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HomeMy WebLinkAboutPermit B96-0147 - THE GOOD GUYS - STORAGE RACKSCity of Tukwila C. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B96 -0147 Type: B -RACKS Category: Address: 300 ANDOVER PK W Location: Parcel #: 262304 -9001 Zoning: C2 Contractor License No.: MALONBG052D7 TENANT THE GOOD GUYS 30i ANDOVER PK, TUKWILA, WA 98188 OWNER SEGALE M A INC PO BOX 88050, TUKWILA.WA;,98.188 CONTACT ROY CALI 9301 AVONDALE RD_N.E., REDMOND, WA-980 CONTRACTOR MALONEY &' :BELL•GENERALCONTRACT 2718 MERCANTILEDRLVE., RANCHO CORDOVA, 2 Status: ISSUED Issued: 06/10/1996 Expires: 12/07/1996 Suite: 600 Phone: 206 702 -8829 Phone: 916 635 -7600 A•:.95742 *** * *•k•k• *A***** k**• k• k •k'Mi *k* *•k•k•kkk** *•k•k•k* *k *• kit•k*•A**4 *•k *** * *•k *** * * *•k•k* Permit Description: INSTALLATION OF STORAGERACKS. UBC Edition: 1994 Valuation: 5,000.00' Total Permit Fee: .169.09 Permit'Center ithorized. Signature Date I hereby.;_ certify. that I have read and examined this permit and know the same to be true and correct. Al 1 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 this building permit. Signature :_ Print Name: Date: .49—/v -2 Title:_ _lb Ce_ erre%:04•er`r 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. ddress: 300 ANDOVER Pt: W Suite: 600 Tenant: INE GOOD GUYS Status: ISSUED iype: 8-RACKS Applied: 05/22/1996 Parcel it: 262304-9001 Issued: 06/10/1996 44***4**44.44.1,444 44,44 4 4 4 *4 4 44 4 *4044 - 4'441c4 4.44 **** 44 . 4444 Permit Conditions: 1. No changes will be made to the p unless app”oved by the Architect or Engineer and Division, - All permits, inspectjorr:reCOrld plans shall be .available at the J„obsi'te tc the any con- struction. lheSei tt b maintal,ned and avail- able until fAnaTinspectlion,4pproval is granted,. All constru.Cton to;'::bedone'-fn-conformancewith app'roved ID lans and..j.)T,e4iiirements Of theUniform BOAT Lditio a: amende&:. UntforWMechaniCal. Code and Wash)pgton Sta'teEnergyCOde (1994 4 Valid#viof Permit,: The:isSUance a perMit or approal: planspectfiCat„lions. , an#4: computations shall not be con. struseAltolae a betrmitJOror anapproval of, any violation of aT» of provisions of building code or ,of any othe of'dinance of the juriS(iiction. No permit presuMIng tc autboOlt.ii to v161at•e-ti cancel the provisions: of;thJs cc*: shill be valid • • • , • .. ; CITY OF TUKWILA Perli7t Nc: 896-0147 +:y4 `'iAPIC? �',� .�« >ba�3... � DEP< A yd'rF7AR''0,413i'�'xR` itm Agi,,, .ti 1 %<Y.:Y` -'s i ��1at, �� � w �a�DAYEh;'IN" ghc�1�rci,,,g6,,, ,. ;;DAT 'sn w F E , <x. °' J n�p,l''.R� , . r4 vt:� . S . ;: <' :�' �"`�:n':'!(+?:.CJ;' y "'i: i:''' `� F- , - r.� s ,� „ ;,: , .�. �, „ a �� , i � .�',,tt% i L ; a. :: REQUIREMETS, /; C OMMEN TS °”; ' ' . � . " 1'l� '�.:.; `f+ y 5 , _, ,..s:t ,,z,, . , :10, Ak" k.'^. lk-.1;;4.6'f.V.P,Y31411• t.i ,.. O Plan Review Meeting 5 5o -"1 I 1(J BY: ...... ____ (init.) *NI IA � INIT: 4 BUILDING - Initial review � °e �� � CONSULTANT: `5 ,� �3 I � 6 ROUTED) Date Sent - Date Approved - FIRE 5 14j, L ��y q ( 'IREPROTECTION: °Sprinklers 0 Detectors �NlA - IREDEPT.LETTERDATED: frc.y y INSPECTOR: Lam ,/. / INIT:i'C. O. LANNING ZONING: PAR /LANDUSECONDITIONS? °Yes 0 N nEFERENCE FILE NOS.: INIT: MINIMUMSETBACKS: N- S- E- W- ° PUBLIC WORKS UTILITYPERMITSREQUIRED? O Yes O No I'U BLIC WORKSLETTER DATED: INIT: .,14 BUILDING - final review %J -? -% TYPEOFCONSTRUCTION: V- ACV'--S CERT.OFOCCUPANCY? °Yes gl No UBC EDITION (year): j ci /4i INIT: K tbUILDING OFFICIAL `�'30 i-, --3v' --T,. INIT: AMOUNT OWING: CONTACTED fl '� I l �7�� . 6Qc-) DATE NOTIFIED 5 5o -"1 I 1(J BY: ...... ____ (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER CITY OF TUKWILA \ Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME Gicfal SITE ADDRESS P\ndv Q T P l� SUITE NO. (000 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 02/15/96 oJUU ouurncenrer douievara, I UKwlra VVH V0100 (206) 431 -3670 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE � J PLAN CHECK j'� C � NUMBER 8 c1 V i APP! IC;A LION 111U`; T HE FILLED OUT COMPLE TEL Y PLAN CHECK FEE BUILDING SURCHARGE : OTHER: TOTAL- /&q, O:q SITE ADDRESS SUITE # ' ?Ne P nde er rc,r/t w cam VALUE OF CONSTRUCTION - $ - It c,or.) 3 PROJECT NAME/TENANT / — n-,e__ cj c ),A S •-% y 5 1 , ASSESSOR ACCOUNT # 'a (6. 3 � Li y ot!:) ( TYPE OF • New Building Li Addition Li Tenant Improvemen (commercial) U Demolition (building) WORK: Rack Storage U Reroof U Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: !