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Permit B95-0344 - HOME EXPRESS - STORAGE RACKS
City of Tukwila C (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95 -0344 Status: ISSUED Type:, B- RACKS Issued: 10/18/1995 Category: Expires: 04/15/1996 Address: 17900 SOUTHCENTER PY Suite: Location: Parcel #: 352304 -9061 Zoning: C -2 CM Contractor License No.: FRONTFCO53N8 TENANT HOME EXPRESS 17900 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEATTLE WA 98101 CONTRACTOR FRONTIER FIXTURING /CONSTRUCT CO Phone: 619 726 -1516 4145 AVENIDA DE LA PLATA, OCEANSIDE, CA 920562820 CONTACT DAN WILLIAMS Phone: 208 322 -3528 9973 BARNSDALE DRIVE, BOISE, ID 83704 **• k** k************************** *,** *** **•***t* *** * : * .. ** *** **tic * * ** *•k******** **** Permit Description INSTALL STORAGE :,RACKS .` }r • Rack Storage' °' Dimensions - Linear Feet x Height . = :Totals 221 90 1,989 168 10.0 1,680 , 1.04 12.0 1,248 r 1 4 ; , 917 UBC Edition: 1994 , 1 w Valuat1iori 4. 12,000 00 4 :,' Total :Permit Fee. 313,4,6 * * * * * *k*i* * * * * * * ** * * ** * * * **** f t ******** * ` ********* * *k * * * * ** * * * * * * * * * * * * * * * * ** J//J /y // // •', f; 'U) IC) 7Z;) ...- , , 1 . Permit Ceuxer Authorized Signature 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, th i,s`:?permit does not presume to give ive!?' t to violate or cancel the`, provisions of any other' state or local laws regulating construction • "; he performance =of .work. .. I am authorized: to sign for and obtain this •uilding.,permit ?} „. Signature:_ s C.� --- Date: -10//Y 5 i Print Name: 1 - 7,4 11 4 C" ....... Title:__ 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. • • . . _ �RLA ,,. 1, CITY OF TUKWIL ,,Y • Al g Department of Community Development — Permit Center ` • : • ' . ..,' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 � ` 1 B . 'er (206) 431 -3670 ' Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER rp SITE ADDRESS SUITE NO. , E5g5 - 1 1 1 11goo .7>� .2Ythh r P ., 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. DEPARTMEN DATE IN :; REQUIR , EMENTS / COMMENTS APPReu s :� BUILDING - 4 CONSULTANT: Date Sent - Date Approved - • initial review (� a5 � ° R O TED 6 FIRE r irriMill FIRE PROTECTION: Sprinklers Detectors • N/A (0 11 if FIRE DEPT. LETTER DATED: /4'L i ,4 c*" INSPECTOR:,,Li S INIT :' O PLANNING ZONING: BAR/LAND USE CONDITIONS? I• MO No .s RE FILE NOS.: . INIT: MINIMUM SETBACKS: N- S- E- W- O PUBLIC UTILITY PERMITS REQUIRED? fl Yes (1 No ;fit PUBLIC WORKS LETTER DATED: ' WORKS INIT: ' O OTHER TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year) :. P BUILDING - �� final review `� A G OYes ' go No \9 L\ frd BUILDING o /4111/11 ' OFFICIAL t 1 . INIT: 79P REVIEW COMPLETED AMOUNT CONTACTED OWING: _`;.. DATE NOTIFIED / ,�( O - 1q -(16 • BY: nit.) y initb l i , 2nd NOTIFICATION 1/t `� BY: (init.) 0 3RD NOTIFICATION BY: (snit.) 01/08193 BUILDING PERMIT APPLICATION CITY OF TUKWIL4 "`-- Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 C DESCRIPTION AMOUNT RCPT • DATE � � %E3 BUILDING PERMIT FEE =» .40 liffinnummemi PLAN CHECK PLAN CHECK FEE •••:• •,' • : NUMBER 6 6- U BUILDING SURCHARGE APPLICATION MUST BE •THER. FILLED PUT COMPLETELY. TOTAL >.; g►�I SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ l '79o0 �� c - . 'iu) . �/z 3 _ PROJECT NAME/TE ASSESSOR ACCOUNT # Awe , 2g 5 35230 F06/ - 0-C TYPE OF U New Building U Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: 'Mack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: O F LNJ(A BUILDING USE (office, warehouse, etc.) 9esiVITL• NATURE OF BUSINESS: . ! PL �. - anDS r DJ, w �- ��,. , WILL THERE BE A CHANGE IN USE? Z? No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 4- 86 9 Area of Construction: 5 gz WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No PI! Yes IF YES, EXPLAIN: 'FIRE PROTECTION FEATURES: ' . t ,Sprinklers Automatic Fire Alarm System PROPERTY OWNER •i /‘1, 4 6 . A- i rsti.- 6A+i PHO g . 7 5 --b053 ADDRESS 56, g S 5o.4 'c .. S . S a�--ri - c4 k) A ZIP y8' /O� l CONTRACTOR 2 �T�2 r; 4 - ru,�. i ry _ . -/ / ADDRESS y �J /Q'�/4i),/ /J�l• �L A. P( A ^o'A•usiJ C $ 'd ZIP G WA. ST. CONTRACTOR'S LICENSE # EXP. DATE VaX . ,CPC 0 3 Ng • •z i 96 ARCHITECT i4 • .■0‘. .? A 41' PHONE y1 ADDRESS • S A-ry Cz44 -ret e i CA ZIP 9 ,/// I HEREBY .. CERTIF.Y::THAT HAVE READ AND : EXAMINED .THIS'APPLiCA'T.O.N:`AND KNQ W:<TNE::SAME O : BE TRUE •AND :CORRECT; AND AUTHORIZED T© APPLY; FOR ::THIS ;PERMIT. BUILDING OWNER SIGNATUR • l,0 DATE OR i 0 1/ j AUTHORIZED PRINT NAME / 5 PHONE AGENT ADDRESS • CITY/ZIP CONTACT PERSON ' PHQQNE 3 - i zg 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 I 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 Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES o- a ( A — 5 -c j1 • ° " v� 1. *•n 's : 1 Cr•i p ' .v is r : 18-. *4Ah Ak * *A* *A *A * * *•A* *****4**A*** A **A *kA *A *A * *:sk4AAkA **A *k,. *:1 GENERA 197.25 * CITY'•' "or TUKWILA, WA (,+ 1't t AN;ih1I7' GENERA 1c14 «71 * *'***h **** * ** **A **k *•A* A * *QA( *'A *Akc*k' h * *AkirAa4 *:t *A *�%** *** SO Number: 94003068 Amount: 9 5 5 5 T _ 313 TRANSMIT Number: 313.41, !.0 /Ot, /:1., la.