Loading...
HomeMy WebLinkAboutPermit D02-207 - PIER 1 IMPORTS - STORAGE RACKSD02 -207 Pier 1 Imports 17388 Southcenter Py Sep 11 02 01:48p SE 1 GM I C t~.IYls ava uu.. w,,,.. 1 . . altiMIC INC. I MATERIAL HANDLING ENGINEERING 1985 TEL : (909) 869 -0989 FAX : (949) 869-0981 ' i z cc Lia September 10, 2002 -J 0 00 - CO o CO Doyle Gage w W � Davaco Dallas, TX 75231 u- - SUBJECT: Pier 1 Imports; Tukwila, WA (02 -1126) cn a Gentlemen: Z H Please note that the system is Q.K. by anchoring the front post of the Back to Back Metal storage Fixtures z O (Types A & B) only. Conservatively the Light Duty Storage Fixtures were only looked at as single row uw w units. Since the Back to Back units have 4 columns in the transverse direction 50% of the live Load could 2 m be used in analyzing the overturning forces per section 2228.5. Thus, the front post anchoring system is v o more than adequate for the given loads. 0 N o 1 . - LU. • Please feel free to call me with any further questions you may have. i- • — 9 O . Z Ili Sincerely, I i 0 H . //- . 4„, .,„, % ; John G. Juarez 1 use g ; Q � . SEP 1 1 2002 BUILDING DEPARTMENT '': 7[:,,.77 �' • •.• s.4 'i 7 J •I • .� 1 •• 1 8 • V, City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 2623049079 Permit Number: D02 -207 • = F-= Address: 17388 SOUTHCENTER PY TUKW I Date: 0 8/29/2002 ' W Suite No: Permit Expires On: 02/25/2003 QQ = i0 Tenant: v O Nom Name: PIER 1 IMPORTS N w Address: 17388 SOUTHCENTER PY, TUKWILA, WA -J H N o Owner: w 2 Name: MBK NORTHWEST DEPT 436 Phone: QQ Address: P 0 BOX 34935, SEATTLE WA LL Q CD = I Contact Person: H W Name: CHERYLL NICKELL Phone: 909 869 -0989 z H Address: 161 ATLANTIC STREET, POMONA, CA Z O Contractor: ? o Name: FIXTURE PERFECT INTERNTL INC Phone: 214 706 -6620 0 w Address: 8950 N CENTRAL EXPWY STE 400, DALLAS, TX 0 Contractor License No: FIXTUPI008L3 Expiration Date: 02/05/2003 w w , Iw DESCRIPTION OF WORK: LI 0 INSTALLATION OF STORAGE SHELVING IN AN EXISTING RETAIL STORE. Z w U2 O I_ . z Value of Construction: $0.00 Fees Collected: $1,586.44 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N 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 t Sewer Main Extension: N Private: N Public: N ;r17,000 Storm Drainage: N . V4ita Street Use: N c,.., k4. Water Main Extension: N Private: N Public: N rj sU'r +? `�` Water Meter: Channelization /Striping: k. ^.', ,.s ** Continued Next Page ** 1 at4z 4.444 o ,tti,i 3 doc: Devperm D02 -207 Printed: 08 -29 -2002 ' op .wM. . ..., fw,w..l•N ^inwvv,s..r•ativu, nn <.+r..NWU4M'JG . 1 . • I 0 4,01A. ( r) Oto City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: •'29 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 w re ordinances governing this work will be complied with, whether specified herein or not. 6 5 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local v o g g p p g ty p y c (laws N regulating construction or the performance of work. I am authorized to sign and obtain this development permit. w F- . 53" -- ,27 -6 '2— S ignature: :-,c .i-c Date: w } O Print Name: /1/4/27 u. 