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HomeMy WebLinkAboutPermit D02-244 - BON MARCHE - STORAGE RACKSD02 -244 Bon Marche 500 Southcenter Mall . .: 4: t..4 ''' rte`. R }� � Cit o Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 2623049086 Permit Number: D02 -244 w Address: 500 SOUTHCENTER MALL TUKW Issue Date: 09/16/2002 6 D Suite No: Permit Expires On: 02/18/2003 U O Tenant: W= Name: BON MARCHE Add ress: 500 SOUTHCENTER MALL, TUKWILA WA N w O Owner: Name: FEDERATED DEPT STORES INC Phone: Address: ATTN: TAX DEPARTMENT - SHF, 7 W 7TH ST N = d w Contact Person: 2.1. Name: JERRY COBOS Phone: 626 -333 -7225 i— O Address: 14421 BONELLI ST, CITY OF INDUSTRY CA w W Contractor: U 0 Name: LINDELL CONSTRUCTION INC Phone: 425 466 -2826 0 '-, : { Address: 10515 181ST AVENUE NE, REDMOND WA w W 1. Contractor License No: LINDECIO25D6 Expiration Date: 12/11/2002 �_.. U: i O• DESCRIPTION OF WORK: . Z INSTALL RACK SHELVING IN 3 ROOMS. C) w 0 H f z Value of Construction: $0.00 Fees Collected: $303.56 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: RACKS Occupancy per UBC: 0023 ‘ Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N i Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N %;``': Moving Oversize Load: N Start Time End Time: "'` Sanitary Side Sewer: N ::'zy %r1r. a Sewer Main Extension: N Private: N Public: N s v ; : .y Storm Drainage: N b Street Use N Water Main Extension: N Private: N Public: N ' `x;� , Water Meter: ' Channelization / Striping: ' * * Continued Next Page ** Ilv, ' I S doc: Devperm D02 -244 Printed: 09 -16 -2002 i . r.` : ....... ,,,awor i , .......,.. .� -- w�...... «. .. ... .......m.+.n+M+.VG�57KHx00.lW1� 58 'Pt , -- te r - • - a.. -• • • i ,„ alt of Tukwila 1906 y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z i Permit Center Authorized Signature: Date: /�'z� Z Z � W . IC -- - - -- - - ■ .: ) • ( : ; !.J Cof Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z 11 Parcel No.: 2623049086 Permit Number: D02 -244 ~ w Address: 500 SOUTHCENTER MALL TUKW Status: ISSUED QQ 2 Suite No: Applied Date: 08/19/2002 U UO Tenant: BON MARCHE Issue Date: 09/16/2002 rn 0 co J I H-• ' � 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N LL O 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 0 #'"VtA• w , 8 4 4 ; C it of Tukwi { 1906 Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . at rack uprights shall be z maintained. (NFPA 13) < 19: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) .= Z 20: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is re I required for steel building 6= columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column, (c) ceiling U O sprinkler density co 0 minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) J = 21: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details w 0 pertaining to design and installation standards. 2 r �} ye ,vi i s i Ai, : S L M : Er cT Pt 1 Vi i doc: Conditions D02 -244 Printed: 09 -16 -2002 R ;1 ' ■ .,.5 ...w............,. s . ... ., ... _ ......- .........,.,v. .,..- ,.....,........rnn+ ttSR:'NtY A » - r , - . 4 , ,04. - -' 'v7s CITY OF TUK'VILA - •100 .9 Permit Center Project Number: el0; a 6300 Southcenter Blvd., Suite 100 sti8 Tukwila, WA 98188 Permit Number: l (206) 431 -3670 I (,) Z- - - Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: Value of Construction: 1-1. 6or3 Mils, 2LH C -ig� 00 , �°- Site Address (include sup number) City State /Zip: Tax Parcel Number: 50 0 5o o eRNA -tlr' o t n.� 7 ,7 1 A.4. - Lt, L4- CU 4s,- Property O ner: ' Phone: Fe,,(1-r'a C - or-D. 5 - NJ ►c, 563- 57i - 70 o 0 Street Address: City State /Zip: Fax #: 7k) - 771 - 1 S - ree-c• C/IQC vRTI, i2// 4 52. - 02 Contractor: Phone: J L 1 NYC) ELL Co 5 - Z" AA.c. - Tt o N CO ( 4Z.S - 't' 6 h - Z ea (p Street Address: Cit\ State /Zip: Fax it: I Q 5 t s /8! 51 40e • . k) � QNd w1) `t S o sz 425 - 56'3 - - t 7 Architect: Phone: MA t,t ✓) e See 55 o C t - - re-5' 4-15 - 544 -a `l77 Street Address: City State /Zip: Fax #: ? 5 ET ST. Sut.t - re - goo 54.11fRAUSeo c A- 94403 et/ $ - 5 41 - D ce7 Engineer: Phone: C1A - Qru� a ()4t ,.e - [ - 5 e ne.ert 14 -4 — od s Street Address: Q nn City S tate /Zip: Fax #: Q 12S S , mow 61 5 l2�. �nIrt° &Mae,ro ('A 9'280b 7 t 4 - 4� 5 -OO h(D =Z Contact Person: J f Phone: W Jev- Lo 605" 6210 g33- 72-2- 6 Street Address: City State /Zip: Fax #: I/421 130,) Ec..t..4 s C�Ty oh .,z -�/ t'.4- 17¢fi� b2(0 - ; -2 D- 33 \ cn o J / win Description of work to be done (please be specific): J = S o (La- G = ., -r S HeL C� . n-ig 7' (7 .,05 -r L%- 'D un) (.3. ) Ro-o -V 5 CO I._ wo Existing use: etail ❑ Restaurant ❑ Multi- family in Warehouse Hospital u... Q Church ❑ Manufacturing ❑ Motel /Hotel in Office Cl) d CI School /College /University In Other H w Proposed use: etail ❑ Restaurant ❑ Multi- family El Warehouse Hospital Z .1- RChurch ❑ Manufacturing in Motel /Hotel ❑ Office Z O I g W ❑ School /College /University In Other 2 D D co Building Square Feet: existing No. of Stories: Area of construction (sq ft): 975 U - 0 1- Will there be a change of use? ❑ yes )'no If yes, extent of change: (Attach additional sheet if necessary) = W 1 U Will there be rack storage? g-yes ❑ no W ~O Z Existing fire protection features: M spr automatic fire alarm ❑ none ❑ other (specify) di Cl) ' Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 17irno 0 0 1 Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z f APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: 1 (Additional reviews may be determined b' the Public Works Department) I ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: ' ize(s): ❑ Land Altering 0 Cut cubic yds 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # / Size(s): ❑ Water Meter Temp # / Size(s): Est. quantity: gal Schedule: ter ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to ' t _ possible revision by the Permit Center to comply with current fee schedules. 1 Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in ' ! i Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Applicati nTk by: (initials) *am 'ma g /f 0 - /9 -03 Applicati PLEASE SIGN BACK OF APPLICATION FORM ; r• ... 'gm. asal 11/30/00 i rig t,IN■ clpermit.doc• tea, 1 tir ktiemwWAM.4. -..M .�-xNMlNo+nA.M).t #r.A.KoritomK w + vn, x[ roae•+ rpy.` C+ 1dtwp5tA4. YUO' K. yers4h,cvr..rr..+...- «.s A'ky^l cyt4t.YWirc.!1. •• wtw.. Ha.+ w,ur.,..ti,.:•Y ^••••m. , r� „. i,,.,., nw a... u- . .r.,�- r<< ».o.,••NY,:tisr. `^,:v x""`+n(0/ ...� • s • APPLICATIj MUST BE SUBMITTED WITH THJLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL. ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Pto,trtj Lints, ui iieilsiuru, suttiacls, Barnes of adjacenit loads, airy pitipused or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use . only) . 