�,�, CFIECK 313.46. Payment Method: CHECK Notation: FRONTIER FIXTUJU Init: SLR CHANGE 0.00 — _. »........." _.._........».,... ~ 1 .0T0._ 6898AO00 15 :55 Permit No; 09;•••0:344 » type: 0-RACKS RACK STORAGE I: Parcel No: 352304 -9061 Site Address: 17900 SOUTHCEN1ER PY Total Fee: 313.46 This Payment 313.46 Total ALL Prrits: 313.41 Balance; .00 A **AA*A* AAA *A* ** AA*** 4 AA•**0* A 'hA * *Adr11.lrA•*OVA * * * **4**Ah ** . *A*4. *A'AA* Account Code Description Amount ' 000/322.100 BUILDING - NONRES 187.25 000/345.t33O PLAN CHECK •- NO14RES 121 »71 000/386.904 S1 A1•E BUILDING SURCHARGE 4.50 • • INSPECTION RECORD 6q Retain a copy with permit 0 INSPECTOR NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 Project: ii TOFU NO hit RtPS"' NA (-- Address: Date Called: Special Instructions: Date Wanted: , 0/2 am. p.m. Requester: Phone No.: qs, Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ‘:4 : • , 4 nspector: e: • • ' • ED $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R - - INSPECTION RECORD ` - e` ?s Retain a copy with permit k CITY OF TUKWILA BUILDING DIVISION 0 , ,, i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 1 y or � � ',ws type of Inspection: r NA [.. Address: Date Called: /79dd S. C. f' Y lQ 2 Special Instructions: (late P c - `' Pin. /12; r.... , -)- - c k/it Ly , Ae9uester 42'1,1 r et , ,. , Phone No.: ; 1 / 2 .; ; 7 ` -- 1 i ❑ Approved per applicable codes. uk Corrections required prior to approval. COMMENTS:. -- SfolL w 1 Pr" .. N It:',r,,rS I (; 1�s `tL. A4)14 C! e-".. A l °7 A C W `; A 0 C. 0-+.6 c"Y' 1 tJ f LJ, - .rt -t AS - ( O �1— AT - •.2 I f zS ) 9 S . N1/477 �, t4 Pro) 6.10 i Pr2.61"`= t.J' flA 114q4 c OD (*M IA S A D 0 ■t() u- LAO R L.. t -v.'a vIIilk %.4 AAVr -,J A f044WG .., t4`; 1S. :JO v.) I L4- IJ C, TO A CCe'" o' i rL... =sea r ∎$1 t,A - Ft ( 1`tVe N.•JA U.,.. 1 ,,) IA.- G it-i1".\ 'T4 t •J I C t - 'ill.-- /A C K-S r p4 C tl . 'f ' 'f11TT A. R. c.Nr c - Fod.. 1 WA 1.45 e- A RI.A►JA - A,.N) RsSOC. r W NI 1 AVAtt. ..blc Ri ft-- W NStrt_1'41 , H'S O rA r t-- 4- C) NI .0 AA uJ t 0 Ci A-11 r m ia t-t es 114 to 1`N.-- k,,v+..t.,-L,S _ Sf t CA ...1 o. r (4 t.n,...- Rs t-- R_ACIL— S.,. PPbl ", r'W' Ctll r. 9-7 CCr,A,t -.1 cATID ) fdrt.._ {k ., .. .. f INSPECTION RECORD { i'' / Retain a copy with permit D3 ��j� J CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 , 'ro r : y peo ns.: « .n; auto E PR I KAI-- ress: 1 ■ CE iz D.,e .:.: 1 p_ 2.0 ....qG Sp nstruct ons: C \f 1: e "anted:) 0 _ 2 3 _ ci ,, P I p.m., t Requester No Ke _ ` � e .' f C � ' � : � ' )- : _ b — t 7 - 0 Approved per applicable codes.I Corrections required prior to approval. COMMENTS: • , dc:4Jrii _ r. �.r_ , , ale , II H ' ///� ♦ / !:d ./ / / r ✓ �� , 6 _ /'''7 (p...14,e7e-, .. . , 7 / / A1,4 -I /efr) Ste. f 4* / ',. ) (2..► -,-4, ,A `2,1-1 c72-, r Yef c.l - ,4G0-,_ 1.2d/--, 7 is .1 tect II 1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t tsZ Date . ;.,� 1 . J Rece4 � i i .=. ,t :ii. , ,,,,,`:)r_A .t..fit. .rs ,,,, ...:4,, dAz,„ �ih wd..°.iS.;;ar::....,.:f''.:.ti .:..,. KS? . .. ',A-41M 1 o ...-.. ^0.1, ; .. . ., . ---: .,. N" J . i S { . -..= ,q,. t:1ii> .''' "" .''-** 4-* • ''' '-' i ' . }7 : e r ,.- . ,... ' . -r t- . t.. - --, -.., -. ... 1,LA' `+ • .,��( � City of l uiLa John W Rants, Mayor erbTe 1o N • iy�• f � �� Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE. DEPARTMENT FINAL APPROVAL FORM Permit No. 'S C) 3 V Project Name f4t C). Address C . ()0 C C • p +/ Suite # Retain current inspection schedule Needs shift inspection ) Approved without correction notice Approved with correction notice issued Sprinklers: S Fire Alarm: J) Hood & Duct: Halon: Monitor: __ Pre -Fire: Permits: Z- --di--.— A /0 / 1 3A-F Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • .. . ti ( , . . — ( tt 4 CITY OF TUKWILA I Address: 17900 SOUTHCENTER FY Permit No: B95-0344 I Suite: Tenant: HOME EXPRESS ,:: ' Status: ISSUED Type: B-RACkS. . : , Applied: 10/05/1995 Parcel #: 352304-9061 : ' Issued: 10/18/1995 *********4k**** k** A.* ick•k'k******** k le*** klik k h VkA . ***1111*******Ot.VIcl i k 144**** 1 t 11 I A ** k* Permit Conditions: ;, . „...„........7„--•27-7.7-r---- ,.., 1 . No ch a ng e s will b e ma d etAi„ p r-o v e d b y the At-0h i t e 6 t or Eng i n,er- v i s i otl . I 2. All permi t s , i nsp...64)53 re c.pri anO approv'eloit.00;. shall be . . , available at t1.V6 si 0'11 tofie start of`b,pon- S t r U C t 1 0 11 , . 1 ta4 d i? 0 M , ; a t o:715'4 Ina i rk Ii4,,dti,,Ka i 1- . I al)] e until i ,rfa ,,t..ni,, approval i% g rtiinted .? 3. . All cons t :,gi,, 9„..; 'i o9 Ike 'tiotigoilP taicf'dlinenv visttht pp roit/ ,,OKN., . . plans at) 'eri': r 'eh t `s cf 'tile . 10 ,Irti form BUJ rd,ing i".pleti 9!...k.2(yk 1 , - Iditio 4 s aTepded. k''' '''' V Vfrit • 4 ' 4 , f., , 1: . _ 4. Va 1 idi */ of Pe rof1 t 0 The titt dr ,a permit 6vi, gti il:ry a 1 '‘ci plans t pe tkrili , c )1putat,ns shall not,,,, be i- 34 , ' a permit , or : r . '"'r ~ a,L„a \ " 1 ' - s t ru i o ..o ..pprova 1 of, any IV iolptilort : i of ali otot-,0 peov i s i ori s' of t i t bulli ng code or. of 9 an' , t otheptiorp inal)ce of the' t i o p %7 No permit pre tf,,pm 1114' 50 .t.' .. . 