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Permit B95-0345 - OFFICE MAX - STORAGE RACKS
• i City of Tukwila (.,.„ C (206) 431 -3670 Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT f Permit No: B95 -0345 Status: ISSUED Type: B -RACKS Issued: 01/26/1996 Category: Expires: .07 /24/1996 Address: 17501 SOUTHCENTER PY Un: 300 Suite: 300 Location: Parcel #: 262304 -9067 f Zoning: Contractor License No.: DEJAGI *233K3 I d TENANT OFFICE MAX 1 17501 SOUTHCENTER PY, TUKWILA WA 98188 I OWNER SHIDLER /WEST FINANCE Phone: 206 624 -1444 l 800 5 AV STE 3500, SEATTLE, WA 98104 ; CONTACT HOWARD TURNER Phone: 206 365 -7431 18420 24TH PLACE N.E.,...SEATTLE, WA 98155 CONTRACTOR DEJAGER CONSTRUCTION INC Phone: 616 530 -0060 75 60TH STREET - .S.'W. , WYOMING, MI 49508 ***• k******• k****• k**' k*** k* ******** k******** ****** ** k`* *. * ** *** * * ** * *** *k* * **•k ** Permit Description: INSTALL RACK STORAGE. Rack Storage ' Dimensions - Linear. Feet, x Height Totals 96 8.0' 768 ,384 8.0 " , 3,072 `336 8.0 ,` 2, 688 d 360 8.0 2,880 252 10.0 2,520 8.5 8.0 680 ; .' f ` 41 , 608 UBC Edition 1994 ./ Valuation:' 30, 000.00 Total', Permit Fee: 655:,'8`4 * * * * * ** * * * * * *, * *•k71 ** * * * ** :h * ** *•k** * ** *tk** *14*,** *** kirk * * * **t'k* * **•k ** * ** **** aei:2114? 1 ' 1 .'; P ermi t - C enter Aut 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 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 per•Formance of , ° , I am authorized to sign for and obtain this buil` - g pe- it. Si 4 os�r 21 Date: . 1 � �' — '9 S� f_hS'� F /' . -s Ti t Print Name: t1e: / , 7 'WQ< 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. c '' --; --"I `• CITY OF TUKWIL ., ..� Via e- Department of Community Development — Permit Center ' _:• 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 r908 - (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER OR (C-Q. M SITE ADDRESS ' SUITE NO. 695 - 0345 1 5 �u� . l e Pc, Soo 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. DEPAR TMENT::..i :DATE..IN : : : .. : : : . : .: . : > > > ::.: T : IREMEN < C ., :: :.::::::::;: : > : >•:;:>.:. :.. .:. ; :.. ;..::.City .......... ..... �� 1.`;: G., QSIII. IIA. E. I�:.: S....: ........:. . :: >: . BUILDING - C •NSULTANT: Date Sent - Date A roved - Initial review 1 d -10 ^V t c) II ' O ED -K FIRE • 10 It //5/ /0/12.1/5 FIRE PROTECTION: • S•rinklers • Detectors • N/A 5 FIRE DEPT. LETTER DATED: /D ' INSPECTOR: ` tifirS/ INIT :. Vi O PLANNING ZONING: IBAR/LAND USE CONDITIONS? ❑Yes ( ) No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- 5- E- W- OPUBLIC UTILITY PERMITS REQUIRED? Yes • No PUBLIC WORKS LETTER DATED: WORKS INIT: 0 OTHER INIT � (7 1'1 4 � TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): ,. BUILDING - final review INIT: . RACKS OYes pl No ‘ k Cl BUILDING � itib OFFICIAL to 11 H 5-- ' /J INIT: REVIEW COMPLETED AMOUNT CONTACTED IM 630,8Q__ c? .. (Re.c,) OWING: DATE NOTIFIED a 5 BY: */ 2nd NOTIFICATION rne. x i -- -- a ( t,) 3RD NOTIFICATION BY : 43 ( 1 C A ,a (Init.) , 01/00/03 BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT (206) 431 - 3670 BUILDING PERMIT FEE PLAN CHECK • n /` '� PLAN CHECK FEE NUMBER V BUILDING SURCHARGE:'::::: APPLICATION, MUST BE • OTHER. . FILLED OUT COMPLETELY TOTAL: ( SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 1 4oU1 C-i \Z ( �. j •30.) Ji °Z1b PROJECT NAME/TENANT ASSESSOR ACCOUNT # ct(, 'y 2LoZ ')4 - etf7(D1 TYPE OF • New Building • Addition • Tenant Improvement (commercial) 0 Demolition (building) WORK: 0 Rack Storage O Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: ( i CA91,L6� WiLL THERE BE A CHANGE IN USE? ( No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S ri tiers 0 Automatic Fire Alarm System PROPERTY OWNER 1 2 7 L. Q AAci PHONE (!l s Z 60908 ADDRESS tcb 5,71) h (v7 ZIFa b CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT r11,p 5L PHONE y/1/4, .143 k ADDRESS \ j W • ZIP 1 MEREB: Y:; CERTiF .Y: >MA ..EREADAN BiE TRUE.AND CORRECT, AN AM . TO:APPt,Y:;PCR;:THIfa ;PERMIT,..:.:.; >:..:, :::.:.:.:.:.:...::..: ;..:.:.:. .... BUILDING OWNER SIGNATURE ) DATE OR AUTHORIZED PRINT NAME i3t PHONE AGENT ADDRESS to Zo 24 � CITY/ZIP Q51 c- CONTACT PERSON ow - Turner PHONE -z 742 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 Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES a .J.r • • • , e .i. . ,',,,' ...r --,' — '.i -,,". ,, ,i ,,,k ., 0. 4 ,, ,,, A iti, , ;',„ , „ 1 • .:, V sr s,0 V IV' 1 WV of•kreW ' AC. ' wt%14 P"o '9-- '‘AS 44 ' 4 *IA' - 1 v - r 1 • I V C +.0 1 • • ' 9 1 1 1 1 ii 1,1 1 GENERA 394.75 hAv /(1 4 t.A 6 Ale. • * GENERA 4.50 . .,;ITY OF. TUKWIWA,. WA TRANSMIT TOTAL 399.25 kAA**A******k***4******A A* . .****A*A****A**A . *A**le**.t.k*A*****.k* DECK 399.25 ) TRANSMIT Number: 94003211 Amount: 399.25 11/07/95 15:41 CHANGE 0.00 Payment Method: CHECK Notation: MADIX Initi/ORM 7710A000 17::4 1 Permit No 1395-0345 Type: B -ACKS RACK STORAGE PERMIT , Parcel Na: 262304-9067 ), Site Address: 17501 SOU1HCENTER PY St: Fl: Un: 300 Total Fees: 65$.84 This Payment 399.25 Total ALL Putts: 655.34 ) Balance: .00 k********kA*A*AA A *** ***A**A*A***A***A 4 **AA**AAAAAAAA***AA*AkAA.4* Account Code Description Amount t 000/322.100 BUILDING - NONRES 394./5 000/386.904 STATE BUILDING SURCHARGE 4.50 • s S 1 1.1 ( 1, , 1 • r '': t 1 , f i -.qe t. d,.?A i ri . a t : v n t : { ' , it�Y �Ct "".,. "'f(',n.- a.y i si:, r.4r � .. . ;'-4.,,, , : t :' '' ' , :`:( •: + i`• r %:i�n ig w.:,;r i +:,�, ,t":t'�a,L. v, }G�'y' ?l:�t"<,:� ,�F st: " .r'?>es ��+'',•� , .r S"1r?.:!' l cW +ir:.; +} �; C , C C) s , S , , k *kk *it•A•k•A*•kA*•kit•A*•A•k*•A •k * k•k•.k A• A hit •M;t *tit•itAk•A•kA•kAfr•Ait:4•k GENERA 256.59 CITY OF TfJ1(4 L.A. WA ....• Y R A hr0MI TOTAL 256.59 . A k :1 •A is •k • k •A• •A fr ;4 • • •k •k A . * A •k •A 1 •A tit k * k •F. * •h k tit •k 4. A• 4 CHECK( 256.59 s § : C iieklkkA•k•Ai •h , �� g 0'1059 Amount: 2 56.. 10/0E6/ 11 :41 CHANGE 0.00 TRANSMIT N�im bPr : 40 � PaGrinc,nt Method: CHICK Notation: HOWARD TURNER 1ailq9/W5 up 6860A000 15 :49 Permit No: 095• Type: 0°-RACI(43 RACK STORAGE PERMIT Parcel No: 262304 -9067 Site Add 17501 SOUTI10ENTER PY St: Fl: Um: 300 Total Fee: 65•': This Payment 256.59 ,NTotal ALL Pmts: 256.59 R a l anoe: 099.25 ' k• k• h •hh *>tkk•kA•kA*1., *Ah**4irh•hA* kit** hktitittilir•k•k•kA•k *AitA.**A4ov * *.A4**,1,* AkA* Account Code Description Amount 000/345.030 PLAg CHICK - N(NRES 256.59 ' A, ..... .(l. , + . : , . . L'its , , .. ' • .... - INSPECTION RECORD (1- / 9 ,5 Retain a copy with permit a , t . 1•I' ' .., . r 1 ro . 1 CITY OF TUKWILA BUILDING DIVISION k 6300 Southcenter Blvd., #100, Tukwila, W A 98188 — 1 .1 (206) 431-3670 •r. e.: AI • , ype o ns. . . .n: 41lMppllIllIllIl .P; rose: - 2 iiiimimomqm 40 MP • : . rl e, ruct • AO aky,r.04, a .:•uester: i f f, ••••• Aii rd 4 CI . 2 . 9 CPO I : /-412:M. Altdt# P Approved per applicable codes. El Corrections required prior to approval. — . --.........-- ... 4 COMMENTS: _ . 110.1111/ . ■ ,.., I . , / , . . , i : • '.- ,'', ',k . ' `'+'' • , .." : ,• . ' .! ,., ,' 1, ,, , '. r ,' =';.' • -' * '; ',,! , l'' ‘, , t , ' ,. • ' ., ' : ' 1 .= ' c ', . ' : s' r ' . „-;, : ‘; ' q '. '. .'," ,' • ' .- ,, . .,I, ,., j • l ':` :.,„ ' ,1 , • —:' , 'hived": (F Date: 1 "i igp I .:, • , '. , .-1,1... ,, ,,,,, , , -,.. , 0 $ REINSPE N FEE REQUIRED. Prior to reinspection, fee must be paid at — 6310 Soulhcenter Blvd., Suite 100. Call to schedule reinspection. -......„/ •-,...,. ,..; re: , „ .- 2, , '' ` 1.-- ... , I i cls, J.,-.21,,....ifiAtoaluiltheAlklativille/Vaitt • • 575 INSPECTION RECORD C Retain a copy with permit 03V S" I s PERMIT NO/ CITY OF TUKWILA BUILDING DIVISION 98188 ISION 6300 Southcenter Blvd., #100, Tukwila, a, 0 (206) 431-3670 19417731 rThRion: Project: Address: Date Called: Special Instructions: Date Warded: 0 4_3 0 _94 arne Requester Phone No,: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /Ale r e,pr- Ge 0('" z 1)-7 . ;..„, , • • .• ; ..• " • ; . . Inspector Dale: Ili, -.4 /al 4.4 III? w , • • . •■••••• El $30.00 REINSPECTIO 1 8 1r E jit E e REQUIRED. Prior to reMspection, tee must be paid at 6300 Southcen t Blvd., 100. Call to schedule reinspection. e: t ' .`• 4 , , ; ' ,..y • = • ., ., i.,4.T.77 , - ,-7‘ - 77/. -- 7777 , 47. 7- • „,,- Fra7 7,7,-7 7 ,7 : , ; , . ■ , ( ( 10'. OP City of Tukwila John W. Rants, Mayor ,, t -4■01 \ I■ ii : 3 7 - ,.... 0 .. ..... " r\ e l." Fire Department , I Al/ : Thomas P. Keefe, Rm. Chief ' . ,VC** 0 __- TUKW/LA FIRE DEPARTMENT FINAL APPROVAL FORM • Permit No. g9s 0 3 5/.5 Proj ect Name (Tie r... 6.44 (-1 7 Address 40 ..S A' 41. 4ua L Suite # k r ><- Retain current inspection schedule Needs shift inspection Approved without correction notice . Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: , Permits: . 6, 7 /-...5/ 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 • ..., .......... — __ —__. -......... --._ ........ ,...................,....■,........0 ...... ,......•,.....■,........,.....i. ■••••■., .•■• 7 ' Ir..' ..." ; k,, • . CITY OF TUKWILA . , Address: 17501 SOUTHCENTER PY Un: 300 Permit No: B95-0345 Suite: 300 . . • Tenant: OFFICE MAX . Status: ISSUED Type:. B -RACKS • ' . Applied: 10/06/1995 Parcel #: 262304-9067 Issued: 01126/1996 * * * A * k A A * * A ** A A k * * * * A * A - A. k k k k * A k * * k k A kb * A A A A * k k k A A * k * .0, A * A A k k A A A A A A A k A A * * *4 k * Permit Conditions: ." . . 1. No changes will be ma da,, approved by the ' • Arch i tect or E n g i n e e r , en,d!... he Tukwi I a BU14.0.:.0.0.,,i 2. All permi ts,. inspi.&Von reconds, and,. approve shall be a v a i l a b l e at . t.,fie''.',A'j'6 s 1t ePii ii) r to the , r,tat of' - : .,, ...„, ,....: , . „. ". A, S t ruc t ion . • TheSe do cumari a r be . 1 ) 1 a i at al' p),.0 d andOava i 1- • . • a b 1 e un t i 1 1p speo .on a p pr ova), 1. s grarred ,,,,l, 3 .• All C0113t,50gi oh tO,, he done •-..ri'n•" CO' ni bi- ill an pe w-c tK.,a).) pl v e■;q3N, plans and e:e ci ai r eine ts of 'the "•tifi i f orm Bu i rdt Cbda; , .„. E d i t i o n ) .: ;as a iii en de,d . ,,'''' ",,-! '•'( , • , 4 , 4, `.. , A .., ;"4 ,iv..i , 4 1 „ ,, h, , A.„!c , „.0 %,‘, 4. Valid i Permit.. ,,:, The •:.,i : offa permi t. On , appr70val 'OA plans, ; s'P ejd if . 1 ca tit n s ,„. arid) 1:-.:o p u t a t..41 'on S s ha I l no t.9be On- , ,o i f k strudd1 , & be, a permit .for , or' 1 of, any 'y..10'!ati \t, bn „. of a he' p r: a v i s ions of the hu 1 di ng code or of \ . ,4`; .‘ t 0 t it Irilio r 0 i n a'fi ce of t he''J i .s cff', t i o n,::::-; permit '• No pre Ssum i n4. I t o l t„ 9 • L.. . gi vp. :vfolate.,or, e' iPts PO slows of codW,iShal I be •va 1 id. "-., ? -,: i I,, ', . , ' ,\ ' :),:. ,;, , ....F, 4., ..„..,,,,,,,, 4 ..,,,.. ,., - - 'wV, • Y 4 *) - --- - _.,..1.':: . \, ''i ,, ' 0 t, / ,,..,,, .,- • . :r - •,' \ K:1 ' , I • , - - f rP) ,...,%,,..,.., ,... 1 , t o,;: P `; 1:.; / , / .•1'‘, i,.. ' „..,. o' '" \ ' ' `: '' ' '''': o ,r) ;01 , . , ..,.... 1, 44 t ;;':i-44':i 'fil ' 0.,i ,, ; t, •: ,;.: 4 1 i 1: :' ' 'A•A 1 / t i ., 4;..1 _ 4^ t, 4..!? 19 -:k \ 4 . tt, A .. .i f, 4 1 AI ',..N. '. . . . i""7„; ,' ::'" L.. 4' k ' 'tzg NY rk%4 0. . ‚ -' 4 "' •,,, ''',-t . ) 0 ' ' . , \h ,, / A .11 ''•/4 . , , e \ l' ---,--- ,..1.. i • \ ',8„P .1- .ii- /1 i 4 ,,,,„., , 4 i it'r l , 6' . • . , 4, 0 "il ' 1-3.i.v. 4 0 4 l. ,* . ''';' • ' 41 '`' ' N'Vg 1 ' " 41' • • • N't'l Y,, *!-:-" '., `,. , ' 0 k ''':,'0Vg ' , , , ,f,l , • , . ' ••■'• ,$., s'n.- ', ,,;.', ;',.i' Od ° ,i' , . ...:' -)\., 0. ,.?>'''''.,', I=Y / , ■ , ',,,;:1, e , .• , 14 • :;' 1," (.^ 1• f' '. 4. , i' ' ' .„ i;• , ",,'I ' 4 • "'if 1 jc: ', • • :‘.".• ,1! " ■9 i, 4 . •A g ,.,Z;?.4 V . -2 ',-.,., i i '•;-,..,.„•k 44.,,P 4., .', , ...f . ':::: -44 1 , 7 . . ' !. --- ,..,„.74,„ f ,, , , ,.. , .. ,' .; * 4 4 ..;'14.V.. 4 ,.■;' i' : - , "' ". k. 't.; - 4: 4 ., ',,,",,,,,.?.... ,..-:::! ,.--,"." • ' . . . . . 4 :,'•• • . . . . . . . . , . . , . . . . . . , . , • . . ' . . . . . . . . , • . . . . ., . , . . . . . . . • . , . .. . . . . • . . . . , . • .. , , , ' . . . , . ' - . • . , • ' . . . : ' . . . , . . . , . " . . . . . • . . . • . . . . - . . . • • . . . . . , , . . . . . . . . ' . . ' • . . . . . . . . , , , . . • . , . . . . . . . . , . . . , • , , ' ' ' ,' ' „ ' : ' , ' ' ' ; . ' ' . : : • ' • , . - • • • . . . . '• . ' . .. . . , • . . . . , . . . . - . . . , . , , • , . • Pau. PLN/L6 L ezi TutLAA Lc) CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT TOTAL 1(6) _ X 5 = ?l9Pi () 3bet X = .307Z 33 C9 X = mad X =• 2tb Z52-3 X ti_n = 2 s to X scb = Lew Coo 4e° GRAND TOTAL = 1 3 1 ve) RECEIVED . CITY OF TUKWILA OCT 0 "6 1995 PERMIT CENTER ......, .. 6 44, CV; • City of l ukvvala John W. Rants, Mayor cps ti ' , �' = Fire Department Thomas P. Keefe, Fire Chief hit 1908 October 13, 1995 Fire Department Review Control #895 -0345 (510) Re: Office Max - 17501 Southcenter Parkway, Suite #300 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of • the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) 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 he as low as 6 feet. (UFC article 2, sec. 209 -H) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one- hour fire proofing, (b) sidewall sprinkler at the 15 foot Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila e r� s l John W. Rants, Mayor ri � 0 4% Fire Department Thomas P. Keefe, Fire Chief 1908 ,-- Page number 2 elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 3. 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) , 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) 575-4439 _ J. vJILA, �,4 1 y y i City of Tukwila John W. Rants, Mayor iV - fi '� % 0 g _ = Fire Department Thomas P Keefe, Fire Chief 1908 -_ . 1 Page number 3 Yours truly, The Tukwila Fire Prevention Bureau • cc: T.F.D. file ncd , Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phoned (206 ) 575 4404 • Fax: : (206) 5754439 • • �-I.. \ V.' • ri \ N . \ Q u. s 0 CO Z p 0 W r 3 \ LL SI ' 0 M o 0 zw a �� f y `i H 1'. : , , 11 'Irk C "'At' :�' •m a; ;: a- 1-4Ve ii iti:1!—,, ?.c:4 i"....eilikvrag ■ CI . .0,1 i'','". rif A ' 4 to' L ,, r "• a c.Y, E : - :� , ., ` . , ,H•, + y „ �' t t c i t ' �.1: � u r•y ' fi t t c {i�>a�l:'; `� r,t °',� r ' .fi . • ',N.. . c ' Aq t';'.1,4 , : i s; 't .:-.., . •".t. ...iirr ...o.,„:,,,,,„.,,, ,, .,.,..„.„,,,,.. ,'it, . � r ,...„.„,,,,,,,f...,„,,,„,„,„„. . .„,. „.,. vt., . . . ... ., ...„„...„, II ILV t . !,,Ii. " :,. . "; ...,. . .:: • • 1J/li/{✓• / / /l:ll / / / /I / / //% /I /Ill/ / /JJ IN % % /.,,,,, , / /NY • 1 • 0 ' A ' Waal] i • • MAX 24' v. MAX MAX 96' ails of the rack, u- l 1I twE lation only. See N gs (same Job Number) I I Q + MAX 18' MAX 48' ;ions, and site specific r 2 1 =II '11/1111L - • ----i► LI MX -1, MX-Z MX -5. for - -- - I - -- 1 1 I 4 I 1 I ay be smaller (most are L I 6 I tit). See engineer `- - _ -I I _____ ) X I I b l s (same Job Number) - x fin store. _ __ u, I ,4 - - - --' - - - -� � I a _____ _ 1 I el II z I su tn revel `- - - __ __I - - -_-_-=_) , --- ) I i I tack storage I i i _ r -� °` td stack storage - Isand H SIDE FRONT SIDE FRONT yper Maxi units ■ required) chorl ocated HYPER MAXI RACKS - TYPICAL GONDOLAS - (INTERIOR ROWS) (INTERIOR ROWS) O t din are unchanged. (MAY BE SINGLE OR DOUBLE SIDEDI wring. Attachment to Is is prohibited unless ion drawings. i 120" 42" 120" 42" I Regular Regular • S 3 BEAMS BEAMS \ Min. PH335 o Min. PHB50 0 N 1 N a 60 a� 1 I FRONT SIDE FRONT SIDE i 4 LEVEL RACKS /� 2 LEVEL RACKS - y TYPICAL ELEVATION R TYPICAL ELEVATION ` . 11-----.,1° CITY OF TUKWILA ``��, .c.:, ,. ov w As i y , fl C 'J1 ,t `r- 4.-I, PERMIT CENTER . =- F Q t�J y �">; \ DATE Job # P 1 �°� � = J PETER S.� .H1GGINS 8-1-94 OFFICE MAX r ce � Y "� 1 - /RUjt N r NEERSJ MADIX STARE FIXTURES � -F ENO LE. CA IC AVE U t��G /� 8 549 !e 2, �° TYPICAL INSTALLATION .� - `,` I E>< .s. - c, DR AND D ES* ARE COP ' I iii CO , : G 8Y - nu FEA1.u5SION ONLY. APPROVED 0 M ^ 1 - 4 , ' �.G ... * r:A ONLY R°WNG P. H. STANDARD DETAILS I • I GENERAL NOTES • -.1 MAX 24" ► MAX 96" ► 1. This drawing shows standard details of the rack, © a II s • gondola. and ''Hyper Maxi" installation only. See I I 4 MAXIS' MAX 48' engineer approved fixture drawings (same Job Number) 1 I �� ` ► for location, arrangement, dimensions. and site specific ... _ _ _ _9 information. See Higgins drawing MX -1, MX -2, MX -5, for P- I y 1 1 component details. I I 1 1 2. Dimensions are maxima. Units may be smaller (most are L I m M I ql I 96" high and exempt from permit). See engineer t — — _ — _I I_ — _ _ —� I I y I 1 1 approved fixture location drawings (same Job Number) - a --I — -- — —1 , — — — — _ xx ti for location and arrangement within store. - I - — — — — ,-. — — — — -� I < 2 � • 3. Design toads: - c — — _ .1 r _ — —' tu > I I 1 1 2 Level Racks 4,000 lbs. per level I i tu I I W I 4 Level Racks 1.500 lbs. per level _ _ j _ — _ _ x ( ! ) s Hyper Maxi Shelves 240 lbs. per level (...7:_-__ — _I r — — — 1 1 � `� � ) 1 Interior Gondolas - 8 pcf hand stack storage I 1 i.J I —i Maximum 200 lbs. per shelf 1 ii. r� r �� I — -� Perimeter Gondolas -15 pcf hand stack storage - Maximum 300 lbs. per shelf 4. In seismic zones 0-2, the gondolas and Hyper Maxi units SIDE FRONT SIDE FRONT maybe anchored using a single anchor located at the HYPER MAXI RACKS - TYPICAL GONDOLAS mid point of the base (chill hole as required) rather than at each end. Other anchorage details are unchanged. (INTERIOR ROWS) - (INTERIOR ROWS) 5. All units are designed as free standing. Attachment to (MAY BE SINGLE OR DOUBLE SIDED) existing buildings or adjacent walls is prohibited unless specifically shown on the installation drawings. 