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 1 5.45.040), of those, identify by size and species which are to be removed and saved = H 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W ce only) QQ 11. Location and gross floor area of existing structure with dimensions and setback J 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). co W I -- I-_ ❑ Floor plan: show location of tenant space with proposed use of each room labeled u. ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0 any hazardous materials; dimensions of proposed tenant space. g 5 ❑ ❑ Vicinity Map showing location of site w? N d J.KR 71 F - Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of z 0 rack. Structural calculations are required for rack storage eight feet and over. w w ❑ in Indicate proposed construction of tenant space or addition and walls being demolished 0 • 0 ❑ ❑ Construction details 0 0 w W ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed ! O sprinkler system design criteria as identified by the Fire Department. Iii z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z ❑ El SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Healih is located at 999 Third Avenue, Suite 700, Seattie, WA or cail (206) 296 4787. (Form H - 5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H - 4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will ' I �• be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ' PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR T ORIZED AGENT: r Signature: � � Date: c9/1 2_, Print name. / Je Phone: 3 ^7125- ;E1 ax 6zc � C o �Z6- - Address City /State /Zip r! �} �rV 0(.1_4 S /; OF =.v LA.5 , CA 917 4.G-, 11/30/00 rev clpernri:.doc Iillft ■ -_. .- - - � . • ■ , 0,14M. w , . + � City o Tkl i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT z . _ ,_ , 4, I . .!' . - ... Z < • ' . ,I.... Z es LU Lg. NC S''.''.'' .,...:' ' • : , ' ' 6 5 _1 0 00 , w 0 . . ..-...`, - INSPECTION RECC ‘3 .....:: .: A . LLI i • . ... ' Z , W -- "" 1,• ,. r , . ?.. y , , . ;.i. ',wall:, i . w5'+ : ''14 'r • ,six T'17 4i "�, ∎i iaw 1411): , 1.511* •, r.4 ..,•,: 1 t;;..1 4;> t'.. iV • .. I'I, .'r'^tt . 7} 4+ 1� ' tit 4 l I i - I , r;w` � I . ," =ai . r� • .- ;, .t� - i; ° ''�' T lis. . ILA, ( J'' t ''9 1, I 1, O' , t z , ; City of Tukwila Y ►�. ci ! : O Steven M. Mullet, Mayor a i +41li � ! ; -- , O , 1, A . ". 0 / ., I Fire Department Thomas P. Keefe, Fire Chief . ,, ,, _ 1908 -- t z i- Z �w TUKWILA FIRE DEPARTMENT 6 U FINAL APPROVAL FORM U O ■ co O Permit No. U) w u_ J N d F- w Proj ect Name 1 k .Q 6 �' - `\ z, Address 560 .c , L. 11 c.,1 1 Suite # w w U Ca 0 N O I— `: --Retain current inspection schedule - w w H H Needs shift inspection u- p w z U P I ! Approved without correction notice z Approved with correction notice issued ov..\ . w ,,\•' 0b2 _ ' 11 ; � k Sprinklers: ' . Fire Alarm: *z. YriCW1‘) . L. Hood & Duct: Halon: . Monitor: \ Pre -Fire: 1 Permits: . :'tip: :11 :.:,: Nf 1 . 3 s\ e -- 1\ r N: - -4,.„4 rr _ 4 7. •) 1 0� 5 I 0 s ; t:: Authorized Signature Date r. ;,_,14 r , FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 , t .. ' cox to nr' ;. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 _ ": 6 4.0',,,,. structural Concepts ngineering 1725 5. Douglass Rd, Suite D Anaheim, CA 92800 Tel: 714.450.0050 Fax: 714.450.0000 e -mail: sceng @englneer.com .FILE COPY understand that the PI :; subject to::rr • plans does no • Project Name : Bon Marche • Client : Rapid Rack Project urriber : B -0202_ Date : 07/19/02 Street Address : 500 Southcenter Mall City /State : Seattle, WA 98188 Scope of Work : Shelving CITRECEIVED F ILA AUG 19 2002 PERMIT CENTER . __ 1 , .- ! , , a -.\ -. • Structural G once s =nglrieering n 1725 S. DOUalass Rd. Ste D CA 92806 Tel: 7 14,456.0056 Fax 714,456,0066 By. AA. T ABLE OF CONTENTS Protect Bon Marche Project 13: 8-0202 1 , Z . 1-Z W Title Page 1 ' 1 - .-- • - - \. c/ ‘.1 • . 1 • ' Structural concs .,-.4.i.7*'": .:.: _=i ngineering • ""' 1725 S. Doualan Rd. Ste D. CA 92806 Tel: 714.456.0056 Fax 714.456.0066 By AA Protect Bon Marche Project ti: B-0202 Design Data Configuration: Type 12 -C: 144" High x 12 -1/2" deep Q S I 1) The analyses ofthe light duty storage fixtures conforms to the requirements of the 1997 Uniform Bldg Code (UBC) Section 2222. j" w .. 6 2 All steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi unless otherwise noted on the plans or analysis herein. U U0 3) Anchor bolts shall be provided by installer per ICBO reference on the calculations herein. The installer must provide any special inspection as called out on plans or calculations, or as required by the ICBO report indicated herein. J i , 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed W 0 in shop, with no field welding allowed deputy other than those supervised by a licensed dty inspector. 2 , J ' 5) The slab on grade is assumed to be 4" thick with minimum 2000 psi compressive strength. Soil bearing capacity is 500 psf. co = W H z. Configuration: Type 12-C: 144" High x 12 -1/2" deep H 0 W ~ W Elev.144 in D Ci h11 . pug Shelf Configuration h10 I # of Levels= 11 1 2 W • p= 12.5 in f — h9 H= 144.0 in L I Dbl Rivet Beam (Typ) , 1 L= 48.5 in , � Z h8 U Location Elevation Load F - ' ' h7 1 h1= 2.18 In 125 lb 1 Z Metal Shelf h2= • 13.50 in 125 lb . h6 h3= 13.50 in 125 lb • h4= 13.50 in 125 lb h5 h5= 14.20 in 125 lb l h6= 13.50 in 125 lb h4 h7= 13.50 in 125 lb h8= 14.20 in 125 lb h3 h9= 13.50 in 125 lb h10= 13.50 in 125 lb h2 h11= 19.18 in 125 lb h1 , 48.5" wide 12.5" deep ~ y a • x .i t Front View Side View ; r c�h '. • I I . i ' 3ttt4r Bon Marche Calc B -0202 Page 3 of i 1 -- 7/23/2002 LVA 4 I . i ""-" ' - .. . . • • i - ----, . S tructural _ C once .c-1.4.-Pw ineerIn 1725 S. Doualou Rd. Ste D. CA 92806 Tek114.456.0056 Fox: 714456.0066 By, AA. ProJect: Bon Marche Project it: B-0202 Summary of Results Configuration: Type 12-C: 144" High x 12 -1/2" deep Z A I-Z ' � W Elev.144 in 6 n 611 Shelf Configuration I # ofLevels= 11 I ' 0 p , h10 D= 12.5 In c/! W I H= 144.0 in 11J X h9 I L= 48.5 in I w U) W 0 Dbl Rivet Beam (Typ) h8 Location Elevation Load 2 Q I h1= 2.18 in 125 lb I LL Q h7 h2= 13.50 in 125 lb N D Metal Shelf h3= 13.50 in 125 = a h6 h4= 15.50 in 125 lb W h5= 14.20 in 125 lb Z.I 115 h6= 15.50 in 125 lb 1 0 h7= 15.50 in 125 lb W W h4 h8= 14.20 in 125 lb _ n h9= 13.50 in 125 lb U co h3 h10= 13.50 in 125 lb 0 1- 1111= 19.18 in 125 lb tl1 — h2 i w , u_ o hi Z ui 48.5" wide 12.5" deep _ 0 I"'. Z Front View Side View 1 Component Summary Column Dbl 1 -1/2" x 14ga 0.84 OK i Beam Double Rivet "DRBZ" 0.37 OK } Beam Rivet 1 -1/2" Spacing 1.00 OK r Anchor (1) 1/4" x 2" Embed Hilti Kwik Bolt II OCB0 4627 per base plate) 036 OK Base Plate Effective Size: 3.5 in x 2 in x 0.075 in thk (Actual size 5.25 In ' 2.5 in • 0.075 in Thk) 0.67 OK Slab 4 in thick x 2000 psi slab /500 psi soil 0.14 OK Notes , T" j { li ' . T,t� t% j ,yy if r. a n _ 1 1 4M wu.rd `p Bon Marche Calc B -0202 Page I of I Z 7/23/2002 T � �' . ....,,....awW..»,... rw,. ..,, ,. .. .