on 1:994: Valuation: 25,000.00 : TotaPe'rmit Fee: 581.59 *************-********k* k***** k*** k*** k******* **k* *kk * *** * *k *k * *k. * * *'k * * * * ** .0 .0 .0 .0 - Totals 36,240 37,152 3,392 Permit Center Authorized Signa ure _ ct— ct(p Date 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain thi- ••'lding permit. Signature - -- ��- - - Date:A/IWP1b Print • This permit hall 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. Title: DEPARTMENT DATE IN DATE APPROVE R EQUIREMENTS / COMMENTS 1 F15 5k)(91XV2- ek Dr 8 'BUILDING - initial review I c.cf - 0 „ ll � jet' � l (ROUTED) NSULTANT: Date Sent - Date Approved - ja lf3 2nd NOTIFICATION BY: (init.) FIRE 1211A a co_ q( FIRE PROTECTION: 112 Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: 1 , - ,- 1 INSPECTOR: i INIT: C ?IoZ O PLANNING ZONING: IBAR/LAND USE CONDITIONS? fYes 0 N REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- _ O PUBLIC WORKS IUTILITY PERMITS REQUIRED? Yes 7 No PUBLIC WORKS LETTER DATED: INIT: O OTHER INIT: BUILDING - final review 2 '7 q,4, TYPE OF CONSTRUCTION: R4-CAS CERT.OFOCCUPANCY? °Yes p'No UBC EDITION (year): 1 9 Z INI : / c� BUILDING OFFICIAL 2 / 7 / 6 1/q INIT: .. AMOUNT OWING: 1/44 5 CONTACTED � ,., (;k l.- I l It _�J06 1 F15 5k)(91XV2- ek Dr 8 DATE NOTIFIED q (� �(,� BY: (init.) ja lf3 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PROJECT NAME NYV21 i C_(). SITE ADDRESS 1 F15 5k)(91XV2- ek Dr 8 SUITE NO. PLAN CHECK NUMBER 6R(15-0 CITY OF TUKWIL` Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED 01/08/93 SITE ADDRESS (' e� K� �TE /g42.c. . P�' VALUE OF CO CTIO . ASSESSOR ACCOUNT f DO # & Z3&L /— 71/ 9 (commercial) 0 Demolition (building) 0 Other PROJECT NAME/TENANT „ / TYPE OF 0 New Building Li Addition Li Tenant Improvemen WORK: A Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: / T 9 C R 4 /c,9 T 1 f _Z.usr /% T/o/t) BUILDING USE (office, warehouse, etc.) zehee #OVf e NATURE OF BUSINESS: ktA) froee Dsrxiav Tio.) WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building : (93y y - Tenant Space: 5-7000 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers K Automatic Fire Alarm System PROPERTY OWNER C_L i C � Cl- t t;"1 1 trc'c` 7 r ri e �rS\-11c PHONE 0 JZIP 00 O `Tki 3s, d -aj ADDRESS 7 Go X E!: (36 -U _]_'`.a (co—, 16, CONTRACTOR /Ua(rwedr f7j9x7Q/��+ 5- 9/TeMS PHONE ADDRESS //CO 50 7 8/ 4/e JJ leeiQ7oi-) a)./s 92O5-S— ZIP WA. ST. CONTRACTOR'S LICENSE # aw3 O.. /UD ,7 �GJ - f,,a7S- rr EXP. DATE /e PHONE /g ZIP ARCHITECT N�iq ADDRESS I: HEREBY'CERTIFY :THAT 1 HAVE .READ AND..EXAMINED.THIS APPLICATION AND KNOW. THE SAME TO :;`;: BE TRUE AND CORRECT, AND I AM !AUTHORIZED 'TO APPLY :FOR :THIS PERMIT : . BUILDING OWNER OR AUTHORIZED AGENT SIGNATI� ,� / , e l-tl �'G� DATE c !- Z- !6 PRINT NAME , ut. \ ( NI PHONE , 5 75 -ZCC)C, ADDRESS '� CITY/ZIP c7/ S- I ;L PHONE 096-s OSCY) 0 P 1 - c, 7(m)( P)EC-C'S-0 -- r -( I c` i07 7') Xey / VAf /04 CONTACT PERSON T CITY OF TUKWILA Department of Community Development - Building Division 6300 Southc9nter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER OcA(0-00z APPLICATION MUST BE FILLED OUT COMPLETELY BUILDIF PERMIT APPLICATION AMOUNT . _3 DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: • TOTAL - RCPT ;# APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Comnpittakvgigvelopment Building Division at 431 -3670. CITY or TUKWt5 TE APPLICATION EXPIRES DATE APPLICATION ACCEPTED JAN 2 9 1 996 PERMIT CENTER 1422103 COMMERCIAL Assessor Account Number' each structure Two sets (2) of the following Specifications 1n Structural calculations stamped by a Washington State licensee engineer ri Solis report stamped by a Washington State licensed engineer : I Topographical survey • Energy calcuiations.stamped by a Washington State licensed ' engineer or architect n Legal description':` n Working drawings stamped bya Washington State licensed: ' architect, which include • Site plan •' Architectural drawings. , - Sttuctural drawings Mechanical drawings • Elevations •. Civil drawings .: Landscape plan Completed utility permit application (one for entire project) 1 Six (6) sets of civil drawings NOTE Soe.utilitypermitapplication and checklist for specific ut hry , submittal requirements: NEW COMMERCIAL BUILDINGS/ADDITIONS Completed building permit application (one for aisles `:: RACK STORAGE Completed building permit application I j Assessor Account Number Two (2) sots of plans, which include: j Building floor plan showing • Entire space where racks will be located • Exit doors • Dimensions of all aisles 11 (I NOT Include dimensions of racks (height, width and length), and exit ways on plan Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS. p Completed building permit application (one for each:structure) 11 Legal description II Tenant space floor plan snowing rack storage layout, aisles and Comploted utility permit application . SUB CHECKLIST Assessor Account Number j Two sots (2) of working drawings, which include • Site plan --. - (On plan, show closest hydrant location::: • Foundation plait hick/tit, access to huttifny, showing • Floor. plan : width and length of access.) ':: •Roof plan • Building elevations (all views) r Building cross - section • Structural framing plans Washington. State Energy Code data I Six (6) sots of site plans showing utilities • NOTE' , Building site plan and utility site plan may be combined. ,See utility . permit application and checklist for specific submittal. requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL ;TENANT. IMPROVEMENTS Completed builcng p ermit applicat(on(one for each structure • tenant) ..: .:. . Assessor Account Number Two ;(2) sets: of construction •plans, which include; Site plan • Location:of tenant apace. • :•Existing .,and: proposed: parking Landscape plan (tf iappitcable, re , change, of.use 'Overall building plan :Construction details Cross sections showing wail consttvction and method of attachment for floor and ceiling: 11 11 Tenant location •. Use of adjacent (common wall) tenant Overall .dimensions:of .building