120" 42" 120" 42' Regular Regular \ - _ .. - \ 1 ' - - BEAMS BEAMS Min. PHB35 o Min. PHB50 c . T / ? � 60" °r Ir ii _ r FRONT SIDE FRONT SIDE 4 LEVEL RACKS /T"\ 2 LEVEL RACKS T - RECEIVED TYPICAL ELEVATION v CITY OF TUKWILA TYPICAL ELEVATION ��' WAS OCT 0 6 1995 � 04 • ,tit, er �� • .� - •lC - PERMIT CENTER �`re '% -' \ DATE 9 4-''`` J PE -ER S. HIGGINS 8 -1 -94 OFFICE MAX 'c z :z '�' p J.,* A D ASWOC1ATES • 1 � 1AT V" 6 C PS , " r / 8TRUCTUa'AL ENGINEERS °RAC' MADIX STORE FIXTURES Dr � S . ,• � .7 -- � � X1225 -F Nt3A?f:I PACIFIC AVE 1U .i • GL CA \ -c ° \. ° q ; 93.202, 8;11- 549 -00 1 , Min TYPICAL INSTALLATION \l\ ` EXPIRES- ' u — CO q°{0� T S F I ) G f S� / AaE 2 G H f �� / WE7 IG Y CO ONLY ARE vALIDFOR APPROVED STANDARD DETAILS At U ING P ILOT PPLtC1iTtON OAAwgvG P. H. ' C yli 1 ". 4 5T Bar sic ACROSS THIS BLOCK F . - "R1NTEO ON NO. 1000H CLEARPRINT • ( 1. \ _ �, • - 1.35" 4 details of•the Main structural ele- ous secondary and non i (Z.7_17:: _ 011.111.11. mitred for clarity. LAS BASE ANCHORAGE - RE n /� X_ iSEENOTF 1 ' .A O.TAAE STANDARD DETAILS Vi •' EO ACROSS BLOCK s ! / iN, GENERAL NOTES - 4 .1.35" / 1_ This drawing shows standard details of the f gondola product line only. Main structural eie- . • menu only are shown- Numerous secondary and non rrow Z " % mil, ( — — — — — - -- -- 2 i / structural components are omitted for clarity. — — — See engineer approved installation drawings (same Job Number) for components used. special .— - details. arrangement. dimensions, and site spe- 1 8 ga = - - -- — , fa� cific information. o p LO — - O — - 1 _ 2. The installation drawings govern over this draw - � (aio, this drawing I (�j — NP--• ing. wing applies solely to fix - -- cures regulated by Building Code (normally X96• � _ — — to the top loaded level). - 3. MATERIAL 62z6 "' 7 i Grade steel -). A570 a Grade 40 It A 0.1 2 1 - ) - �. — — - — — fl min. 0.16 Welding Electrodes -AILS E70 -Yx (all welds • : - _ - -� - -- single pass fillet welds designed at 50% stress 1 ■ I levels) EzpaasionwAaeholt (ICBO RR 1121.56. 44662 ) ed types. e.g. POST SIDE FRONT ITN Ramset/Red Head JS type (ICBO RR *1372) Gunnebo Taper -Bolt Sup -R -Stud (ICSO RR *3219) (FY = 50 KS!) �J Embedment shall be minims SY Bolt Diameter. 0 Other siit2T*T anchors may be used if ICBO approved. The TYPICAL ELEVATIONS anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. 4. Bases shall be anchored in the manner shown in detail S. 1/4" SPOT Turnbuckles: Alternate direction of turnbuckles along each line as shown. Single sided units WELD typ 18 ga SHOE • shall be anchored at the front (using the ` t existing hole at the end of the shoe), and at the rear, within 2• of the post (drill holes as _ir- ) • A 1 / \ required). Double face units shall be anchored at the front of each face (using the existing hole in the shoe). Shoe Type: Replace leveling screw with assembly • N • 2 shown. Fasten to slab using one of the anchor I O types of note 3. Single sided units shall have V) an anchor at the base front and post. Double sided units shall have an anchor at the end of each base. 'a. • • � ' Slip On Type: Slide plate over leveling screw i=i � � i • and anchor using one 3/8" diam. expansion anchor / p 4.40,?./. l 1 • per note 3. Single sided units shall have an 11 ga BRACKETS at the base etxt and post. Double sided ! I fx units shall have an anchor at the end of each • - �� S' 1110. NS, FS, typ base. /` • 00 isusE - HOLE S. Unless noted otherwise on the installation draw 4 HIBASESHOEAT c` W AS 14, . ings. the allowable soil bearing value is 1.0 �1I0•POR[i(FRONT • 44;) OO r ' L BASE SHOE TYPE �_��TO awl • `r ��' � p � Cl lla= R] - : )�z- •' BASE ( HOOC A710 VI y ±Y.J+ Z • 4" - roD O AT EYE( t C ,. -‘ . (1% • 0 Z6203 T —� rF tat SfONAL RECEIVED CITY OF TUKWILA Q ' • i 3/8" 0 :tr. 411,_ —.2.-0 ..... .... ID . --� ° '; • ; E JiWRES- -Zl- q 0 is • ° PERMIT CENTER ■ � - ' F es$ " typ i 1 13/16" � OCT � 4 1995 TURNBUCKLE TYPE PETEFhS. HIGGINS 7 -26 -94 MADIX 1 i -1 AND i4SSOCIATES i 12 ga (0.105") Bar -- �� USE MIN 1/4" STRUCTURAL ENGINEERS 7116" Dian. Holes EXP. ANCHORS 1225 -F (PAC)Fl .VENUE S TO RE FIXTURES _ I IV ALE, • • 12 ■2/ SLIP ON TYPE BASE ANCHORAGE �N 'e - 54••. CHECKED/ // jii W e DE - N q - FI . , oD FOR NLY. GONDOLAS S ( SEE NOTE 4) � T MGR Of/lY ARE U , E 11 INOPER A GTm DRAWING P. H. STANDARD DETAILS 1 MUSTAE !i"ED ACROSS BLOC[ .i S 17 °RINTED ON NO. 100014 CLEARVRINT . I ` \ \ / '... 1 1" 0.75" 1.70" 5 4 details of the top - r to Drawing $X -1 for � 40 - N . m doles. Main strut- ���••• -• ►������ D i u. an. Numerous second- 4?; ' ; ; 4: :4; ♦� V. 0 a : , i 0.50 " 1 —_ ' ' s,L molts are omitted , , `4 ♦ ♦ ♦ ♦ _ S ` _ _ — _ ( _.�. *roved installation - ° , • - y 0 co I M ) for components used, c >• ; r t 1 1 t, dimensions, and co > ; N Si 518" PARTICLE ' — / /��� V -,�\ \ - - - -- 0 __ t �. /. I IJ I. _ _1 f ti t Quern over this draw- _ _ BOARD SHELF ` tr ies solely to fix - tD s ; •M' _ _ -- �� ---- '� -�I Code (normally >96" ICI N. s A =0.30 sq. in. ` - -- �- - -- •d• t 0.50" � r m;n =0 in. __J - -- t MO . r ---- _, 1 _ -i D-xx tall welds POST i ......< ; ' signed at SOx stress S =0.34 irt (Std); 0.53 in (H.D.) (14 gage) ADJUSTABLE he installation draw- SIDE LEVELING FOOT FRONT Bring value is 1.0 BEAM 0 (16 gage) • TYPICAL ELEVATIONS 0 tYP 0.09 Tack Weld ' ' @ Notches ( Upright Face 1 _ 4.22" � ( 0.121 " PL • I " 1" 1" • ( i 1.72 1 1 114" BOLTS • i It % 0.09 Ea y 11- II S . I MIZIO • 1.25" • I i i 0.09 r 0.09 1.63x12 ga Bent PL Notched to Clear Arm I S • ' BASE SHELF I 0.09 M in. 1 /2 effective throat 3 Hook Conn. ; POST • • hooks engage post holes Shown for clarity , j 2 Hook on Std. Bm. IiGHT CONN. 6 BEAM- UPRIGHT CONN. 5 'A-t-141 � ' d w ti r k 16' 6 ):- �' . . � BEAM- COLUMN CONN. 4 crnrn t I t . POST TO BASE CONN (0.121' PL) . *%1 4P Oj► (12 gage) - (12 gage) 4i) c e -- ain OCT 0c 1 -�`� . , . � PERMIT CENTER 2 aims �9�� P R.S. HIGGINS 9-19 -91 MADIX sob/ si i s ' uf° TE _ _ t a O S �TRU • Eht(l3 a S - Drawing t 5+ os V? UE STORE FIXTURES g L»- z1 a '=' ,-. = / ' HYPER MAXI EXTENSIONS MX -2 lg - 4 : . �. , . ,y. .. „ " P " H . STANDARD DETAILS "LILT; ” : L ... ,_ .�oac T. I 1 GENERAL NOTES 1" 0.75" • 1.70" ® 4 a, . 1. This drawing shows standard details of the top -� � v shelf components only. Refer to Drawing MX -1 for . 'details of the supporting gondolas. Main strut- - / ,������ � � ��� rural elements only are shown. Numerous second- ›.- : i ► : : +�+••� - 0 .6 9" • i M. % " . l! -- 911 7 i A.t. ∎ •• * • 1 i 0 - - -- ' dry and non structural components are omitted 1.. :; 1 � � � � ■ � � � � . _ — — — - - F l , for clarity. See engineer approved installation Ca 0 : / 0. 50" to 1 I drawings (same Job Number) for components used special details, arrangement, dimensions, and 03 > : e � _ - -- - -� ( , - site specific information. i) CD ; 5/8 " PARTICLE — (n m -- • 2. The installation drawings govern over this draw- = 2 ; BOARD SHE r ' i 6 l , _ I - -- -�,- - - ing. UND, this drawing applies solely to fix - CO - — — - -- I� -- -��--- tures regulated by Building Code (normally >96" to C. ; - -- r — � to the top loaded level). - (;,� " A = 0.30 sq. in. _1 I - - -- I • 3. MATERIAL dam"- / � 0.50 rR,i = 0.68 in. —_ i 1 __ Steel - ASTM A570 Grade 50 LINO � _ r �� f Bolts - Grade 2 LINO I i i Welding Electrodes - AUS E70 -XX (all welds POST 1 i j f' single pass fillet welds designed at 50% stress levels) S =0.34 in (Std); 0.53 in (H.D.) (14 gage) ADJUSTABLE 4. Unless noted otherwise on the installation draw- SIDE LEVELING FOOT FRONT ings, the allowable soil bearing value is 1.0 BEAM 0 KS . 116 gage) • TYPICAL ELEVATIONS Q • typ 0.09 1 . i . Upright Tack Weld ht Face p g 9' @ Notches II Upright Face ' LI I 4.22" IK 0.121 PL f ... 1 1.72" 1" 1" 1/4" f I I H $ 0.09 �� 1.: i if , lt,,, IO W" 1 ► 0.09 MEM 1 / 0.09 / Load Arm ! Similar to 2 /MX -1 1.63x12 ga Bent PL I S ; BASE SHELF Notched to Clear Arm 1 0.09 Min. 112" effective throat 3 Hook Conn. • • hooks engage post holes Shown for clarity ` POS _ _ 2 Hook on Std. Bm. S • • Z y • - STRUT - UPRIGHT CONN. 6 BEAM - UPRIGHT CONN. wait ' -- BEAM- COLUMN CONN. a cm of lcow 11R'OST TO BASE CONN 0 (0.121 FL) g � ca O � '4' ( i2 gage) � _ (12 gage) 14 ice, z I� . g 4 ram - �� PERMIT CENTER • \sio 2a7A3 nAL. � * P R'S. HIGGINS 9 -19 -91 MADIX SA � MID . « TES I Sf gU • • E ■ - -- . s� �, �E STORE FIXTURES �_ I • • 12'2 °`°`ID HYPER MAXI EXTENSIONS o .. x ohtr u vow saR le -' ss . nT . :.. �„, STANDARD DETAILS 11 x 17 PRINTED ON NO. 1000H CLEARPRINT • / ti Beam Details and Properties Post Details and Properties - (units: inches uno) (units: inches uno) o . (all properties net section) l , NT I Type A B d t s I Standard 3.56 0.074 0.35 0.68 I t Y D A s i S r r $ O 0 Heavy Duty 4.87 0.074 0.55 1.45 ar 0.074 3.00 1.50 0.36 0.28 1.15 0.60 3 PRB35 3.50 2.13 0.75 0.074 0.89 1.63 y " 0.074 3.00 3.00 0.57 0.58 , 1.26 1.15 ,\/ - -\---- PH835 3.50 2.13 1.63 0.074 0.87 1.59 PRB50 5.00 2.13 0.75 0.074 1.44 3.74 II � PH850 5.00 2.13. 