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 F-- _ suspended or abandoned for a period of 180 days from the last inspection. ? F- Z O U 0 O N 0 ,-- w W H V U. F.3" i 0 O Z ti r doc: Devperm D02 -207 Printed: 08 -29 -2002 Rp 4 - .- -- k Cr - :\ f a -1,'")1 • 4 ; S) Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2623049079 Permit Number: D02 -207 Address: 17388 SOUTHCENTER PY TUKW Status: ISSUED ~ w Suite No: Applied Date: 07/17/2002 m Tenant: PIER 1 IMPORTS Issue Date: 08/29/2002 -i 0 me U) iil 1: ** *BUILDING DEPARTMENT * ** _I H 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. N u- 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These W O ' documents are to be 2 5 maintained and available until final inspection approval is granted. u. Q 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as c d amended, Uniform Mechanical Code H w (1997 Edition), and Washington State Energy Code (1997 Edition). Z H 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a z O permit for, or an approval W of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to 2 D D give authority to violate U to or cancel the provisions of this code shall be valid. p F„ 6: ** *FIRE DEPARTMENT CONDITIONS * ** at W , 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: F= - U 8: Maintain fire extinguisher coverage throughout. u- ~O 9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) t.. z 10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel U N shall also comply with 1 - the Building Code requirements for accessibility. (UFC 1204.1) z 11: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 12: The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words 1 on the sign shall be block • letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1003.2.8.3) 13: 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- 5.5.3.1) 14: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 15: 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' �,v approval of the W.S.R.B., ?i' - =i' Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior ia: Y, 1'.. to submittal to the 40 �_ N Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 01 16: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) ?,.,_y , 17: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Y ; �njiv!:: 18: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of m ,,�:o- intended use 19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such CO33 , 4,Vic tili doc: Conditions D02 -207 Printed: 08 -29 -2002 r.r: r,.,. • .4,„,;,1,0,v,.. I ?+'.',t,..:.: , :,1: , ...,•a.;:.<so... (lt.w, : • s, :i4i m4Wittil' kt 11 A" .t a A ■3 464 ra. s. ' vpe^.;..,,,:r. o 4 _ • i v , City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 condition or violation. 20: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. Z ' O 2 J V ° I I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances U O governing this work will be complied with, whether specified herein or not. , N W J � • The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. w u. 2 ,- g5 n c Cj �-- u_ Signature: �^ -•_ Date:` — a R = Print Name: ash /14/ 7L z � W O > > U N O O 1-- 2 1 o :. U , _ . O F— ; Z i • . M.ljM :M 1 � . w1+'� Eir Mt: Mt doc: Conditions D02 -207 Printed: 08 -29 -2002 ElkA 1 • i I . �./ ■ : I • 21 0 4 PM T tl R D /PIl . • of it Ai.' ' ' - FOP STAFF US / ^LY • •� ' r.',' f : tom. , �, t v -, . 