� i(0 Sic, / /c! f/6 „, 0 S ")°'Ye i ('c c k. BUILDING USE (office, warehouse, etc.) f? DI ia t 't i I NATURE OF BUSINESS: re - - i Auca c / L';ClEz, E'y�.A.y,e. 54 /PS WILL THERE BE A CHANGE IN USE? • .Q'No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1 a, Tenant Space: 7,1, --7 3 Area of Construction: y ._) 3 7 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a. No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: S•rinklers •- a Fire Alarm Sem PROPERTY OWNER j f' PHONE db_S-)S-�UV� ADDRESS (PO . f s)� c ) 5o j vr . l c, tiJA ZIP 9 g, CONTRACTOR (nY 1c‘i6,,. . c� „c 13et1 Gen 'u- .-tc� - :..'cars , ,1--,L . PHONE 9/ 4, 6,..1 S 7, ADDRESS'a -71 h�) e,-<c.n - r 1e 0_,,,,,,_ t`c,nc)..,, lu,-,)l0 ✓4 0A ZIP 9.57c-1 Z WA. ST. CONTRACTOR'S LICENSE # m� jon S EXP. DATE ARCHITECT G / _ PHONE S /o _ �, L , ; _ 7 icla ADDRESS I /1 / H i�.... ed` , C'ra / ��� IAA, �G V f tC. C_ Ric S ✓. le / di ZIP C� l 7`)- (v CITY OF TUKWILA Department of Community Development - Building Division I;HEREBY CERTIFY T HAT : I :: HA VE; RAp °AND AND THE:.$AME T • BE:TRUE AND::CORR. ECT,:AND I` AM: AUTHORIZED: TO APPLY;FOR :PERMIT ;. SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON PRINT NAME DATE APPLICATION ACCEPTED ADDRESS c-1.0, pa. ,TV C` �cr /f BUILDIW PERMIT APPLICATION DATE A APPLICATION EXPIRES PHONE Svc,. ?c,_ s 9.z.9 CITY/ZIP � I�� ^�� q ) c)s2 PHONE ,„ 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 ComnillW gopment Building Division at 431 -3670. COMMERCIAL Two sets (2) of the following: E] Specifications Structural calculations stamped by a Washington State licensed engineer n Soils report stamped by a Washington State licensed engineer Ej Topographical survey n Energy calculations stamped by a Washington State licensed . engineer or architect n Legal description • n Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations Civil drawings •.Landscape plan .. NEW COMMERCIAL BUILDINGS /ADDITIONS 0 Completed building permit application (one for each structure Assessor Account Number [1 Completed utility permit application (one for entire project) Six (6) sets of civil drawings NOTE:: See utility permit application and checklist for :specific utility submittal requirements. RACK STORAGE Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. n Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL — NEW SINGLE•FAMILY DWELLINGS /ADDITIONS n Completed building permit application (one for each structure) H Legal description n Assessor Account Number C Two sets (2) of working drawings, which include: ..:.;....... • Site plan —. (on plan show closest hydrant location. • Foundation plan . '. ' Include access to building, showing Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross- section • Structural framing plans E] Washington State Energy Code data Completed utility permit application . n Six (6) sets 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. SUBMITTAL CHECKLIST COMMERCIAL :TENANT: IMPROVEM Completed building permit application (one for oath ItrUcture or • tenant) Assessor Account Number Two (2) sett of Construction plans, inclu Site plan • Location of tenant space. • Existing and proposed parking •Landscape plan (if applicable, 1.9., change of. use Overall building plan Tenant location Use of adjacent (common wall) tenant Overall dimensions of building or square foota Flair' plan of proposed tenant space • Tenant space plan with use of each room labelled ; . Exit doors, egress patterns • New walls, existing wall; and walls to be demolished. Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling n Structural calculations stamped by . ti Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work Is to be done, submit separate utility permit application and plans. REROOF Completed building permit application (one for each structure) U Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. A certification letter is required prior to final inspection and sign off of the permit. lI ANTENNA/SATELLITE DISHES n Completed building permit application Assessor Account Number Two (2) sets of plans,: which include: Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washing ton State licensed engineer may be required RESIDENTIAL REMODELS n Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, which include; NOTE If any utility work is . to be done provide utility permit application . . :: and plans must be submitted n Completed building permit application (one for each structure) 11 .Assessor Account Number • Site plan •:Foundation plan; Floor plan Roof plan Building elevations (all views Building cross- section • framing plans:::::: Narrative describing existing roof, material being material being installed. removed, an NOTE: A certification letter is required prior to final inspection and sign- off of the permit.: s.YT. ".' KJ.i i 4:t5 4,v., .. ,:1i¢g4is41•1t viK',� ♦�7 0 GENERA 169.09 TOTAL 119.09 l s* k* k*** A** *A * **: *Ak * * * *A *AA* *k * *A **A• *•A3 **k.