1.63. 0.074 1.40 3.65 IIOI PRB60 6.00 2.13 0.75 0.074 2.04 6.30 D J PH860 6.00 2.13 1.63 0.074 1.96 6.06 /_____,, PRB= Pallet Support Beam Type w , i C 0 1.31' f�314' t % /////////////////////////////////////////////////// details of the rack ..4--,, / O / / / / / / / / / / / / / / / / / / / / / //J7 / / / //. approved weer instal- S d filian.5-COLUMN FRONT SIDE 0 gement, dimensions, A A Dimensions and Properties amber) for es xI.t i TYPICAL ELEVATIONS wern over this draw- , 1/2 8 +" 1 (See installations drawings for specifics) Pallet Support Display . BEAMS Dimensions and Properties in (1 pe 3/8 r po Anchor 1/8' Max 2' Will ) -XX (all welds - s t) :igned at SOX stress FILLET WELD R� approved types. e.g. !I-}' i A.:MOwry� .1 i / y • .__ -- --- _ )e (ICBO RR #13723 i + S i �t • Mud (IMO RR 113219) i j ' _ iX Bolt Diameter. ! O� - I J I L I t. used if ICBO approved. The . /LL 2.5- _ �edaerlts shown on the - 7' over the sizes shown on l ! Min 1 /2' Anchor i squired unless noted ,t STANDARD (2 per post) • FOOT PL. See installation dwgs. for custom sizes • installation O ; ( i- I„ S • S. � j (1/41 SEISMIC F OOT PL. l bearing value is ! � � W J Q . (3/81 1.s typ <1= <1= j :� ,�*o O _%.":4" BASE PL 3 - , j � t 9 2. tP':, Types and Dimensions i • 3 Pin I 01 lr 1. �' Standard � 28203 RECEIVED (DI i I SECTION '4E CITY OF TUKWILA IOIVA BEAM- COLUMN CONN. ( i. 1 'I: ExpnEs. Via. -z1 -''c0 P ERMIT CENTER (Rivets 7/16' Diam.) , _ 4 / P TER HIG±� ' S 1-oKrE 8 -14 -93 MADIX STORE FIXTURES Thes SSO6 STR AL EiVGI1 RS DRAWN RACKS Drawing # 122 - PA�C IFl�:'/.t�� UE 13 1 X 72? 7' INCH CENTER PUNCHING X1/1 X - 5 u NIG�'ERMI r A • TON. o '�`0 STANDARD DETAILS SIGPS CO0.' Y ARE VA FOR sr aI A • • THIS &OOC P . . ____ , . .... ,... T. . . . .. Beam Details and Properties Post Details and Properties . trtl6aa (units: inches uno) (units: inches uno) .. 1m - 1 � ALL i_ (all properties net section) I , . dtL j Type A 1 8 d 1 t s , I c Standard 3.56 0.074 0.35 0.68 Ty t Id D 5 r r fi EIJ 410 As x x v Heavy Duty 4.87 0.074 0.55 1.45 Regular 0.074 3.00 1.50 0.36 0.28 1.15 0.60 BRACING 3 PRB35 3.50 2.13 0.75 0.074 0.89 1.63 Heavy 0.074 3.00 3.00 0.57 0.58 1.26 1.15 ..s., Dimensions PH835 3.50 2.13 1.63 ` 0.074 0.87 1.59 - ti PRB50 5.00 2.13 0.75 0.074 1.44 3.74 PHB50 5.00 2.13 _ 1.63 0.074 1.40 3.65 l i fii2) . PRB60 6.00 2.13 0.75 0.074 2.04 6.30 D • %-� O PHB6 6.00 2.13 1.63 0.074 1.96 b.06 1 PRB= Pallet Support Beam Type W 1 , 1 c It 0 GENERA(. NOTES t• 314 t - 1. This drawing shows standard details of the rack . 1.31' � a % / 1////////////!/ / / / / / / / / / / / / / / ///l / / / / / //// / /// product line only. See engineer approved instal- 1 COLUMN � lation drawings (same Job Number) for components 1 d F RONT used, special details, arrangement, dimensions, A Dimensions and Properties - and site specific information. - t w 2. The installation drawings govern over this draw- __-_ i t 2. TYPICAL ELEVATIONS Ina B f ._ 4 (See installations drawings for specifics) 3. MATERIAL Pallet Support Display • Steel A570 BEAMS T Beams and Clips Grade 50 Posts Grade 40 Dimensions and Properties n3/8" Anchor its. tic 2 . typ Velding Electrodes - AIlS E70 -XX (all welds (1 per post) single pass fillet welds designed at 50% stress levels) FILLET WELD re . 4. Expansion Anchors shall be ICED approved types. e.g. 1.4,. AS : Mow$ � . - -. - -_ Hiiti Kwik Bolt (MO RR #2156, 4627) i 8 , _ ,__ • • ITV Ramset/Red Head JS type (ICED RR#1372) � + Gtssrlebo Taper -Bolt Sup-R -Stud (ICED RR #3219) ,Ii �� �_ . ) Embedment shalt be minimum 5X Bolt Diameter. 1 O , s I.-- i J �s Other similar anchors ma used if IC60 approved. The />i i 25• - anchor types, sizes, and embedments shown on the • installation drawing govern over the sizes shown on I ' - F- !�, - T this drawing. P ! i STANDARD ism 1/2 Anc Specie[ inspections are not required unless noted - • - P P on the installation drawings. ; i ; FOOT PL. Sae irutafiation dvtgs_ a cu 5_ Unless noted otherwise on the installation ( ;, S. I, • drawings, the allowable soil bearing value is OF WAS'' (y jf • 13187 1.0 KSF. . .... Iva � &� 'lb ,rj'' . . . BASE PLATES FOOT P1 . 3' ; I ' • it - ~ - %..: O tp : - Types and Dim wo " :.' . O 7"..:..t (� lr aY � 3 Pin `/ -` -1 r", RECEIVED Standard _ 28203 0 J 0 I 5LC i IO N • `, CITY OF TUKWILA TONA - G u 1 BEAM- COLUMN CONN. 1 1 '1 etpiRes. 5. - zi --q(o PERMIT CENTER (Rivets 7/16' Diam.) /--\ I ' , . I - 4 DATE S. HIGC ¶?JS 8-14 -93 MADIX STORE FIXTURES • /173E R --. A A i , J I .RUE STORAGE RACKS i G j :1:1.9 1,72/ ° -�'_ 2 INCH CENTER PUNCHINGl 1Nal 1 > ESI 4E cO- W„ S'"` "' • ' " GN . AREVA - c O APPWCVED STANDARD DETAILS 1 NFT S D CODS • '1Y ARE VA FOR uus "it°° A A - TH ISe4.11 P H 11 X 17 FI ONTEO ON NO. 1000N CIEARMtNT • �1 • • MAX 24' ' MAX 96' b. ails of the rack. ` v } 1' a stion only. See I I X MAX 18' MAX 48' is (same Job Number) I I -01---► . ions, and site specific v MX1,MX2.MX -5, for - - - -� - -- I ' 1 II S 1 ' ry be smaller (most are L1 m t I t il q }. See engineer `— — — _ _ I _ _ — — —' X I qI ' I (same _JobNumber) - -- Q ---- , .,- - -- it .1 x a in store- ____ ___ y 4 ____„` - - -- 1'1 21 -' 1 - ` -7_7_7_=:11:1-_-.7_--. — r - - -, j 1 I w > 1 1 a II = I I W __ _ L _ w t ) lave) ` - - - -- N � d stack storage , S and Hyper Maxi units SIDE FRONT SIDE FRONT nthor located required) attthen - HYPER MAXI RACKS _ TYPICAL GONDOLAS 0 I (INTERIOR ROWS) (INTERIOR ROWS) [ i ails are unchanged. tc (MAY BE SINGLE OR DOUBLE SIDED) ! ding. Attachmetachment t to 33 s is prohibited unless • i on drawings. 1 120" 42" 120" 42" I Regular - Regular \ ... - - \ .. . _ I 3 BEAMS BEAMS Min. Pi o Min. PHB50 0 / .--. I a 60" ) f I / — °T T T I T FRONT SIDE FRONT SIDE I 4 LEVEL RACKS - 2 LEVEL RACKS - TYPICAL ELEVATION TYPIATION - S 11100.1 CITY OF (LIKWILA � oF was yE, ff — . OCT G 6 (9,95 • "":;-:;;;:t.! ' ?Y :,'i � L PERMIT CENTER r k' 1 ,,_� �' DATE Job # \ <4 PE 'ER / S. HIGGINS 8 -1 -94 OFFICE MAX a ' � ' j s � �, AND ASSOCIATES V } u ' �- >r='� - U RAIL ENGINEAS `Sar tyy ^. mThA9FA9ENUE E2 IV! A D I X STORE FIXTURES Drawing # y { '-ei \l , TYPICAL INSTALLATION ALM FOR ger I °•• 4/1 A - s ' 1 STANDARD DETAILS Rs c A cf i, , -s mocK P . H . 1 - / V r GENERAL NOTES �__MAx 2a- . MAX 96" 1. This drawing shows standard details of the rack, Q Q e r �L I gondola. and "Hyper Maxi" installation only. See a 1 MAX _ _ � engineer approved fixture drawings (same Job Number) I I a ( MAX 18 for location. arrangement, dimensions, and site specific _ - - -('� �_ -- - information. See Higgins drawing MX -1, MX -2, MX -5, for 3 ~ l I 4 i 11 1 component details. 1 1 1 4 2. Dimensions are maxima. Units may be smaller (most are ( 1-1 1 (1 M 1 s 96" high and exempt from permit). See engineer --- - •- _. - I- - - - - x I - -. 1 ! approved fixture location drawings (same Job Number) - - •• a -1 - ./ - - - -it t_I q _ for location and arrangement within store. _ _ In 1 -1 - - - - -` - - - - i rI - I �� 1 3. Design Loads: - `- - - - 17-7- w I t 2 Level Racks 4.000 lbs. per level 11 2 I I w 4 Level Racks 1,500 lbs. per level ( -- 1 L -- fb I I N • �--� 1 Hyper Maxi Shelves 240 lbs. per level -' - - - - - ' Interior Gondolas - 8 pcf hand stack storage — I 1 I - I Maximum 200 lbs. per shelf � 1. 14 T 4' .-- . Perimeter Gondolas -15 pcf hand stack storage - Maximum 300 lbs. per shelf 4. In seismic zones 0-2, the gondolas and Hyper Maxi units SIDE FRONT SIDE FRONT may be anchored using a single anchor located at the - HYPER MAXI RACKS � �- TYPICAL GONDOLAS 0 mid point of the base (drill hole as required) rather than (INTERIOR ROWS) (INTERIOR ROWS) at each end. Other anchorage details are unchanged. (MAY BE SINGLE OR DOUBLE SIDED) 5. All units are designed as free standing. Attachment to existing buildings or adjacent walls is prohibited unless - specifically shown on the installation drawings. 