•,�is:w'.m.U.lua'.a 4�ur:. t�arkll':.A.ri- :io5ta'.d+Tb''`: ■ ' I ,J 1 .Jtrucctu `/once is `"'" n ineerin 1725 S. Douglass Rd. Ste D. CA 92806 Tel: 714.456.0056 Fax 714.456.0066 By AA. Project Bon Morche Project It B -0202 Seismic Forces Configuration: Type 12 -C: 144" High x 12 -1/2" deep Z . Lateral analysis is performed with regard to UBC section 2228.5.2. - Q ' 2Z W CL Base shear is highest of: 2.5'Ca'I'W /(R'1.4) (EC2 30 -5) or 1.5% oFLive Load (Minimum) j 2 _J U j Seismic Zone , Z= 03 # oFlevels= 11 hb _ I U 0 Rtransv= 5.6 Depth= 12.5 in - N Ca= 0.36 Rlong= 5.6 I= 1.0 M I w = _ i r Elevation CO LL Seismic Load W 0 2 Frame Type= Double Row /Aisle Tied Q VEQ 30-5 0.1148 LL Vmtnfmum 0.015 — • d Seismic CoeFf 0.1148 (Either Direction) H W Z. F. Down Aisle Seismic She (Longitudinal) Cross Aisle Seismic Shear (Transverse) -. 0 . 1 n- long =n1.= 1 n transv=nT= 2 W H- Wlong= E(LL/ni+DL) Wtransv= E(LVnT *DL) • uj I = 1,485 = 798 U Ca Vlong =Vt= 0.1148' 1485 lb Vtransverse =V 0.1148' 797.5 lb 0 co = 170 lb = 92 lb V /col= 46 lb 0 I W W Tran sverse D M Resisting PH Rivet Beams I U F Level LL/nr DL hi wrhi Fi Fi'hi hb Mn Mconn I II O 1 63 lb 10 lb 2 in 158 0.3 lb 1 in -lb 3 in 138 in -[b 690 in -lb iii Z 2 63 lb 10 lb 16 in 1,137 1.8 lb 28 in -lb 54 in 1,242 In -lb 1,058 in -lb U 3 63 lb 10 lb 29 in 2,116 3.4 lb 99 in -lb 38 in 874 in -lb 966 in -lb 0 E- 4 63 lb 10 lb 43 in 3,094 5.0 lb 213 in -lb 46 in 1,058 in -lb 529 in -lb Z 5 63 lb 10 lb 57 in 4,124 6.7 lb 381 in -lb 6 63 lb 101b 70 in 5,103 8.3 lb 584 in -lb 7 63 lb 10 lb 84 in 6,081 9.9 lb 830 in -lb 8 63 lb 10 lb 98 in 7,111 11.6 lb 1,138 in -lb 9 63 lb 10 lb 112 in 8,090 13.2 lb 1,473 in -lb . 10 63 lb 10 lb 125 in 9,068 14.8 lb 1,851 in -lb 11 63 lb 10 lb 144 in 10,459 17.0 lb i kF Vi`; ' ' - e! }ay Sum: 688 lb 200 lb W =887.5 lb 56,540 75 lb Moot - 6599 in-lb ; �i ; } Transverse Column Loads Longitudinal Column Loads T. t` i Pstatic= E(LL +DL) Pseismic= Movt /D Pstattc= E(LL +DL) Mlong= i" \VwT =_ : - ! 4 : ., = 7431b = 528 = 743 = 1,955 in -lb , �► Mtransv=M 1,058 in -lb ;` "; : 6 t. 44.1 on Marche Calc B -0202 Page S of \ Z—• 7/23/2002 : ' I . , r•, . _ , •,arr. " lFri nSbr,'. :i(ui .v..lui ..;i.l+.lYGtv.ti:.t.v.4: r;r.c:tiGr1L,', r I Z.4. �. ■ .. I S tructural C once is "' ngineerIng 1725 S. Doualass Rd. Ste D. CA 92806 Tel: 714.456.0056 Fox: 714.456.0066 is By. AA Protect: Bon Marche Project It: B-0202 Transverse Column Loads (Weak Axis Bending) Configuration: Type 12 -C: 144" High x 12 -1/2" deep z Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial Toads. _ 1- � W Net Section Properties W Column= Dbl 1-1/2"x 14ga I` 0 0 Aeff = 0.358 in ^ 2 DE- 1.67 1'1/2 N 0 Ix (downaisle) = 0.148 in ^4 E= 29,500 ksi mi.m. r . • W i (downaisle) = 0.099 in ^ 3 Cb= 1.0 E-1 a I J Sx downaisie N u rx (downatsle) = 0.642 in Cmx= 0.85 y — — .— — y 1.1/2• W 0 ly (crossaisle) = 0.087 in ^4- Kx = 1.0 } Sy (crossaisle) = 0.090 in ^3 Lx = 12.0 in 1 g F- ry (crossaisle) = 0.494 In Ky = 1.0 U. Q F 33 ksi Ly = 12.0 in x N O Pouble Column = iI I- W z. Loads Load Case: (Fully Loaded) H 0 z I — . Axial =P= 1,271 lb Moment =My= 1,058 in -lb 2 m U O Axial Analysis 0 0 0 I- ' KxLx /rx = 112 " /0.642" KyLy /ry = 112 " /0.494" Fe > Fy /2 = w = 18.7 = 24.3 Fn- Fy(1- Fy /4Fe) I— 2 = 33 ksi'l1 -33 ksi/C4'493.4 ksO] 0 Fe= n ^ 2EK(Vr)max ^2 Fy /2= 163 ksi = 32.4 ksi 111 Z - 493.4ksi U Pn= Aeff'Fn S2c= 1.92 Pa= Pn /S2c P. H = 11,616 lb = 11616 lb/1.92 Z = 6,0501b P /Pa= 0.21 > 0.15 Bending Analysis i, Check: P /Pa + (Cmy'My) /(May'p) _• 133 P /Pao + My /May S 1.33 , Pno= Ae'Fy Pao= Pno /S2c Myield =My= Sy'Fy = 0.358 in ^2 '33000 psi = 118141b /1.92 = 0.09 in ^ 3' 33000 psi = 11,814 lb = 6,153 lb = 2,970 in - lb May= My /S2f Pcr= n^ 2EI /(KL)max ^ 2 = 2970 in- lb/1.67 = n ^ 2'29500000 psi /(1'12 in) ^ 2 y.•= `' . = 1,778 in - ;Y, s • 299,241 lb 11= {1 /l1- (ilc'P /Pcr)]) ^ -1 . a = {1/l1 (1.92'1271 lb/299241 lb)] ] ^ -1 r4 ' ' = 0.99 $„ ", Combined Stresses Y 'a# r` (1271 lb/6050 Ib) + (0.85'1058 in- Ib)/(1778 in- Ib'0.99) = 0.72 <1.33, OK (EQC5 -1) (12711b/6153 lb) + (1058 in- lb/1778 in -lb) = 0.80 <1.33, OK (EQ C5-2) � �;�'' f "� c kV, i ':y:' Bon Marche Calc 8 -0202 Page ( O of t '1_ 7/23/2002 •n ,:�`'"0 Wi 3 I r "u -) ._ .r .. .. .. s,.. ,5:..._l.�v, .c, .: n ...11 :., r:,.r.. ., _a..;.,:,J n:.a':LS.:.n•n.'. i ,... .. .r... ,. .r.>Y,z. rv'.:gy:4:ui... "KYRMSSFfa!Et3 ei.w:n!e;d:Ym%�;r.' :su.h+ S•urt•,:;:r1;N a; .. _ ,•` 1 S tructural Gonce s n lneerIn By. A.A. Protect: Bon Marche Protect It 3-0202 • Longitudinal Column Loads (Strong Axis Bending) Configuration: Type 12 -C: 144" High x 12 -1/2" deep Z , Conforms to the requirements of Chapter C5 of the 1996 AISI Cofd Formed Steel Design Manual for combined bending and axial loads. . x Z lL Net Section Properties J U Column= Dbl 1-1/2" x 14ga l` U O I Aeff = 0.358 in ^ 2 OF= 1.67 1 -1/2 N W Ix ( downatsle) = 0.148 in ^4 E= 29,500 ksi J i j u. Sx (downaisle) = 0.099 in ^3 C6= 1.0 t•14.9 7 7- CO rx (downatsle) = 0.642 in — Cmx= 0.85 ,, —•— -• —• y 1 -1/2• W 0 ly (crossaisle) = 0.087 in ^ 4 Kx = 1.0 I 2 S c = 0.090 in ^3 Lx = 12.0 in ry (crossatsle) = 0.494 in Ky = 1.0 U Q Fy= 33 ksi Ly = 12.0 in x rn d poubie Column F=- W ZF Lo Load Case: (Fully Loaded) z o Axial =P= 743 lb Moment =Mx= 1,955 in -lb 2 n U� I Axial Analysis O E - KxLx/rx = 1'12 " /0.642" KyLy /ry = 1'12 "/0,494" Fe > Fy /2 = W. = 18.7 = 24.3 Fn= Fy(1- Fy /4Fe) I' H . = 33 ksi'11 -33 ksi/C4'493,4 ksD] u' O Fe= n ^ 2E/CKL/r)max ^ 2 Fy /2= 16.5 ksi = 32.4 ksi uj Z. - 495.4ksi U Pn= Aeff'Fn Lk= 1.92 Pa= Pn /S2c ~ O F- = 11,616 lb = 1161616/1.92 Z = 6,0501b P /Pa= 0.12 < 0.15 ' Bending Analysis 1 Check: P /Pa + My /May 5_1.33 i Pno= Ae'Fy Pao= Pno /SZc Myield =My= Sx'Fy = 0.358 in ^ 2'33000 psi = 118141b/1.92 = 0.099 in ^3 ' 33000 psi = 11,814 lb = 6,153 lb = 3,267 in -lb May= My /S2f Pcr= rc ^ 2E1 /(KL)max ^ 2 , = 3267 in - lb/1.67 = it ^ 2 '29500000 psi /(112 in) ^ 2 9 in = 299,241 lb ' I + f = 1, 56 f ,, ; ,; i µ= {1 /l1- (S2c'P /Pcr)1) ^ -1 • = {1/11 — (192 lb/299241 1b)11^ -1 ' " : 1 is Combined Stresses sWAt 4.60! (743 Ib /6050Ib) + (1955 in-lb/1956 in - lb) = 1.12 <133, OK (EQ C5-3) Bon Marche Calc B -0202 Page 9 of I 7/23/2002 ,) I C(i2- 4-. S4; ,. ... .. ,. >,n .w. <,: .. ... , .,e u.r.^".:s;t 'k i..:iG dr,.;r:iti .,c .. ... ... .. .. .... .. rt'iH;.., . 1K, i.•. cl navl. itFt{l a. r. 1. i3vk+, aw:.. �e.::: iA1S. Y. i:.' e74117 +xSa�U S . _ I - i • - -- 1 .4", r 1 ,1 ■ . M i S tructural C cnce is r ngineerIng 1725 S. Deualass Rd. Ste P. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By. AA Protect: Bon Marche Project tt: B-0202 Double Rivet Beam Configuration: Type 12 -C: 144" High x 12 -1/2" deep Z . Analyze the double rivet beams as simply supported members. It is assumed tha the downaisle beams will carry 2/3 of the total shelf Toad, w ' F 2 the remainder carried by the transverse beams w rt 1 6 = Nl4 9a Powna isle beam m = Beam Type= Double Rivet "DRBZ" . U Ix= 0.0330 A A A A A A A A A A 0O 5x= 0.037 in ^3 M N E''• _ 3 I i co Fy -beam= 33,000 psi ` ' . < :.N _ i j i Shelf Span =L= 49 In v v v v v v V V , t) O Pownatsle beam W 0 Pal Rivet '7' Beam 1 1. ►I U_ < Shelf Plan View u) d = W Check Beam Bending Check Beam Deflection Z. F Max Shelf LL= 135 lb E= 29,500,000 psi Z Ill O uj Load= w=LL'(2/3) /(2'L)= 11.0 pIf A= 5' w' L ^4/(384' E ' Ix) U t0 = 0.0700 in O N M= w' L ^2/8 Ci 1-" = 270 in -lb /Sallow= 1/180 2 W = 0.27 in OK I' H fb= M /Sy Alternate Single Rivet beam provided at unit '518C" u" Z Z 7,285 psi Single Rivet Beam "SRB" /16,' LLj Ix= 0.0120 in ^ 4 t't.s 9a . V , ■ Fb= 0.6 ' Fy 5x= 0.022 in ^ 3 4 0 H 19,800 psi Z fb /Fb= 0.62 OK fb /Fb= 0.37 OK A= 0.19 in Dallow= 0.27 in OK SgJ Rivet Ream Check Rivets For Static + Seismic Loads . i • Rivet Spacing =d= 1.5 in tmin= 0.075 in I Rivet diameter- 0.25 in Fu= 58,000 psi Fy- rivet= 50,000 psi Column Rivet M= 1,955 in W= (LL +DL) /4 Beam C= M/d = 34 T ...� = 1,303 T ..i d Shear Capacity Rivet Area 0.4 ' F rivet 1.33 t : { ;, ' ,:ae.,, = 1(0.25 In) ^2 ' pi /41 '0.4 ' 50000 psi • 1.33 ,i , , i f .,; = 1,309 lb ",{t + = 5c Bearing Capacity= Rivet Dian, 'tmin'Fu'1.2'1.33 frx: ' = 1,740 lb Beam to Column Effective Shear= 1(W/2) ^2 +C ^21 ^0.5 " ',�' = 1,303 OK ,w,, i i $$ , , . Bon Marche Calc B -0202 Page S of 12-- 7/23/2002_�f.i I • 1,-.11-.., i .. . ]. .t rv..• i i:`ll ...nl (t .. .. ...., .. ./ ... \M'.S•v:. ... u .. K.. a/ , °M'hShbilF):1Vi!�, }(4ilw+e:. .. . i u ....t ..K. 441.x,.v,i :C:1lSY.J 1 i i?d4.:413f6::N.ia:li iYOe 7d h�, :.c R.k'vk•:+.4 'v 'ki7.6;;Ji 1asirv..; k.ii;'$i`atit . i • S 1ructuro • i G once s E ngineering 1725 S. Doualoss Egl, Ste D_ CA 92806 Tel: 714.456.0056 Fax 714.456.0066 BY AA Project: Bon Marche Protect tt: B-0202 Anchors Configuration: Type 12 -C: 144" High x 12 -1/2" deep Z • Check overturning per section 2228.7.'f of the 19971/BC. H Z � Loads 63 J U Vtrans =V= 170 lb V /3= 57 lb 0 0 co • v UJ DL/Frame= 20016 -I 1 - LL/Frame= 688 lb Frame Depth =D= 12.5 in N LL Wst= (0.9'DL +LL)total= 868 lb Htop -lv1= 125.1 in uj 0 LL @ TOP= 1251b # Levels= 11 Q I- DVLvI= 10 lb # Anchors /End= 1 [L' -� DL'0.90= 9 lb T 4 u- Lateral Ovt Forces= E(F!'hi)= 6,599 in -lb N d W H 0 Z. f- aiDE FI FVATIC?t9 Z 0• Fully Loaded rack w W Vtrans= 170 lb U N 0 Movt= ECFi'hD1.15 Mst= Wst D/2 Uplift-T= (Movt- Mst) /D W 1- = 7,589 in -lb = 867.5 lb ' 12.5 in /2 = (7589 in-lb - 5422 In-lb)/12.5 in Z U = 5,422 in -lb = 173 lb F- - Z Top Level Loaded Only U Z Critical Level= 11 Hgt @ Lvl 11= 125.1 In 0 ~ Vtop= 2. 5' Ca 'i(DL +LL0top /n- transv) /(R1.4) Movt= Vtop'Htop'1.15 = 0.1148' (1251b +10 lb) = 15 lb' 125.08 in ' 1.15 = 15 lb = 2,158 in -lb Mst= 0.9'(DL -total + LL -top) 'D /2 Uplift 1 (Mont- Mst) /D = (125 lb +1016'0.9) ' 12.5 in /2 = (2158 In -lb - 838 in-lb)/12.5 in = 838 in -lb = 106 lb Anchor Check (1)1/4" x 2" Embed Hilt! Kwik Bolt 11 anchor(s) per base end. Special inspection is not required per ICBO 4627. Pullout Capacity =Tcap= 265 lb L.A. City Jurisdiction? NO 1 Shear Cpacity =Vcap= 400 lb Phi= 133 ^'ta i? Tcap'Phi= 352 lb , 40, Vcap'Phi= 532 lb . f t 4 s Fully Loaded: ' o' ' J # (173 lb/352 lb) ^ 1.66 + (85 lb/532 lb) ^1,66 = 0.36 <= 1.0 OK `- $1 , ; Top Level Loaded: ¢r..t a� (106 lb/3521b) ^1.66 + (81b/532 lb) ^1.66 = 0.14 <= 1.0 OK r_Y �i a Vx1 t .' on Marche Calc 8 -0202 Page 4 1 of 1 7/23/2002 ' r ' (�{ i.... .,, .. ;t ,. r .. +. ... rrh... ..._r .... .. ,,..5..5•. .e»a v1N,. *5'?Y;44i a4+a is .rYed +'. "• "". ,� ... ,...., h:'' zn ao:7rt.c'rrr.1..•.:.v.'L::ityji +�; i'is17;4`'Li�ti4tih. Jid1:71.1: J117R.tv1::l Sic;V•w.^s; afuS ..rAttiv^b:±ft 1 ' _ -- _. _ __ _ - __r- , - . 's T , S tructural Conc 5 Lin i n ee rin �" 1725 5. Doualoss Rd. Ste D. GA 92806 Tel: 714.456.0056 Fax 714,456,0466 By, A.A. Project on Morche Project $t: B-0202 Base Plate Configuration: Type 12 -C: 144" High x 12 -1/2" deep Z . Section 1 F- Actual base plate size is 5.25 In x 2.5 In x 0.075 in thk. Effective area used since due to thin plate H w p ~ W I e Eff width =W = 3,50 in Column Width =b = 3.000 in �_ T 1,, J V Eff =D = 2.00 in Column depth =b = 1.500 in D el Mb 0 0 Plate Thickness=t = 0.075 in L = 0.25 in 1 i ■; l■ ; N W Fy = 36,000 psi I I I b f. L i Base Plate PIar1 W —i N u Down Aisle Loads W 0 ' 2 P = 743 Mbase =Mb = 0 in -lb g u_< N Axial Bearing stress =fa = P/A = P /(D'W) M1= wL ^2/2= fa'L ^2/2 a = 106 psi = 3 in -lb _ ■ z.1.- Moment Stress =fb = M/S = 6'Mb/ l (D' W ^ 2] Moment stress -fb2 - 2 ' fb • 1.1W Z O 1 = 0.0 psi = 0.0 psi W W { Moment Stress =fb1 = fb -fb2 M2= fb1'L^ 2)/2 U 0 . = 0.0 psi = 0 in-lb 0 H M3 = (V2)'fb2'L'(2/3YL = (1/3)fb2'L " Mtatal = M1 +M2 +M3 = v = 0 in-lb = 3 in-lb/in Ir- H O 5- plate = (1)(t^ 2)/6 Fb = 0.75'Fy1.53 ill N = 0.001 in ^ 3 /in = 35,910 psi U F- _ . F- fb /Fb = Mtotal /1(5- plate)(Fb)] Z = 0.10 OK ' • . Cross Aisle Loads Pstatic= 743 lb Pseismic= 528 lb P =Pstatic +Pseismic= 1,271 lb i L = Base Plate Depth -Col Depth = 0.50 in fa= P/A =P /(D'W) M= wL^ 2/2= fa'L ^ 2/2 = 182 psi = 23 in -lb /in Sbase /in = (1)(t ^2)/6 Fbase = 0.75'Fy'1.33 ;, ^ :a ! = 0.001 in ^3 /in = 36,000 psi ! -- , ,, jiJ'3' 'r l> fb /Fb = M /I(S- plate)(Fb)] I, = 0.67 OK ,,,sit,„„ ; i a s Ret' AT l ,,` ' ,'C,^ Bon Marche Calc B -0202 Page lb of l L. 7/23/2002 z � '. ,, n fiy F? . .. -.`-_•..'- 1 .l-- .......—..-..r._.. ......... .. .:e'._.. ..... ..r..,.. _.:i ...b,...,... ...,..r: +w >,.,x.:Ce: is ?Itfs:.�e.vYu+. ..`1.-•..• - .. . , ...,al..n., l� r4,•. h:. vAnr;.; e.. i,: eut�. r»•! 5%. tanxa. w .�.. 4Y,. +:V, *f tk- `, >hJAfi:'.4 . w , r _-- - ■ - - - -- - - ` T • - • ■ t.{ S. • • . S tr uctural C once is " " n ineerIn • .. j :i h 1 . AP.or - .a. 14 4 11.. . By. AA Project: Bon Marche Project St: B-0202 Slab on Grade Configuration: Type 12 - C: 144" High x 12 -1/2" deep Z P :: slab 'H- W a Concrete _i O a - � f 'c= 2,000 psi U 0 D b e tslab =t= 4.0 in , W C ro s ■ slab i t I i phi =0= 0.65 J= • s I Cross I- ■ . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIfl IIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIl) - - -- c - -- Aisle N 14- c -+{ 5oi1 W 0 x (soil= 500 psi ... Movt= 6,599 in -Ib Zi 4 L ----.p . • • , , Down Aisle • • Frame depth= O.0 In • SLAB ELEVATION U) Baseplate Plan View _ d Base Plate I- _ B= 3.50 In widt =a= 3.00 in e baseplate width =c= 3.25 In (Sec 1922.7.5) Z. lr D= 2.00 in depth =b= 1.50 in eff. baseplate depth =e = 1.75 in Z O Load Case 1: Product + W W Seismic ? 