1 1 91 ve,deu t fib otti't y.,,' to v e,, or/11ce lt,:th i s i on s of tfilr it 4 codhal 1 be t.val,i,A. ' L 1 1 1 f, k•S 1 1 ,,,.4 kr Ontili, (51 1,;:!';'•-• , .„, „ , --- ,, ., i • v f , , ,,--- ,1, ,s '-'1 3/ ' ( . % : :, 4 ,i .,%' a.) 1 ‘ "..> ''''. ''''' '..1.,, 1 ''..,'' , .i " irl , .- ..-4 st- , : . : 3 "' `1; , , I.' i';',;".‘!".... '7 i 1 , r;:, :. ....,, 4, ,,, ,/, / i / , , .,' , \ .., ,,,. ,,,..,..,..„ , ,,.t„,%, . 1 , .'''', \ ' 'rt> ''' . ''.., (..„ ' 1 / .,'' , . ''''' '• N . -.. .0 ,7;''''''''t4 ‘; '''. '''ll \ I, xp "t -i'' -' ' / ,-- , . / - , , ' 4 ..!) l' it 6 0 ;, , 1 \ 4 '-• . ., r, '. \ '' ., --‘, /- - - '''''' ---- ' 'I t' , Y i ,: i , • ^ ,. ,,,,,'" :., ;, ' A,,, ,,...,,,..., ,, ,,, , c . ,,,,,, y- ---,,....„„..„ ) ,,, 744,,,, , ii I *"), ).... P. `,:..' '' ( \ , , , ,: , t / q [ :•.e. ,),; \ ') ikflii r ., 4P , / ji ''',..\#: \ , -., ., 1: "i4 ' i i.,, „,„ ,, ,,,„,,,., 4 , .). 4,„1. ef t 0, 90. d:-,‘,, ,., S /' i, „„, .° r!" 7'Ci i P 1 ■J '` iiV,9 /1440 , ., , 1 -^,1, 1 ; k : , t+ S* ..''', \ .9"6 4 . ,/syr . A 5, 4 ' 4 1 j " gi et,/ ti 4',.tf<' t 11 il i n 4' ...; , . . . , . . . , ',:t:):' 'Ora. '''' , :''''' '^` :,:%:",:1: - ^4... - : -•+.■,;r -, $:::4, , pi,......*;„:„ , :' .;., . , . . . . , . . „ . , . . • . . . . • ' , ,. , • .. , , ■ .. a . .. . , ' .., ' . , : • ' ' . , , . , . . . . , ' " ' t ' . ' ' ' . .. ' ' • • . , • • . • . . . . • „ . CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL X 8 " /SIM /Cee9 • .■••■MM/ 4f5 X /e9 " IMIONO 'MEIN X -1 _0 11 X •1•111•1=116•■••■•=1 X MOWN • X = • 1111•0111i • GRAND TOTAL .= 4• • . „ RECEIVED • CITY OF TUKWILA • • OCT '0 51995 PERMIT CENTER 96" ( MAX 28" 13-22" i — — r-- — � i- 5" r - r -, r FRONT EATER GONDOLAS SIDE ■ REQUIRE WALL SUPPORT (See Detail) GGER EXTENSIONS ARE OPTIONAL MAX 96" 1 MAX 48" 5" �'- Second spreader required for units > 120" tall only FRONT SIDE EATER GONDOLAS r-Th ;TANDING UNITS GGER EXTENSIONS ARE OPTIONAL WALL FURRING FOR SUPPORT OF 165" GONDOLAS SEE NOTE 3 a+stEs. gj - z ! -q 4, 1 GENERAL NOTES 48, 96" 48" 1. L Upright: Standard Beams: Regular (Heavy May Be Used) Maximum Loads: 500 Ibs per Level 1,500 Ibs per Bay FRONT LOZIER RACKS (Ref. L2-6) SIDE 1. This drawing shows typical unit material and geometry. See Home Express fixture plan for location within store. See Higgins Drawings LZ-6, ST-1 for deiails of the components used. 2. ARRANGEMENT A unit may have any number of arm levels if the loads per bay and the maximum spacings shown are not exceeded. 3. ATTACHMENT TO WALLS Anchor all 13' -9" units to adjacent walls using fasteners capable of developing: Seismic Zones 3-4 100 Ibs tension, 50 Ibs shear Seismic Zones 0-2 50 Ibs tension, 25 Ibs shear Selection of anchors and verification of wall capacity shall be performed by the structural engineer for the building. 4. FLOOR ANCHORAGE IN SEISMIC ZONES 0-2 13' -9" high units may be anchored using only one anchor per base. Free standing units may be anchored per note 4 of drawing ST -1. RECEIVED CITY OF TUKWILA CEIVED CrrY TU 5 1 f��t 995 AU 1995 OCT i� `3 J iJ PERMIT CENTER MIT C PETER, : HIGGINS j Ar1D fiSSOCIATES TRUGTURAL ENGINEERS OR ,ACiFIC iSA 000721 f AND DESIGN ARE CQPYRIGH7 i BY WRIT17EN PE;RMI ONLY NEC COPIES ONLY ALID FOR.- ING`PRMITAP N. DRAWING `-MUST BE CROSS THIS BLOCK. DATE 6 -29 -95 DRAWN CHECKED ePPROVED P. H. HOME EXPRESS LOZIER SHELVING STREATER GONDOLAS TYPICAL CONFIGURATIONS Maximum Loads: Gondolas 200 lbs per Arm 575 lbs per SidE Outrigger Extensions 150 lbs per shelf 150 lbs per bay Maximum Loads: Gondolas 200 Ibs per Arm 575 lbs per Side Outrigger Extensions 150 lbs per shelf 150 lbs per bay 1 l MAX 28" 13-22" — 5„ r - r — r r —, — FRONT STREATER GONDOLAS UNITS REQUIRE WALL SUPPORT (See Detail) OUTRIGGER EXTENSIONS ARE OPTIONAL MAX 96" 1 1. SIDE — 1 I MAX 48" V Nt'— Second spreader required for units > 120" tall only vov j FRONT STREATER GONDOLAS FREESTANDING UNITS OUTRIGGER EXTENSIONS ARE OPTIONAL SIDE WALL FURRING FOR SUPPORT OF 165" GONDOLAS SEE NOTE 3 PETER, . HIGGINS AND ASSOCIATES TRIjGTUSAL ENGINEERS F OR T iP,A�AIFIC CA9__ 18- 510072 V AND D GN ARE C BY WRn rEN PERMI$S �$E7T S16NED COPES OMCY MIT P 'BUILDMG`R€ LMUST BE S GENERAL NOTES Upright Standard Beams: Regular (Heavy May Be Used) Maximum Loads 500 lbs per Level 1,500 lbs per Bay FRONT LOZIER RACKS (Ref. LZ-6) S 1. This drawing shows typical unit material and geometry. See_41ome Express ft location within store. See Higgins Drawings LZ-6, ST-1 for deiaifs of the corn 2 ARRANGEMENT A unit may have any number of arm levels if the loads per bay and tha -maxu spacings shown are not exceeded. 3. ATTACHMENT TO WALLS Anchor all 13 -9" units to adiacent walls using fasteners capable of develops Seismic Zones 3-4 100 lbs tension, 50 lbs shear Seismic Zones 0-2 50 lbs tension, 25 lbs shear Selection of anchors and verification of wall capacity shall be performed by t engineer for the building. 