0, A ff- %?b: P erm i t C ent er 'tt � t t •. zt 14: .,,,.;.;1 , ' -_ - Rta� � bar ,� � t. , �;� .��R . ��.. > a„ ' ► 6300 Southcenter Blvd., Sulfa 10r r u kwll a, WA 98188 ?' , T *‘ ... "`'' • '' 10 X (206) 431 -3670 .• per ik ym r.; ;: '" .�, ; Commercial / Multi - Family Tenant Improvement / Alteration Permit Application • Application and plans must be complete in order to be accepted for plan review. - Applicationsw/ll_nnt he accepted. through the malt or facsimile. Project Name/Tenant: •� Value of Conslruellor • P. r .�- . r-SS V� �+ lJ Site A ddressi �� yet Tax Pal Number: Street Address: City Slate/Zip: Fax 0: '� W r ntrail9r iaos Phone: �` � U ! 1 v o ee Address City Stale/Zip: Fax N: CO i CO IL : Arc-Wiest- Phone: W = J Street • Address: City State/Zip: _Fax M: 1n u_ r � In ,/ Q �! P O0 En g i nee r)- ( 1 . c C z 5'l. G phone d q • $ / ' s� I 9 2 I — � r d � �/ ' J i Si,00t Contacr r I ��� (J Fax M:�l q . Q• c j a i � o � �r I A/ , (, �C�CL p 0� �� • q g q W I - Street Address: n � City Slate/Zip: Fax N. . Z = • Description of work to be done: -- Z O 0 • Existing use: u Retail - R ,st ❑- MWii — u- Wa,ehouse ❑H ltal V ' ❑ Church El Manufacturing Motel/Hotel ��,/� � W o ❑ Office - Q — Schaal/College/University _ Other. ,O ❑ $J ' Vi�19I d . W (-- Proposed use: Retail Re • 7y Multi•lamily DWareho 'fe ❑Ho pi 1 . I V El ' Church_ 0- Manufacturin . cuMatel/Hotel 17 Office I— I= ❑ School/College/Universll anther _ _ L I O 'Will there be a change of - - Q yew- no__ ityes,- ex1enr nr cl:amp (4ftM sd l onal sheet if necessary) W Z Will there be rack storage? El yes ❑ no 1 p H Existing lire protection features: ter sprinklers ❑ automatic lire alarm O rione ❑ oth (specify) • Z Building Square Frret: • • existing - (sq-./t.). 1 : Will there be storage of Ilammablelcombustible hazardous material in the building? _ ❑ yes no Attach list of materiels and storage on-aepar t/2 -X-}F aterial afety Data Sheets f AN . r • AP.PLIC7 REQUE$T`FOR.PU TS.,Ir�cIVIL�L r :R s7 E roitor 'FQcLOWIN4j " S i' i• t ;- „�3 . • (Additidrteirevlewe may... . Q„ S Nir x Pb6/N a e .. itteint � `; ,' " ‘ .. ❑ Channelization/SlripIng ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zontl ❑ Hauling Cr Fire Loop/Hydrant (main to vaultpt - - Size(s):— ❑ Land Altering 0 Cut cubic yds. l 0 Fill cubic yds. 0 Landscape Irrigation , ❑ Sanitary Side Sewer *:-: - - • u.Saw r- Main.Extension . 0 Private 0 Public ❑ Storm Drainage ❑ Street Use 11 Water Main Extension Q Private 0 Public ❑ Water Meter /Exemptlt: Size(s): __ 0 Deduct 0 Water Only . • ❑ Water Meter /Permanent N Size(s): r❑1 Water Meter Temp M _Size(s): _ Est. quantity: gal . Schedule: - , u Miscellaneous r, l; • Value of Construction - In all cases, a value she d by the applicant. This ligure will be reviewed and e; is subject to possible revision by the Permit Center to comply with current fee Schad i' . �,�•; '4 1 Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by ; " °$ I : limitation. The building official may extend the time for action by the applicant IOCa.parianot g 180 days upon written request by k,..'