0 Product DL= 110 lb P- seismic =E= (Movt/Frame depth)'1.4 (Strength Design Loads) U co Product LL= 688 lb = 739 lb 0 H Puncture I I U • Pu= 1.1'(1.2PDL + O.5PLL +1.o'E) (Sec 1612,2.1, EQ 12 - 5) Fpunct= 2'sgrt(P'c) W ~ O • = 1,336 lb = 89.4 psi - . Apunct= l(c +t) +(e +t)]'2't fv /Fv= Pu /(Apunct'Fpunct) LLi N = 104.0 In ^2 = 0.14 <1.33 OK . U = H Slab Bending fH O Asoil= (P144) /((soil) L= (Asoil) ^ 0.5 y= Cc'e) ^0.5 + t'2 Z = 385 in ^2 = 19.62 in = 10.4 in x= (L -y) /2 M= w'x ^ 2/2 5 - slab= 1't" 2/6 . = 4.6 in = (&oil'x ^ 2)1(144'2) = 2.67 in ^3 Fb= 5'(phi)'(f'c) ^0.5 = 37 in -lb fb /Fb= M /(5 slab'Fb) 1 • = 145.34 psi (Sec 1922.5.1) = 0.10 < 1.33, OK ' . Load Case I Static Loads • PDL= 110 l P LL= 6 lb • Puncture Pu= 1.4'PDL + 1.7'PLL (5ec 1909.2.1, EQ 9 -1) Fpunct= 2'sgrt(P'c) = 1,323 lb = 89.4 psi , .::; , Apunct= I(c +t) +(e +t)l'2't fv /Fv= Pu /(Apunct'Fpunct) ' �? = 104 in ^ 2 = 0.14 (1.0 OK I. , Slab Bending ' '` r, Asoil= (Pu'144) /((soil) L= (Asoil) ^ 0.5 y= Cc'e) ^ 0.5 + t'2 ti� { = 381 in ^2 = 19.52 in = 10.4 in �'�7 x= (L -y) /2 M= w'x ^ 2/2 5 - slab= 1't ^ 2/6 = 4.6 in = Cfsoil'x^ 2)/(144'2) = 2.67 in ^3 '< ,, Fb= 5'( hi)'(f'c) ^ 0.5 = 36 in -lb fb /Fb= M /(5- slab'Fb) ,A 41d 1922.5.1) = 5° t.y: (Sec 1 0,09 < 1.0, O K ' = 145.34 psi f ,� ONO 9 Bon Marche Calc B -0202 Page II of IT- 7/23/2002 r �' ' l I . . �,,.rt . .:.... - . , •, ,, a N v + .w. a , .". '' .•' ... ,. .vant.,,INI•Av.,t a•S t.:40 - "i.41R4.4Ay 1V ' itd ASk7,CApi� : . ; tr:, .,...cis , �.: n , . wwe.a.... , - .n �a Mu.re,... r ara: ' •Y+ riisai. Z- '9.6:K Yom t V '1,4 °.- . —I J •,.- , - - -,-- . . ,.., . • • , Structural — G oncet. s . o ar. =nglneerIng •• • • :_. .. - • .: " ... - • I • • . 0 . 11 P 0 •■•• A • • . AA,. . By. AA Project Bon Marche Project it B-0202 • Summary of Results Configuration: Type 5180:144' High x 18-1/2" 4eep ' Z < . U.i re 2 I I Component Summary Column DbI 14/2" x 149 0.44 OK Beam Double Rivet 'Dar 0.51 OK , Beam Rivet 1-1/2" Spacing 0.52 OK Anchor CO 114'x 2' Embed Hilt Wk. Bat 11 (1(130 4627 per base plate) 0.12 OK Base Plate Effective Size: 3.5 in x 2 in x 0.075 in thk (Actual 5.25 in ' 2.5 in ' 0.075 in Thk) 0.33 OK Slab 4 In thick x 2000 psi slab/500 psf soil 0.07 OK I Notes 1E2(tat 1 , Me: Ilia; 1 ,Irtlf . , , 4 0 kOf qiik1 . VI' # . ' Bon Marche Calc 5-0202 Page 17.- of 12_ 711 9/2002 ;401 1 ; • . ... ‘ - r.- - . r eWq.,, ., tail , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -244 DATE: 08 -19 -02 • PROJECT NAME: The Bon Marche - Racks Q , SITE ADDRESS: 500 Southcenter Mall cl w r w -I o X Original Plan Submittal Response to Incomplete Letter # N o Response to Correction Letter # Revision # After Permit Is Issued _I I w w 1 wO DEPARTMENTS: 10A L tA (2Z 611 AtVG t47 2 " Building Division 1 Fire Prevention • Planning Division n CO Cl _ w Public Works El Structural _ Permit Coordinator x I LLI 1- O Z F- LU Li j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-20-02 D o U co 0 H ! Complete Fr I ncomplete n N ot Applicable n w = w • • Comments: u--= O Z LU to ■ Permit Center Use Only 1= I F- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: . 1. Please Route re Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-17-02 Approved ❑ Approved with Conditions Not Approved (attach comments) n w Notation: a REVIEWER'S INITIALS: DATE Permit Center Use Only '`'fi AS CORRECTION LETTER MAILED: '4'' :: E tf V a'�''e Departments issued corrections: Bldg Fire Pin PW .:' Staff Initials: % . I'r. �s +r.; ;as. Documentshouting slip.doc ��� 2.28 -02 =i :,t: . . ' ., f., " It4 I • ■ 1 • r PLAN REVIEW /ROUTING SLIP .- ACTIVITY NUMBER: D02 -244 DATE: 08 -19 -02 PROJECT NAME: The Bon Marche - RAc Z S ITE ADDRESS: 50 S out h center Mall : , i_ z Ct 2 1L/ g Original Plan Submittal Response to Incomplete Letter # 0 0 • co ° Response to Correction Letter # Revision # After Permit Is Issued CO = 1._ u) w O DEPARTMENTS: 2 Building Division rit Fire Prevention n Planning Division n LL w Public Works n Structural n Permit Coordinator n I- Ili Z. E. } Z O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-20-02 w w D o Com Complete U p I ncomplete n N ot Applicable n o Comments: z o • I-_ U. .Z Permit Center Use Only U 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: Z TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required Cr ' I REVIEWER'S INITIALS: DATE: . i i APPROVALS OR CORRECTIONS: DUE DATE: 09 -17 -02 i Approved C Approved with Conditions '.. onditions Not Approved (attach comments) n .�; ,.,,4 Notation: , . i.1.b kt REVIEWER'S INITIALS: ( DATE: 8 i , k `its :, Permit Center Use Only r,,, CORRECTION LETTER MAILED: 'Fa` itn h . r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ;;;;u.'1_.�. Documents/routing slip.doc 2.28 -02 1 t M.: I " 'ncc . _ , , , .. 'HI Yn, rvtmw+.,.,rrw..v..ua...m: w ...................... ................,......................... , . r....... ............v.........5 tN'lllY, . .a • , PERMIT NO.: � t 0- 2kA TENANT NAME: (1 r.i.Th /V BUILDING PERMITS C5 INSPECTIONS CONDITIONS ❑ I Progress Inspection Status 4 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division • ❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I • 0 ❑ 5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit - Z ❑ 6 Follow -up ® 10005 All permits, insp records & approved plans available ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected 6 = ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified ' Q ❑ 60 WA Ventilation/Indoor AQC inspector ❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall he special inspected , U) W 10009 Bolts installed in concrete shall be special inspected W = ❑ 71 Mobile Home Tie Down Insp ❑ p P J' ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila N u„ ❑ 90 Resteel Building Division w 0 ❑ 95 Footing Drains ❑ 1001 I The special inspector shall submit a final signed report 2 ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation g ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid LL. < ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment U) d ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site H W ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have = ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z. 0 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying tire Z I—. ❑ 500 Roof Sheathing Nailing retardant class of roof w ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved ? Q ❑ 550 Exterior Wall Sheathing plans U ❑ 600 Masonry Chimney p CD 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project CI f" 0 700 Framing ❑ 1 002 1 All food preparation establishments must have King Co W W • ❑ 750 Roof /Ceiling Insulation ❑ I 0022 Fire retardant treated wood shall have flame spread of H V ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete u. ~O ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected Z ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated U N ❑ 803 Glazing Inspection 100 26 All structural masonry shall be special inspected F„ _ ❑ 815 Lighting and Controls . 