\ *AA * *A,1*,1 *A *,F *3•AA *A'Ai GHEGt( 169. U9 CITY U r !J I; I L (� . r� (a r (: ja t� S f1 17 CHANGE LOO k* * * A ** ** * *A•,4 * ** * *A** : ** * * *A ,4 * saw 00 16 TRANSMIT Number: 96004184 Amount: 169.09 05/22/96 14:38 Pavment Method: CHECK Notation: POY O. CALI Tnit: Sl._[3 Permit No1-1196 -0147 Type: I3-RACKS R(.CI( STORAGE PERMIT This Payment 169.09 Atk*• l:*** 'Ek* * * *Ak,\•AA** * *k;kA**A *A* *k* A' * *AA,4 *i k** * **.Ak *A * *A.k.* 4 *A * ** Account Code 000/322.100 000 000/386.904 Total Fees: Total ALL Pmts: Balance: Description BUILDING -. NCJNRES PLAN CHI.CI( - NONRES STATE BUILDING SURCHARGE 169.09 16 .00 Amount 99.75 64.84 4.50 P. Project Name City of Tukwila Fire Department Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 1 1 - I c 5./ Address 7�0o As w. Retain current inspection schedule Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature r1 / z Permit No. a�I 6' U / - 1 / FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # - 7A / k ) Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) .57$ 4439 Project: //�� TEND l'1 u 1 S Type of inspection: I`t 1-1 AL. Date called: Address: 3v‘N A Special instructions: 2 P C.- I 2>a Date wanted: 7(5, (9 ` p Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 1 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. CO MENTS: Receipt No.: Date: r 6I 4 a t47 PERMIT NO. 206 43 1 -3670 Corrections required prior to approval. Inspector: Date:' l ! t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of inspection: p ■ NI- L PvP L,,,,(; S)60 S - 2 A R.E 0 alt Si i N SK.,. ",e-a. . Special instructions: its v. L p a f— (c 1..C.Arzo Ng S('c1 r 0k+ -z. ?2 Ntrvf EA( WO F€ ,L -, ' 4G, lt.c7'► L am t - g f`cc ro-A VV. 1T •'. S tJ CI..V4S V ' C44t.4 Ate) (--( / 8 3 rte: vn 1 lJ .0-t ICI ti f S'R -- --1 iJ . 4L} &I S LA-1 •-31 •r• -, j) 6' c(xli IL. li p S ti-E 14 ,11--e S? "c t ri \. pA /Jai t /S e0 , r"--t. WE SI/'(� $ f -1,4)i.A..., LE -) ' 4 R, Project: GztOG -1 s Type of inspection: p Address: , Date called: Date wanted: i f r G t∎J�v adz p.m. Special instructions: Requester: (((((( Phone No.: C-I1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. LLCorrections required prior to approval. Inspector: Date: f ft 14'6 $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: GOOD GUYS TUKWILA Page 6 MAYES bikk -041 6-25-96 TESTING ENGINEERS, INC. INSPECTION REPORTS PROJECT # 09696 Contractor completed inspection and repairs to expansion bolts tieing warehouse shelving to slab-on-grade in an owner occupied warehouse. Expansion bolts were inspected to following standard. If a shelving unit was inspected and found to have a snug tight expansion bolt in each corner, it was judged adequate and no repair were made. If one or more bolts were missing, or not snug they were tightened, if possible, or replaced. In some cases the plates through which the expansion bolts were placed had not been attached to the shelving units. In these cases a Simpson stong-tie A-23 NER-421 was attached to each side of a corner with a self-taping sheet metal screw and a 3/8" expansion bolt was placed in each clip. All expansion bolts were 1/4" dia. All bolts placed today had a verified embedment of 1-1/8". Non-conforming items of reports of 647-96 and 6-14-96 were corrected. All shelves were visually inspected and problems corrected. All items inspected are in accordance with approved plans and specifications. INSPECTOR: Trip Edgerton JUL 0 B 1996 CCN,, OFVFL.OPIV1Iii\ir 917 - 134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 GOOD GUYS TUKWILA Page 4 6 -14 -96 MAYES TESTING ENGINEERS, INC. PERMIT N - 22 ) INSPECTION REPORTS PROJECT NO. 09696 Contractor's intent was to evaluate and repair inadequate expansion bolts tying warehouse shelving to a slab -on- grade. This warehouse is occupied by owner and shelving is loaded with stock. There were no drawings or written specifications on site with which to judge the adequacy of the bolting. According to the laborer who was to have done the work, several lengths of 3/8" diameter bolts were used when the shelving was originally bolts, so determining the embedment was not possible. Several she v is were visually examined and some obvious repairs made. See attached drawing for findings. Bolts were found bend over, not tightened or missing. Several shelving units appeared to be properly bolted, with very little bolt projecting above an obviously tight nut. Also found were shelving units erected subsequent to the contractors work (according to the laborer) these were not bolted at all. INSPECTOR: Trip Edgerton RFC 'Y. JUN 2 5 1996 C0 \I?Ni1JN!'i Y DEVEi..OPf'J1E.iT f 917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737 City of Tukwila Fire Department Review Control #B96 -0147 (512) Dear Sir: Fire Department Thomas P. Keefe, Fire Chief May 28, 1996 Re: The Good Guys - 300 Andover Park West, Suite #600 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 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. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 2 To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may he as low as 6 feet. (UFC article 2, sec. 209 -H) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 4. 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, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 Page number 3 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS ILO STEEL SHELVING MGVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS • ■ SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEISMIC ANALYSIS OF SHEVING FOR THE GOOD GUYS 300 ANDOVER PARKWEST #500 TUKWILA, WA JOB #96 -0335 Q \ RECEIVED WAY i 6 1996 ARIZONA NEW MEXICO CALIFORNIA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MISSOURI WASHINGTON NEVADA ALASKA FILE GSl-i Mc. RECEIVED (,x;:i ec rc , & Pic.nninPrlTY OF TUKWILA MAY 2 2 1996 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX:(909)869 -0981 SEIZMIC -+ NC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 THEM SOD GUYS PROJECT FOR SI LI CON VALLEY SHELVING SHEET NO 2 OF - 19 CALCULATED BY GARY DATE 5- 02-1996 TABLE OF CONTENTS DESCRIPTION PAGE NO. COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 3 PARAMETERS 3 GENERAL SPECIFICATIONS 3 CONFIGURATIONS 4 TO 5 SEISMIC LOADS OF TYPE A SHELVING 6 TO 7 SEISMIC LOADS OF TYPE B SHELVING 8 TO 9 SEISMIC LOADS OF TYPE C SHELVING 10 TO 11 SEISMIC LOADS OF TYPE D SHELVING 12 TO 13 COLUMN ANALYSIS 14 TO 15 BEAM ANALYSIS 16 CONNECTION ANALYSIS 16 OVERTURNING ANALYSIS 17 TO 18 SLAB AND SOIL ANALYSIS 19 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SCOPE: PROVIDE SEISMIC ANALYSIS OF BOLTLESS SHELVING AND VERIFY ITS COMPLIANCE WITH THE REGULATIONS SET FORTH BY THE 1994 UNIFORM BUILDING CODE. PARAMETERS: SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING FORMULA PROVIDED BY SECTION 1630 OF THE 1994 UNIFORM BUILDING CODE: GENERAL SPECIFICATIONS: NOTE: Fp = ZI('Cp)Wp EQ (30 - 1) = VALUE OF Cp FOR ELEMENTS, COMPONENTS, AND EQUIPMENT LATERALLY SELF - SUPPORTED AT OR BELOW GROUND LEVEL MAY BE TWO THIRDS OF THE VALUE SET FORTH IN TABLE 16 -0. - STEEL Fy = 33,000 PSI - BOLTS A307 (WHEN USED) - ANCHORS HILTI KWIKBOLT II (ICBO# 4627) OR EQUAL APPROVED - SHELVES PARTICLE BOARD - SLAB 5" x 2,000 PSI - SOIL 1,000 PSF - RIVETS Fy = 50,000 PSI STABILITY OF THE SHELVING UNITS IS TOTALLY DEPENDENT ON ITS MOMENT RESISTING FRAME ACTION. NO BRACING OR BOLTING IS UTILIZED UNLESS EXCESSIVE HEIGHT TO WIDTH RATIO DICTATES. ANALYSIS IS BASED ON THE MOST CRITICAL CONFIGURATION. PROJECT THE UOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO. CALCULATED BY 3 OF 19_ GARY DATE , 5- 02 -1996 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT THE LAM GUYS FOR SI LI CON VALLEY SHELVING SHEET NO. 4 OF 19 CALCULATED BY GARY DATE 5- 02-1996 COFIGURATIONS: 120" 120" 48 " & 96 „ 19.5" TYP. 3" TYPE 'A' SHELVING TYPE 'B' SHELVING 7 °-36 " - 7 1e 30" 4 30" 4 28 5" --- 28 5' 3" SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT THE LAM GUYS FOR SI LI CON VALLEY SHELVING SHEET NO. 4 OF 19 CALCULATED BY GARY DATE 5- 02-1996 COFIGURATIONS: 120" 120" 48 " & 96 „ 19.5" TYP. 3" TYPE 'A' SHELVING TYPE 'B' SHELVING 7 °-36 " - 7 1e SEiZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COFIGURATIONS (CONT.): 120" 120" 96 n 60 n 3" TYPE 'C' SHELVING PROJECT THE' GUYS FOR S I L I CON VALLEY S HELV I NG SHEET NO. 5 OF 19 CALCULATED BY GARY DATE 5- 02 -1996 2 30 „ 57" 3 " TYPE 'D' SHELVING 7 36 " — 1 4 36" 11 I F = = =9 I I L_ _J iw L-vnv 300 LB 300 LB_ 19.5" Tt —S 3" 300 LB 300 LB 300 LB ON GROUND 96 " MATERIAL HANDLING ENGINEERING GARY 5-02-1996 TEL: (909) 869 -0969 • FAX: (909) 869-0981 CALCULATED BY DATE 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS AND DISTRIBUTION: (TYPE A) ANALYZED PER '94 UBC SEC. 1630 AND TABLE 16 -0. Fp= Zl('Cp)Wp Ea (30 - 1) Z = 0.4 I = 1.0 'Cp = 0.75 2/3 OF THE VALUE IS CONSIDERED FOR GROUND FLOOR INSTALLATIONS Wp = LIVE LOAD + DEAD LOAD LIVE LOAD = 300 LB/LEVEL DEAD LOAD = 10 LB/LEVEL Fp = 0.4 ' 1.0 ' 0.75 ' (2/3) ' (310 LB/LEVEL) = 62 LB/LEVEL V = Fp' NO. OF LEVELS = 62 LB/LEVEL ' 5 LEVELS = 310 LB Vcol = V/2 = 155 LB Pcol(stat) = (Wp NO. OF LEVELS) /2 = 775 LB Pcoi(sels) = Mot/d = 529.6 LB SEIZMIC INC. Pcoi(max) = 775 LB + 529.6 LB = 1,304.6 LB 120" PROJECT_ THE LOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 6 OF 19 P. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT THE L..)0 GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 7 CALCULATED BY GARY OF 19 - DATE 5- 02-1996 LONGITUDINAL ANALYSIS: (TYPE A) LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. PcoI(max) = 1,304.6 LB F1 = 31 LB Vcol = 155 LB F2 = 31 LB Mbase = 0 IN -LB (ASSUME PINNED BASE) M1 -1 = Vcol' (h12) = 1,511.25 IN -LB < === GOVERNS M2 -2 = (Vcoi - F1) ' (h2/2) =1,209 IN -LB M3 -3 = (VcoI - F1 - F2) ' (h3/2) = 906.75 IN -LB M4•4 = (Vcol - F1 - F2 - F3) ' (h4/2) = 604.5 IN -LB CONNECTION MOMENT AT FIRST EVEL: Mconn(1 -1) = (M1 -1 + M2 -2)/2 = 1,360.1 IN -LB < = == GOVERNS CONNECTION MOMENT AT SECOND LEVEL: Mconn(2 -2) = (M2 -2 + M3 -3)/2 = 1,057.9 IN -LB CONNECTION MOMENT AT THIRD LEVEL: Mconn(3 -3) = (M3 -3 + M4 -4)/2 = 755.6 IN -LB Double Rivet Beams Only h1 = 19.5 IN h2 = 19.5 IN h3 = 19.5 IN h4 =19.5 IN LIVE LOAD = 300 LB/LEVEL DEAD LOAD = 10 LB/LEVEL = 62 LB/LEVEL SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 669-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 Fp = 0.4 * 1.0 ` 0.75 ' (2/3) ` (310 LB/LEVEL) V = Fp ' NO. OF LEVELS = 62 LB/LEVEL ' 3 LEVELS = 186 LB Vcol = V/2 = 93 LB Pcol(stat) = (Wp' NO. OF LEVELS) /2 = 465 LB PcoI(sels) = Mot/d = 312.6 LB Pcol(max) = 465 LB + 312.6 LB = 777.6 LB • LOADS AND DISTRIBUTION: (TYPE B) ANALYZED PER '94 UBC SEC. 1630 AND TABLE 16 -0. Fp= ZI('Cp)Wp ED (30 -1) PROJECT THE 10D GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 8 - OF 19 CALCULATED BY GARY DATE 5- 02 -1 996 Z = 0.4 I= 1.0 'Cp = 0.75 2/3 OF THE VALUE IS CONSIDERED FOR GROUND FLOOR INSTALLATIONS Wp = LIVE LOAD + DEAD LOAD 120" NO LOAD 30" LB $. 300 30" 300 LB -4- 285" LB --+ 300 28.5' ON GROUND 7/ 96" 3" LIVE LOAD = 300 LB/LEVEL DEAD LOAD = 10 LB/LEVEL = 62 LB/LEVEL SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 669-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 Fp = 0.4 * 1.0 ` 0.75 ' (2/3) ` (310 LB/LEVEL) V = Fp ' NO. OF LEVELS = 62 LB/LEVEL ' 3 LEVELS = 186 LB Vcol = V/2 = 93 LB Pcol(stat) = (Wp' NO. OF LEVELS) /2 = 465 LB PcoI(sels) = Mot/d = 312.6 LB Pcol(max) = 465 LB + 312.6 LB = 777.6 LB • LOADS AND DISTRIBUTION: (TYPE B) ANALYZED PER '94 UBC SEC. 1630 AND TABLE 16 -0. Fp= ZI('Cp)Wp ED (30 -1) PROJECT THE 10D GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 8 - OF 19 CALCULATED BY GARY DATE 5- 02 -1 996 Z = 0.4 I= 1.0 'Cp = 0.75 2/3 OF THE VALUE IS CONSIDERED FOR GROUND FLOOR INSTALLATIONS Wp = LIVE LOAD + DEAD LOAD 120" NO LOAD SEIZMIC SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LONGITUDINAL ANALYSIS: (TYPE B) LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. Pcoi(max) = 777.6 LB F1 = 31 LB Vcol = 93 LB F2 = 31 LB Mbase = 0 IN -LB (ASSUME PINNED BASE) M1 -1 = Vcol (h1/2) = 1,325.25 IN -LB M2 -2 = (Vcol - F1)' (h2/2) = 883.5 IN -LB M3 -3 = (Vcol - F1 - F2) ' (h3/2) = 4651N -LB < = == GOVERNS CONNECTION MOMENT AT FIRST LEVEL: Mconn(1 -1) = (M1 -1 + M2 -2)/2 = 1,104.4 IN -LB < = == GOVERNS CONNECTION MOMENT AT SECOND LEVEL: Mconn(2 -2) = (M2 -2 + M3 -3)/2 = 674.3 1N-LB PROJECT THE L D GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 9 OF 19 CALCULATED BY GARY DATE 5" 02-1996 Double Rivet Beams Only h1 = 28.5 IN h2 =28.5 IN h3 = 30 IN h4 =30 IN NO LOAD _ 20 300 LB 3 0" 300 LB 60" ON GROUND 3" MATERIAL HANDLING ENGINEERING TEL: (909) 869-0969 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS AND DISTRIBUTION: (TYPE C) ANALYZED PER '94 UBC SEC. 1630 AND TABLE 16 -0. Fp = ZI('Cp)Wp EQ (30 -1) Z = 0.4 I= 1.0 'Cp = 0.75 Wp = LIVE LOAD + DEAD LOAD LIVE LOAD = 300 LB/LEVEL DEAD LOAD = 10 LB/LEVEL Fp = 0.4' 1.0 ' 0.75 * (2/3) ' (310 LB/LEVEL) = 62 LB/LEVEL V = Fp' NO. OF LEVELS = 62 LB/LEVEL 2 LEVELS = 124 LB Vcol = V/2 = 62 LB Pcol(stat) = (Wp' NO. OF LEVELS) /2 = 310 LB Pcol(sels) = Mot/d = 268.7 LB INC. Pcoi(max) = 310 LB + 268.7 LB = 578.7 LB PROJECT FOR SHEET NO 1 O OF 19 CALCULATED BY GARY DATE 5- 02 -1996 2/3 OF THE VALUE IS CONSIDERED FOR GROUND FLOOR INSTALLATIONS 120" THE LJOD GUYS SI LI CON VALLEY SHELVING INC. • MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LONGITUDINAL ANALYSIS: (TYPE C) LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. Pcol(max) = 578.7 LB F1 = 31 LB Vcoi = 62 LB • F2 =31 LB Mbase = 0 IN -LB (ASSUME PINNED BASE) M1 -1 = Vcol (h1/2) = 1,860 IN -LB <== GOVERNS M2 -2 = (Vcol - F1) ' (h2/2) = 465 IN -LB CONNECTION MOMENT AT FIRST LEVEL: Mconn(1 -1) = (M1 -1 + M2 -2)12 = 1,162.5 IN -LB <=== GOVERNS CONNECTION MOMENT ALSECOND LEVEL: Mconn(2 -2) = (M2 -2 + M3 -3)/2 = 232.5 IN -LB PROJECT THE LOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 1 1 OF . 