• ; ' , the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. "ti ,a.' • I Dale appllcaUon accepted: Dare application expires: Application taken by (initials) ° 1 r PLEASE SIGN BACK OF APPLiGA1 ION Fuii1JM ,,, ,, CTPERMiT.DOC I/29/97 a; `'� 2 . i t({1}��{pJJ,,..yy g ,,..-,: .„_•,,,,,,i4w4.:,„ t.6. ' i • t • FEB 21 '02 05 :46Pt•1 TUKWILA DCD'PW P.3/3 • ALL COMMERCIAUMULTi•FAMILY T • NT IMPROVEMENT/ALTERATION PERMIT ICATIONS • MLIPT RE ilITTED i 'lr!TH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, • STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN . D' 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 Z • (Form H -13). Business Declaration required (Form H -10). , = t ,H Z F our (4) sets of working drawings (f/ve(5) sets for structural work), which include : Ce W . . . . . . . , . . .. .. . .. . . .. i I - i' - —\. - S s 1 1 4 001AIN 60110 .., Cit of Tukwila • 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT , 1 , Z w Parcel No.: 2623049079 Permit Number: D02 -207 6 D Address: 17388 SOUTHCENTER PY TUKW Status: APPROVED U O ' Suite No: Applied Date: 07/17/2002 co 0 Applicant: PIER 1 IMPORTS Issue Date: J H . co u. ul° Receipt No.: R020001263 Payment Amount: 963.25 ■ Initials: SKS Payment Date: 08/29/2002 10:02 AM u. User ID: 1165 Balance: $0.00 co d I-- W 2 Z Payee: FIXTURE PERFECT INTERNATIONAL, INC Z O i— w L ? o TRANSACTION LIST: p N, Type Method Description a H- Amount Ill U . . I— 2 .. j Payment Check 33387 963.25 u' U = ! ~ ~ . i . ACCOUNT ITEM LIST: Z ' Description Account Code r . Current Pmts BUILDING - NONRES 000/322.100 958.75 �- i STATE BUILDING SURCHARGE 000/386.904 4.50 • Total: 963.25 11. r .7t v ; t r k ! , % fr: �,s r 3 1 .6 3 gi , 4e ::; l'1 ' A r("L�' 'Y C doc: Receipt Printed: 08 -29 -2002 "'Y: r }} 1. `r :! .. `c , .. .. .,, ..t.... x.ry,,.,,,,., + i. : w' ': s.'c:a s..,,124 .au.,..4.3._ _..... u ..,.... .. .. .._. ... ...»..........,....«. .._., .— ,._.. _... ..— ,...— .,....o-.,. • ..«.a. ..f 44U.n.tm , • ■ - - - � - ■ 7 1: 41‘"C111 4,0 t141 � • ty -,,� x Cit of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • � z RECEIPT ; ,_� Z �W Parcel No.: 2623049079 Permit Number: D02 -207 -J 0 Address: 17388 SOUTHCENTER PY TUKW Status: PENDING Cl) W Suite No: Applied Date: 07/17/2002 w = , z ,F Z ......... , - Cr — S . I - e' ■ s '.., Z < • 1 ' ,i••• Z CL Uj 6 D 0- - .:. .. , - , : ' = i ' // .i. i -J (..) (-) 0 , (0 ° 4"-Th . . u) ui ■, 1 I ' ' ' INSPECTION RECO 1 , - . w i ,,:.. -- 1 -II_ Retain a copy with permit „ 1 -/U °11-* I ;...2 . INSPECTION NO Ph I NO u j 0 t ' - ' CITY OF TUKWILA BUILDING DIVISIO •! JP ?: 2 :':' ... ,,,;;:: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 Pr '- • '-, , Type ofInspectioqr ,`':'. ,ti.-:::!• ner 7 ploric /-/ i 7 Ke; c ,L I ( ri 1 — a ._... j I Addr F _ w ess: Date Callea: / x g -...... -er 7/(e ocq z 1 ... ,1,:: ,...-;.„, 1- 0 1.,_.. Special Instructions: Date Wantgl/ / 0.53) ,'. 7,'''''. ..._.