or. square footage: • Floor of proposed tenant space Tenant space plan with meet each roorn labelled • Exit doors, egress patterns. Now walls, existing wall, and walls to be demolished.:: Structural calculations stamped by a. Washington State licensed:. engineer may be required if structural work is to be done •(2 : sets) 11 • one each structure) NOTE: If any utility work is to be done,; submit separate utility permit application and plans REROOF .n Completed building permit application • Assessor Account Number � Narrative describing existing roof, material being removed and :.materiat being installed NOTE A certification letter is required prior to final inspection and sign off of the permit. . ANTENNA/SATELLITE DISHES Completed building permit application • Assessor Account Number Two (2) sets of plans, which include: •Site Plan (showing building :and location: of antenna/satellitedish):;• Details antenna/satellite dish and method ofattachmen Structural calculations stamped by a Washington State •licensed; • engineer may be required RESIDENTIAL REMODELS Completed building permit application (one.foreach structure). Assessor Account Number ri Two (2) sets of working drawings which include ..Site plan • • Foundation plan Floor plan Roof plan Building:elevations:(alt ,news Building cross-section .:Structural framing plans': NOTE:: If any utility work is to be done provide ..btility permit application .:: ; `_and plans must be submitted REROOFS :. Comploted building' pormtt application (one for oath structure)' Assessor.' Account: Number.:' Narrative describing existing roof,rnaterial being'removed• and material :being .installed • NOTE: A certification loiter Is required prior to final inspection and sign off of the permit - ,'"~w~`,4--",r�-~`'7 ,.~ +*a***+**4***^+++*^*a* +++4 ++ + ++*+a+4*++*++++*+*A+***** CITY OFTUKNILA, NA TRANSMIT ++A+a+*+**k****+++*+*A �,�+ ( TRANSMIT Number: 96003598 Amount: 354.25 02/09 Payment Method: CHECK Notation: NORTHWEST HAHDLI % »��u Permit No: 896-0028 Type: 13-RACKS RACK STORAGE PERMIT Pmrcel'No: 352304~9119 Site Address: 18255 SEGALE PARK DR B Total Fees: 354.25 Total ALL Pmts: Balance: This Payment A**+A+ Account Code Description Amount 000/322.100 �' BUILDING - NONRES 349.75 . 000/386.90 STATE BUILDING SURCHARGE 4.50 This Payment ,.. 896`0O28 581.59 581.59 .0O *+**+++*+**�+kk*+a**»+*++k*A *e*+�*+a+�***++*�� |R�NSMIT CITY OF TU%NILA, NA &��{�Lx~° + +++ + + � 7 Amount: *��*�+*�**++*++��+a+��+ ++++A+k++^h �* 2%7 34 01/30/46 ~ 01/30/46 3( A21 23 [RANSMIT Number: 96003547 . Notation: NORTHWEST HAN0LI Init: SLD -----''- T 13-RACKS 8ACK STORAGE PERMIT Permit No: 896`0O28 Typo: Parcel No: 352304~9119 Site Address: 18255 SHALE PARK DR B_ - .o, �n Total Fees: �p^.°' 227.34 Total ALL Pmts: 227.34 Balance: 354.25 *Ii.* .A4+^+a+o.++oP^^*+^*++A++*++^+* ), ^*a+pA +++A+**++*Ah+^**+a*A+A+++ Code n e Description PLAN CHECK ' 000/345.830 - NONRES Amount 227.34 ---'-'----^- GENERA 349.75 GENERA 4.50 TOTAL 354.25 CHEM 354.25 CHANGE 0.00 2548A000 16:17 GENERA 227.34 TOTAL 227.34 CASH 230.00 CHANGE 2.66 2096A000 09:26 Address: 18255 SEGALE PARK DR B Suite: Tenant: A AMERICA Type: B-RACKS PSrc61 #: 352304-9119 CITY OF TUKWILA 0 r. • •• , • ; .J , •. . , . ',,, cf, :,"':,, :,:., n.. ::; . . • ,• . . . , ,. , , . „. •• i . ■ : , • •, Permit No: 896-0028 Status: ISSUED Applied: 01/29/1996 Issued: 02/09/1996 *****A***1h*************4*****01*****k****WA**AA Permit Conditions: ., ,,,,, 1. No changes will be made....7XotWOan*;:_4011LiPproved by the ArOhiteot or Engin!:py-[,;:" • 2. All permits, insp,e0y6ii recoris, and approve'dlz.0,14ns shall be a v a i l a b l e at t.heil.Of site?.Jt fcFr6 to the start ofkizcon struct ion . ;Thee documents a i'i` el,, be in:t f40 i I - a b le until final 'inspection . '' approval i S granted .....---:\ 3. Al] t:ons tr-OCt i on tb, be done 4:stn'' c anYollilance 44 th oVid1 ., :1 ,,..,. s e ‘ P , 2 1 ,1 4 plans an4:f faf'theiz Building cote " ta94 0 Edition4a% at'ap oeti. .-0 , . /VV , „ , -44 1 4..••,; •OP 'S11:1 ' 4 Val i dipVof Permit . The ,,i0uance o a perm i t o'ri, anpava I \qt).!+. p l a n s e i cat tons , 4,01, toinputakpitCns shall no e be 690''- strueViioAl4a permit for or)a of, any violation \ ---, of aOlofpithe pc;ov ;ion s _s of tt ng code or ofo any ot hfill,, for ,0 i nahcet of the"'" ion'; " No per m i t pp-el:4,501V to gi v ,oa u t & d a l - , y,:t t violate or cancel .,:•.t.freproy i s i on s of thli 1 ' I. e I code'!Shal I be val ' '-. ; ‘,,, i i ., . ,:.' ,. Project: A A�nr�f�� Type of inspection: /2i+ ckrS Address 255 56Gtrur. .6 Date Date called: / Special instructions: Date wanted: 4 /5 /9(p r law Requester: SCJ Phone No.: 5"75 - 3a�y INSPECTION RECORD Retain a copy with permit INSPECT' ¢N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector Receipt No.: PERMIT NO. (206) 431 -3670 Approved per applicabl�ction wire prior to approval. Date: $4 .00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: rf il"?+ i -/ .644, Type of inspection: Address: / '7 5S—%< 5 1? Date called: c3 /1 Special instructions: S - S° Date wanted: 3 �g C � ,� P• m. Requester: Phone No.: 9Y`.PdaC "rry:Y y � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 COMMENTS: 4/a 6 z.t../e /,4,7 d' �S s/ 4 ' 'P - 4,./, c C "P-E-0 l i a d ,h _ / / 1 / 4 /.7 1162 C..f1#2j 4 Date: -3 _ / 77T i $42. T s REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L R0cet No.: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit . +w. +.x:.vwvx ei...ecl•+.:: ,eAw^.YBmµ:� au PERMIT (206) 431 -3670 Corrections required prior to approval. Date: COMMENTS: Ok 72 lacta l o 7 `- ,/�u.�e 5 rz{ (4 s h 0d1 u 8.0-- �( br ls.e- 4 42 Date called: 3 -/ - /W i 11,0 c-e 4 c ides'// a-, , , . ..--v-- � / z . J%'ii i _ / r 'A dJ- / /s It s-x is+ �► f i Gi/1 e e,/ ' c of / 17-7 Sr e-r...-k1/7-7 ,5, Requester: •� r. ... A a/1 / rte.-- /0 u id pia / L "42,42i/ Project: A • A 0 „ .� - ,.%c . A Type of inspection: / 4 n/ A L.-( 1eA ca, Address: /b'2SS , Se :iAue & Date called: 3 -/ - Special instructions: Date wanted: 3- (C - '/G a.m. p.m. Requester: pki Phone No.: r r q.