19 CALCULATED BY GARY DATE 5- 02-1996 Double Rivet Beams Only h1 =60 IN h2 =30 IN h3 =20 IN MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS AND DISTRIBUTION: (TYPE D) ANALYZED PER '94 UBC SEC. 1630 AND TABLE 16 -0. Fp= ZI('Cp)Wp EO (30 -1) • Z = 0.4 I = 1.0 'Cp = 0.75 2/3 OF THE VALUE IS CONSIDERED FOR GROUND FLOOR INSTALLATIONS Wp = LIVE LOAD + DEAD LOAD LIVE LOAD = 300 LB/LEVEL DEAD LOAD = 10 LB/LEVEL FP = 0.4' 1.0 ' 0.75 ' (2/3) ' (310 LB/LEVEL) = 62 LB/LEVEL SEIZMIC INC. V = Fp ' NO. OF LEVELS = 62 LB /LEVEL ' 2 LEVELS = 124 LB Vcol = V/2 = 62 LB Pcol(stat) = (Wp' NO. OF LEVELS) /2 = 310 LB Pcol(sels) = Mot/d = 258.3 LB Pcol(max) = 310 LB + 258.3 LB = 568.3 LB PROJECT THE LOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 12 OF 19 CALCULATED BY GARY DATE 5- 02 -1996 120" NO LOAD _1_ 22" 300 LB �L 30 ,E 300 LB 5r , ON GROUND e 96, 3 doe MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS AND DISTRIBUTION: (TYPE D) ANALYZED PER '94 UBC SEC. 1630 AND TABLE 16 -0. Fp= ZI('Cp)Wp EO (30 -1) • Z = 0.4 I = 1.0 'Cp = 0.75 2/3 OF THE VALUE IS CONSIDERED FOR GROUND FLOOR INSTALLATIONS Wp = LIVE LOAD + DEAD LOAD LIVE LOAD = 300 LB/LEVEL DEAD LOAD = 10 LB/LEVEL FP = 0.4' 1.0 ' 0.75 ' (2/3) ' (310 LB/LEVEL) = 62 LB/LEVEL SEIZMIC INC. V = Fp ' NO. OF LEVELS = 62 LB /LEVEL ' 2 LEVELS = 124 LB Vcol = V/2 = 62 LB Pcol(stat) = (Wp' NO. OF LEVELS) /2 = 310 LB Pcol(sels) = Mot/d = 258.3 LB Pcol(max) = 310 LB + 258.3 LB = 568.3 LB PROJECT THE LOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 12 OF 19 CALCULATED BY GARY DATE 5- 02 -1996 120" Vcoi = 62 LB PROJE THE LAD GUYS mimic FOR SI LI CON VALLEY SHELVING INC. 0 . 0 0011 1 MATERIAL HANDLING ENGINEERING SHEET NO. 13 OF 9 TEL: (909) 869-0989 • FAX: (909) 869-0981 CALCULATED BY GARY DATE 5- 02- 1996 161 ATLANTIC AVENUE • POMONA • CA 91768 LONGITUDINAL ANALYSIS: (TYPE D) LONGITUDINAL STABILITY IS DEPENDENT ON BEAM TO COLUMN MOMENT CAPACITY. Pcol(max) = 568.3 LB F1 = 31 LB Mbase = 0 IN -LB (ASSUME PINNED BASE) M2 -2 = (Vcol - F1) ' (h2/2) = 465 IN -LB F2 = 31 LB M1 -1 = Vcoi (h1/2) = 1,767 IN -LB < === GOVERNS CONNECTION MOMENT AT FIRST LEVEL: Mconn(1 -1) = (M1 -1 + M2 -2)/2 = 1,116 IN -LB <=== GOVERNS CONNECTION MOMENT AT SECOND LEVEL: Mconn(2 -2) = (M2 -2 + M3 -3)/2 = 232.5 IN -LB Double Rivet Beams Only h1 = 57 IN h2 = 30 IN h3 = 22 IN MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 ■ 3EIZMIC 1 4, 400 4 0000 011c. COLUMN ANALYSIS: (TYPE A) Pcoi(max) = 1,304.60 LB Mmax = 1,511.25 IN -LB (KVr)x = (1.0' 19.5 IN)10.7738 IN = 25.20 (KVr)x = (1.0 ' 19.5 IN)/0.5934 IN = 32.86 < = == GOVERNS CC = (2n^2E/Fy)^0.5 = 131.71 > (KI/r) Fa = 0.522Fy - [(KVr)Fy /1494] ^2 = 16,699.2 PSI fa = Pcol /AREA = 2,375.9 PSI fa/Fa = 0.14 fb = Mmax/Smin = 10,771.6 PSI Fb = 0.6' Fy = 19,800.0 PSI fb/Fb = 0.55 COMBINED STRESS: < 0.15 fa/Fa + fb/Fb = 0.14 + 0.55 = 0.69 < 1.33 OK PROJECT THE ( GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 14 OF 19 CALCULATED BY GARY DATE 5- 02' 1996 AREA = .549 INA2 Ix = .329 INN Sx = .175 IN ^3 rx = .774 IN ly = .193 INN Sy = .140 IN ^3 ry= .593 IN Ix = 19.5 IN Iy= 19.5 IN ly 4` . SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYSIS (CONT.): (TYPE C) Pcol(max) = 578.70 LB Mmax = 1,860.00 IN -LB (KUr)x = (1.0 ' 60 IN)/0.7738 IN = 77.54 (KUr)x = (1.0' 60 1N)/0.5934 IN = 101.11 < = == GOVERNS Cc = (2r02E/Fy)^0.5 = 131.71 > (KI /r) Fa = 0.522Fy - [(KVr)Fy /1494] ^2 = 12,238.1 PSI fa = Pcol /AREA = 1,053.9 PSI fa/Fa = 0.09 fb = Mmax/Smin = 13,257.3 PSI Fb = 0.6 ' Fy = 19,800.0 PSI fb/Fb = 0.67 COMBINED STRESS: < 0.15 fa/Fa + fb/Fb = 0.09 + 0.67 = 0.76 < 1.33 OK PROJECT THE &uOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 1 OF 19 CALCULATED BY GARY DATE 5- U2- 1996 AREA = .549 IN ^2 Ix = .329 IN ^4 Sx = .175 IN 4 3 rx = .774 IN Iy = .193 IN ^4 Sy = .140 IN ^3 ry= .593 IN Ix= 60.0IN ly = 60.0 IN ly SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 f PROJECT THE Loo GUYS FOR SI LI CON VALLEY SHELVI NG SHEET NO 16 OF 19 CALCULATED BY GARY DATE . 