• v 9 o, p.m. z LU uj VA 1 i•- .. Co4 .e Requester 2 D 1 ../7 % c brr /- D 0 O CO -..;:. ': * ' 0 — Phong.No;. ; O F- - 337 - Liv3 ; I 0 P.,,':,.. El Approved per applicable codes. Corrections required prior to approval. 1 .,(.?--' ,.. • : . Z Ie?L .. COMMENTS: iii w , 0 , "-...., :. . rey 1 1 C -... f}4. , 0 r o ptia 1 f ulfrei , of z ... I . v , . ?os- 1 i ( 6 r 1 1 , t AA t 7' 'Si Trl 4 O VV‘i i• tow\ . 'V 00 + 4 .1. -“' ). a. T) . A001014z, kt .-... 1 -- 1 n v V... -'. I . in .54 V on 1,v, vv\I Ss i h? ,.... , . Ci PA c in ti 1r \c.c. t + 5 . I- h 5 l 1 dr i iv.•. : t : t;- " • n( u-e. P inr, 1 v 1 -9 10 r 0 -C- i'rco rd I. !.'i.: . " ' 1 • c -sZ c, IN' e 1 0 p f v o I i ei I • , (,..: • - ic.. • ' • o: 1519`Ye vv.. -e . , . i • . • - lc .. . ' .14 .i! -,, . ; U11 c: • • ,- ,erit3i'e, , r - . „ till .' Inspector. e ...- Date: 9 f.. 11 , 474 A,.A..017 ....9 0 :.. 4:.', ' • .. - .: 171 $47.00 RE1NSPECTION FEE REQUIRED. Prior to inspection, fee must be Matrtit, • paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 v 1 . : 'if ( t N Receipt Date: , ,.., ..;.. • - i , i ■ . i % , , _ _ - - t Sprinklers: c/ . Fire Alarm: y Hood & Duct : rr Halon: A/ Monitor: '`," ' ',,Pre -Fire - A/ , ,f, " •Permits . / M iir +', ...., -.c<a.,\f . /-/P)3'•/4-- g , ti;:. - ..., , ,-, r 4 . Authorized . Signature Date 00-474 i = , . r ti FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 " ``'��` X 1, ,1 : i .n�5. i r'3 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 1 rt ; + , �. ;; . i 4 I • , 1 , - r - �.cr , I • j ,, „, . 11 i • • SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVING SEISMIC ANALYSIS . ALASKA INDIANA OHIO j DRIVE -IN RACKS MOVABLE SHELVING STRUCTURAL DESIGN ARIZONA KANSAS OKLAHOMA CANTILEVER RACKS STORAGE-TANKS CITY APPROVALS CALIFORNIA MICHIGAN OREGON • MEZZANINES MODULAR OFFICES STATE APPROVALS COLORADO MINNESOTA PENNSYLVANIA Z CONVEYORS GONDOLAS PRODUCT TESTING CONNECTICUT MISSOURI TEXAS Q CAROUSELS BOOKSTACKS FIELD INSPECTION GEORGIA MONTANA UTAH ' _ ! PUSHBACK RACKS FLOW RACKS SPECIAL FABRICATION IDAHO NEVADA VIRGINIA UI RACK BUILDINGS FOOTINGS PERMITTING SERVICES ILLINOIS NEW MEXICO WASHINGTON 4 WISCONSIN J U 00 co 0 I W = J I— CO IL FILE COPY uj0 g co a =w t- _ z 1 ._ SEISMIC ANALYSIS OF , o . z I- LIGHT DUTY STORAGE FIXTURES Ul uj FOR 0 N PIER 1 IMPORTS #1129 0 17388 SOUTHCENTER PKWY. z 0 • f TUKWILA, WA o JOB #:02 -1126 .. z U W APP o I- % o ; 9 �? l e .t .i c4 A d -,:401,,,, ‘ ' " s'ONAL V' .• II J W f wOliviloroVi.N ,: I : p2 2 3 � �� t. TL0 CITY RECEIVED O FTUKWILAKS t - JUL 1 7 2002 g 4s . PERMIT CENTER t q,4,,,,- ,,, ..,,,,,, I b 2 .... 2 0 7 , ,R,,,v,,ti.,.,,,, i ..„s„ , 161 ATLANTIC STREET • POMONA • CA 91768 • TEL : (909) -0989 • FAX : (909)869 -0981 hr . ; ; .1 :r t t. :': ( .:.} ! .. • t:... . w».... .. ... ... •.....r..r Yx• J,!, iMStR1kR4Vt .adJtY.'^%ftf:Yrilt:. I .. .v ... k`i. .r.,.�'t'•'.t ltiZ:w.•itaf l+/. � CX .- i:ir�l:..'1.>.vti.ItMS';1::tiri HidS'JR'+�i •:y'+hY>NVgl1>.4:•LlAw+mne+. .... -.r rr4a.r .:tw.vtf �V 1 -- __ • - - - - ‘,./ - - — Y • •w..