4. FLOOR ANCHORAGE IN SEISMIC ZONES 0-2. 13' -9" high units may be anchored using only . one anchor per base. Free standing units may be anchored per note 4 of drawing ST-1. RECEIVED CITY OF TUKWILA OC T 0 5 995 PERMIT CENTER Cr Al DATE 6 -29-95 DRAWN CHECKED ff APPROVED P. H. HOME EXPRESS LOZIER SHELVING STREATER GONDOLAS TYPICAL CONFIGURATIONS CONN. 1.34 t=20 ga BRACE DIMENSIONS ;1NtT5: INCHES UNO Betels of the radc sex approved lob number) for dais, arrangement m over this drawing. 340 UNO S E70-MC (all welds signed at 50% SWISS IMO approved types. e.g. ;#2156,4627) JS type (ICBO RR#1372) p-R -Stud (ICBO RR #3219) sn 9c Bolt Diameter. e used if ICBO approved. i embedments shown on seem over the sires shown required unless noted on the pis° a .the Type H t Ix Sx Low Profile 2.00 0.63 0.043 0.103 1 0.092 Standard 3.25 1.00 0.061 0.545 0.310 Heavy Duty 4.75 1.00 1 0.068 1.547 1 0.602 T 1.00 0.69 miumil c' I co I -tr m • Not present on Low Profile Beam BEAMS DIMENSIONS AND PROPERTIES UNITS: INCHES UNO ken. 1/2" net throat per hook Hooks at 2' C-C 3 hook connection shown 2 hook connection used on standard and Low Profile beams. BEAM— COLUMN CONN. 12gaAlSI63176HSLAFy =80ksi TYPe As Sx rx ry Regular 1 0.35 1 022 1 0.75 1 0.59 T— tO 1.63 � m 0.072 COLUMNS i DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO E)1PIRES. JUL 2 4 1995 PETERS. HIGGINS STRUC' J EERS 1 NORTH CIRC DR % a D S9 COPTG$ WRIT TEGN 0N 0 A72 RE . SIGNED COPIES ONI.YASE VALID FSn G PEitWT.PPtite: ON. DRAWING ,I BE SIGNED Ac sS THIS BLOCK , y 1. FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION Mm. 3/8' Anchor (1 per per) STANDARD T =11 ga BASE PLATE PLATE MAY BE WELDED TO POST OR OPTIONAL REINFORCING PIECE SIDE RECEIVED CITY OF TUKWILA AUG 1 8 1995 PERMIT CENTER DATE 6 -29-95 DRAWN APPROVED P. H. LOZIER STORE FIXTURES WIDE SPAN SHELVING TYPICAL DETAILS J187 4 Drawing # LZ -6 CONN. GENERAL NOTES t=20 ga BRACE r 3 \ DIMENSIONS ` UNITS: INCHES UNO 1. This drawing shows standard details of the rack product tine only. See engineer approved installation drawings (same Job number) for components used, d t, details, arrangemen and site specific information. 2. The ration drawings govern over this drawing. 3. MATERIAL. Steel - ASTM A570 Grade 40 UNO Welding Electrodes -AWS E7040( (all welds single pass get welds designed at 50% stress levels) 4. Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwilk Bolt (ICBO RR #2156, 4627) RW Ranmset/Red Head JS type (ICBO RR#1372) Gunnebo Taper -Bolt Sup-R-Stud (ICBO RR #3219) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, saes, and embedments shown on the installation drawing govem over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the instatiation drawings, the allowable sod bearing value is 1.0 KSF. f Type H t Ix Sx • Low Profile 2.00 0.63 ! 0.043 0.103 1 0.092 Standard 3.25 1.00 I 0.061 0.545 0.310 Heavy Duty 4.75 1.00 I 0.068 1.547 I 0.602 1 B Not present on Low Profile Beam BEAMS DIMENSIONS AND PROPERTIES UNITS: INCHES UNO Min.112 net throat per hook Hooks at 2" C-C 3 hook connection shown 2 hook connection used on standard and Low Profile beams. BEAM - COLUMN CONN. 12 ga AISI 63176 HSLA Fy = 80 ksi Type As Sx rx ry Regular 1 0.35 1 0.22 1 0.75 1 0.59 1.63 i 1— COLUMNS ' 0.072 DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO EXPIRES. t' Zl -q[' JUL 2 4 I395 PETERS. HIGGINS / /,►N�ppASSOCIATE§ STRUCTURAL ENGINEERS l� /1225- VwfuH�cIFlC GLENDALE: CA 9 9-0072 �;OPY / D OEStGN AREAI�MI,SS�O 1f PYING 8T WRITTEN P N ONL _ WANED B�E RCyOP�IESONLOY/BE.DRA FOR SIGNED C/OION.ORACK. li1tJST BE oRarvtu THIS BLOCK 0 Av i 1 FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAMNGS FOR SITE SPECIFIC INFORMATION !An. 318' Anchor (1 per post) -1 STANDARD T=11 ga BASE PLATE PLATE MAY BE WELDED TO POST OR OPTIONAL REINFORCING PIECE Cr A P DATE 6 -29-95 GRAM APPROVE) LOZIER STORE FIXTURES WIDE SPAN SHELVING TYPICAL DETAILS and details of the y. Nein structural ete- ■ erous secondary and non e omitted for clarity. stallation drawings aponents used, special mansions, and site spe- s govern over this draw- 40 1110 rade 36 E70 -lot (alt welds designed at 50X stress be ICSO approved types. 0 RR 12156)) type (XC) RR 1 1452) RR 8 iniaum SX Bolt Diameter. y be used if ICSO es, sizes, and embed- Elation drawing govern this drawing. not required unless n drawings. able face wits need be y- in the s>.rner shown in scion of anchor hooks Single sided units front (using the of the shoe), and at he post (drill holes as nits shall be anchored e (using the existing n the installation draw- bearing value is 1.0 HEAVY DUTY ARMS (18 ga) STANDARD 1.5" POST (12 ga) 1 #8 SELF TAPPING SCREW @ MAX. 16" THROUGH PEG BOARD TO PERIMETER ELEMENTS. TYP EACH SIDE WITH BASE PANEL ANCHORAGE n (SEE NOTE 4) �' USE MIN 1/4" EXP. ANCHORS BASE ANCHORAGE (SEE NOTE 5) UNUNT• '14 t TYPICAL ELEVATIONS 0 ExPeEs-3-Zi-q t J1lL 245 1 MIN. 3/8" EXP. ANCH. TYP • • 1.5" BASE AND BRACKET (18 ga 50 KS)) RECEIVED CITY OF TUKWI A AUG 1 8 1995 PERMIT CENTER PET-ER/-0. HIGGINS / ;AND.lSSOCIATES / UMIRAL ENGINEERS 1225 -F ORTH MCIFIC AVENUE CA 9122 411■11 DEMON rat 14=16, MI TTE" me ONLY. O7SDM0 , „0N. DB *Ww*O DATE 7 -16-91 our" 'P H. STREATER INDUSTRIES GONDOLAS STANDARD DETAILS 1874 Drawing ST -1 HEAVY DUTY GENERAL NOTES. 