10027 Validity of Permit p F' ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit Z ❑ 1000 Interior Wallboard Fastening ❑ tool Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div ' ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements ot'TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat \ 0 1120 Pre -Demo concrete ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 Final -Fire compliance with King Co Health Dept. . 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 1 0036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 401)3 Special -Reinf Steel Prestress ❑ 10040 All construction noise to he in compliance with 8.2 TMC - , ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces •, ❑ 4005 Special- High - Strength Bolting L ,t r ? , ❑ 4006 Special - Structural Masonry ❑ 1004/ Fuel burning appliances = .; , 0 4007 S ecial -Reinf Gypsum Concrete ❑ 10043 Appliances, which generate +r•r 0 4008 Special- Insulating Cone Fill ❑ 1 0044 Water heater shall be anchored Am • • i ; ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof 1 ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial improvement shall be anchored to , revent flotation" ❑ 4011 Special- Shotcrete P P ❑ 401 Special- Grading, Excav /Fil{' ❑ 4013 Special - Retaining Wall rlr� DZ.— !mo t/ Z ? r;, M :. ❑ 4014 Special - Panels Plan Reviewer: qok • D ate: kNi k,rY, �k ,�'C3"R��rF'}'�i S ❑ 4015 Special -Smoke Control System •` ° � Permit "Tech: bk. Date: B 2���Z ' . l r.,: 1 i ",. t • 4 „wk. 6., A414 % 46 4 INyiiki*q 03 . Yd; ..- — ! i • .m4 ,. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -244 DATE: 08 -19 -02 PROJECT NAME: The Bon Marche • Ra.dC6 a . SITE ADDRESS: 500 Southcenter Mall cc 6 . .."- ' . ; • ..... • , . Z Ix iii 6 = — J 0 O 0 _ _ . - - . • • . — w 0 .......' CO w WI.4 ,, ... — J 1.— , . ' • y'. U) U_ • • • u j 0 ..., ......;•:. 1. ;4.... „„ ... . g:3 .,....,— . •.. , • . • - .... u.. < . ■ .....,,..- .: - (0 D Y. •., — a 4....- 4. ., -............ 1— U•1 , RtGISTERED AS" PROVIDED BY TAW' Ail i z.i.- ' CONST CONT GENERAL ..,....• i-- 0 . REGIST. ; # . EXP . • DATE. • • i - ; z I-- 11.1 uj EFFECTIVE LINDECIO25D6 12/11/2002 2 n .. `DATE '' :03/26/1998' ' n CI — 0 w -' . O — ; LINDELL CONSTRUCTION.INC • . 01— ' 10515 181ST AVE NE {) REDMOND WA 98052 CV . ILI • ....._ . ' 47.=. ce ...... 0 I-- — I ,- . _g_ cp tu C■J I— r o3 z k ' ILI Cr) U ' l • • Z • L ' ' LLA ... ›D 0 tu ... 1. ready for issuance jerry cobos � 4 (. f _ Str �- iii iiiiiiiiiiii��� III • �l �� 9 7 i � Ili L I I II - ® . D �i lit I I ' °1�l iF e _ ® �, D K I' Illl' I I�«,� ( 4 2 • ) 333 -331 I I — j. II' ' \'' 1 la , , li .. Rapid Rack Industries, Inc. www ck.c c. JOISITE i i 0 fl _ (di rC.1 . e • TUkWiI , DRAWING INDEX -- ITEM DRAWING NO. DESCRIPTION REV. 500 S o , - t h e e( � ter ���yyy � (d m 1 PS-1181-101 PROJECT SPECIFICATIONS A �J% ll 2 PS-1181-K01 FIRST FLOOR KEY PLAN A -,- 3 PS- 1181 -L11 STOCK ROOMS #101/103/104 A I II (�)) • (�S�)) 4 PS-1181 -E02 UNIT ELEVATIONS A ITh e •k I e, .�. 9•1 (a ( 1 ) 5 PS-1181-D01 PARTS DETAILS A 6 PS- 1181 -D02 CONNECTION DETAILS GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) 1. SPECIFIED INSTALLER IS TO FIELD VERIFY BUILDING REQUIREMENTS PRIOR TO INSTALLING. 2. ALL AISLE DIMENSIONS ARE 36" WIDE UNLESS OTHERWISE SPECIFIED. 3. ALL SHELVING TO BE ANCHORED WITH A 0 1/4" x 3 1/4" WITH 2 1/2" IMBEDMENT ANCHOR BOLT. 4. MAINTAIN A.D.A. CLEARANCE WERE NOTED. I FILE COPY DISABLED ACCESS (T -24) THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 1997 UBC. I understand that the Plan Check approvals are A.) MAINTAIN 18" MINIMUM CLEARANCE BETWEEN RACKS AND THE STRIKE EDGE OF DOORS. subject to errors and h vi and approval of F j`u 1101111' plans does not authorrize ite the and of any C \j i \; fiDyED B.) MAINTAIN 5 FT CLEAR BETWEEN SHELVING AND FRONT DOORS. adopted code or ordinance. Receipt of con - C.) VERIFY COMPLIANCE WITH THIS REGULATION SUCH AS TOILET FACILITIES, ENTRANCES, ETC.. tractor's copy of approved plans acknowledged. C . 2 'malt g *i' 5. MAINTAIN 18" CLEARANCE FROM SPRINKLER HEAD TO TOP OF SHELVING UNIT. �� I - c aa` By rp ,.RG b, P_ 6. ALL DEAD -ENDS, NON- REACHABLE AND NON- USABLE CORNERS CONDITIONS Date t It: ' a INDICATED ON THE STOCK ROOM LAYOUTS SHALL RECEIVE FULL HEIGHT NETTING Permit N o. tillikafrorr • '.3ECEIED CITY OF TV UKV`1II -. �0®�09* TO AUG 19 2002 _.,. r•*� °".- R � *Rim,- U T PRIOR ' t VS � � ,, tt.P � s u I Pao y aON• PERMIT CENTER f.- _ .._,O,9A4. =15A. WA i f /., f `' „NA, : Ar` JUL 2 2 2002 I EXPIRES 08/01 /a C da q 4 PROJECT No. PS 1181 Bon Marche „, DO ltlltFll] l Il � ,,,,,, i�ll'll l �lll��l � l ilu C t y 1442,1 ( 2 6) 33 - RAC t �46 Ilia IIIII�IIIIIII 'illill llI���li Illillll1l I ll•lli II II Tel: 6 333 -RACK Tukwila 2 Rapid Rock Industries, Inc. FAX: (626) 333 - 3301 APPROVALS DATE 500 S011theenter Mall TITLE DRAw5 R.GONZALEZ 6/11/02 Seattle, WA 98188 CHECKED Project Specifications This drawing (or print) is the property of A RG 6/17/02 PROD RELEASE ENGR Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced s°E DRAWING N0. REV REV BY DATE DESCRIPTION APPROVED in any manner, nor used for any purpose D PS-1181-101 A whatsoever except by written permission P . REVISIONS of Rapid Rack Industries, Inc. sc.LE 1 /2" = 1" I I SHEET 1 OF 1 A 81 19 20 21 22 L3 • 25 26 27 28 29 30 31 T--- 33 _. I I w . : %\I I liI\ I\ , III Al _. Ill I I —�I! (Iyly ----f _A I I I I I I ---H3 -EH-- L-------:.- _ ,, 42 01 r1 L - F 1 I I 1 1 9 ___ _______I RIQ O - m -- m - .;;■91 ®- - -- u- - a- -- -Oi - - o m- 4 II I I IIrrI , ' a I , I t I 1 -- -11 T—F— I O i r i U i iii 1 I 1 I I I 1117. 1 • _._ ( - ...--4 _ .. -� „I - - - - ®- - , . - th - - - 1 I . I „ I L ______,. _ II - - - - - •• - -Ii . _ _ �-- - - . u r Im. MI ■ -MME g____ � I 1 \���IAl LIIIIIIIiftiftm*Ir � 1 1 1 1 I I �t "� r i--- -4, IP ------ ".--- -41 .,-- --, -.I C15 �F h`r4 I 1 �: {� it l _ -7 - �] �/ _ neeeweo cITV n TUKWILA AUG 192002 STOCK #101 I _ �� I Lll °E •i. IT CENTER -I -4 oi; /,. 51[ , _, I 4 Ott - t 7 r ` - � c? ' ; 1, * �� / 111 F,. S o W — — _ � � . : ````�\� I _ �1,s,s £ (� _ IF 4 "AL JUL 2 2 2002 STOCK #103 O 2/2, L11 STOCK #104 PROJECT N0. doe 11 11111 IIII 1 111111 IIII VIII I!Ilpl!I III 'IIII III I 14421 Bonelli Street Lll PS -1181 Bon Marche II ® I I VII ®I ® { I I Q, ; , C of Industry, CA 91746 IIIIIII IIIIIIIIIIII IIII IIIIITh IIIIIIIIIIIII IIIIII III IIII11 11 1 II I1 r.II l' Tel: 626 333 - RACK Tukwila 2 Rapid Rock Industries, Inc. FAX (626) 333 - 3301 APPROVALS DATE 500 Southcenter Mall TRLE Dw,wN R.GONZALEZ 6/11/02 Seattle, WA 98188 First Floor CHECKED Key ey Plan This drawing (or print) is the property of A RG 6/17/02 PROD RELEASE ENGR Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced s¢E DRAWING 00 0 E 0 q REV BY DATE DESCRIPTION APPROVED in antsoever y manner, exc nor by use ritten f or per any pu D PS — 11 81—K01 A L whaept wmiion REVISIONS of Rapid Rack Industries, Inc. scALE 1/16” = 1' I I sHEEf 1 OF 1 29 30 hi STOCK 7 : #101 I , YOUNG MEN 22" I I 48 COLLECTION 1 LI S18C S18C 49 1/4" � IIMPIMOna 11‘ \ 47 1/2'' I PROVIDE NETTING FOR ALL DEAD `A S18C NM S18C, , `,` AAREASEND P N USABLE 225 SLOTTED ANGLE ` A TOP TIES (TYP) PROVIDE NETTING FOR ALL I DEAD ENDS &NQN USABLE ` AREAS (TYP) 2 • I 0 0 S18C 411. _I1 • LC JUNIORS 1 36" aftim iiiiiii I 225 SLOTTED ANGLE I 1 \ 7 TOP TIES (TYP) S18R S18R S18R 1 4: 1:.4'. ® MEW EIN - - MN fli) • 11 3I " I 1 6 `) ® f I S181% \' S18R 118" (— — . .