5- 02-1996 BEAM ANALYSIS: CONNECTION PROVIDE SOME FIXITY. HOWEVER, BEAM WILL BE ASSUMED PINNED FOR ANALYSIS. LOAD /SHELF = LIVE LOAD = 300 LB LOAD/BEAM =.w = W /2L = 1.5625 LB/IN • Mmax = wL ^2/8 = [1.5625 LB/IN * (96 IN )^2)/8 = 1,800 IN -LB = 13,846.2 PSI Fb = 0.6 ' Fy = 19,800 PSI fb/Fb = 0.70 < 1.00 OK CONNECTION ANALYSIS: (TYPE A) Mconn(max) = 1,360.1 IN -LB (SEE PAGE 7) SHEAR CAPACITY OF RIVET: AREA = (n/4) ' (DIA.) ^2 = 0.0491 INA2 Pmax = 0.4' Fy' AREA = 0.4' 50000 PSI ' 0.0491 INA2 981 IN -LB = 1,958.6 PSI 2- 11/16" lb = Mmax/S LENGTH (L) = 96.0 IN 1- 3/32" r _ ___ t= 14 GA. S = .130 INA3 1/4 "0 RIVETS Mmax = Pmax' d ' 1.33 d = 1-1/2" CENTER TO CENTER SPACING { SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 OVERTURNING ANALYSIS: LEVEL • "1 2 3 4 5 • Vtotal = 310.00 LB DEPTH (d) = 36.0 IN WI (LB) hI(LB) Fl (LB) Mot (IN -LB) Mst(IN -LB) 310 22.5 62.00 1,395.00 4,743.00 310 42.0 62.00 2,604.00 4,743.00 310 61.5 62.00 3,813.00 4,743.00 310 81.0 62.00 5,022.00 4,743.00 310 100.5 62.00 6,231.00 4,743.00 = 310.00 19,065.00 23,715.00 Mot = 19,065.00 IN -LB Mst = 23,715.00 IN -LB Puplift = (Mot - Mst) /d COMBINED STRESS: = (19065 IN -LB - 23715 IN- LB)/36 IN (TYPE A) = - 129.17 LB NEGATIVE; THEREFORE NO UPLIFTS USE (1) 1/4 "0 x 1 1/8" MIN. EMBED. ANCHOR PER SINGLE FOOTPLATE. USE (2) 1/4 "0 x 1 1/8" MIN. EMBED. ANCHORS PER DOUBLE FOOTPLATE. ANCHOR CAPACITY: PULLOUT CAPACITY = 125 LB /ANCHOR SHEAR CAPACITY = 400 LB /ANCHOR ft/Ft + fv/Fv = 0/250 + 1551800 = 0.19 < 1.00 OK PROJECT THE LOO GUYS FOR SI LI CON VALLEY SHELVI NG SHEET NO 17 OF 19 CALCULATED BY GARY DATE 5- 02- 1996 l._ SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT THE 6Q0L) GUYS FOR SI LI CON VALLEY SHELVI NG SHEET NO 18 OF 19 CALCULATED BY GARY DATE 5- 02' 1996 OVERTURNING ANALYSIS (CONT.): Vtotal = 124.00 LB DEPTH (d) = 36.0 IN LEVEL wI (LB) hi(LB) Fl (LB) Mot (IN -LB) Mst(IN -LB) 1 310 63.0 62.00 3,906.00 4,743.00 2 310 93.0 62.00 5,766.00 4,743.00 3 0 0.0 .00 .00 .00 4 0 0.0 .00 .00 .00 5 0 0.0 .00 .00 .00 = 124.00 9,672.00 9,486.00 Mot = 9,672.00 IN -LB Mst = 9,486.00 IN -LB Pup lift = (Mot - Mst) /d = 5.17 LB USE (1) 1/4 "0 x 1 1/8" MIN. EMBED. ANCHOR PER SINGLE FOOTPLATE. USE (2) 1/4"0 x 1 1/8" MIN. EMBED. ANCHORS PER DOUBLE FOOTPLATE. ANCHOR CAPACITY: PULLOUT CAPACITY = 125 LB /ANCHOR SHEAR CAPACITY = 400 LB /ANCHOR COMBINED STRESS: = (9672 IN - LB - 9486 IN LB)/36 IN (TYPE C) ft/Ft + fv/Fv = 5.17/250 + 62/800 = 0.10 < 1.00 OK • SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT THE (3uOD GUYS FOR SI LI CON VALLEY SHELVING SHEET NO 19 OF 19 CALCULATED BY GARY DATE 5- 02-1996 SLAB AND SOIL ANALYSIS: (TYPE A) THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. Pcol = 1,304.6 LB (A) PUNCTURE Pmax = 1.4' Pcol + 1.7 ' Mot/d = 2,726.7 LB Fpunct = 2 ' (fc) ^0.5 =89.4 PSI Apunct = [(w + t/2) + (d + t/2)] * 2 ' t = 127.5 INA2 fv/Fv = Pmax/(Apunct ' Fpunct) = 0.24 (B) SLAB TENSION Asoil = Pmax/(1.33 ' fsoil) = 2.1 FTA2 295.2 INA2 L = (Asoil)^0.5 = 17.2 IN B = [(w ' d )^0.5] + t = 8.61N 1= (L - B)/2 = 4.3 IN Mconc = wI ^2/2 = (1.33 ' fsoil ' I ^2)/(144 ' 2) = 84.6 IN -LB Sconc = 1 ' t ^2/6 = 4.2 IN Fconc = 50 ' (f'c) ^0.5 = 201.2 PSI fb/Fb = Mconc/(Sconc' Fconc) = 0.10 BASE PLATE: CONCRETE: w= 5.3 IN d =2.5IN t= 5.O IN f'c = 2,000 PSI SOIL: fsoil = 1,000 PSF N m STATE OF WASHINGTON 1• r e' , , i. •'3 , ` -.:sue .-. Ai .\ � v If f A u ' y ��2 tr. r fy ' � ' 7 X � � � •M .o • • L_ DEMO 10 0PA CEflTIRCATEJ I the good guys/ AUDIO / VIDEO SPECIALISTS 7000 MARINA BLVD, BRISBANE, CA 94005 PREPARED BY. STORE PLANNING REAL ESTATE DEPT, DATE: OCT. 10, 1995 SIECT 111W FIXTURE PLAN REVISIUA DC. , 1995 T 1SET M 19 1995 NOV. 28, 1995 C, 5 1995 DEC. JAN 29, 19% S MINIM DRAWN BY. APPROVED BY: D. ALONDO SCALE I/8' 1'-0' 0- 0- 0 — U96 -0147 General Notes V NCON' INTERACTIVE ALL SI5'6 STANDARDS AS SHOW EN INTERIOR ELEV. 'NOER 'HELP LIXUIY PER FIXTURE MANUAL 'Y COUNTERS fl2A1 AND PICKLRCOUNTERTOPS, SHELVES & CABINETS nFICLON CABINET d SHELF rA Vy MB CLOSET COUNTERTOPS, SIEVES d CABILEIS F Y c2111'LYVINO VALLS d SHELVES UGrdFR9 IN STOCXELH1 EXISTING ADJACENT TENANT THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL OF THE SUPPLIERS FIXTURE CONTRACTORS & INSTALLERS, AND MISC. TRADES THAT ARE NEEDED TI COMPLETE THE STORE. GENERA'_ CONTRACTOR SHALL VERIFY ALL FIXTURE LOCATIONS VITH the goad. guys! PRIOR TI POURING OR SAW- CUTTING THE CONCRETE SLAB. THE FIXTURE CONTRACTOR IS RESPONSIBLE FOR SUPPLING SHOWN ON THE ABOVE PLAN, EXCEPT AS LISTED BELOW. INSTALLING. ALL FIXTURES AND SLATWALL enerUI.Contractor to S and Install 1NR RING AND DVS ABO CAN CORERS d ALL FIXTURES AND SLATWALL ( GENERAL CONTRACTOR IS RESPONSIBLE FOR S10OOUOI SAECVINGO Supply, Gen. Contr. to Install REFRIDERATO2 LOCIERRTO4 LOCKERS (21 - 3 TIER LOCKERS) VENDING MACHRES ALL NALL MOUNTED SPEAKERS IN SPEAKER ROOMS BULLETIN