1. This drawing shows standard details of the gondola product Line only. Main structural ele- ments only are shown. Numerous secondary and non structural components are omitted for clarity. See engineer approved installation drawings (same Job Number) for components used, special details, arrangement, dimensions, and site spe- cific information. 2. The installation drawings govern over this draw- ing. 3. MATERIAL Steel - ASTM A570 Grade•40 UNO Bases and anas Grade 36 Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50X stress levels) Expansion Anchors shall be ICB0 approved types. e4. Hilt' Kwik Bolt (ICBO RR #2156)) Phillips Red Need JS type (ICBO RR # 1452) Ramset TrsBolt CICBO RR #2391) Embedment shalt be minimum 5X Bolt Diameter. Other similar anchors may be used if IC80 approved. The anchor types, sizes, and embed - ments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 4. In seismic zones 0 -2, double face units need be fastened on one side only. 5. Bases shall be anchored in the manner shown in detail 5. Alternate direction of anchor hooks along each line as shown. Single sided units shalt be anchored at the front (using the existing hole at the end of the shoe), and at the rear, within 2" of the post (drill holes as required). Double face units shalt be anchored at the front of each face (using the existing hole in the shoe). 6. Unless noted otherwise on the installation draw- ings, the allowable soil bearing value is 1.0 KSF. 11 X 17 PRINTED ON NO. 100011 CLEARPRINT • ARMS (18 ga) STANDARD J Cr) ri 1.5" POST (12 ga) ` #8 SELF TAPPING SCREW @ MAX. 16" THROUGH PEG BOARD TO PERIMETER ELEMENTS. TYP EACH SIDE WITH BASE PANEL ANCHORAGE t (SEE NOTE 4) USE MIN 1/4" EXP. ANCHORS BASE ANCHORAGE (SEE NOTE 5) Loc, TYPICAL ELEVATIONS 0 Ins-3 -21(0 L 2 4 1995 1 R- MIN. 3/8" EXP. 1 ANCH. TYP ��• BASE AND BRACKET (18 ga 50 KSt) CITY AUK PEE PETER. HIGGINS / AND.MSSOCATES / UAAL ENGINEERS 1225- F,NORTH eA Cc Ic AVENUE DALi. CA 91202 8 : came * ,w..w i sr wET$1 O COrI'S ARE VW Om FOR s nuoe.. TIM WARM 7 -16-91 COMM P. H. STREATER INDUSTRIES GONDOLAS STANDARD DETAILS ,.s.y,•.;,,.. •.,..,..,,.,,, , .k..- .:,,< >.,,,..., f 42 2 t _ 3 Nr.,. l 7 F YP 5 .wi t . r . V.?P'x, . fh,4 .i., i w� Lk;:1 ►r�► H4 :LNIIL� H'�SUC .•r,. _.__. . P.li1 _._. MCFARLAND/ASSOCIATES ARCHITECTURE /PLANNING /ADA CONSULTING October 25, 1995 Mr. Bob Hancock SHAMES CONSTRUCTION 5826 Brisa Street • Livermore, CA 94550 • RE: Fixture Support Framing Home Express, Tukwila, WA Project No. 94054 Dear Bob: I have reviewed our fixture support framing detail (4 /A I /) with our structural engineer, Matt Bertics at the office of Dave Rueb. The fixtures are floor loaded and the wall structure is designed to adequately secure the fixtures from overturning in the event of lateral earth movement. The wall • design indicated is sufficient to support the required loads for Seismic Zone 3, 75 lbs. tension and . 37.5 lbs. shear (7.5% of the requirements indicated fin. Seismic Zone 4). The wall design is either 2" x 4" wood studs or 4" metal studs at 16" on center with three (3) horizontal 2" x 4" wood blocking set at the typical heights required for fixture installation, Attachment of the blocking is with two (2) no. 8 x 3" screws at each stud (16" on center). With 7/8" penetration, each screw has a design capacity in wood of 160 lbs. tension (4l/hdmiral) and 140 lbs. shear, In metal studs each screw has a design capacity of 93 lbs, tension and 140 lbs, shear. The wall - design and connections are more than adequate for the required design loads, If you have any additional questions, please call. Very truly yours, ki William N. Long CC: Carl Laughlin (71otne Express, Inc.) b 19 5 Dick McFarland (McFarland Associates) . 0 ej 2 .: : , , , Buroa,c L.os1 PERMIT .GENTER PIER 9 (415) 433.6816 • +'SAN FRANCISCO, CALIFORNIA 94111 FAX (415) 434.3610 .. x,.. ,..... ' :,..,... Kr ,A..ryrti; {� rY + ,q. . .:• .. ..' ny'; .. s': ^: •..�.3,Sins 'i. A,Y, jsd� iGA1 {• r.. t�a;=;i?, �'' >1tr�+ A '� 1.' ��UFI.I. 5 5".l y �. "S;, • -'ih ;;tr L .�" .r��.., e :, a a �qk ?�"sR '�i�;'"k; i3^,. >✓ ,3 � n;�.. r, ��. �` �x u�t {)'�Sr 3�5��'�; �Y �'$ `�• e ti 1 .. 1. .,t •,€ , . e : t. i ?� x�4. .t� �+4`ekk . ,:AA .k. �`F�.` , y am . ; .< 1�1 {'" : a.trf �' t.r lii G a, 1'r�+l ' � >f , � ��j� . ,�.w, - {a t .. s � � r a 1 a., ,, "} ..:�� ; , sr ¢� � � y sr•r"{�} s {; ��c t r �',,,. a �`•, ���.. K ��i,,�'� ,r �� ;t �' rv '`..` , ... • • • • • ... .. ,.. ,... .rY'1i'.vi .. s . .r,r s .�.� > :..�> a .. ......k.' v r . ... ..' T''.M1k . ..k. �. n� a.i. �+., i� �..: �' t. � h:, xa.J, t?