�, l J7J �I ` 3� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Receipt No.: Date: gge-cue PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECTION' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: A - A hro 7 U LA Type of inspection: ckS Address: �'Z5.S called: 2. - 1 4 Special instructions: 61AR I Date wanted: 2 - > , 9G a_O p.m. Requester: i Phone No.: 3 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I O gi!kpproved per applicable codes. INSPECTION RECORD Retain a copy with permit I 0; PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: (j(., 12e - Lo cA-r1oNS AT 17- t_rti • p\ i (LA(L(.— rN „IS .41l,_. 11J (l .S E Inspector: ct u,jL Date: Z (s /'CJ $42.00 REINSPECTION FEE REQUIRED. Prior to inspectio n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: COMMENTS: I - Act(.S 9 —r 1\i L, ),4 I - t - I A Ic.e" A 0 (' a 4 vl& A-S L,A-6 Lt.-0 O o 0 llwA wl iJ 64 . t2-/r t. KS 0 1/4:71 n\..-it— +0 a F Li t.ti 11... w 1 L-L- &v.. JZ L O C AN P (1 1 lAir 4 I c (..% \ hi OF 1--1) W e s "rctiL S U i do A Cc1 Lu 1,, IJS,. Date wanted: 2 - it('ekc, Ca.m p.m. Requester: rOf t_ Phone No.: 179 031; Project: A A Y1i4C - I.ICA Type of inspection: g- Address: 1 8255 • 6 Date called: z -13 Special instructions: Date wanted: 2 - it('ekc, Ca.m p.m. Requester: rOf t_ Phone No.: 179 031; ?AD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Date: 0 96 • 6027 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. (� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: c c o i , �1 N c-tc'9 T-vi,s I h1 SQ '71fL_. A N-K7 („\ N-o, AC). 0e ILA ckS P S- 6.1 711 { T ( rJ- 'r c C-+' 0-F - iAAS C.61-1 C RN.S A 6-,,.-- c,. 0 P(2, :-o -'r —L C;.)..0 ,-. ,-Is , (,-,-T ,J G a, S 1 • -, I r\ S F s i) •I i N M c..tc.S (-it-.l ri— c_t t.- 1 2- -( IS /k--a 1 II)c -w Tiet 0 TM" A p?I ov:-'9 OMi0t$1 N/AnC- r A rl Cµd (AC :, ' f z.- SP/ZS cm.i L``S3 NIoTv o "FP JA • o-() NM CA I0 A N ( V3%..l a.,� C-tc.S us( t ` CCU A P Pkwm.r. r--a.a •.- (-, rL' AN./0 6 t.■ LAO C fl. - - P - rs. e._-f) A . (L. 1- 14e,S-E A A c-VKVIS 1 0 x., Fre, d A) TA-c OR.Aw 1 9 ( l . . % 9 - A J J ACC t\ / - n - E E (. AI a t - c — c F- /2ACK._ Lorna T to (4S • Ma-L 1 (A N 0 . .S 3 r--,,h (ANIr Fl eA'i z$- Project: A n r, `=� �` r, l -i w Type of Inspection: R RC KS Address: f 25S S� C-5' Date Called: Special Instructions: Dale wanted: Z I , )cam �/ am.�p rtj. Requester: Phone Na: Inspector: (s o INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 Approved per applicable codes. Date: 2- 1 ` (o a9cp oo 2-8 la Corrections required prior°to approval. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: :F�•'ti'yx { ,;,.,iq , ;4 7 .•.,.. .y y' 'iJ,�,,� f - kw? %.,'t, • Project Name la City of Tukwila Fire Department TUKWILA FIRS DEPARTMENT FINAL APPROVAL FORM Address I r 'Z�---) \ C C j3 ,/ Retain current inspection schedule �r. Needs shift''qnspection 2 .2_4 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. `'1 tom Suite # 1 14 Hk Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 * *REVISION SUBMITTAL ** DATE: ?- " 76 PROJECT NAME: - .0 24v ADDRESS: /8 2 s-s CONTACT PERSON: -t ',z PHONE: - 2 e /7 4X /6,9 ARCHITECT OR ENGINEER: �'/0� %1-- /rs T ,ar ,//,-.) S � S PLAN CHECK /PERMIT NUMBER: 8'96- D D e TYPE OF REVISION: Z e k k7e. c -i -)C •17 �✓ baQc1 03-)a SHEET NUMBER(S): "Cloud" or highlight al areas on the plans which have revisions and date the revisions. SUBMITTED TO: K _Q. 11 CITY OF TUKWILA - DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 (206) 431 -3665 (fax) - 1- ;i4 A-W, 3 / Pty JS S 3 1 0 7 1 % RECEIVED CITY OF TUKWILA MAR 0 if 1996 PERMIT CENTER Dear Sir: City of Tukwila Fire Department Fire Department Review Control #B96 -0028 (512 1/2) Re: A- America - 18255 Segale Park Drive B February 6, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) Thomas P. Keefe, Fire Chief 2. 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) 3. 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) 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) John W. Rang Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (20•) 575-4439 City of Tukwila Fire Department Page number 2 4. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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) Thomas P. Keefe, Rre Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 5. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 ..►1t1 A I_ Page number 3 barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 6. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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) 7. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575.4439 Yours truly, City of Tukwila Fire Department Page number 4 The Tukwila Fire Prevention Bureau cc: TFD file ncd commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 9. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) 10. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 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 Thomas P. Keefe, Are Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 575.4439 STORAGE RICKS ORNE4IRACKS CANTLEVER RACKS ME ZR11 S CONVEYORS CAROUSELS STEEL SHELVNG MOVABLE SHELVNG STORAGE TANKS MODUL OFFCFS =COLAS BOOKSTACKS I V D° SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CRY APPROVALS STATE APPROVALS PERMRTNG SERVICES PRODUCT TESTNG FELD NSPECTICN SPECIAL FABRCATCN SEISMIC ANALYSI S OF STORAGE RACKS FOR A- AMERI CA 18255 SEGALE PARK DR. "B" TUKWILA, WA 98188 #96-0061 I ALASKA NEVADA ARIZONA PEW MEMO CALU RNW OREGON COLORADO PEN6YLVANA IDAHO UTAH MSSOURI WASHNGTON \CP RECEIVED CITY OF TUKWILA JAN 2 9 1996 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 MATERIAL HANDUNG ENGINEERING TEL (909)869- 0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMERI CA PROJECT FOR NORTHWEST HANDLI NG SHEET NO. 2 OF 18 CALCULATED BY MIKE DATE 01- 25-1996 DESCR I PTI ON COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDI NAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNI NG BASE PLATE SLAB & SOI L TABLE OF CONTENTS PAGE # 