120" 42" 120" 42" Regular Regular - \1 -- • { BEAMS BEAMS Min. r ^i,335 - Min_ PHB5O N cs D. 60" ?.. - / / - Cr) I f r { I [ FRONT SIDE FRONT SIDE 4 LEVEL RACKS 2 LEVEL RACKS 0 ' CQ, TYPICAL ELEVATION TYPIEELMATION S • �J CITY OF TUKWILA l . ' . �. }�- C 1 ' F - - _ _~ PERMIT CENTER \ r '� i PE DATE /ER,S. AIGGINS 8 OFFICE MAX .1( t '�', p - . "" AND ASSOCIATES " s U URAV ENGINEERS °H "' _ a: .. _ - 25r ORTH AaFICA uE MAQIX STORE FIXTURES ©, I 0 I ' ` . C EN DA ' CA • -20,7 c acFn � y r• 8 , 9 -0 II _ ,_- TYPICAL INSTALLATION I i • 1 Ex?riEs. 3 - � -rim . { f ; y - G AND ES • AA OrfRIGHr. i off - 1 t G BE D`O 4 osAt S ° � °'P"H° STANDARD DETAILS S � . "A'NTEO ON NO. 1000N CLEAAORINT • / �/ • -- 1.35" 4 (culls of the tin structural ele- is secondary and non 2 "' (— — — — TUKWiLA r. • •-E.:3 t. o i EXPIRES.5 —ZI - q(70-1 • j j a PERMIT CENTER �i �+a ' _ nr.T — 4 19 gS - GT / \ TURNBUCKLE TYPE P ER +. HI ( OATS 7 -26 -94 I MA yob # ASSDCLTE 1963 Bar USE M 1 !4" TR A "" loses r EXP. ANCH ORS 22 - ,, . � . L PA , IC A ENUE RAL E GIN RS °"" STORE FIXTURES .Drawin # iPE T / i 57 DALE. • 912 2 °�" GONDOLAS BASE ANCHORAGE •R4 c • a x . , ,, . l X— 1 • (SEE NOTE 4) "` s PER c • Y oi , Y : P H STANDARD DETAILS I 4 GENERAL NOTES 1.35 " � This is drawing shows standard T details of the s / gondola-product line only. Main structural ele- ments only are shown. Numerous secondary and non n /� _ _ il • structural components are omitted for clarity. 2 % ) _ _ _ _ _ 2 See engineer approved installation drawings (same Job Number) for compoaenrn used, special -- details. arrangement. dimensions. and site spe- 1 8 g a = ' - - - - - csfic information. - - -' - - ' P _�� � 'V 2. The installation drawings govern over this draw- ' img. ONO. this drawing applies solely to fix- tares regulated by Building Code (normally X96" N ( — — — — to the top loaded level). , 3. M7LTEIaAL ARM GI 622sca ► A. 1 _ _ _ _ v Steel - AsTlS A570 Grade so ONO it = 0 -- - -- — ) 1 Bases and arms Grade 40 min. 0.16" =_____ --- Welding Electrodes - AKS E70 -KX (all welds - f ' • single pass fillet welds designed at 50% stress 1 I - levels) _— — -- � £:mansion Anchors shall be ICBO approved types. e.g. SIDE Aft Silt( Kwik Bolt (ICBO RR #2156. 4627) POST FRONT ITit Ramset /Red Read JS type (ICED RR01372) Gunnebo Taper -Bolt Sup -R -Stud (ICB0 RR #3219) (Fy = 50 KS1) Embedment shall be mini:mom 5X Bolt Diameter. 0 Other similar anchors may be used if ICBO approved. The TYPICAL ELEVATIONS anchor types, sizes. and embedments shown on the installation drawing govern over the sizes shown on this drawing. 4. Bases shall be anchored in the manner shown in detail 5- Tuuckles: Alternate direction of turnbuckles 1/4" /4" SPOT ^.b along each line as shown. Single sided units WELD typ - 1 8 ga SHOE shall be anchored at the front (using the existing hole at the end of the shoe), and at k n t the rear, within 2' of the post (drill holes as / \ required). Double face units shall be anchored �: ! at the front of each face (using the existing . hole in the shoe). hown Shoe Type: Replace leveling screw with assembly • N ! • s. Fasten to slab using one of the anchor • types of note 3. Single sided units shall have - Cr) 0 as anchor at the base front and post. Double - sided units shall have an anchor at the end of • • each base. Slip On Type: Slide plate over leveling screw {_1 and anchor using one 3/0' diam. expansion anchor �') / �• per mote 3. Single sided units shall have an Pa ob i ' anchor at the base front and post. Double sided / 11 ga BRACKETS units shall have an anchor at the end of Parh bane. �' v W lip: t>� . NS, FS, t S. Unless noted otherwise on the installation draw- t / BASE ASEESHOOEE C O I :. ings. the allowable soil bearing value is 1.0 (fliCNT �✓ ,�� �Q �! �� '�► F r� i q � ton KSF. BASE SHOE TYPE ^ ` VA' OA AND ETE rz �+f :.'' 2 Y° ` J BASE \ 3 TURN J TURNBUCKLE '• (MONO AT F(E) $ •411-72 " v 4 - z2o3 $8 . (-` _. 0 t?' = -4 L— cat ` l ��� CITY OF RECEIVED �1 l ,.� T SF ONAL ' - C • 3/8" • <F� 'L- ., e.° • • ,' r., - _ - n. r r 41.70::: n c EXP)RES. -�--� I tO • — i Q U o ° • ° • ' PERMIT CENTER +. /8" tYP _ 1 , [iCT — 4 1995 13116" 1 1 DATE f _ TURNBUCKLE TYPE P ,TER 4.. HI,GGINS 7 -26 -94 MADIX 12ga(0.105 ") Bar �—� � � �� USE MIN 1/4 TR A RAL E . 31N RS °a'"" — SLIP ON TYPE 7/16" Diam. Holes EXP. ANCHORS 22 -F ; = sa -5a PA IC A ENUE STORE FIXTURES t 1. DALE. - 40,2 O'2 z�z GONDOLAS : • I BASE ANCHORAGE LW !N G ,SEENOTE , G RO Q Y :per �- H STANDARD DETAILS •i . mus Sn A • .S S BLOCK z 7> °nINTED ON NO. 19OON CLEAAPIIINT • 1 ' / /Y�� \\ f 1" 0.75" 1.70" 4 ' I 7:: . details of the top a� r to Drawing MX -1 for ondolas. Main strut- . • sin. Muaerous second- ? S �� • i V. . 0.6 9" ; ' i 1 " - — onents are omitted S 0144 y , , , Y 0.50 ( - - -- 1,.. .,4:z: y . { ) pproved ins c3, 0 ; , , 0.50" 03 I ( ) for components used, • >- ; / N — - - - , I I I t dimensions and to > ' Cr) m — _ �- _ _ _ _ 518" P r ARTICLE 6 l 1� _--- , / -- -- FI Quern over this draw r = BOARD SHELF :. - -- i� 8 — ies solely to fix- tD - , _ _ _ __ •� - - - 1 / - - -- h (normally >9 Code (no6" to _ _ — — - - - 1 1 0 11 1 t"i al- i ' 0.50" A net = 0.30 sq. in. f-- -, 1 1 1 d; i 1 's _S r m;n =0.68 in. __ J i 1 - 0 - (alt welds POST It ,� ;' �� 0-30C signed at SOX stress 0 S =0.34 in (Std); 0.53 in (H.D.) (14 gage) ADJUSTABLE he installation draw- SIDE LEVELING FOOT FRONT Bring value is 1.0 BEAM 0 (16 gage) TYPICAL ELEVATIONS 0 t/P 0.09 : - ill 1 : Tack Weld Pr @ Notches 11 1 Upright Face kil 4.22" • 1K 0.121" PL • -. 1.72" 1" " 1" " 1 - . , ; �. ...�. 1/4" BOLTS f II I 0.09 111 I. ii F 1.25" , t I 1 . , 1 11 % 0.09r 0.09 i / rig' - i 1.63x12 ga Bent PL � i Notched to Clear Arm 1 / BASE SHELF { 0.09 Min. 1 /2° effective throat 3 Hook Conn. I POST • • hooks engage post holes Shown for clarity J 2 Hook on Std. Sm. �' LIGHT CONN. 6 BEAM-UPRIGHT ^ w& 6 BEAM- COLUMN GHT CONN. •� � p � . k �, f .A r ' CONN. a RECEIVED POST TO BASE CONN 0 , (0.121' PL) f.1 - .c. 3 (12 gage) CITY OF TUKWILA - (12 gage) co, w -,v .----- \ OCT 5 • - &el �9�� PET HIGGINS 9 -19 -91 MADIX Jcb+� SIGN � � ' .; . ,, - . ' `` _: STORE FIXTURES era 22 F • P C1 FIC T : E 1 EXPIRES. 3—� r ' 8 ' 8.: 0 7 °-- HYPER MA EXTENSIONS Y BC - MX-2 1 �, • ' w P H . STANDARD DETAILS '1�T9. "�*�ff iwsxoa T. .. • • GENERAL NOTES • 1" 0 --0 - 1.70" GI �� 1. This drawing shows standard details of the top shelf components only. Refer to Drawing MX-1 for 4D details of the s rting gondolas - Main strut- i ,�� � �� L ' tural elements only : are shown. Numerous second - >' % �:�i�:9; 0.69" " _— ! ' • ary and non structural components are omitted +- ,► •�i• � • • • • ;• .I..• . - for clarity. See engineer approved installation -te ; • 0.550" oo I c dr awings (same Job Number) for components used, _ >. ; T3 fi n special details, arrangement, dimensions, and co > ; r- t_ - -- - - -� ! site specific information. (n m 5I8" PARTICL — -- I 2. The installation drawings govern over this draw- s • = ; BOARD SHELF Y . . S. (6) - g !'1 [ — — — ing. LINO, this drawing applies solely to fix- CD c _ l — — ) 1 tures regulated by Building Code (normally >96" n , — _— A = 0 sq . in . ` —' i to the top loaded level). - t** MI- ; , 0 ., net - - -- 3. MATERIAL '.... .50 I' in. J i Steel - ASTN A570 Grade 50 UM / — — Bolts - Grade 2 UIiO Welding Electrodes - AWS E70 -lot call welds POST 0 1 1i -- single pass fillet welds designed at 50Z stress -, = levels) S =0.34 in (Std); 0.53 in (H.D.) (14 gage) ADJ USTABLE 4. Unless noted otherwise on the installation draw- _ SIDE LEVELING FOOT FRONT ings, the allowable soil bearing value is 1.0 BEAM KSF- (16 gage) . TYPICAL ELEVATIONS (I) tYP 0.09 ' Tack Weld Upright Face r @ Notches H Upright Face Lui 4.22" ! L l I� 0.121 P : ! 1.72" 1" 1" = 1 /4" II ; 0.09 L a II S ' y , i , S MIZIE i 1.: 1j— - L. X11 IN . 0.09 0.09 -,...ml '� 1 1 iller Load Arm Similar to 2/MX-1 1.63x12 ga Bent PL ; i BASE SHELF Notched to Clear Arm ! r ! M in. 112 effective throat 3 Hook Conn. ; POST • • hooks engage post holes Shown for clarity 0, ; 0.0 2 Hook on Std. Bm. WIWI", • CONN. BEAM ^ ' 1 As �� "- BEAM- COLUMN CONN. a POST TO BASE CONK 0 STRUT-UPRIGHT 6 GHT CONN o� w - k�-T , - RECEIVED (0.121' PL) .� ' • ' - ; aA C f I1 ( 12 gage) C ITY OF TUKWILA - (12 gage) 4 1 / ; PFRA41T (' ITCR % flsm P EER + HIGGINS 9- 19 -91 MADIX N'd' �F l S STORE FIXTURES � -' ' P pFIC� E r� .h CA 91 , o�eccm I E> 21 8 --- HYPER MAXI EXTENSIONS �� -�° - P. H. STANDARD DETAILS 11. 17 PRINTED ON NO. 1000M CLEARPRINT • i • L/ 1 I Beam Details and Properties Post Details and Properties - - - - - (units: inches uno) (units: inches uno) L r (all properties net section) Type 1 A B d t S Ix Standard 3.56 0.074 0.35 0.68 Ij,I t u D A 1131 r Illgi $ O 0 Heavy Duty 4.87 0.074 0.55 1.45 0.074 3.00 1.50 0.36 0.28 1.15 0.60 I 3 PRB35 3.50 2.13 0.75 0.074 0.89 1.63 Heavy 0.074 3.00 3.00 0.57 0.58 1.26 1.15 ,'N.. ` \J \ D' PHB35 3.50 2.13 1.63 0.074 0.87 1.59 ���- PRB50 5.00 2.13 0.75 0.074 1.44 3.74 , PHB50 5.00 2.13 , 1.63 0.074 1.40 3.65 I_____9 PR860 6 -00 2.13 0.75 0.074 2.04 6.30 . D PH860 6.00 2.13 1.63 , 0.074 1.96 , 6.06 _ - 0 PRB=Paltet Support Beam Type IN 1 11 , i C AEI' Mr 1.31' a X f t - ietaiIs of the rack - . %//!