�`• c;. z. •,f...x A�' PETER S. HIGGINS &;ASSOCIATES CONSULT M: STRUCTURAL ENGIN%ERS Project: Home Express #38 , Job No. 1874 October, 25, 1995 Sheet. FX-1 FIELD CHANGE AUTHORIZATION (STRUCTURAL ITEMS ONLY) City: Tukwilla, WA File No.: B95 -034 Item Permitted Change 1. Anchorage of base shoe bracket as, shown on 5 /ST -1 mayibe omitted on the wall supported gondolas. Justification: Units are adequately supported by the bottom stringer: for zone 3 base shears. 2. Single faced gondolas with max 144" high gondola posts and max 165" high outriggers may be erected as free standing units with- out wall support. In this case, the bases shall be anchored front and rear per 5/ST-1. Justification: These are essentially 144" gondolas. The outriggers cannot be loaded (only one beam to support the load), and are intended to be display marquees only. THI,_ S ATIT SH .LL __BE _ATT4CHED _ T � 0 TH PERMIT DRAWINGS 4 No OTFiER_CHANGES_ARE. BY THIS ORDR If there are any questions or explanati nee please contact the engineer at 818- 549 -0072 (collect if required). 'k ) G TONAL M _ 6 '9l0 • • aticE of flC� PO4" • tt:891,Z9498031:: 4-S31b'IO0SSd.a8 SNIJOTH: WdOq:,Z: 96- 5Z —Ol: S31VI00SSV V SNIDOIH:k 1N9S ., •. W . 111/"'' ., ' O I o = ; City of Tukwila wila John W. Rants, Mayor 4 ,��• , Fire Department Thomas P. Keefe, Fire Chief �'�' 1908 October 12, 1995 Fire Department Review Control #B95 -0344 (510) Re: Home Express - 17900 Southcenter Parkway, Suite #190 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 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) 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) 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 Headquarters • fo : • dov•r 'ark` • a, shi "' •n '8t %' Phone: (206) 5754404 • Fax. (206) 5754439 J .'X1-A, </(5,4:1 , , C ty of Tukw la John W. Rants, Mayor 0 r y Fire Department Thomas P. Keefe, Fire Chief 1908 - Page number 2 High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) 3. 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) 4. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) 5. 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 p •l. e "+ ` ( .` City of Tuk•vlla John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief . 1908 • - Page number 3 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Headquarters Station: 444 Andover Park East • Tukwila WashirzgtOrt 98188 • Phone. (206) 575.4404 • Fax, (206) 575.4439 Home Express #38 Lozier Shelving Streater Gondolas Location: Tukwilla, WA ( Zone 3) . 4 4, W k Prepared For: Q ' S d)' Select Planning & Development, Inc. l" % x Newport Beach, CA Prepared By: 8 8208 Peter S. Higgins And Associates .1 44IM0 1 1 : 0 00 .,.. Consulting Structural Engineers ZONAL 1225 -F North Pacific Glendale, CA EXPIRE ° - Z/ — 47(p (818) 549 -0072 Peter S. Higgins, S.E. Job Number 1874 July 21, 1995 This Document and the design it contains is copyright by Peter S. Higgins and Associates. It is provided as an ina_trUniav of service, and shall not be reproduced in any fashion thou/the written permission of Peter S. Higgins and Associates ' ' A, Notice to - 9 .d(1. ng 6 epartments If this calculation is su .`i Ee ,,. .ing _srmit,,approval, it shall contain all sheet- of cal. a(il,n- as i -te n the table of contents on the next pages , a p. /be acco ' njEd by all dra listed in Section 1: All :ocu�hen : , all )ear . opriate seals and signatures in ink of a co ras / in for }}I�ith tame Job Number Reference. The calculation,ahallibe . ed a@ios,s this block. 1 t: / t • RE-RODUC -ION% OF SIGNED COPIES ARE INVALID' 17:: t--\ - I.]: ::\ ' 15 A \ v E l) RECEIVED Q � 1 ��� CITY OF TUKWILA CEIVED ` J` U` v OCT U 5 1995 CITY TUK q�v1S1 . � AUG 1995 MM. r � PERMIT CENTER MIT CE S. HIGGINS AND ASSOCIAlk CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet ii Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 Shelving 1 1.2.1.2 Gondolas 1 1.2.2 Seismic 1 1.2.2.1 Pallet Racks 1 1.2.2.2 Gondolas 2 2 Lozier Shelving 2 2.1 Components and Geometry 3 2.2 Check Beams 3 2.2.1 Design Forces 3 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 4 2.3.1 Load to Post 4 2.3.2 Post Properties (net section) 4 2.4 Longitudinal Seismic 4 2.4.1 Base Shear 4 2.4.2 Design Forces 4 2.4.3 Post - Combined Stresses 5 2.4.4 Beam Connections 5 2.4.4.1 Design Forces 5 2.4.4.2 Connection Capacity 5 2.5 Transverse Seismic 5 2.5.1 Base Shear 5 2.5.2 Design Forces 5 2.5.2.1 Stability 6 2.5.2.2 Brace 6 2.5.2.2.1 Design Force 6 2.5.2.2.2 Brace Capacity 6 2.6 Slab on Grade 6 3 Gondolas 7 3.1 Free Standing Units 7 3.1.1 Components and Geometry • 8 3.1.2 Check Arms 8 3.1.2.1 Design Forces 8 3.1.3 Check Posts (Dead plus Live Loads) 8 3.1.3.1 Load to Post 8 3.1.3.2 Post Properties 9 3.1.3.3 Post - Combined Stresses 9 3.1.4 Base 9 3.1.5 Seismic 9 3.1.5.1 Base Shear 1 3.1.5.2 Transverse Forces 9 3.1.5.2.1 Base Shear. 9 7:,::, t z;: AV :.,.:'.:ca•7i�..•i;f +�'::6:�': ,'l4SJ:AS:a..... rns. e.., .t .. a. e« ..w.au+...s,n.a...rw."..- �.c,.0 ire. t. u. ..e:sy4v:= rkav�..haw.rrer., rts�Hrtrs^.W J.:ctt rlen °+rn ::.rn..rnm oars...:. w.: n.