1 2 2 3 4- 5 6- 9 10 11 12 13 14 15 16 17 18 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMI NE ITS COMPLIANCE WITH THE APPROPRI ATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY Fl ELD WELDI NG. INC. MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLING SHEET NO. 3 OF 18 CALCULATED BY MIKE DATE 01- 25-1996 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 `J • MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMERICA NORTHWEST HANDLING 4 o f 18 CALCULATED BY MIKE DATE 01-25-1996 PROJECT FOR SHEET NO. CONFIGURATIONS , 192" 192" 1 93" I TYPE 1 4,500 lb. 4.500 lb. 106" I 36" TYPE 2 000 lb. 3,000 lb. 74" 5 74" 5 5 " " --- 144 " -- 36" - E I Z N N C l MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMER I CA PROJECT FOR NORTHWEST HANDLI NG SHEET NO. 5 OF 18 CALCULATED BY MIKE DATE 01-25-1996 CONFIGURATIONS / 4 " 9 " 240" 40" 9f fe- L TYPE 3 2.000 lb. 2,500 lb. 2,500 lb. ,1"--- 144"-4 .1` 44" 4( TYPE 4 1 700 lb. 1,700 lb. 1 700 lb. 1 0" *-- 144" 61" 61" 5 5 . II 61" T " I" N / .1 48" 1 1 4,600 lb. 29,816 i n.I b. 24,498 i n.l b. <- r edd H.D. cann. 2 2,300 lb. 15,180 i n.l b. 9, 590 i n.I b. < stdconn. TYPE 1 DESIGN LOAD = 4500# BASE PLATE COLUMN BEAM 8 X8 X.375 Mbase= 14775 in.Ib. V COLUMN 3X3X12GA STRESS =0.63 5x 2-3/4 x 13 ga. MAX LOAD /LEVEL = 7,725 lb. BEAM I S O.K. TO 1 V BACKER 3X3X12GA/1- 5/8X13GA STRESS =0.93 OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.62 # OF ANCHORS = 4 HORIZONTAL . J 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 = 0.66 BENDING STRESS =0.74 TYPE 1 SECTION INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SPECIFICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM:EDM - FLOOR SLAB 6" X 2500 PSI. REINFORCED 192" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw AXIAL FORCE PROJECT A- AMERICA FOR NORTHWEST HANDLI NG SHEET NO. 6 OF 1 8 CALCULATED BY MIKE DATE 01-25-1996 " 4,500 lb. 6 - 2 4.500 lb. 316# 5 5 106" I u = 106" MOMENT BEAM MOM ENT 74" It 36" I 843 421# 1 3,100 I b. 21,572 in.lb. 17, 901 i n.l b. <- r edd H.D. corm. 2 1,550 lb. 10,230 in.lb. 7,115 in.lb. F stdconn. TYPE 2 DESIGN LOAD = 3000# BASE PLATE COLUMN BEAM V 7.75 X5 X .375 Mbase= 8478 in.lb. V COLUMN 3X3X12GA. STRESS =1.03 V 4- 3/4x2- 3/4x14GA/496H MAX LOAD /LEVEL= 3,304 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L - ANCHOR STRESS =0.84 # CF ANCHORS = 2 HORIZONTAL . f 1 1 /2X1 -1 /2X 14 GA STRESS = 0.12 DIAGONAL . J 1 1 /2X1 -1 /2X 14 GA STRESS = 0.34 V PUNCT. STRESS = 0.52 BENDING STRESS =0.47 reZril INC. MATERIAL HANIDUNG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLING SHEET NO. 7 OF 18 CALCULATED BY MIKE DATE 01- 25-1996 TYPE 2. SPECIFICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM :EDM - FLOOR SLAB 6" X 2500 PSI. REINFORCED 192" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw SECTION AXIAL FORCE l'' " 3,000 lb. 4 .. 3,000 lb. �i 5 74" S *— 144" Iu= 144" MOMENT BEAM MOMENT " It 36" 4 5 284# 1 3,650 lb. 26,407 in.lb. 22,438 in.lb. <- reci'dH.D. cam 2 2,350 lb. 14,468 in.lb. 11,051 in.Ib. <- stdcrnn. 3 1,050 lb. 3,634 in.lb. 3,817 in.Ib. < stdcann. I TYPE 3 DESIGN LOAD = 2500# BASE PLATE COLUMN BEAM V 7 X4 X.375 M base = 8975 in.lb. V CCLUMN 3X3X12GA STRESS =1.29 V 4- 3/4x2- 3/4x14GA/496H MAX LOAD /LEVEL = 3,304 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.94 # CF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1- 1/2 X 14 GA STRESS = 0.15 DIAGONAL V 1 1/2 X 1- 1/2 X 14 GA STRESS = 0.42 V PUNCT. STRESS = 0.67 BENDING STRESS =0.63 re Z I P 11111111°1 4.41C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLI NG SHEET N0. 8 OF 1 8 CALCULATED BY MIKE DATE 01-25-1996 TYPE 3 SPECIFICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM : ED Li - FLOOR SLAB 6" X 2500 PSI. REINFORCED 240" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw SECTION AXIAL FORCE 9S" TM 2 3 - 2# 2,500 lb. 29 61 " 1 --- 61" 2,500 lb. 149# 5 144 "-k I u = 144" MCIMENT BEAM MOMENT 5i 44" 4 4 ♦ 99# 1 2,700 I b. 2 5, 306 i n.l b. 2 1,800 lb. 7,845 i n.l b. 18,575 i n.I b. <- r ec(d H.D. Conn. 7,375 i n.l b. H stdconn. 3 900 lb. 2,905 i n.l b. 3,453 i n.I b. < stdcann. TYPE 4 DESIGN LOAD = 1700# BASE PLATE COLUMN BEAM 7 X 4 X.375 Mbase= 7550 in.Ib. V COLUMN 3X3X12GA STRESS =1.29 V 4- 3/4x2- 3/4x14GA/496H MAX LOAD /LEVEL= 3,304 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.58 # OF ANCHORS = 2 HOR I ZONTAL N i 1 1 /2 X 1 - 1/2 X 1 4 GA STRESS = 0.12 DIAGONAL .4 1 1 /2 X 1- 1/2 X 14 GA STRESS = 0.32 V PUNCT. STRESS = 0.48 BENDING STRESS =0.38 reZZI MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLI NG SHEET NO. 9 OF 1 8 CALCULATED BY MIKE DATE 01-25-1996 TYPE 4 SPECIFICATION - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM t EDm - FLOOR SLAB 6" X 2500 PSI. REINFORCED 240" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL+wDL) /Rw SECTION AXIAL FORCE 48" 1 0" 1,700 tb. 242# 1,7001b. la 6 61" 1,7001b. 121# 5 " 144 "---4' I u = 144" MOMENT BEAM MOMENT 5z" 348" 4 3 �i 24# 161# rSEI ZMI C MATERIAL HANDLING ENGINEERING TEL: (909)869- 0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMER I CA PROJECT FOR NORTHWEST HANDLING SHEET NO. 10 OF 18 CALCULATED BY MIKE DATE 01-25-1996 LOADS & DISTRIBUTION :TYPE 3 3 UVE LOAD PER SHELF (BASED ON CUENT SUPPLIED DATA) = wIL DEAD LOAD PER SHELF = wDL SEISMIC SHEAR BASED ON Division VI of Ow 1994 UBC = V. WHERE V =ZIC[wDL +wLL] /Rw SEISMIC ZONE = 3 Z =.3 1 =1 C = 2.75 Rw (LONGITUDINAL) = 8 Rw (TRANSVERSE) = 6 w DL =100 lb. I NTERCONNECTED UNITS. LONGITUDINAL DIRECTION VIong = .3 * 1 * 2.75 * ( 7000 + 300) / 8 VIong = 753 lb. Fi = V Whi /EWh TRANSVERSE DIRECTION VIong = .3 * 1 * 2.75 * ( 7000 +300 ) / 6 Vtrans = 1,004 lb. Fi = V Whi /EWh TOTAL FRAME LOAD = 7,300 lb. 2,000 lb. 3 0 294# 4" 9 3 " i 0" 9 " 3 2,500 lb. 2 2,500 lb. 1 2 144" I u = 144" 4 �i 44 "'F 3 199# 14 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMERICA PROJECT FOR NORTHWEST HANDLI NG SHEET NO. 1 1 OF 18 CALCULATED BY MIKE , DATE 01-25-1996 LONGITUDINAL ANALYSIS :TYPE 3 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). VI ong = 2 * Vcol = Vcol = F 1 = 75 lb. F2= 1501b. F3= 1511b. 753 lb. 376 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 8975 i n.I b. Mupper + MI ower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ow er Mconn = [ Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 3650 26407 2 2350 14467 3 1050 3634 Mconn 22437 11051 M com L v Mapper g SLAB Mconn 'R' r MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMERI CA PROJECT FOR NORTHWEST HANDLING SHEET NO. 12 OF 18 CALCULATED BY MI KE DATE 01-25-1996 COLUMN ANALYSIS :TYPE 3 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL Pmax = 3,650 lb. Mmax = 26,407 i n.I b. KxI x /rx =1.2 * 94 / 1.304 = 86.5 <- GOVERNS Kyl y /ry = .8 * 52 / 1.08 = 38.5 Cc = (2n'2E /Fy)'.5 =107.0 SINCE KI /r Cc, Fa = .522Fy- [(kI/r *Fy)/1494] = 17,719 psi. fa = Pmax /Area = 3,989 psi. fb = Mmax /Sx = 25,465 psi. fa /Fa = 0.23 >15 F'e =12n'2E /23(Kx1x /rx)'2 F'e = 19,957 psi. Fb= .6 *Fy= 30,000 psi. Cm *fb /Fb[1- fa /F'e] = 1.06 COMBINED STRESS = 1.29 B SECTION PROPERTIES A =3" B =3" C =.75" D =0" E =0" Wt =0# t1=.1046" t2 =0" Area= .915"A2 Ix .1.556"M Iy = 1.068 "M Sx = 1.037 "A3 Sy = :684 "A3 rx .1.304"A2 ry = 1.08"A2 1- 96" 9 Front View Side Viev 52" 52" MATERIAL HANDUNG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLI NG SHEET NO. 13 OF 18 CALCULATED BY MIKE DATE 01- 25-1996 BEAM ANALYSIS :TYPE 3 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABUZE 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 = 144.0 i n. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 I max = 3150* b /Fy =173 i n. SINCE !max >I act Fb = .60Fy = 30,000 psi MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = w /2/8 = 33450i n.I b. CAPACITY = 2(8* M /I) = 33031b. 2) MAXI MUM ALLOWABLE DEFLECTION (U180). 0 = 5w I '4/384EI CAPACITY = 2[(38 )/(5 180* 1 /2)] = 33831 b. MAXI MUM STATIC LOAD PER LEVEL I S 3,304 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic= wIAl2 /8 = LIVE.LO4D * *8) Mall ow( static) = Sx * Fb Mimpact= 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Msei s mi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal low Msei smi c Mal low RESULT 1.125 Mstatic (static) (seismic) 1 22499 25312 33450 22437 44599 GOOD 2 22499 25312 33450 11051 44599 GOOD 3 22499 25312 33450 3817 44599 GOOD Sx= 1.115 in.A3 Ix = 2.787 in.^4 WiL liowai MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMER! CA PROJECT FOR NORTHWEST HANDLI NG SHEET NO. 14 OF 18 CALCULATED BY MIKE DATE 01-25-1996 N. 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 " "2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) 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 "# 3 "/ 1"eff. Mconn. 1 5/8" t =' ga• Sbracket = .110 ""3 Mupper Mlower ilEAbilikraLlildli CONNECTION C =P1 +P2 = P1 + (.5/4.5)P1 = 1.11 P1 Mconn. re Z I P 1 : 111111 11C Illh MATERIAL HANDING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY A- AMERI CA NORTHWEST HANDLING 14A OF 18 MIKE DATE 01- 25 -1996 BEAM TO COLUMN CONNECTION (.o. GvN N Mupper Mconn= ( Mlower + Mupper )/2 + Mend Mconn. / _ Mconn. 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 (PER UBC SEC. 27 -11 E3.3) Abrg. = t ' D t = .0747 min. = .5 ' t Fu = 65,000 psi min. Pmax brg. = Area * Fbearing = .5t'2.22'Fu = 5,390# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 11 '3 Mcap = S ' Fbending = .110 ' .66 ' Fy C = Mcap/.5 = 2.0 P1 P1 = 1.0 Mcap = .0726 Fy = 3,630# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap. =P1 ' 6 +P2' 4 +P3' 2 = 9.33 ' 3,000 #'1.33 = 37,333 "# 3 "/ 1 "eff. I ( C C C 1 5/8" O t =7 ga. It•SII Sbracket = .110" "3 DEAL' TO COLUMN CONNECTION P1 P2 P3 Mlower 1/2" C 1/2" C =P1 +P2 +P3 = P1 + (2/3)P1 + (1/3)P1 =2P1 I I 6" MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLING SHEET NO. 15 OF 18 MIKE DATE 01- 25 -1996 CALCULATED BY TRANSVERSE ANALYSIS : BRACING :TYPE 3 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 di ag. = [(L- 6)/2+(D- 2* Bcol )/2]/.5 = 59.6 Vdi ag =Vtrans * Ldi ag. / D = 1361# kI /rmin = [ 1 * 59.6 ] / .488 = 122.2 Fa = [12Tr/2E]/[23(k1 /0/2] = 9989 psi . fa /Fa =Vdi ag /(Area* Fa) = 0.42 D =44" DI AGONAL AND HCRI ZCNTAL BRACING r I • • j 1- Ares .325 "A2 rmin= .488 " g t= .0747" W= 1.5 H= 1.25 " rrt17 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLI NG SHEET NO. 16 OF 18 CALCULATED BY MIKE DATE 01-25- 1996 OVERTURNING :TYPE 3 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C. STANDARD 27 -11. FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 1003 lb. Mot = Vtrans * ht * 1.15 = 1003 * 192 * 1.15 = 221840 i Mst = E(Wp+.85wDL) * d/2 = ( 7000 +.85 * 300) * 44/2 = 159610 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 1414 lb. <- CRITICAL SHEAR = 288 I b. Mot = Vtop * h * 1.15 = 288 * 240 * 1.15 = 79695 i n.I b. Mst = (Wp+wDL) * d/2 = ( 2000 +.85 * 300) * 44/2 = 49610 i n.l b. Pupl i ft =1(Mot - Mst) /d = 683 I b. 44 " _9 403# 34# 199# USE 2 ea. 1/2 x 3-1/2 MIN. EMBEDMENT MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 MIN. EMBEDMENT = 875 lb. PULLOUT & 1840 I b. SHEAR COMBINED STRESS 1 =1414 / 1750 + 501 / 3680 = 0.94 COMBINED STRESS2 = 683 / 1750 + 144 / 3680 = 0.43 SEI ZMI C IN. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT A- AMERICA FOR NORTHWEST HANDLI NG SHEET NO. 17 OF 18 CALCULATED BY MIKE DATE 01- 25-1996 BASE PLATE :TYPE 3 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 =3650 lb. B =7 in. Mb = 8975 i n.i b. D =4 in. b =3 in. P/A = Pcot /(D* B) =130.3 psi. M/S = Mb /((D* B/2)/6) = 274.7 psi. fb2 = 2b /B *fb =156.9 psi. fb1 = fb-fb2 =117.7 psi. Mbase = w b1 /2/2 = b1 /2/2[ fa + fb1 + .67fb2] Mbase = 705.5 i n.I b. Sbase = 1 * t/2/6 = 0.0234 i n.'3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .83 ANCHOR TENSION IMo = 0 T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol * b /2d2 T =875 lb. t =.375 in. b1 =2 in. fa MATERIAL HANOUNG ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 A- AMERICA PROJECT FOR NORTHWEST HANDLI NG SHEET NO. 18 OF 18 CALCULATED BY MIKE DATE, 01-25- 1996 SLAB AND SOIL TYPES THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND Will ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 13,681 Ib. Fpunct = 2 *sgrt(f'c) = 100.0 psi. Apunct = [(w +t /2)+(d +t /2)1* 2* t = 204.0 i n./2 fv /Fv = Pmax /(Apunct *Fpunct) = 0.67 (b) SLAB TENSION Asoi I = Pmax /(1.33 * fsoi I) = L = sgrt(Asoi I) = B= sgrt(w *d) +t= b = (L- B) /2 = Mconc = wb /2/2 = (1.33 *fsoi I Sconc = 1 *t/2/6 = Fconc = 50 *sgrt(f'c) = fb /Fb = Mconc /(Sconc *Fconc) = 10.26 ft./2 1,478 i n. /2 38.4 in. 11.3 in. 13.6 in. * b 2) 853.0 in.Ib. 6.00 i n. /3 225.00 psi. 0.63 BASE Ik.ATE w = 7 in. d =4 in. CONCRETE t = 6 i n. f'c = 2500 psi. fs = 1000 psf. • CONSULTING ENGINEERS /CIVIL AND STRUCTURAL , 1519 West Valley Highway North/Suite 101 Post Office Box 836 /Auburn, WA 98071 206.833 -7776 Fax 206. 