----I o�� m STOCK #104 CAP( Of T; YYy:;ik AFFRCuED I pr, 23 i." 11 1049t 4 . BOYS I 8 -20 36 1/2' I I STOCK i #103 ' ' 1 i 36" i 225 SLOTTED ANGLE TOP TIES (TYP) M F RS. i '// 36" i 4 � f ( J ___--- I I i 36" ; / /. CHILDREN'S 8 -20 SHOES - ,r RFCt �� 5180._ s,8a s,8o SS�QNAL °N JUL 2 2 2002 EmEguigi i kA EXPIRES oaiov.'L 1 U - - - - I - - - - I _. R`CEIVED CITY OE TUKWILA O Z AUG 1 9 20C2 ® PERMIT CENTEP PROVIDE NETTING FOR ALL PROVIDE NETTING DEAD ENDS & NON- USABLE BETWEEN BACK TO PROJECT NO. dos 1 lo ltll l l l lll l � llilll ull�ul u u� �� !uu ll � l uii l i U try Street i C it 14421 Bo of Indust CA 91746 AREAS (TYP) BACK UNITS PS - 1181 Bon Marche � � I I I „II III Ilul VI ' Tel: (626) 333 —RACK Tukwila 2 AX: y Industry, ( ) V III „ IIIIIIIIIIdIllid1iI u l WWII Inc. III Rapid Rack / ndust ies, Ic. (626) 333 -3301 APPROVALS DATE 500 Southcenter Mall TITLE DRAWN R.GONZALEZ 6/11/02 Seattle, WA 98188 Stock Rooms CHECKED #101/103/104 This drawing (or print) is the property of A RG 6/17/02 PROD RELEASE ENGR Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced SIZE DRAWING ND. REV REV BY DATE DESCRIPTION APPROVED in any manner, nor used for any purpose D PS-1181—L11 A L REVISIONS whatsoever except by written permission of Rapid Rack Industries, Inc. scoo 1/4" = 1' I I seEET 1 OF 1 UNIT "S12C" UNIT "S18C" GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) UNIT "S180" STARTER (12' x XX" x 18 ") STARTER (12' x XX'' x 18 ") STARTER (12' x XX" x 12 ") 1. ALL DOUBLE RIVET BEAMS (DRB) ARE INVERTED. ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY AA AP12 4 M AP12 4 AA AP12 4 BB DRBZ16 -XX 4 BB DRBZ16 -XX 4 BB DRBZ16 -XX 8 CC DRBZ16 -12 4 CC DRBZ16 -18 4 CC DRBZ16 -18 4 DD DRBLP -XX 4 DD DRBLPXX 4 DD DRB18 10 71P TYP AA ® FF WPMS HBXX XX18 2 EE DRBLP -12 4 EE DRBLPIB 4 TYP AA �) GG TYP CC FF CLIP -MS -2 28 BB ® TYP FF SRBTLLXX 12 g 1/4" GG WPMS -XX12 11 GG WPMS -XX18 10 AISLE y l__ t + _ H ,___, UNIT "S180" p 17" UNIT "S12C" 18 1/4" UNIT "S18C" qI■p ADD -ON (12' x )X" x 18 ") IIIIIIIIIIIIIIII CLEAR 1 ADD -ON (12' x XX" x 12 ") ® CLEAR ADD-ON (12' x XX" x 18 ") A -�� ID PART NUMBER QTY f{ ro C ID PART NUMBER QTY ' , ID PART NUMBER QTY ® DR -18 0 AA TP12 2 BB DRBZ16 XX 4 AA TP12 2 BB DRBZ16 -XX 8 DD ■ : C • CC DRBZ16 -12 4 �� BB DRBZ16-XX 4 ��t pp DRB6 10 FF a 0 0 CC DRBZ16 -18 4 4 DD DRBLP -XX 4 DD DRBLPXX ® 0 EE HBXX 5 FF lilt �a EE DRBLPIB 4 FF WPMS -XX18 2 EE DRBLP -12 4 FF CLIP -MS -2 28 FF SRBTLLXX 12 : p ��t 12" C 40 1/2" GG WPMS-XX12 11 H 144" GG WPMS -XX18 10 144" Ei, - CLEAR �.� EVEL 144 B" ® " BEAM q ® 0 I DD f TYp i C , � 13 1/4 CLEAR TYP LEVEL _ i EE .� } u u s�.�t II ® ,--s 1 1/2" 2 BEAM a ® 24 LEVEL TYP IIII j C CLEAR TYP 56 1/4" �.�t 1 l'100C BEAM ® 47 1/4" ' LEVEL � BEAM ® �� 30 3/4" LEVEL BEAM 0 CC C BEAM EL • : HICIM 36 1/2" I 12 1/2" 18 1 36 1/2" I 36 1/2" t- 18 1/2" 48 1/2" UNIT "S12C„ 48 1/2" 1/2" 48 1/2" UNIT S18C UNIT "S180" GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) UNIT "S18R" 1. ALL DOUBLE RIVET BEAMS (DRB) ARE INVERTED. STARTER (12' x XX" x 18 ") ID PART NUMBER QTY AA AP12 4 BB DRBZ16 -XX 8 CC DRBZ16 -18 4 DD DRB18 6 TYP AA m EE HBXX 3 0 FF 8 1/4 ,. FF WPMS -XX18 2 AISLE I - -- UNIT "S18R" p 1 [IP, ADD -ON (12' x XX" x 18 ") CM rf 'Y'YiiiA NA.�t ArPkC` +ED ID I PART NUMBER QTY 0 AA TP12 2 ^,U `j 2 8 2.62 42 1/2" 43 1/2" BB DRBZ16-XX 8 e tvrnli; p;;,p; CLEAR BEAM CC DRBZ16 -18 4 • LEVEL DD DRB18 6 EE HBXX 3 u u d��t FF WPMS -XX18 2 144" 42 1/2" 43 1/2" CLEAR BEAM BB LEVEL 1 0001124.4J 42 3/4" 48 3/4" �� sClsreR ° o��'` CLEAR BEAM s� E�' ANAL III CC LEVEL exP �wes y JUL 2 2 200? t CD CITY OF TUKWILA AUG 1 9 2002 36 1/2" 18 1 /2" r PERMIT CENTER 48 1 /2" „ „ UNIT "S1 8R _ PROJECT NO. JOB 7,, I I I lli I i I I IIIIIII,Illll 1111 VIII I ! I I'.II VI I q' 1 14421 Bonelli Street PS -1181 on Marche I IM II p1 ® 1 Iiil ® lq Il�lr I I' C of Industry, CA 917 Tukwi 2 ', III 111111 [1111111111 IIIIuI will 1 I 11 1� FAX: (626) 333 - 330 1 1 APPROVALS DATE 500 Sou Mall Rapid Rock Industries, Inc. nr. DRnO" R.GONZALEZ 6/1 Seattle, WA 98188 CHECKED Unit Elevations • This drawing (or print) is the property of A RG 6/17/02 PROD RELEASE ENGR Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced SIZE DRAWING NO REV APPRO�:O p PS-1181—E01 A I REV BY DATE DESCRIPTION in any manner, nor used for any purpose whatsoever except by written permission REVISION of Rapid Rack Industries, Inc. SCALE 1 /2 = 1 I SHE 1 OF 1 .,• y C s * 0 UNIT "S12C" UNIT "S1BC" GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) UNIT "S180" I STARTER (12' x )x" x 12 ") STARTER (12' x XX" x 18 ") 1. ALL DOUBLE RIVET BEAMS (DRB) ARE INVERTED. STARTER (12' x XX" x 18 ") ID PART NUMBER QTY ID PART NUMBER QTY ID PART NUMBER QTY AA AP12 4 AA AP12 4 AA AP12 4 BB DRBZ16 -XX 4 BB DRBZ16 -XX 4 BB DRBZ16 -XX 8 CC DRBZ16 -12 4 CC DRBZ16 -18 4 CC DRBZ16 -18 4 DD DRBLP -XX 4 DD DRBLPXX 4 DD DRB18 10 YPi\A,C,; CC EE DRBLP -12 4 TYPO 0 EE DRBLPIB 4 �ypQ EE HBXX 5 e) GG TYP BB GG TYP FF SRBTLLXX 12 / ' FF CLIP -MS -2 28 m® 9 1 4' FF WPMS -XX18 2 GG WPMS -XX12 11 i + _ _ GG WPMS -XX18 10 AISLE I -- 1.11 _ UNIT "S180" UNIT "S12C" UNIT "S18C" ADD —ON (12' x XX" x 18 ") 7 F 18 1/4" A DD —ON (12' x XX" x 18") 'fit ID PART NUMBER QTY CLEAR II ADD ADD—ON (12' x )0C x 12") CLEAR ki ! C ID PART NUMBER QTY ID PART NUMBER QTY ® �� AA TP12 2 f 1 ■� BB DRBZ16-XX 4 BB TP12 2 BB DRBZ16 - 8 �� BB DRBZ16 -XX 4 CC DRBZ16 -18 4 ® DD DRBLP -XX 4 CC DRBZ16-18 4 DD DRB18 10 DD F �•1 C ® CC DRBZ16-12 4 • • I A DD DRBLPXX 4 ® �� EE HBXX 5 __.k EE DRBLP 12 4 EE DRBLP18 4 FF WPMS -XX18 2 111 40 1 2" FF CLIP -MS -2 28 FF SRBTLLXX 12 N u 12 'C BEM GG WPMS -XX12 11 45 » GG WPMS -XX18 10 144" �. L LCLEAR ■ � LEVEL 144" FF 13 1 /4" BEAM 144" DD gyp f C CLEAR TYP LEVEL 0 i 410 AiiiiiiiiiigiliE ® 1 } 2 1/2' 24 1/2 1 a j h � C 56 1 /4" CLEAR TYP LEVEL TYP I BEAM i � . � t f ,® �.� G LEVEL �, 4LEVE �» 0 3 BEAM 3/4" BB CC ,I C IM i 00 LEVEL ggg f 36 1/2" I 12 1/2" 1- 36 1/2" 18 1/2" L. 36 1/2" 1 118 1/2" 48 1/2" UNIT "S12C�� 48 1/2" �� 48 1/2" UNIT " S180 " UNIT S18C GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) UNIT "518R" 1. ALL DOUBLE RIVET BEAMS (DRB) ARE INVERTED. STARTER (12' x XX" x 18 ") ID PART NUMBER QTY AA AP12 4 BB DRBZ16 -XX 8 CC DRBZ16 -18 4 DD DRB18 6 TYprAZ 0 EE HBXX 3 •0 8 1 / 4 "� FF WPMS -XX18 2 AISLE } '_ UNIT "518R" F T CM ' i'u:.::i A ���� ADD—ON (12' x XX" x 18 ") C R' cG`iEU I H ID PART NUMBER QTY AI1r' 2 g 2 f - AA TP12 2 qn 2 , lijill 42 1/2" 43 1/2" BB DRBZ16-XX 8 q mr = w c r. ^sr CLEAR BEAM CC DRBZ16-18 4 LEVEL DD DRB18 6 EE HBXX 3 u N 111 FF WPMS -XX18 2 EE 1 DD 144" 42 1/2" 43 1/2" CLEAR BEAM LEVEL . 