+ rt^ rn r. w........ n. o. r.... srvne. rr+ w. .ew+.....,- ..... Ply, JR S. HIGGINS AND ASSOCIA'I( > CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet iii 3.1.5.2.1.1 One Side Loaded 10 3.1.5.2.1.2 Both Sides Side Loaded 10 3.1.5.2.2 Forces and Stress Checks 10 3.1.5.2.3 Stability 10 . 3.1.5.3 Longitudingal Seismic 11 3.1.5.3.1 Design Forces 11 3.1.5.3.1.1 Shear Panel 11 3.2 Wall Supported Units 11 3.2.1 Components and Geometry 11 3.2.2 Load to Post 12 3.2.3 Anchorage of Single Units to Wall 12 3.2.3.1 Forces and Reactions 12 3.2.3.1.1 Dead + Live 12 3.2.3.1.2 Seismic 13 3.2.3.2 Floor Anchorage 13 3.2.3.3 Wall Anchorage 13 PLR S. HIGGINS AND ASSOCIAT(, CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks and gondola shelving for structural adequacy. The sealing of drawings is for the structural review of the gondolas only. Other informa- tion is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates HE - 1, LZ - 6, ST - 1 1.1.1.2 By Others Select Planning & Development, Inc. Sheet 1 Rev. 7 -6 -95 Sheet 2 Rev. 7 -6 -95 1.2 Loads 1.2.1 Vertical (Dead plus Live) 1.2.1.1 Shelving Loads per level = 0.5 kips Design beams for 25% impact 1.2.1.2 Gondolas General hand stack display material. Density < 8 lbs per cubic foot Design arms for max 100 lbs. Design outriggers for 150 lbs (design conservatively ignores support of outrigger posts and beams) 1.2.2 Seismic 1991 UBC Standard 27 -11 T may be determined by any rational method, or the default C /R of 0.46 may be used. 1.2.2.1 Pallet Racks Where: Z/C I.' = ��' Z =0.4 R w 1 =1.00 Thus: R =8 Longitudinal 6 Transverse v :?. ,.i.3x6i et..•y v. i.S...i .. :4w. ■v�"`C.^ r� -,,t.c / . " ?!St;^,,..... .r•l.v i. ....x .. ,... .... ... .. ... n. >. ... ...x .v.r. '. . -.,.: :., • •., .:,. ..'i. ., .:. ... ...:..5 ...., ; ).C: t 1 ' �/: (_.h ... us 1r x•.v; .:....... .�.,: xr. !�w� ..Cf '. �'RSV.� ...+y. •c .J•t)••;gp lyy'rii,..anot'rtro ..i 4.'V!:i`M`ryY ^Mrit+*'Y N: �`"; 7L ��".` �( Yt 4' IF'•tt'42M$M,R".AY,.'! P „• .AR S. HIGGINS AND ASSOCIA(J CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 2 I f 0.751•x/ P T2/3 C = 1 � 2.75 within the range: S <1.5 (unless lower value per - 0.03I✓ <_ V _< 0.183h/ mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) 1.2.2.2 Gondolas Where: V, _ Z1C I,f Z =0.4 R !✓ I =1.00 Thus: R =6 Longitudinal 8 Transverse 0.75W V < 1.25S R T 213 C= w T213 <_ 2.75 within the range: S <1.5 (unless lower value per 0,03L✓ <I/ <0.18311/ mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) 2 Lozier Shelving . J.. :.. ... .. ... F.h+w .. ,z.i. $Y. t. .f. <r... r.,..... xr,,. w......., vna....,.a.....,truaa�...�.rnpn ei0$hA.aeT':1JiTN "lC:f�/.Y SV�• 5' d:.•' YL.t.;_. 4�+l eN.* n,. f. m.+... m. .x.emv,+t�.�+.n...a..y— r ........�......ww.wr. +W.s+..+,w.i•w'a+ +T J.1R S. HIGGINS AND ASSOCIAlf,, CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 3 2.1 Components and Geometry W D A �'y I d l H y (max) a F u�;.. W =max 96" H =144" a =48" D =48" b=48" 1 =42" c =48" 1d =58" Beam Type Upright Type Standard Regular (may be reinforced) 2.2 Check Beams 2.2.1 Design Forces L M M _ (2) (8) S -' 30 =3.8 inch kips =0.16 in 2.2.2 Beam Properties 100 9 M Standard `I— I 1 59 0 ,. t =0.061 in O.K. l S =O.31 in I =0.55 in 1,00 a ,.. .. ., .....,•..,. r..,.v-.»,,.-..,...«...... .,.,.w...n..,.,.n..x:.- .,...x ,a..,,., CY .< ,i.q ri^2r..v: ;, . rw s, n?r R .r r rr.w.,a. rw-s. +taz .•.r,1 .t» rrw•vsewvow tN {fR+".'.a+N..iY• e •� Pk JR S. HIGGINS AND ASSOCIA ,. it CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 4 4# 4 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post P< (ll of levels)(L) 2 =0.8 kips 2.3.2 Post Properties (net section) 1 t =0.072 in l y /r =71 1 A =0.35 in a /r =64 S =0.22 in 1 o r =0.75 in F =18.3 ksi S =0.14 in 0 r =0.59 in P 4.03k Ica =5.28 1 k 2,4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - UBC Method B. Deriva- tion supplied upon request. Units: kips, inches, seconds Where: 1 L ✓I3 W = Load per level T 2300 ( 2 n + 2 n + 1) L = Spacing between levels T = Moment of inertia of post n = Number of levels Substituting yields: T >1.2 sec • Thus: • V <0.085W 2.4.2 Design Forces P <0.8k V <0.064k M <Va= (0 .064) (48)/2=3.05"k ..:::, ., ..,: ..:. , .;.: .. :. .:.::..i..r...:. : ......... ..... ,... -.:., .: n, w. ,. ., ....a :.-. ...,.., .«,..,,....w,.. ws .,awd -cx ....,. ,,.> .. a.. n. .. , -n._, r a a+, r» Mrn .,a n r. .n Jf+r 5^xf•lri y tk PC AR S. HIGGINS AND ASSOCIA1, CONSULTING STRUCTURAL ENGINEERS' Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 5 2.4.3 Post - Combined Stresses P A4 P M = 0.76 <1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn$ 2.4.4.2 Connection Capacity Standard Connection 2 „ Effective throat of hook t = 0.50" X 0.105" = 0.052 in Allowable Shear on Hook = 1.66 kips M (1.33) (1.66) (2) =4.4in k O.K. 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V= 0.186W =0.27k 2.5.2 Design Forces D ..-- -► !' h " V Pen 411 h'.110 inches P =0.64 kips h' Note: Bracing shown is schematic see this section, subsection :2 for actual l geometry: 1 EQ r. +5 :r�+eiVS:xS a,. u'% ci+ TM q>. irs r �c+ Ynr•.• �r.+• r.++ vo-^,+-.+.- r.«.,. ,.. .n....n.