939.2168 Ewalt EMue eu8 r[�i GJ9 On& /.36 002-6 STRUCTURAL DESIGN CALCULATIONS OF RACK BASEPLATES AND ANCHORAGE A- America 18255 Segale Park Drive B Tukwila, WA FOR NORTHWEST HANDLING SYSTEMS, INC. 1100 SW 7th Street Renton, WA 98055 April 1996 JOB NO. 96044 RECEIVED APR 1 0 1ggF COMMUNITY DEVELOPMENT :to RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 96044 DATE: 4/9/96 CALCULATED BY: DPS SHEET NO.: / . PROJECT NAME: SCOPE OF WORK: A- America DETERMINE ANCHORAGE AND BASEPLATE REQUIREMENTS OF THE STORAGE RACKING SUBJECT TO SEISMIC LOADING PER THE 1994 UNIFORM BUILDING CODE. ALL RACK DESIGN PER MANUFACTURER. DESIGN PARAMETERS: lib L i _I/T" ) CONCRETE SLAB THICKNESS: CONCRETE COMPRESSIVE STRENGTH, Pc: ALLOWABLE SOIL BEARING PRESSURE: STEEL BASEPLATES, Fy: SEISMIC LOADING: SEISMIC ZONE: V = (ZIC /R)W Z= I= C= R= V= SEE SHEETS 2 S FOR MORE LOADING INFO. 3 0.3 1.0 2.75 6 0.14 W Pi = V • (Wi•Hi) /SUM(Wx•Hx) 6.00 inches 2500 psi 1000 psf 36 ksi RECEIVED APR: 1. 0 1996 COMMUNITY DEVELOPMENT RUPERT ENGINEERING, INC. l` 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 INPUT DATA: RACK TYPE: PALLET — 7 0 / DEPTH OF RACK: NUMBER OF SHELF LEVELS: LEVEL* 1 2 WEIGHT, Wi 3.50 kips 4.50 kips 3.00 FEET 2 HEIGHT, Hi 16.50 feet 10.25 feet JOB NO.: 96044 DATE: 4/9/96 CALCULATED BY: DPS SHEET NO.: 'Z- CASE I - ALL LEVELS LOADED 1 2 WI (kips) 3.50 4.50 8.00 Mot = 1.15 *SUM (M) = Mres. = SUM(W) *D /2 Madd. = 1.5*Mot - Mres. _ DOWNLOAD = (Mot + Mres.) /D = UPLIFT = Madd. /D = Hi (feet) 16.50 10.25 WxH (kip -ft) 57.75 46.13 103.88 Pi (kips) 0.612 0.488 1.10 M (kip -ft) 10.09 5.01 15.10 17.36 kip -ft 12.00 kip -ft 14.04 kip -ft 9.79 kip C 4.68 kip 6 6. RECEIVED APR 1. 0 1996 COMMUNITY DEVELOPMENT RUPERT ENGINEERING, INC. ( --• 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 JOB NO.: 96044 DATE: 4/9/96 CALCULATED BY: DPS SHEET NO.: 3. CASE II - ALL LEVELS LOADED EXCEPT BOTTOM # WI Hi WxH PI M (kips) (feet) (kip -ft) (kips) (kip -ft) 1 3.50 16.50 57.75 0.481 7.94 2 0.00 10.25 0.00 0.000 0.00 3.50 57.75 7.94 Mot = 1.15•SUM (M) = 9.13 kip -ft Mres. = SUM(W)•D /2 5.25 kip -ft Madd. = 1.5 *Mot - Mres. = 8.45 kip -ft DOWNLOAD = (Mot + Mres.) /D = 4.79 kip UPLIFT = Madd. /D = 2.82 kip RECEIVED APR 101996 COMMUNITY DEVELOPMENT µ RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 BASEPLATE CASE IV RACK TYPE: PALLET MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS Y= PLATE DIMENSIONS y= SLAB THICKNESS = F'c SOIL BRG Fy = SLAB ANALYSIS Ft = 3.5 *SQRT(F'c) Ma = SOIL BRG = M= Lmax = SOIL Areq'd = X slab = Y slab = SOIL A prov = SLAB OK BASEPLATE ANALYSIS TRY pLw /t= S= Fb MpL = MpL = 1 /210 ApL =x "y le max = a prov. = b prov. = a eff. = b eff. = I eff = ApL eff. = fp = P/A = MpL_ t req'd BASEPLATE O 9.79 kips 4.68 kip ( /7 3.00 inches 7 3.00 inches 8.00 inches 8.00 inches 6.0 inches 2500 psi 1000 psf 36 ksi 175.00 psi 72.00 in ^3 1050.00 #" 1333.33 psf 1/2(SOIL)02 15.06 inches 7.34 feetA2 38.12 inches 38.12 inches 10.09 feetA2 0 0.375 inches' 0 023`�in:" 3 36 ksi 0.844 kip" 3.837 inches 2.500 inches 2.500 inches 2.500 inches 2.500 inches 2.500 inches 64.000 inches ^2 0.153 ksi 0.478 kip" 0.282 inches 5.1.4Q dR-- c v P 0, -; JOB NO.: 96044 DATE: 4/9/96 CALCULATED BY: DPS SHEET NO.: y • YR --T RECEIVED APR 1 0 1996 COMMUNITY DEVELOPMENT ..11=1100/ .10.1.1 Mee. RUPERT ENGINEERING, INC. 1519 W. Valley Highway N. Ste. 101 SHEET NO 5-- OF et P.O. Box 836 AUBURN, WASHINGTON 98071 • TEL (206) 833.7776 FAX (206) 939.2168 e • 14! CT •••;,,t JOB CALCULATED BY CHECKED BY DATE SCALE .211°S r. t E 56e, e:1 DATE rtfor2. : I 123 C 1 1 2 I t : 3 ■1=■■••■■ ArS ic I Are%) G-letcri-ArCwq I toy L. olort r P _J 111 lJIII Ill T •sc-4: erilM c.52.46,)4 I T P. t-C\t' ArT1 c:3 0 o-41 J G b I p r:•\ RECE1VEE APR 10 1996 COMMUNITY DEVELOPMENT 3 \4.41n • 3. VA' :le' I. OM. ■.: • ,' • ••, • •• • Rup c r t CONSULTING M /CMLAND STRUCTURAL 1519 West VWlsy Highway North/Stslts 101 /Auburn, WA 98001 Post OfAce Box 838/Aubtxrr,WA 98071 208.833.7778 Fax 206- 939 -2168 k mck. rt-sew -+ L- cwt -il. o,J I -I S. Ar-a'= Z -" ort. 1/4- Virt.toriar D-4'r G- I / Z s ! 4 Ie I ? d M L I T=- v7'4 a i A' 8 1 1 S61 t / / w . , t=i -N S-t1 en_Pr K -b'u C�`� I I o u (mil I - 1 vElvt - 41 - Ntdrg U PL.. t+=.t y Z ( JOB 4 0' A II-1 S'(ac 1 4 4 SHEET NO OF OF 9 CALCULATED BY PS DATE Area. I4 CHECKED BY DATE SCALE RECEIVED APR 1 0 1996 COMMUNITY ,✓V PI (■PMEN7 L (2,6 3 " V4s tA4 012.4 01040t c-ttc-v LATTLovla 12 ViJl r : Ghz..c.v t. Pen-ea S a..$ - , • e4 K � P $hrrtGrov1TM ay_ U rriko.tr ST¢IS4-Iclr - lu " - U.PR-I&WI #6 e.4 I UPrt- t.4T ItS 1T.. ' 1S ajGTz;.n-so" s -4 1 22,1 f up , I,2,F ,Cydrn. rsuo _rt-rnAt> CI U i3o 3 L. I `t A•GD Z Av.! e...4.k qst -- -- ht= 8N'fr173e rr ' 0 5•I' o1r�c -1 Cr z 4 - 12 fd = LID C trt . C!t! 0 = Tit (A ¢ 3 I t t- oAccATu W S.-e 34 -} . 474vi4.4. vrt. -S motor - sZ - S-TUto 1-ti t t,.1 a3 � Z C 12gQ) 'LI-) 4. Z (1,5 ?-s)( ea.4 ) _ '-{ r a le OrteD z - I td H t LTT Wrr �3 Acs- a"+►�I'cTc ( 13-2. LI L 4-) ba'ICf err J v Asr4= N re1,.J sk ca-% era c l.t afga-s Rupert Ignagbasetw 0 CONSULTING ENGI EERS/C LAND STRUCTURAL 1619 Wait Valley Highway North/Sulte 101 /Aubum, WA 98001 Post Office Box 838/Aubum,WA 96071 206-833-7776 Fax 208 - 9394168 JOB ei LOO 64c-4- SHEET NO OF 4 CALCULATED BY 7:) .. DATE ArP41.. S Cs CHECKED BY DATE SCALE �rtata f v► c,, =4x. 1 P6' I , 3 , 'a - rs. .S -I' Ytat:; l u' L) 'r CSI CU sat--15. 