BOARDS IN NANAGER CLOSET d LOC(ERRDOR IN -VALE SPEAKERS FOR FIXID)E 1729 CEILING SPENCERS B BIG SCREENS d LASER DISCS 141' -6' EXISTING ADJACENT TENANT FILE COPY 180' —O' CONS Stockroom Racking RL RAm!!tDNOTIERN3A0' VIDE, 8' -0' LONG, 5 IUD' HIGH A SIE S VITA 14' CLEAR NTVEEN CAM SOLE, EXCEPT FOR 12' CLERK WORSEN If TS '2 5 iN, REAC iTVE[X q tF. E ° X T RR 2T' CLEAR OiREEN TIE OTHM 2 C & - qLA � A p CUNPACTS A �SPEAKE P RS SYYSTE EARN EARN IAV,VD 1Y FD'T PYMAIA S1E N " 'am) SOLE, Sr CLEAR 1°, TIE / ,.._ 4 gE TVSS, s N ) �ilFAe ayr[N TK AAC �E r ROE THE KENO 9ELE. td CLEAR TX E ( Ho NW �� A pp 'l, 0� D �� 22' ULM F O IE. FO.R1H SIEI.F IU 9[4AC9EIf MUM Fixture Notes EACH FIXTURE TYPE HAS A NUMBER WHICH REFERS TO'A SPECIFIC, FIXTURE MANUAL FOR THIS STORE. FIXTURES ALONG VALLS ALSO HAVE A REQUIRED CLEAR DIMENSION SHOW O LTICATION OF TIE CAMPER DISPLAYS TO EE APPROVED BY STOP PLANING IN TIE FIELD PRIOR FB ROOMING IN ELECTRIC/A ER STRUCILR/L IRK ©FLUSH FLLIR ONSRAFLEX RECEPTACLE FAN VINE ENPANSIE1 -> _ © VCR VALE PREVIDE' 16 FLU BARS VEIN SHELF STANDARDS AT 24' NO LOCATIONS ARE NEW ROVE. C;ICEIPOLENT VALE PROVIDE Sllf STANDARDS AT 21' OE. UHA11INS NE SIEVN RECEIVERS. -'9 FLU BAYS' CD PLAYERS -.8 FILL BAYS CASSETTE - 8 FILL BAYS • 'M,I OA SATIA 0 B ¢R UWTR �C01,11 XKKTE DOOM tN NTI E CAAIMRCIQG.. © 2 FRILL LTV 11) A Eli 6 Off E 4 / HA C NT D / GALL SALES AREA STOCKROOM (70 RACKS =18,200; CUBIC FEET OF STORAGE) 1 OREICE / MISC. ORF NRV. MITER 62 L E Zm DEN Im 1461 Im S W H S tAOEgmA CAR STEREO INSTALL TOTAL , Ann NHSE TOTAL 17,543 SF 3,840 SF 2,487 SF 1,258 SF 25,120 SF 2,880 SF 28,000 SF TRUCTI ❑N DOCUMENTATION OCT. 18, 1995 S❑UTHCENTER, WA. FIXTURE PLAN ISSUED FOR: MAY 2 2 1996 CORNERS _MITERED 3j 32 AT:_45.° ./ ' i g 'r / Si USEFSSHOIIN_ QrLEHONT VIFW ^ , / a 3 7/ Q4 \ 0 11 211� © ® ©\ `�' „„..41 04 0 opp ' 11 ' r 0 I - < 11j2 & -2 4- ) -P- ® 2 111 16 ,l G P' 81 8 II -� 73 ® i ," DOUBLE RIVET BEAM g TIE PLATE ( 8 SUPPORT TIE GENERAL CONF GURATION TYP__E.A TYPE J3 TYP_E_C TYPED .f—.46 --- 080 .197 A j J.090 �' .22, , .310 _ 96 s 6 i_36 "if 72" & 96 36 , {�48" & 96" I 6 6 ,{� 96 I -74 3 4--- 90" 36 36 , , I I -,4- -,4- 2� 'I 3 ;,� I I \ J SHOULDER RIVET (Fy= 50,000 PSI) 1ss^ ,y�5" — _-' ',r- I , I II 4_ -_._.� 30„ .j �i I. i 2 2 ' � '� 2 ' 30" 1 1 /8" � '. I11't.'1'I 9.5" 1s.5" t_._. I I 30 30" Ill 1 /4' MIN.EMBDMNT 1 - 11, 1 REQ'D FOR SGL FOOTPLATE (2J REQ'D FOR DBL FOOTPLATE (1,�1 13.5" — 19.5• I ij .j I. i ._._ li I 120" 120" L 1I 120" 28.5 SIDE_VJE.W 120 "� , 19.5" 19.5" _j._� 1 ' L _-I 28.5 I_ I Ii 28.5" 9 � 19.5" ji L I 60" 60" 57" 57" . _ ._ ij I� , 3 ANCHOR 19.5" 19.5" s' ze 5" FRONI.V_IEW SIDEVIEW ERONI_V_IEW SIDEVIEW EBONTYIEW ERQNT__YEW 3 SIDEVIEW_ NOTES: j p4TU Q C\Z R0\I 1. STORAGE RACK DESIGNED PER SECTION DESIGNED A e OF THE 1994 U.B.C. I $ Q\ 1 2 STORAGE CAPACITY: 00 LOER ON TOP LEVEL ". - ..6C0k -- "�, 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS GQ \�J \SO DEPICTING THE DESIGN CAPACITY OF THE RACK \L \N USING A PERMANENT PLAQUE NOT LESS THAN 6U 50 SQUARE INCHES 4. ASTM A570 FOR SHAPE Fy = 33,000 PSI GRADE 33 5. ALL BOLTS A307 (UNLESS NOTED) 6. ANCHORS HILTI KW IK BOLT II OR APPROVED EQUAL ICBO #4627, L. A. R. R. #24946 7. PULL OUT CAPACITY IS THAT OF W ITHOUT INSPECTION SPECIAL INSPECTION IS NOT REQUIRED FOR ANCF fF E TUKWILA 8. CONCRETE 5" THICK x 2000 PSI 9. SOIL BEARING PRESSURE 1000 PSF MAY 2 2 1996 PERMIT CENTER SINGLE SINGLEPOWI8L 001191 E ROIN SINGLEEOW DOUBLE_ROMV DOUBLE_ROW / \ TYPICAL STEEL SHELVING ELEVATIONS -.L EASIENJO FI DDR_WL1 1/4" X 1A /8" WFDGE_ 2 1 /2" EASIEN T.O FLOOR WL2 I 1/9 "X 1 UB_WLEDGE 5 1/4 T ANCHORS OR FQl1Al / . \ I \\ t ... 1 1 1 $ �I j I 0.500 625" 875 ANCHORS OR EQUAL 4 NIIII 2 1/2 0 i _ �� 2 1 /2" 290" , �.� TOP VIEW u LI TOP VIEW u u 9 �� "r" ° of . g , �,�, - �. r / � i EXPIRES 4 -12 -98 I SEIZMIC MATERIAL. HANDLING INC ENGINEERING 161 Atlantic Street EST. 1985 Pomona, Ca :forma 91768 Tel. (909) 869 -0989 Fax (909) 889 -0981 112 KEY_SLOS.I?FIAIL FASSEN_TO UPRIGHI � I n I 1( I ��� 111 1 11/16" FASTEN TSZUPALGHT 3 5/8" W /4_12 _3 /8_'-_T_EK SCREWS_QA EQUAL RELIEEHOLEFOR DRFIBI_VET_ EAD ® r I 1 (� i WI /L12�3L8�EK SCREWS OR EQI IAI i i U i �"1 i BELIEF NOLEFQR DRBRLVELHEAD CALIFORNIA CONTRACTORS NO. 665374 SCALE NONE DRAWNBBY - ' I — - © - 1 11/16 PROVED ® � _ _ /V) O _O 05/03/96 BY SAL E. FATEEN 1 11 J16" DESCRIPTION LIGHT DUTY STORAGE FIXTURES (RAPID RACK TYPE) ERQNT VIEW X ,l' EBON_T.LIEW ADDRESS THE GOOD GUYS 300 ANDOVER PARKWEST #500TUKWILA, WA DRAWING NUMBER 96 - 0335 � 1 ANGLE POST (14 GA.) A FOOT PLATE SINGLE 14 GA. 28 FOOT PLATE DOUBLE 14 GA. 17�h_l111L7