//////////// / / / / / / / / / / / / / / / / / / / / / //J7 /!/ /� ,ter approved instal- { 11/16• Ober) for comporler,ts • 1 d 12• Dimensions and 1 FRONT SIDE ent, dimensions, A Properties _ I. T ,r...-.1 t A ELil TYPICAL ELEVATIONS - Tern over this draw- fy 1/2• B -rte + (See installations drawings for specifics) Pallet Support Display BEAMS Dimensions and Properties T In 3/8• Anchor 1/8• I Max r XlC (all welds . (1 per post) igned at SOX stress FILLET WELD :80 approved types. e.g. `!-}' .95 : 1 -I8 4 i (ICBO RRa21372) j I + i 1.--) 8 r • ._ . _� :12:1 (ICB0 RR #3219) Bolt Diameter. , I O j �� _____ used if ICBO approved. The 7r silents shown on the I � 7 � over the sizes shown on I i I ' ! F y., i �. blin 112' Mawr ! 1 ; 1 STANDARD wired unless noted I _ FOOT PL. See installation dwgs for sizes (1/4'1 O� ( 3, S S. g . - SEISMIC FOOT PL. installation bearing value is l - �l (3181 ;1.5 rip 4-., 1 i V����oF w w.skl ti� G'l BASE PLATES a • 3• I yt Q Types and Dimensions ■ �- .2, 3 Pin C) ,,_: �a.e r-. =' RECEIVED Standard O CD SAC T IO N P' �s_ CITY OF TUKWILA TONAL . : n ` ` ? BEAM- COLUMN CONN. �-g - PERMIT CENTER (Rivets 7116" Diam.) �� '� . �� - _ / ■ � OwTE E TER HIGGI,IS 8 -14-93 MADIX STORE FIXTURES ' 1 9 63 D 'SSOCIATES STRU U - AL ENGINEJRRS °""""'� STORAGE RACKS Drawing # 1225- o e - PACIFIC AV • -0012 O'EG`E° 2 INCH CENTER PUNCHING p ,• DES H ARE ••• - HT. `--- / -: S °: PIE ONLYAREVA r OR STANDARD DETAILS �X -5 LLpp PERMIT I •. oRAwew t T \ \ 6 PERMIT • A •- • THIS RAWI P. H. • Beam Details and Properties Post Details and Properties • t:16 ga (units: inches uno) (units: inches uno) L 1 • d Iu ALL 1 1.6;. LSO' (alt properties net section) Type A i B d t S Ix C Standard 3.56 0.074 0.35 0.68 T t Y 0 A 5 r r t O 410 L i Heavy Duty 4.87 0.074 0.55 1.45 Regular 0.074 3.00 1.50 0.36 0.28 1.15 0.60 PRB35 3.50 2.13 0.75 0.074 0.89 1.63 0.58 1.26 1.15 Heavy 0.074 3.00 3.00 0.57 5 ' 111 Dimensions PHB35 3.50 2.13 1.63 0.074 0.87 1.59 , T PRIM 00 2.13 0.75 0.074 1.44 3.74 50 PHB50 5.00 1 2.13 1.63 0.074 1.40 + 3.65 L i PRB60 6.00 2.13 0.75 0.074 2.04 6.30 D PHB60 6.00 2.13 1.63 0.074 1.96 1 6.06 ' ' T'. / i C i PRB� am Type w I allet Support Be _ t GENERAL ROTES 1' 314' I 1. This drawing shows standard details of the rack 1.3,-1 %///////////////////////////// / / / / / / / / / /•U / //� / / / /// /// // /!/. product line only. See engineer approved instal- (tins- COLUMN Utica drawings (same Job Number) for components I 1 d 1 {t2' FRONT 1 used, special details, arrangement, dimensions A Dimensions and Properties and site specific information. T ---- A i TYPICAL ELEVATIONS 0 2. The installation drawings govern over this draw- � i : 12' (See installations drawings for specifics) ins- B ' - ! 3. (MATERIAL Pallet Support 1� /l c Display - SteeB� 70 Clips Grade 50 BEAMS T Posts Grade 40 Dimensions and Properties i n a re - Anchor ire_ Max 2 . RIP Welding Electrodes - AWS E70 -XX Call welds - (1 per post . single pass fillet welds designed at 50X stress levels) rILLE7 WELD • ea . 4. Expansion Anchors shat! be ICBO approved types. e.g. si'. ' � ^%e , ,;; ___ Hilti Xwik Bolt (ICBO RR #2156, 4627) � 1 1 f--�y _ ; • ITY Ramset/Red Head JS type CICBO RR #1372) 1 f �! - �� - % Gunnebo Taper -Bolt Sup-R -Stud (IC80 RR #3219) , _ M ____ _ • # 1 Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if IC80 approved. The 0 � w 2.5- 1 anchor types, sizes, and embedments shown on the ! , 1'. _ 7' installation drawing govern over the sizes shown on I ; I 8 - '1�:. this drawing. 1 tiGn 1rL 1 Special inspections are not required unless noted : I ( 1 !; STANDARD (2 per pos1 on the installation drawings. � ;� : FOOT PL. see installation dwgs. for a O - ,�, S . 8 SEISMIC FOOT P 5. Unless noted otherwise on the installation 1 ;:_._ j- . $ 3 drawings, the allowable soil bearing value is 1r AM 1.0 RCS(. 1 Js r :. i r -.1.5- W P j � � 6 4:, `r0 4" - BASE PLATES 40. • 3' , i - � t p CP Types and Qimensians tYP ' • .�. • • : t 7 ' • 3 Pin 1 0 V '' , --� � �� -#1,,,!::.-',. ., RECEIVED Standard O , �^ 28203 CITY OF TUKWILA S r 0710 N • � tI & issxt� s ; n ; i l - 1 BEAM- COLUMN CONN. 5 j � . -21-q Ca PERMIT CENTER (Rivets 7/16' Diem.) - - itT - 4 tes . HIGGI 8 -1 ETER MAD 4-93 IX STORE FIXTURES D • SOCRATES I STRU TU'AL ENINE RS DRAWN _ STORAGE RACKS Y l F ?UE • TALE •' 2 cH 2 INCH CENTER PUNCHING . - J• . DES ARE .• ' HT. .....PIE' ONLY AREV o R P • G____,- STANDARD DETAILS SRGN . A •• This moat 11 X 17 PRINTED ON NO. 10001 CLEARPRINT • t "nd S H 1, L �,th fir67; er ypM4X" ire ..7 wif•k a a1 baste d„, q Q ... •— • � 4�l � d • A ,,,,4)‘or (Ai .; +be en *0 . M a: 044;c e it. x . i ypor (i.g 1 p ,„0,04.1-.4 . A • . 9 ‘ ' 5 o c5 i. • . .. k kk�� . Pp(' w�� a . ' 0� -� \ . \ � 0 Jl5 `Cj1 Ark eA4k.1 Co Vc. r• $ art. . cor at EKas + W0.lt 5keftliK s an A.0+ fir 10-11 Ale10-S , D pro4- t.ed wi I 1 eta 4 Lt A A ll I' F. is µre a, #...Cheri ,0 4. 7d' P T S €t. I * I `- ii.,.., ► r 1 q e S -P.. r I IA 3: q �. 7 r; n 10u.n ;n SyS�em. � �J (AS Trwl. *ICy' 5. 3 Se... ?0,...e. a, *FG Y t ke. m o v-h41 v‘ 1) o-C Ke.+ (Iv RECEIVED • �� �� f p i —m&) CITY OF TUKWII,A �� t o r,, Y 4 , 71)11‘ek"'' SSa` OCT 0 1995 c.........e... '' �`' Itil ili PERMIT CENTER ,, 0 1 I .G r,41 1/d( .. i ,..•.... r r4 T . .. , ........., - - I - , „,,I.• ••••• r ad i • . 1 IMINIA • • r a , I a • 0 0 ' . o r S i II : I • 1 7 ..... I • t: • 0 • . . Lif 3 * 1 ,. • - . . . . 1 •. . • , • I 1 .. ,. . . ,.. ... . 1 •. , ... , , 1 • . . • ... , V . t I . 1 I . . ' . I I • N I , de ) Pt 6ock.f. 4 a to\ i 0 4 1, , I Ik 4 e,0 0 e rs . *ftr ?t% 6 ° 1 y 1 15 or SeihANo..r G.. i s e 1 0 e s ce.y, iti u.p rlil I , . 1 . 1 : I . . ,,.. . . 4 e, "4.4. l't , . . 4 t . 1 I . . .£ 3 . '.1 /:�•, - . , . s. Pro i 1 t c s w 4C f ` 1 a Fe I i �� - 0(0 t‘ ' . . .. and bct..t..k5" ate 0 tort t Le -f "o-1. b o ' 1 5,0 �. 11 0# ,4Ci' Coals c&re 1To.s! Oar I r� l0 !'S L°, I9r �a�'�. III 1 1 W1 fA I tet 7CiI11 irlit4 eoueeS lie C7 r.,.. oyS r 9 I stiovervt bos en d do ors �.`. 1 �c, c ' p l .. 6 'aC \. . . • . (--vv," • Prolt‘ I t D • r • EIet 'ror+ies Son do log • 01,14.,„„. � s ra► • a i p g k i ,," a • � at e • 4 1% %. --4 I. IP --- .11# • The uqr �q �1 t o ti tower f 5 n o�' u.Se pr q o a S beca t 7.31;v1 ers art ()All used ©h 1' 4e low 30n4Q1- s. Follow a.11 1 54ru�,}�'ons frouided 10144 +Ie 4e ery • • .....r i..' t z ...: *�..:.;..t'r „�,�.....v�w,., u.... .e. —.. ..�an ..._.. -. ,. , .Y. a. nner�w ."+L .v .fvN':v. .•. v. �r.. w{.,.. a•.. i. 4...... n.... w. e. ..r>wn.��..+..n r,............ n++..•.... ... . 'OM° '''. • -• X . • . • H Prot;Q F - .. AT TCP Two MY of room swat, • STANDARD � ,� � � ' T�0 D�CI�i Piles Dux � s otcy . • 7.-----" .: f . .6 t. ,.• 1 111 1 i 1 M Ti 7 4 f �� iTOM SLAMS NOT AT f . a G� - QSI!! ort,Y 9' fi ;;�� r IJ T h t b o. S C tA1 r 1% h f 5 •}” � I 9 'r " P 9 I alfe +t let � G 9C bask (Apr,' it f s • • a) 5 I1+ To p -Par t-{, {,eav to s 71' ais /es s. .5) 4'e sire. -Eo 1014- I y per rr+ax; v ,.Fry+i-s f I ro/Aj f Q bas- c tA. ? r13hi - s. . ti) Fo 110 to a ll the i„,s +'a11a�;or in sh.wC.f,.a „ s pr-ot.).. dt ; . w, tit • i4 e . 11 5 // 11 1 - II 5 � b rom f k 5id t cod 4he i 4 .k e e en+er. .5) De, p p oc h o C tXe + bea 0 ' De i l• I- I a t . A- / tve osar d • • STANDARD HYPERMAXI a t ' Ltue S To p • [ill II o a 0474 - ,. 1 �...�: 'L7i --= ere • 126 • ONe P■e.ce.• f5ks • r r, 1111110w-- ;1 1,011W BEAMS SW SHOWN . Q Tk k rt i S ©h I> Itt. ®• C en+ ciPt te See. rectreylet erm th j � . yP c .�eK , 0,1* ► S o v+ l y Per fl■t k z kes+ posy 47t n , C4t c30,se Shelties aost o b 6 (31/.. 34. r e- `}' o /0 14' . -}- Q }1 u e Pa h fS rou. basic • Kpriil kl`S / ' ./& 5u4-e_ U c arQs b !e& bem • f 0 i -. • . i • Li s'" 0ex.rn EiYt t ►7A GONDOt11 • cra.AIRo M TmT°'' aloe omit Oda PU4 NO( 4110 ` 1. • • 1i is WITCH BEA/4 /CT SICIT#1 AT -• „p c1<MRMI�OIft OP41' • I t3a.si c t� r ��`5 are 54;11 o.t }erra d w i +t '9G -v/0 r. bask. upri h . One p So'1'd topS 1 De-C4■ ct rt3 0. rt 6 ” h Tr0rrl ect-r- S(%d€ and t4te ees4er• 41) 6e, LL t ,�.rt TO �Q I� 1er rnaic� F Toge her ,, +; bo.s;C (..}� f k t e. 5 ure 4-0 u. 5 e Cla. r S roe. f e 1 '� b m S I / 0 1 , ( z . . . .JJ. . Ikea ra... � • •...... , • 0 • 4. t. 1 . • 14 I , ,,„ r .......,,.,„ i.,Y s•• 4 r 10 ' ; ... _ ,r M Ii 1E IN o .IN '- / hue ts 4 f [ .. I . . . b e.. ri, S 0.P I 140 *Se CO 1.0'0ns iw � ; 1°..? • e . H +k 4 ;ee , .g re resen4 &4 *, ;Ast.i.et 7 • btojv rt co r vet -41 10 e•. e d . �e►>> 'e rid Wilk `f Jrp.s' � Ie e l s �a�� f �. � r ,- t0 I 0►s e _ • r- - • rgPT i+ [ .!, tt 1 1 �'•, � � - i r m ho IE v �ehnJ (" Bec*wl kelgkl$ IOtAt3 i beam ;set x, i� 5 5o foo �.1 f 1 r a 6o er, koLs Thep o r •e- 3, 5-n eta.m 3 � ,, #5. (ci o 14)6 r e h e y -rte- 3 vv.. 0 � e I et) /5 D - F 3 S Leant S s a I b "kM k) f - l - - I'd h rOpb�t f - � g , p ot* Stti _ dre p- I S u`•p p ". ,. -- ' Pt,. Ieve1 ,k: 1\16 10 , %e .