0, t ` .Z71. oz..) l.t s -, b a - (-p, - ) l SP t)4 op V. *• LiAariZ — U P124 our w tirWZ 2- c.G S u. a r A-I / I , .rrs-t -Lft -1 C" ATY∎=2 rt-c I� wow L tiTL4 -a. 14 -+ Z C Te . 2 14" 14. 1 8u) (.2)4 )0.4.4 a `5 ,S k '--h bv °L ¢ -- S psrb'ps 1 z W t `, \AL S r V VPM_L 'Era 'fldyLct.+ Cs-sot CLAr / C / L s i-+ toe ? Z I4 013 Vkl 6S-4= - t - o c. i w An_. ' �� X2 tmira -, taAcq cal RECEIVED APR 1 0 1996 COMMUNITY DEVELOPMENT Rupert Niaglunseflag be= CONSULTING ENGINEERS/CML AND STRUCTURAL 1519 West Wiley Highway North/SOD 101/Auburn, WA 98001 Post Ofilos Box 838/Aubum,WA 98071 206-833-7778 Fax 208-939-2168 JOB SHEET NO es OF Ct CALCULATED BY .233S DATE 4rele..- c l tO CHECKED BY DATE SCALE t+ 1- w.`10 0;7% c.f. I Z U ) e.,(1.5.-rt c.) 3)& IL L./ fp tr &wt 4114 op l e Y. 3 u X 4 0 - s P t%" ii k‘o.,10 Lier 3 /2. ■ -% . taYIASco^- / ' x ct-' sg#Tc.s-c-Lerv s It " - V I 1:›ao-L. Z t-2 ycr crk-s &P— iz 11 cid N I t... 9I 1 c. — IT 3 r+v , t23" Isyvr (4 (02 **) 127 au.) a ''J /'.-e P. N':5'U 4t• irpsiC/SrtPi_<e° 474C-4/47)115 7p / RECEIVED 4:547.54 APR 10 1996 COMMUNITY • DEVELOPMENT Interlake Material Handling Division Edward E. Shields District Manager 21106 S. E. 258ti1 Sheet 1+Itpie Wiry. WA 98038 206/4324276 206/432.2026 fax WELD PATTERN FOR STANDARD FOOTPLATE JIM MARKEY t:51a CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL 960 X a?o = /9a?6 4k X 20 Soo X �o X X 4 p/yleR ?/9ye 1 GRAND TOTAL = 34 ayo RECEIVED CITY OF TUKWILA JAN 2 9 1996 PERMIT CENTER ' "llittattrali Pik' greitiatirri nitAl AM I: 1 1,4tlatku:kSte!vtraucxm`xueuanr, 0,144nacnuuors. CITY OF TUKWILA RACK STORAGE DIMENSIONS GRAND TOTAL = 3 7,/s.:2 ke LINEAR FEET X HEIGHT = TOTAL Y.32- x ___ZL,_ _ 49/2 a�� Po x /lo = a 9 1- /32 x /& _ 5/,2 X = X = CITY OF E TUKWILA JAN 291996 PERMIT CENTER _ ••- ;REGIBTRATIONN(IMBEFY : ':p tImliM DATE,. . •1 0/,01 19.6 ;.;a4 /O6 /T? G6 . `'. NO 7,04 E75 F, iF2 f tCT IVE^,DATE PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD ; REGISTERED AS PROVIDED BY LAW AS A: NORTH W �9T. HANDI I KC SY8 4,INC_ 1.1 00 • SW~ 7TH ST RENTON WA 98055 -2939 SIGNATURE F625- 052.00013.921 ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT EKED CIN OF TUKWILa MAR 14 1996 PERMIT CENTER REVISED TYPED' BEAM WELD NOTE: ALL WELD =1/8 3" APPROX. 6 B � .CONNECTOR - - ATYPICAL BRACING TO COLUMN CONNECTION BEAM uses "xl3GA. ON FIRST LEVEL ON TYPE 1 USE 4 3/4 "x14GA. ON FIRST LEVEL ON TYPE 2, 3 & 4 GENERAL CONFIGURATION B J TYPICAL BEAM TO COLUMN CONNECTION TYPE'A' BEAM WELD NOTE: ALL WELD =1/8 HORIZONTAL & DIAGONAL RACING 1/2" MIN. EMBDMNT oral Front View Side View / t Front View Side View Front View / Side View 8 „ Front View Side View 8 " 4 REQ'D PER BASE PLATE 2 REQ'D PER BASE PLATE ON TYPE 1 ON TYPE 2, 3 & 4 0 NOTES: 1. STORAGE RACK DESIGNED PER DIVISION VI OF THE 1994 UBC. 2. STORAGE CAPACITY: 4,500# PER LEVEL ON TYPE 1 3,000# PER LEVEL ON TYPE 2 2,500# PER LEVEL ON TYPE 3 1,700# PER LEVEL ON TYPE 4 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQ UARE INCHES FOR PSI GRADE 50 A307 (UNLESS NOTED) 5. ALL BOLTS A 6. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL. CEO #4627 7. CONCRETE 6" THICK x 2500 PSI 8. SOIL BEARING PRESSURE 1000 PSF 6 A < , }— CONNECTOR \3 ANCHOR ICBO #4627 ` 5 J USE 5 "x13CA. ON TYPE 1 BEAM USE 4 3 /4 ">14GA. ON TYPE 2, 3 & 4 C PICAL STORAGEAA-CiX TX EI.EVATLONS ��'f EXPIRes 4 -12.96 EIZMIC� MATERIAL H ANDLING ENGINEERING Atlantic Street CA 91768 • Fax (909) 869 -0981 EST. 1985 Pomona, Tel, (909) 869-0989 THK. -t; - --4-11 4- -- TYP 3 TYP. WRAP 3/8 "THK. 3„ TYP. WRAP 1" TYP. [77 1/8" ' CORNER. 7/8" TY 1/8 r 2" CORNER 1" TYP, 7" CALIFORNIA CONTRACTORS LICENSE NO. 665374 SCALE NONE DRAWN BY S.K 7 3/4" i DATE 1/25/96 APPROVED BY SAL E. FATEEN DESCRIPTION STORAGE RACK DETAILS (INTERLAKE TYPE) 2A >< BASE PLATE (3/8" THK.) 2B \ BASE PLATE (3/8" THK.) 2C- > < C_ BASE PLATE (3/8" THK.) COLUMN USE ON TYPE 3 & 4 ADDRESS A- AMERICA 18255 SEGALE PARK DR. "B ", TUKWILA, WA 98188 DRAWING NUMBER 95-061A 1A J COLUMN /BACKER USE ON TYPE 1 1 B COLUMN e —v USE ON TYPE 2 \I CITY OP TL,,;EiLA )AN 2 9 )996 SIDE VIEW SELECTIVE PALLET RACK BEAM-1 FRONT VIEW SIDE VIEW FRONT VIEW SELECTIVE PALLET RACK SIDE VIEW ELEVATIONS SCALE X4 SELECTIVE PALLET RACK 14M BE. FRONT VIEW 1-48'4 SIDE VIEW SELECTIVE PALLET RACK 0 [5(P'l .iipAti9e)Qu),(0,5 ^Pt Oft 96 el) \ y P La." BEAN FRONT VIEW DESCRIPTION PLAN VIEW 1 /30"=1' DATE INC FILE COPY Check approveh,,he 4 NOT PUBUSHED, ALL RIGHTS RESERVED. THESE DRAWINGS • AND SPECAFICATIONS, AND IDEAS. DESIGNS. AND ARRANGE— MENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF M.S. NO PART THEREOF S.LL BE RE— N - 0RTE Nv Esr PRODUCED. CORM ...TED, DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBUSHED OR OTHERBASE USED WITH— OUT THE PRIOR WRITTEN CONSENT OF NWHS. TITLE a a a APPROVED FIT A AMERICA KENT WA SCALE NOTED DRAWN BY KNW DATE DATE APPROVED 1/9/95 CHECKED BY JM CCI" W'f;t1\1_1‘ ' ■3010-.0C- n,415(`' CITY S7 7.1&,, JAN 2 N1996 PERMIT CENTER SHEET NO. DRAWING NO Al N. O •.24' /5 "E. LEGEND SURVEYOR O PROPERTY CORNER 6"PVC. DOWNSPOUT 4 "0OWNSPOUT. F /RE HYDRANT.'' STREET LIT STANDARD POWER VAULT CATCH •BASIN a /2 "X /2" COLUMN SAN/TARY SEWER L SD- STORM. DRA /N; -hY WATER MAIN ` -p.