1. ii 4 S 7 1 42 3/4" 48 3/4" - , 4 4 IF R , . CLEAR BEAM fSS S ,ONA,t"'''' JUL 2 2 200? ® LEVEL %PIAES og /01 _ F • RECENED MM CITY OF TUKWILA tl� 4 AUG ? 9 2002 48 1/2" °DO 36 1/2" 18 1/2" 2,2 P E , AITCENTER UNIT S18R » PROJECT N0. JOB 7., I�JIII :Viii MIN II IIII II IIIIIIII'lllll II I llll l l])iIII I 14421 Bone Ili Street PS -1181 B Marche It ® /�I i111I ® q l I II {II I . I I III l of Industry, CA 91746 IIIIlIIIiIIIIIIIIIIIiIIIIIIIIII�III ulfl'lIIIIIIIIIIIIllllt Tel: 626 333 - RACK Tukwila 2 Rapid Rock Industries, Inc. FAX: (626) 333 -3301 APPROVALS DATE 500 Southcenter Mall TITLE DR "' R.GONZALEZ 6/12/02 Seattle, WA 98188 CHECKED Unit Elevations . This drawing (or print) is the property of A RG 6/17/02 PROD RELEASE E NCR Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced srzE ,RAwmc u Rev APPRO. D P S- 1181 —E01 A REV BY DATE DESCRIPTION in any manner, nor used for any purpose whatsoever except by written permission 1.:...... � REVISIONS I of Rapid Rack Industries, Inc. scALE 1 /2" = I sneer 1 OF 1 e ' a a e D _ G c RA -1508 PART NO. DWG NO. RA -1565 PART NO. DWG NO. RA -1555 PART NO. DWG NO. RA -1517 aPXX iS _C� r ._ AN (.0747) ASTM A 569 HRS DESCRIPTION_ TEE POST DESCRIPTION DOUBLE RIVET "Z" BEAM DRBXX DESCRIPTION D BL (R IVET BEA DOUBLE ' ASTM A 569 HRS TPXX MATERIAL 14 GA. (.0747) ASTM A 569 HRS DRBZ16 -XX MATERIAL 16 GA. (.0598) ASTM A 569 HRS 1 - _ - } 1 1/2" ii 1 1/2" 11 J L_I__ i i - t - - -- 4 3 1 1/2 L J I I If 43° 1 1/2" 1 !7 12 » �n 0 4� 2 1 1/ 16" I jI ? 2 3/16" I lit IpI II f� �I VJ 3/8 T 3/8"T I V - ! - -,h- �� 1 I PART NO. DWG NO. RA -1519 PART NO. DWG NO. RA -1551 _ DRBLP -XX DOUBLE RIVET BEAM PART NO. DWG NO. RA -1606 PARRTT NO. RA -1569 TE PLATE MATERIALION DOUBL (.169)ASM LOW PROFILE MAA569HRS SRBTLL -XX M ATERIAL DESCRIPTION 16GA. B 598)AS ASTM A 569 HRS HBXXR MATERIAL 13NGAB TT A 569 HR CQ 1 MATERIAL ON ,1 GA. (.0747) ASTM A 569 HRS NOTES: (UNLESS OTHERWISE SPECIFIED) 1. INSTALL 3 TT (TIE PLATE) PER SIDE BY SIDE UNIT, 1 @ APPROX 6" FROM BOTTOM OF UNIT, 1 @ APPROX 1r 6" FROM TOP OF UNIT, & 1 @ APPROX MIDDLE OF UNIT. f'1 I f 2 1/16" V> I 4> 7/8 2 3/8" �� �� 15/16„ v� I 1 1 8" v © 9/16 " � } I � I I 1 1 1/8" 2 1/4„ �I PART NO. DWG NO. RA -1574 I I v v DESCRIPTION NO. 225 SLOTTED ANGLE 225 -XX MATERIAL � 12 GA. (.1046) ASTM A 569 HRS CITY Of UIC14: A kPPRCVED L, * 4 # � * 1111 + 55G 2" ". M r 7 ,y , CNVISt PART NO. DWG NO. - PART NO. DWG NO. RA-1536 /RA -1537 PART NO. DWG NO. NONE 1 1 3„ /2' WP- MSXXXX DESCRIPTION ESTERN PACIFIC METAL FPD /L MATERIAL 140 GA P ( A 569LHRS /L IIAXXX MATERIAL SEE E OWHOR BOLT MATERIAL f NOTES: (UNLESS OTHERWISE SPECIFIED) NOTES: (UNLESS OTHERWISE SPECIFIED) � 2 1/4" 1. ANCHOR FOOT PLATE TO FLOOR WITH A 01/4 x 2 1/2" LONG IMBEDMENT ALL ALL ANCHORS TO BE HILTI KWIK BOLT -II #4627. I ANCHOR BOLT. (SEE ANCHOR BOLT DETAIL) _./ 1 2. TYPICAL (2) ANCHORS PER DOUBLE FOOTPLATE. APPLICATION PART NO. "A" "B" IMBEDMENT 1 r O+ tom/ i SHELVING WA 325ICDO 01/4" 3 1/4" 2 1/ I 410. 1 l I A P � 1 III I p AP OR 1 hd APH PART NO. DWG NO. RC 1647 CD d 4 T I '61 9 i k CLIP -MS - DESCRIPTION ADJUSTABLE SHELVING CLIP 2 MATERIAL 12 GA. HRS ZINC PLATE FINISH 1 \' N Vii° I � �� � " • 1i '` NOTES: UNLESS OTHERWISE SPECIFIED. I _ I / 1 / 1 ] L FOR REPRESENTAION OF A, B & C, REFER TO PAGE PS-1181-002 i 0/ 1 ✓ I � t . i u I / 1 II / `� C ' II I I/ 6' I 6' q q J + / � � �� t UU L 2 2 ZOOZ O II / 1 1 / r "B" '''''-' 3 / 4 ,. I — 3/4„ ( 1 I I II I - / ,(� ~ \''' - II ' / ,,,II 1 I EX / os ov�2 l ) / �.. A 1 1 4" � �. 4 3 ` \ R ECErVED ill O O / �� . 0 crr of K ,LA H I, f i z a . .. u a/ 2 ?: % r AUG 192002 C FASTEN WITH #14 x 3/4 " » A » PERT" CFNTEF TEK SCREW 1 5 9/32" I II II SEE CALCS FOR UPLIFT ®I lulull ®p III ® 1 11 I I 4 9/32 I I PROJECT N0. JOB 1 11110111 1111111 III q II 14421 Bonelli Street Li j PS -1181 Bon Marche I 144 I ® I II I' hi lls ' ll p �i Ci t Y of I ndustry, CA 91746 I lu1: 1 I 1IIII�I1[1:1l1{IIFII ul 1111111IIIJ Tel: (626) 333 - RACK ' 8 Tukwila 2 Rapid Rack Industries, Inc. FAX (626) 333 - 3301 L 500 Southcenter Mall TITLE � 1 APPROVALS DATE �i_ DRAW R.GONZALEZ 6/1 1 /02 Seattle, WA 98188 C B CHECKED Part Details This drawing (or print) is the property of A RG 6/17/02 PROD RELEASE ENGR Rapid Rack Industries, Inc. and shall not be traced, photographed, or reproduced SIZE DRAWING N0. REV /� REV BY DATE DESCRIPTION APPROVED in any manner, nor used for any purpose D PS-1181—D01 A I whatsoever except by written permission REVISIONS of Rapid Rock Industries, Inc. sco.E 1 /2" = 1" 1 NREEf 1 OF 1 GENERAL NOTES: (UNLESS OTHERWISE SPECIFIED) I , NSDE OF SHELF SITS ON A, B AND C POSITIONS AS SHOWN. I B B 1 2. CLIP -MS -2 ARE TO BE INSTALLED IN SHOE STOCK ROOMS ONLY. �� �� I AP POST AP POST Lo j j' — ij n � — METAL SHELF r Ill - - - Vj i i �' I', l' 1 I I LI ' i � III �i I 1 < e' I' T- I � n � V I �� � - '1 I POSITION "B" CLIP -MS -2 g 1 P j POSITION "A" c T ! A ! B E n 1 A • B � J h � � I � � k1 0� I ! l � 11 I 1 1 I 1 1 i i L t CLIP -MS -2 y , 1 _ � a II �; u I 1 C ✓ I r T � I _ � n I LI POSITION "C" POSITION "A" POSITION "B" POSITION "C" CLIP —MS -2 TO SHELF ASSEMBLY DETAIL CLIP —MS -2 DETAIL AP POST CONNECTION SHELVING SHELVING / UNIT UNIT , t A_ ®�� r t � AP POST •••••• .•••••••••• 225 SLOTTED ANGLE •••' DECK SUPPORT CITY 9f iva+ 1 B APPROVED 8 2n2 B TOP TIE ® ‘e \ AUG UG 2 U SLOTTED ANGLE g w+ r 05/16 -18 x 3/4" HHMB c t w /NUT GRD5 (TYP) ((\ g ! � ® Ii 1 CLEAT j _ D , / / ro SHELVING- "r �� © ®o '•• • ©• a• ©• ©• ®• I i / ' A l Q UNIT / 225 -3 SLOTTED ANGLE „}�!_ � i � ' / CLEAT � ��`� I I I V. s� g'f � N O � z I � `I„ _ _ 0,1... � ° t JUL 2 2 2002 r E 08 /Ot /B2 d • C1 225 SLOTTED ANGLE TOP TIE CONNECTION AUG , 9 -. 111111 0 — — — — 4— AISLE I PROJECT No JOB I I I IIIIIIII II ifflI IIIIIII;!IIol:IIIp:: I; III:',I I III�II I 144 Bs Street PS -1181 Bon Marche I' ® iIAP I ' ® I® 1q III "I III City o f Ind ustry, CA 91746 BOLT Tukwila 2 FAX: (626) 333 -3301 .IIIII1IIIIII11IIIIUIIIM IIIIIIIIIIIIII III 11,:1iVII�IIIlIl1 Tel: 626 333 - RACK Rapid Rack Industries, Inc. APPROVALS DATE 500 Southcenter Mall TILE DRAWN R.GONZALEZ 6/11 Seattle, WA 98188 CHECKED Connection Details This drawing (or print) is the property of SLOTTED ANGLE A RG 6/17/02 PROD R ELEASE ENGR Rapid Rack Industries, Inc. and shall not TOP TIE be traced, photographed, or reproduced SIZE DRAWING N0. REV (SINGLE) APPROVED D PS —1181—D 0 2 A L. REV BY DATE DESCRIPTION in any manner, nor used for any purpose whatsoever except by written permission = REVISIONS of Rapid Rack Industries, Inc. SCALE 1 /2" 1" I I sREET 1 OF 1 a f