- r. {/z J C. a_.. ""`� ^r.. I. .. y N.;c ' z ./ :- •: ? .', • • a r • P 1\O a •41!)(. g alef k • • • 41111i000.>1111111"11111111 • �.. 1.11111 Jam fw I� 4/6 h t I w • If 1011111 53“f fk - -..�... r01.1.1... ` be."‘ i1 . W. 0040 15 se.t w tihovi' &-Nj o boles jTk s + .eri- 0 .. ��P beo. S i S / 6 , o some, p os ca.11 1 ca„dd►feo.4.a.( ,'or, Q 4. 5 eck`..I iengfk . �` e0. e. re'f r 4* '�"1t f a `1�o 7 V si a) 5� eCk su or+s per a (re/ w: ) 1h 7 / 7 ey a weeks lab "/ nq see -kern e p / woo Is .24' l Very heaven kei s. fi /1 „Ire e -i+, S� or+S - r s€ �. � pP 9 /C� Pr r ' Ts 13 P I e .Pc a.5 e. + ! ( • • S €.+ n l � $c,yn?J y Ny per • • q y am"! _ .. 3 • • • i N ' 1 9114 • • ico p011111111111 1111.1111r i • • U • • t perierIA ; 41/4 $ r d o !• � r ri e Peas :a!/ x A!I hasi'c u Os ar e; 9 G " L. 3 14,4A f 17150 ] � L i 3) 5e e log. r 41 T e to c0. 4Yo b- A : i 8 P PLbf o,v Jore d 7`c, ne toct. ll /0 / D . . .. > . . ' . . . . , - ,, ,, - . , , - , „ ,,,, , , ,, ,, ,‘ .,,„, , , , , , , , , . _ .. I PETER S. HIGGINS & ASSOCIATES Consulting Structural Engineers LETTER OF 1225 -F NORTH PACIFIC GLENDALE, CALIFORNIA 91202 TRANSMITTAL Phone 818 549 -0072. . r f? r J ob No. P Date /fr15 841, 2 4 -Ce- i C FROM ri-3 I -1!/ • vi /72' SUBJECT 0 'C-e- Mi it- 0 5 9 1 A T T/V: .uClL1.A We are sending you: .u........ These are transmitted: For approval ___ _ Approved as submitted / For Building Department . For your use _Approved as noted _For your records For review and comment Returned for corrections Other REMARKS • Kindly contact us immediately if enclosures are not as listed . 4 • • Office Max #39:, Madix Rack and Hypermaxi Gondola. Location: Yakima, WA (Zone 3) Prepared For: t Madix Store Fixtures sia, S. $ Terrell, TX , �'�' �ooc WA '' s1 44. , 4` o � r7 Prepared By: ' : 'k; to Peter S. Higgins And Associates �;�t r Consulting Structural Engineers % %. 1225 -F North Pacific \/011AL zaz Glendale, CA 91202% (818) 549-0072 t. , Peter S. Higgins, S.E. ' EXPIRES.5 - Z /.. c7 1 Job N 1963 L Oc ..er 4, •95 This Document and the deli. it contains is copyri ht by Peter S. Higgins and Associates. It is pr. ided as an instrument of service, and shall not • be reproduced iy f- hion without the written permission of Peter S. Higgins and ssociJ a =. Not to. Building De If is calcu •tin aub for buildini permit approval, it shall co ain all - ee f ca ulat ons as listed /in the table of contents on t next p gel , nd shall' accompanied by all drawings listed in ction 1. All docm is shall $$$e r appro•riate seals and signatures in nk of a con ras g color wit a :a Job 'umber - _Reference,. The calculat .n•shald' a signed acrd s t i= blok REPRODUCTIONS-60 SIGNED COPIES ARE INVALID . PETER S. HIGGINS AND ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 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 Racks 1 1.2.1.1.1 Levels Less Than 48" Apart 1 1.2.1.1.2 Levels More Than 48" Apart 1 1.2.1.2 Gondolas 1 1.2.1.2.1 Arms 1 1.2:1.2.2 Hyper Maxi Shelves 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 2 2 4 Level Racks 2 2.1 Components and Geometry 2 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) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 4 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.5 Transverse Seismic 5 2.5.1 Base Shear 5 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 3 2 Level Racks 6 3.1 Components and Geometry 6 3.2 Check Beams 6 3.2.1 Design Forces 6 3.2.2 Beam Properties 6 3.3 Check Posts (Dead plus Live Loads) 7 3.3.1 Load to Post 7 3.3.2 Post Properties (net section) 7 3.4 Longitudinal Seismic 7 3.4.1 Base Shear 7 3.4.2 Design Forces 7 3.4.3 Post - Combined Stresses 8 • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391'. Job No. 1963 October 4, 1995 Sheet iii 3.4.4 Beam Connections. 8 3.4.4.1 Design Forces 8 3.4.4.2 Connection Capacity 8 3.5 Transverse Seismic 8 3.5.1 Base Shear 8 3.5.2 Design Forces 8 3.5.2.1 Stability 8 • 3.5.2.2 Brace 9 3.5.2.2.1 Design Force 9 3.5.2.2.2 Brace Capacity 9 4 Gondolas and Hypermaxi 9 4.1 Components and Geometry 9 4.2 Check Arms 10 • 4.2.1 Design Forces 10 4.3 Check Hyper Maxi Beams 10 4.3.1 Design Forces 10 4.3.2 Beam Properties 10 4.4 Check Posts (Dead plus Live Loads) 10 4.4.1 Gondola Upright 10 4.4.1.1 Load to Post 10 4.4.1.2 Post Properties 11 4.4.1.3 Post - Combined Stresses 11 4.4.1.4 Base 11 4.4.2 Hyper Maxi 11 4.4.2.1 Load to Post 11 4.4.2.2 Post Properties (net section) 12 4.5 Seismic 12 4.5.1 Base Shear 12 4.5.2 Transverse Forces 12 4.5.2.1 Stability 12 4.5.3 Longitudingal Seismic 13 4.5.3.1 Design Forces 13 4.5.3,2 Post Combined Stresses 14 4.5.3.3 Bending in Spreader 14 4.5.3.4 Spreader Connection 14 5 Slab on Grade 15 r r PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 'Job No. 1963 October 4, 1995 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Peter S. Higgins and Associates, OM -1; MX -1,2,5 1.1.1.2 By Others . G. Herschman Architects Floor plan as noted (Received 9- 25 -95) 1.2 Loads 1.2.1 Vertical (Dead plus Live) 1.2.1.1 Racks 1.2.1.1.1 Levels Mass Than 48"" Apart Design for hand stacking Loads per level = 1.5 kips Design beams for 25% impact 1.2.1.1.2 Levels More Than 48° Apart Design for machine loading Loads per level = 4.0 kips Design beams for 25% impact 1.2.1.2 Gondolas Design Gondolas for 25% vertical load reserves (impact or temporary unbalanced condition) • 1.2.1.2.1 Arms Hand Stack Material Density = 8 pcf Design arms for 200 lbs 1.2.1.2.2 Hyper Maxi Shelves Loads per level = 0.24 kips Design beams for 33% impact 1.2.2 Seismic Zone 3 installations are designed to zone 4 criteria. i PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 2 1.2.2.1 General (1991 UBC Standard 27 - 11) Where: Z/C - W Z =0.4 R 1 =1.o0 Thus: R =8 Rack Longitudinal; Gondola Transverse • 0.75W 6 Rack Transverse; Gondola I , < R T Longitudinal. w 1.25S within the range : C = T"3 2.75 0.02W5__V_5_0.091W S <1.5 (unless lower value per- mitted by soils report) W =Total Load (Dead Load of rack is usually negligible) T may be determined by any rational method, or the default C /R of 0.46 may be used. 2 4 Level Racks 2.1 Components and Geometry W —► . I- 1 d I d c H i b / a W =120" H =120" a =30" D =42" b =30" 1 =51.. c =30" 1d =60" d =30" Upright Type Beam Type Regular Min. PHB35 i PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS . Project: Office Max #391 Job No. 1963 • i October 4, 1995 Sheet 3 2.2 Check Beams ` 1 2.2.1 Design Forces ' < Lil"✓ <M 1 A/1 (2)(8) - Smi n - 30 i =14.0 inch kips =0.47 in 2.2.2 Beam Properties 1 1 " •• PHB35 1.63" S =0.87 in O.K. E I =1.59 in L. I F 14 ,1 2.125" 2,3 Check Posts (Dead plus Live Loads) 2,3.1 Load to Post P < (# of levels)(L) 2 =3.0 kips 2.3.2 Post Properties (net section) �. 1 .5" ,, Regular Duty 3 4 _ l y /r y =85 X I _.. _ v t =0.074 in a /r =52 Y + A =0.36 in 2 "' S =0.28 in F =18.0 ksi It r =1.15 in S =0.11 in P 6.5k r =0.60 in M =6 7 k 2.4 Longitudinal Seismic ! 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by TCBO for use with steel storage , racks. ■ .t PETER S. HIGGINS AND ASSOCIATES �I CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 '•Job No. 1963 October 4, 1995 Sheet 4 Units: kips, inches, seconds Where: 1 W L 3 W = Load per level T > (2 n 2 + 2 n + 1) L = Spacing between levels 2300 1 I = Moment of inertia of post • n = Number of levels Substituting yields: T >0.9 sec Thus: V <0.103W rt 2.4.2 Design Forces P <3.0k; V <0.31k M <Va- (1.3)P (fixity due to width of base plate) < (0.31) (30) - (1.3) (3.0) = 5.4 inch kips 2.4.3 Post - Combined Stresses P ,14 _+ P. Al = 1.27 <1.33 O.K. I ^ 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn< 2.4.4.2 Connection Capacity Standard Connection 2 " A • 1 • (t Yp) M (1.33) (2.5) (4)= 13.3in k --�'- O.K. 7/16" diam. Rivet Va = 2.5 kips • r PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 19.63 October 4, 1995 Sheet 5 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V =0.183 =1.1Ok 2.5.2 Design Forces 0 -�—*� V h ' p, Q p V h'=75 inches P =2.0 kips w Note: Bracing shown is schematic - see this section,. subsection .2 for actual tP geometry. EQ 2.5.2.1 Stability P <PD + L -.Stable-No Uplift. Anchors provide added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. O.K. Minimum embedment 2" into slab. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pb <1.6k 2.5.2.2.2 Brace Capacity 0,06n" Anet = 0.26 in2 '7 rmin=0.49 in ' Q =0.69 L k [ F P (in) - (ksi) (k) 60 123 9.18 3.18 O.K. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 6 3 2 Level Racks 3.1 Components and Geometry W D � d b i H� I a H W =120" H =120" a =60" D =42" b =60" 1 =51" 1d =60" Beam Type Min. PHB50 Upright Type Heavy Duty • 3.2 Check Beams 3.2.1 Design Forces M M 5_ (2)(8) S min 3O =37.5 inch kips =1.25 in 3.2.2 Beam Properties 1 PRB50 � i 0.75" S =1.44 in ' O.K. I =3.74 in Sri ---- 14 g a 2.125" • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 7 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Load to Post P < 01 of levels)(L) 2 =4.0 kips 3.3.2 Post Properties (net section) 3" •--► Heavy Duty 3 „ l /r -44 _ _ t =0.074 in a /r =48 X r X A =0.57 in S =0.58 in F =24.7 ksi t r =1.26 in S =0.37 in P =14.1k r =1.15 in M7a =13.9 k 3.4 Longitudinal Seismic 3.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. Units: kips, inches, seconds Where: 1 j -�' L 3 W = Load per level T >_ (2 a 2 + 2a + I) L = Spacing between levels 2300 1 I = Moment of inertia of post n = Number of levels Substituting yields: T >1.6 sec Thus: • V <0.070W 3.4.2 Design Forces P <4.0k; V <0.28k M <Va - (1.3) P (fixity due . to width of base plate) < (0.28) (60) (1.3) (4.0) = 11.6 inch kips t • a PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 8 3.4.3 Post - Combined Stresses PM — Pa Ma =1.12<1.33 O.K. 3.4.4 Beam Connections 3.4.4.1 Design Forces Mcona5. 3.4.4.2 Connection Capacity P 1 Mr Standard Connection (tY) M (2.5)(4) = 13.3in k O.K. 7/16" diam. Rivet Va = 2.5 kips 5 Tranfaxeraeaellmig. 1_0.1 Base Sheax Use Code Default Values for CS V=0.091=1.46k 3.5.2 Deign Forces D ...----1,.. I/h' eq _ D h'=90 inches P kips - )1 1 44 Viht p. Note: Bracin g shown is schematic - see Y this section, subsection .2 for actual t _ P EQ geometry. 3.5.2.1 Stability P - Stable-No Uplift. Anchors provide added Factor of Safety. • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 9 Use min. 3/8" diam. ICBO approved expan- sion anchors. O.K. Minimum embedment 2" into slab. 3.5.2.2 Brace 3.5.2.2.1 Design Force Pb <2.2k 3.5.2.2.2 Brace Capacity 0.060" Anet =0.26 in2 l 2 • • rmin =0.49 in 15 Q =0.69 L kl F P (in) 77 (ksi) (k) 60 123 9.18 3.18 O.K. 4 Gondolas and Hypermaxi 4.1 Components and Geometry C) h w •v- Front • Hyper Maxi Post Omitted --- for Clarity D =18 in Dh =24 in W =max 48 in H =max 120 in • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 • October 4,1995 Sheet 10 4.2 Check Arms 4.2.1 Design Forces M 5(O.2)I 1 J Smi \ / =0.08 in =1.8 inch kips Min. 2" x 11 ga arm (S =0.16 ink, ,Ample 4.3 Check Hyper Maxi Beams Minimum standard beams fitted 4.3.1 Design Forces • L e M M ( 2)($) S rn� n - 30 =2.8 inch kips =0.09 in 4.3.2 Beam Properties 1" 0.75" Standard 0.69" `� 0.50" D =3.56 in O.K. D t = 16 go S =0.34 in I =0. in 0.50" 4.4 Check Posts (Dead plus Live Loads) 4.4 Gondola Upright 4.4.1.1 Load to Post One Side Loaded Both Sides Loaded P <_ yIr'/ - / D P52_V /D =0.24 kips =0.48 kips P D M =0 inch kips 2 =2.4 inch kips PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS . Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet. 11 Load from Hyper Maxi Load from Hyper = 0.3 kips Maxi = 0.6 kips tot < 0.54 kips tot < 1.08 kips 4.4.1.2 Post Properties 1.35" A =0 .69 in kl /r< (1.5) (120) /1 S =0.67 in .11 C0:22zr.3=74 r =1.11 in =162 S =0.32 in o r =0.56 in F =5.7 ksi P =3 9k Vi 20.1 "k min. 0.16" =9 6 kk 4.4.1.3 Post - Combined Stresses P M +— P M =0.26 <1.00 O.K. 4.4.1.4 Base 1.35" Base Shoe t =14ga M =16.32kk o-' S =0.68 in 4.4.2 Hyper Maxi, 4.4.2.1 Load to Post • P < (It of Ievels)(L) 2 =0.3 kips • I PETER S. HIGGINS AND ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 12 4.4.2.2 Post Properties (net section) ! j 1.70" A =0.30 in H /r =141 S =0.19 in r =0.71 in F =7.5 ksi w. O 0.50" Sy =O. in Co 1 r =0.68 in Pa=2.2k m-- =4.5 4.5 Seismic 4,5.1 Base Shear V < 0.14W _ a 4.5.2 Transverse Forces Gondola With Hyper Maxi One Side Loaded Both Sides Loaded P < 0.54 kips P < 1.08 kips V and < 0.033 kips Vgand < 0.066 kips vt < 0.041 kips V"t < 0.082 kips Vtot < 0.075 kips Vtot < 0.148 kips M < Mdu1 ondH/2 M < Vg�toHH2 + Vt =13.8 inch p kips =9.30 inch kips P Ad — + P A4 P 1W P A44 =0.96 <1.33 O.K. = 0.60 <1.33 O.K. 4.5.2.1 Stability • One Side Loaded Governs By Inspection t1 $ PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 13 D V lw--- H / 2 ZOMI717:707Y47:60901/7/7.41.97 .071301 OTM < (VH /2 +V0j = 6.90 inch kips RM a �ondD /2) ± Ph = 10.1 inch kips Stable - No Uplift Anchors provide added F.S. Use min. 1/4" diam. ICBO approved expan- sion anchors. O.K. Minimum embedment 2" into slab. 4.5.3 Lonaitudingal Seismic &.5.3.1 Design Forces Moments on minor axis of post W V t �--► Po- • -j O- 1 M M 1 7 H/ 1 —�1 33" APP ED LOADS DESIGN FORCES V <0.066 kips /post Vt <0.082 kips /post Vtot <0.148 kips /post M1 <33Vt =4.9 inch kips '1 5 33)2) +1/top( H - 2 i , (H - — pond ( 2 H ) 9.2 inch kips ;.. s x r.t ±tr..., .i'`v r >.: },Y :. >K!r73n.t 4�.'pa.::nan*:N ant,. oveo v.r ,+T.AM.ros0.0.1.7 ra r r50,...v,v n.. w ...T...�...- .,.._... ....:...... ..... ...,__ _..__.... _.... _ ... -. - .. r . ,,- • PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS •Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 14 4,5.3,2 Post Combined Stresses P M Pa Ma = 1.24 <1.33 O.R. • 4.5.3.3 Bending in - preader M <(M1 +M2)/2 =7.1 inch kips (one spreader on each side of post) • 1.00". Spreader t =12 ga Mica =14.4 ° —k S =0.48 in 0.50 " } 4.5.3.4 Spreader Connection T =2.1 kips —� Ma= (1.33) (2.1) (4. 5) = 12.6in k (4 O . T ,r +^ Ij .. ... -.x.; e. k: :'.Vt �.C;.]r:*t t�.'. .t' -,-r l�:;tki.:, . �F.: �.. :. ,:. r - ',.n: .��.5 �...'• .:.�.':. v.: -.. .. ., ro».. v<., r;.,. u��: r.:' wa. n: n"._. F�. �t�.. v. rw:.<,. n�,,.....„,_ .,..,...,,... .............._.,. ... ... ..., .. .. ._...,..._.._....- . -..... ... _.. ,.... • V, b, h PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Office Max #391 Job No. 1963 October 4, 1995 Sheet 15 5 Slab on Grade Treat slab as equivalent unreinforced square footing p Where: Lc �. P = 4.0 kips --- b = 3 in. (average) t b t = 4 in. ii a i t f'c = 2,000 psi Qa = 1.0 ksf B B =12 P Qa Sc Q (12)(1 =24.0 in 6 =32 in /ft = 1 B -b--t 12 2 ) L c — a __ S =0. 71 feet =0. 094 ksi Mc= Qa1c (12) � 2 S °callow 1.7 =3.01 in kip /ft =0.085 ksi Say O.K. ,. rt 7 i 51 t!„ 1 -----\\, S H •• I (K) , L t HECE r IVED P e SEP 2 5 1995 % HIGGINS .>/ r} ,- .1,- 4,, 1 42-0- / Eig 1 . _ , . N ..,t. !. I c_,,s1 c—r-6 4, 1 1111111 1 1 11, ' I t ' • - , I \ J-01, i \ I I 11 -96 • RED FIXTURES BY OFFICE f. , j L —1 1— a ID r - - 7 1 'XI , _ . . i-- le 9 a '0', ' 1 10 1 10 I , MiliEN !I _. 1 •-•: ,-.> 1 I.- , • .• 5 i , 1 " ui ' 1- --- IN Pt _ i _il I GORRIPOR ,'-- jjH 1 r `-•"! rr '‘) D , ' I I , IcD_ r I J l'il t..1- .1 1 - 1 - E JA - A C.7 —I) I I) kwEL tom E • - ----- sToR. -- . 9 C. < 1 t '',.-'°. MA°. - fg - AL -- ) 8 L J L CD 0 . 1 . 1 r., ..- , -•-•.• . 1 1 r E1.111 INL LI _ --- II I _,, ,....., , ,.... .._. „., . I I I s.::::E9..a.g ft..N11 c .11 1 0 I ,..- , ---- ----.- It[ --- 1 ---- kr 1 G A . ._ 1. , C, sE_ERNs.„E 1 NI I: 1.1 __I ...PER x SALES AREA 1 1., WAREHOUSE 1_, j -- - — 1" ---'--- "a A I , ..../ , •r- 1., 44 s „ 8-47ER Y REFERENCE POINT. -'' CENTER OF AISLE 1 • ',.-' , iiLz I I, Ca iie,,,, .„ . E — — — - -- — - 1 , ,., J.. , p:, 1 '• • kr 7 -I r--- , t 1" 1,1 ••=4 ., J-----;. FURNITURE il.:, CHECK-OUTS 4 ' I tos f ''j. 0 .„,„cx , .. , ,,, o .99 , a or - „os r„„,,:o 4_,,, L ____ -- ''''lik ----0 1 ------ I . ‘,°,;,::,;:,,,%e,",,%:,::1,76:1,::79'‘;:sfi, ■Ie '.-, ;::.; , F , ____ "Y 4 9t1 - I - .E , , ar i • 1 ji 1 ---1 ,;■?:01:::„ Alio, 4. i \ 1 "'' •" 0 -_-__03.-------. I _I " / ,i,,,2 1 %.... J...o/kpiNo pocx.. II I CA I & I_ i I 4, 1' lk 1 lc 7 1. II\ ,.... , - 1 ‘ j FTuRES 1-o L.A., IX BY OPPIEL PM, lc _1( A t g.,..-..,..g..,,,..,.,,.-- 1 2 , - — LITI L NIANA6ER - F F r--------- / K(1) ! r 6 r 1 r ---- r -- 1 1 I n V , , r 6f11 (.6.51 i 13-LL' _ i 1 — ■ __II ! ■- . - . , 4; . A4 ° : / 1 ".., 4* 1' Lrl.g _, ik, . . • U /o ,A.15" / ' ..iiiilrailia, .I., ' ■i; t 2 . i -" :::^', • 72 .., ,,,' I _ --- r : ii,'IVIEWED and APPPOVED rt q , IL • r., I . COTril,16TOUT- 9 6 42 02 3 OCT - 41345 Z ' - h f, JOB NUMBER m 0., 5 b ' 01\VP Z: ' STORE DATA . . . _ . , ',- I.- , ) s' 0. :2, ? c.,,', c \ .Z,' — 1 Co 1.5 FI.XTURES•rol N?' i> 'd • TOTAL AREA 32_+C- 2 50_ FT. \* (1 ',..‘' • SALES (+FURN) _...aLN2(2a_ SO. FT 156 8 F1XNRES 255 4 PIXTURES • 1. 255 CC' ''1 , WAREHOUSE 2,400 SO. FT. FURNITURE 2,000 50. FT Dqs isol 0 31.-F5 FIXTURE PLAN 1 OFFICE/LOON,5E , _ 50. FT. : " = " [ SERVICE CENTER TYF 50. FT. N SCALE I/5 TO ,,, '2 I r COPY CENTER _:_, Ye 50. FT. , CITY'SRV , IRILX 1 BOTTOM OF STEEL = ±I , r , - PERMIT CENTER el