- PUOET SOUND POWER O /GHT -G - .WASH/NGTON NATURAL GAS -T- PACIFIC NORTHWEST - BELL ,• CONCRETE • SET TACK /N 4_E40 P0 /NTA. ACCESS LEGAL DESCRIPTION: • That portion of the Southwest Quarter of the Northeast Quarter and Government Lot 5, and Government Lot 6, ALL in Section 35, Township 23 North, Range 4 East, W.M., in King County Washington, described as follows: BEGINNING at a monument-at the Northeast corner of the said south- west Quarter of the Northeast Quarter; thence 'South 07 °44'56" West, 470 feet; thence North 87 West, 628.86 feet; thence South 14 °28'47" West, 86.93 feet; thence North 75.31'13" West, 30 feet to the TRUE POINT OF BEGINNING; thence South 14 °28'47" West, 51.57 feet to a point of curve; thence along a curve to the left having radius of 1,159.89 feet through a central angle of 06 an c distance of 137.54 feet; thence South 07 West, 206.95 feet to a point of curve; thence along a curve to the right having a radius of 1,104.55 feet through a central angle of 13 °06'17" an arc distance of 252.63 feet; thence South 20 °47'25" West, 784.34 feet to a point of curve; thence along a curve to the right having a radius of 50 feet through a central angle of 92 an arc distance of 80.88 feet; thence North 66'31'27" West, 240.80 feet, thence North l7 °28'13" East, 1,424.06 feet;, thence South 87 °50'09" East, 230.35 feet to a point of curve; thence along a curve to the right having a radius of 40 feet through a central angle of 102 °18'56" an c distance of 71.42 feet to the TRUE POINT OF BEGINNING. RESERVING an easement for sidewalk the Easterly tiit feet sw uly purposes e N ortherly 15.00 feet, over y and over tt Southwesterly 15.00 feeteof the property described above. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. RESERVING a n easement for railroad purposes, and an easement for access road purposes, including, but not limited to railroad main - track, lead track and spur trucks, as well as for railroad access and storage, and as well as for other vehicle egress and ingress and truck maneuvering over that portion thereof lying Westerly of the Westerly building line produced. RESERVING an.easement for common access purposes, including ingress and egress over the following described portion thereof: BEGINNING at a monument at the Northeast corner of said Southwest Quarter of the Northeast Quarter; thence South 07 °44'56" West, 470.00 feet; thence North 87 °50'09 "'West, 937.93 feet; thence South 17 °28'13" West, 31.10 feet to the TRUE POINT OF BEGINNING; thence , continuing South 17 West, 117.05 feet to a point of curvature 1 on a line 10 feet Westerly, of the centerline of the railroad lead track; thence going in a Northeasterly direction along a curve to the right having a radius of 393.51 feet; the center of which bears South 59 East, through a central' angle of 15 an arc distance of 105.83 feet; thence North 10 °19'51" East, 27.76 feet; thence North 87 West, 35.00 feet to the TRUE POINT OF BEGINNING. Wibto*Ob ...TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a 60 foot wide strip of land sutrounding and adjacent to the main; building line which is described as follows:. ' BEGINNING' at a monument at the Northeast corner of the Southwest Quarter Of the Northeast Quarter of said Section 35, thence South 07 West,' 470.00 feet; thence North 87 ° 50'09" West, 706.22 feet; thencetiAouth' 17 °28'13" West, 163.72 feet to the TRUE.POINT OF BEGINNING; thence eon -C. tinuing South 17 ° 28'13" West, 100.00 feet; thence North 72 Weetl: ., 20.00 feet; thence South 17 ° 28'13" West, 320.00 feet; thence South 72 °31'47" East,I25.00 feet; 'thence South 17 West, 150.00 feet;.. thence North 72 West, 20.00 feet; thence South,17 West, 580.79 feet; thence South 72.31'47" East, 20.00 feet; thence South 17 ° 28'13" West, 115.00 feet; thence North 72 West, 200.10 feet; thence North 17 ° 28'13 East, 1,165.88 feet; thence North 26 East, 101.07 feet; thence South 72°31'47" East, 184.85 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH ro non exclusive easement for.ingress, egress, and utilities purposes, 60 feet in width,-.having 30 feet on Scab side ot., the following described centerline. .BEGINNING at a monument at the-Northeasb corner of. the Southwest Quarter of the Northeee Quarter of Section 35, Township 23 North, Ra,ige 4 Saab, feet; thence No W.M., in King Canty, Washington; thence Southe07 ° 44'56' . West, 470.00.,' th 87 ° 50'09." West, 628 :86 feet td's point hereinafter, : - designated Poi4 'A'; thence South 14 °28'47' West, 1311:49 feet to a'': point of curve; thence along a curve to the left havin3 a radius of . 1.129.89 feet, through dcentral angle of 06 an are distance /of 133.98 feet; thence South 07 West, 206.95 feet to a point of .; curve; thence along a curve to the right having a radius of 1,134.55: .feet through a. central angle of 13.06'17 an are - distance of 299.50'. feet; thence South 20 West, 868.17' feet;thence North 66 West, 321.49 feet to the terminus of this easement centerline, TOGETHER WITH; beginning at Point 'A' described on the above centerline; thence North 87 Went, 309.07 feet to the terminus of a centerline having ) 30. feet of width on each side. EXCEPT that portion thereof lying, within govth 18tlth' Street.•' _ ,, • • , . 'SUBJECT, HOWEVER, to the right • of. Owner and Ownerte successors'in title, to relocate said easement within Segale. Business Park on the following terms and conditions: Cl) . Any such relocation shall perpetuate similar rights of ingress, egress and utilities to a public road; (2) The width of said relocated 'e sement'and the , physi l ::'surfaefng. 'th re f shell be eimilar.to that of the easements (3) The route of said relocated easeme' t shall afford' reasonable direct access to a public road; • company on the same.basia as the original relocatable easement,. '. (6) The expenses.of mulch relocation,. construction and: .The legalrightpeof• Mortgagee and Aortgagee'iCsuccesserehisi- under,,in and to route of said'relocattl eaeemeht shall be eche tially game as with respect to the.routa ofthed.ntitiar a supplement to this Assignment containing,: revieed legal.descripp!,, SUBJECT' TO any covenants conditions, easements;• encumbrances Cr restrictions.of record. ATTACHMENT 41 SHP /MAS BUILDING 771 SURVEYORS CERTIFICATE '° I HEREBY CERT /PY THAT 77,/S MAP CORRECTLY RSPfgSHNTS A SURVEY MACE BY All OR 07405(4 MY 0 /ROCT /ON TN /S /_ 4a OAY OP AUOUST. /979. /503/i' 'CITY OF :.. JAN 2 9`1996 11,3 Ng ER109, JUL 20 19901 Cdv 1 e_t, PLAMa119 r SITE ADDRESS: b18161 -18325 §egale P ERMIT CENTER N.E. code/v./X. T. 23 N.', R.4 4.,,W1,4.! ., W,M, • • SAW MONUMENT IS AT ` 500774 iao A PUCL/C $5-Reset '4NODV -: - - - 2 vn. I /O9R/t WEST i 'l; A.T.A. SURVEY ', B!J /LO /Np 77/ -,' EGALE BUS /NESS :PARK M ERnNET ER , °:w... ; .:,.. r nn - µa N� , L EACNYAN � ASSOCIATES IrIC ¢ o