•wwaw»%Sririh �i%:'N1tiCYrLt'kC'KfSkh hT71'Y 47: {'`a^.ICfif::Nt llWexG(M1 ^I/�'i1YYh A: 1+bt1f >aM , . . .., xs. ..a.. Srft/ 31540tAttIrVr ' , P( AR S. HIGGINS AND ASSOCIAlki CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 6 2.5.2.1 Stability Peq<PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pb <0•4k 2.5.2.2.2 Brace Capacity on . t= 20 ga Anet =0.13 in2 rmin =0.39 in Q =1.00 L kl F P (in) � (ksi) (k) 58 149 6.75 1.17 O.K. 2.6 Slab on Grade • • •• •. . w n t ,nv» •r+"•n vr.v.Ye'Wwwi>F Pi JR S. HIGGINS AND ASSOCIA'I( CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 7 Treat slab as equivalent unreinforced square footing p Where: Lc P = 0.8 kips b = 1.6 in. (average) t b t = 4 in. ii •a f f'c = 2,000 psi Qa = 1.0 ksf B B= 12 P Qa s = (12)(t =10.7 in 6 =32 in /ft 1 /3 -b -t1 Lc_ 12 2 J - Mc cs c - S =0.21 feet =0.009 ksi M = ( Q °L � 1 2) 5 � 2 J � �allntu- 1.7 =0.27 in kip /ft = 0.085 ksi O.K. 3 Gondolas 3.1 Free Standing Units P( M. S. HIGGINS AND ASSOCIAAC, CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 8 3.1.1 Components and Geometry D W H A W AMMVMMWMV AMWANWW40220W ,,,A D=max 24 in W=max 48 in H=max 165 in 3.1.2 Check Arms 3.1.2.1 Design Forces b15(0.1)( S =0.06 in =1.2 inch kips Min. 3" x 13 ga arm (S=0.13 inal Ample 3.1.3 Check Posts (Dead plus Live Loads) Conservatively ignore outrigger. 3,1.3,1 Load to Post One Side Loaded Both Sides Loaded P5yWHD P52yHlt/D =0.8 kips =1.6 kips PD M=0 inch kips — 2 =10.0 inch kips w . • PIC JR S. HIGGINS AND ASSOCIAII: ...., CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 ., July 21, 1995 Sheet 9 7 f?, Y 1t 3.1.3.2 Post Properties i 1.50" t=12 ga kl/r<(1.35) (165)/ A in 1.09 -4------00- •.1 S in =204 Sm 7 r in , r in F ksi 4 ) 1 ,- pa=3.43h ro MT(a=17.821-1S. ? 3.1.3.3 Post - Combined Stresses P A4 P a Ail a =0.79<1.00 O.K. 3.1.4 Base 0 9 L50" ---, Base Shoe t=18 ga Mxa=25.0221 i (c; S in , • 3.1.5 Seismic 3.1.5.1 Base Shear V < 0.14W = kips per side 3.1.5.2 Transverse Forces 3.1.5.2.1 Base Shear Determine Period (Ref Roark and Young 6th Ed. Table Units: kips, inches, seconds Where: rt -r ' = - "3 W = Post Load 3.52\ / E I G L = Post Height I = Moment of inertia of post E = 29,000 ksi r, G = 386 in/sec2 PCER S. HIGGINS AND ASSOCIAC CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No 1874 ,4 July 21, 1995 Sheet 10 3.1.5.2.1.1 One Side Loaded Substituting yields: 1 T>1.0 sec Thus: V<0.090W 3.1.5.2.1.2 Both Sides Side Loaded Substituting yields: T>1.4 sec Thus: V<0.060W 3.1.5.2.2 Forces and Stress Checks One Side Loaded Both Sides Loaded P < 0.8 kips P < 2.0 kips V < 0.072 kips V < 0.12 kips M < Md+l VH/2 M < VH/2 = 15.9 inch kips =9.9 inch kips P M P M —. _4. - Pa M P M 1.19<1.33 O.K. =1.14<1.33 O.K. 3.1.5.2.3 Stability One Side Loaded Governs By Inspection • ly op, H //`-'1 • ,. . .. .. >.,, = fa:r,.,.. :{'aL . ,... , .:`,. » "rF•i w., ..a., t,M x.. ,.+:rvc,s ^, x: J'7: °.izra ?.... s'. Sib":: Ga* i 'S:::Cf7i' "ib ?..:'.}:.i.^'N'. 1 };u .. ..^'?? ., vnm *.".nv9:,T.';5; +':1'.7.7"y.. l nw Y P _ JR S. HIGGINS AND ASSOCIA CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 11 t << OTM < (VH /2) = 5.9 inch kips RM > (PD /2) = 12.0 inch kips Stable - No Uplift Anchors provide added F.S. Use min. 1/4" diam. ICBO approved expansion anchors. O.K. Minimum embedment 1.5" into slab. 3.1.5.3 L,ongitudingal Seismic 3.1.5.3.1 Design Forces V <0.186(1.0) =0.15 kips per side 3.1.5.3.1.1 Shear Panel Shear < 0.037 kips /ft /side 1/8" pegboard #8 STS @16" V >0.03 kips /ft Say, OK 3.2 Wall Supported Units By inspection, these units resist lower forces than the free- standing units, since all moments are resisted by the walls. Accordingly, only stability and anchorage checks are performed here. 3.2.1 Components and Geometry MAX 24" MAX 48" l it II r, f ;t X L t SIDE FRONT i f P( JR S. HIGGINS AND ASSOCIA4) CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 12 3.2.2 Load to Post One Side Loaded P..y1s1HD =0.8 kips PL) 2 =10.0 inch kips (resisted by wall anchors gondolas resist only arm moments of < 1.8 inch kips) 3.2.3 nchozage of Single Units to Wall 3.2.3.1 Forces and Reactions 3.2.3.1.1 Dead + Live 0 < 12" -11111-111■1 0 . 1 3 k 0.8k c:21 < - •• r -- [--- z t.L.J — u 013k Y 0.8 MODEL• FORCES REACTIONS • 31! • P ER S. HIGGINS AND ASSOC/Ai:J CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 July 21, 1995 Sheet 13 3.2.3.1.2 Seismic Base Shear V < 0.20W = 0.16 kips 41 -1110~ 0 • - 1 9 k i„ < Ci _ 0. 1 6 1 K -4 < 0 CC ;1 00 lu..1 -40- X 0 ( 003k - MODEL FORCES REACTIONS 3.2.3.2 Ficagr Anchorage, Seismic only (wall base absorbs D+L via direct bearing) T=0; V<0.19 kips; Min 1/4" diameter expansion anchors, min 1.5" embedment, AMPLE by inspection 3.2.3.3 Wall Anchorage Max tension perpendicular to wall < 0.32 kips per post. Assume 0.2 kips per anchor. Max shear parallel to wall = 0.16 kips. Assume 0.1 kips per fastener. Brackets, etc ample by inspection VERIFICATION OF WALL STRENGTH AND SELECTION OF WALL ANCHORS TO BE PERFORMED BY STRUCTURAL ENGINEER FOR ft BUILDING • • . , ; . a : • r h :. 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