\ , , SEIZMIC PROJECT PIER 1 IMPORTS " FOR PIER 1 IMPORTS ' INC. SHEET NO- 2 OF 34 4 MATERIAL HANDLING ENGINEERING CALCULATED BY L1• DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 • ' j TABLE OF CONTENTS z _1- DESCRIPTION PAGE# ' Q 2 METAL SHELVING ANALYSIS 3 TO 16 g O • PROJECT SCOPE & PARAMETERS 4 GENERAL CONFIGURATIONS 5 U SUMMARY, SPECIFICATIONS & ELEVATION 6 TO 7 = d LOADS & DISTRIBUTION 8 F _ TRANSVERSE ANALYSIS 9 z F. COLUMN ANALYSIS 1 TO 11 z g SHELF ANALYSIS . 12 to 13 W a., RIVET CONNECTION CHECK 14 D 0 OVERTURNING ANALYSIS 15 0 - SLAB & SOIL CHECK 16 W = W • COLUMN WRAP ANALYSIS 17 TO 21 u 0 PROJECT SCOPE & PARAMETERS 18 t . z LOADS & DISTRIBUTION 19 2 N , • OVERTURNING ANALYSIS 20 I SLAB & SOIL CHECK 21 z • , WOOD SHELVING PERIMETER ANALYSIS 22 TO 26 PROJECT SCOPE & PARAMETERS 23 t LOADS, DISTRIBUTION & OVERTURNING 24 . COLUMN ANALYSIS 25 OVERTURNING 26 • i RUG DISPLAY ANALYSIS 27 TO 34 PROJECT SCOPE & PARAMETERS 28 LOADS & DISTRIBUTION 29 COLUMN ANALYSIS 30 : BEAM TO COLUMN ANALYSIS 31 ^�,, BEAM CROSS TIE qi , k ,•; r ).). OVERTURNING 33 SLAB & SOIL CHECK 34 ° �' .' . -,. a?.�' • • 1,:104, ', ' � M1 u C ( .4441 \ c AMA R, 1`�pp��ya ' . M. t i 1 v:S.w.W..._. _x.....,_. ..... '..,,...,.. ✓. r• ..r wni Yr. la`lwu Mf. . +.....,......... .... ......... ............. __....- .....•spy.+ r w >.. .R... a... �m s , r ,..{ . . .. . . . odKfammtom. Ph.."A . .'4;A %0,0400 ... Cnr z k,,,,n At Y+Kn . t 6 } 4 • j r i r r PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS SHEET NO. 3 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 a Z 6 5 4 J U to c J F- i N u_ ju O • g 5. J . LL. Q' = W Z H E- O Z I- METAL SHELVING ANALYSIS 2 U co W UJ W O W U • • i 1 A „yecl+s..a.;..4. c,., 4'tas; ,raNidnLa.'+�! +' u�iwa°»' iSLdedGa�7U 'kl�atiigk9Vt @iC51lCMiPiMfk4 9 e 0 '`\ SEIZMIC PROJECT PIER 1 IMPORTS FOR PIER 1 IMPORTS INC. SHEET NO. 4 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J-J• DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 0 161 ATLANTIC AVENUE • POMONA • CA 91768 LIGHT DUTY STORAGE RACKS z PROJECT SCOPE H W P COPE re 2 } 1 , b , PROJECT PIER 1 IMPORTS • SEIZMIC FOR PIER 1 IMPORTS • INC. SHEET NO 5 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 GENERAL CONFIGURATIONS; z a 1) POST w 2) FOOT PLATE 3) ANCHOR 0 l ,�' 5) BEAMS 5A v7 co o co tu , IP, I 6 J � ' W o li . •I li 411 • , • . / °� 2B 0 W u.z : • • H- = Z 0 ti • PLAN VIEW � t { • NOTE; THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED. . EV4 F r . . t ..� r,:t!,. , , +.,.., . , , , -„'G%+,..,; n,,, 34,A ,p, m„,,, dfxJ „t' r ,, 0 _; r, ■.. , .. I ..... rc.A ......Y , tw ✓, !!PO .t.1 i+f�.Xml''N�. Yu '"t `�,a i*fS"R, n !r<7++?P '�7!z A.rA�:�,�?t tVM'1litfe4 1 CONFIGURATION 40" F - I - ' SINGLE ROW UNITS z # LEVELS= 4 LVL Ili ' BEAM LENGTH= 72.0 IN 0 H LULEVEL = 150 LB DULEVEL= 10 LB FRONT VIEW . SIDE VIEW z 1 i SUMMARY OF RESULTS (METAL SHELVING TYPE "A ") BEAM COLUMN ANCHORS (OVERTURNING) TYPE= Z BEAM TYPE= DBL ANGLE TYPE^ HILTI KWIK BOLT II STRESS= 53% SIZE= 1 1/2 x 1 1/2 x 14ga LC.B.O.# # 4627 TYPE= LOW PROFILE STRESS = 41% QUANTIlYI(F.P.k 1 ' `` STRESS= 43% S I Z E = 1/4°0 x " MIN. EMBD. . , 14: ''�' ' {�' �y+� ± STRESS (FULL)= ; : 2 tiff y 1 3: LdL r!1 1 BEAM CONNECTION SLAB AND SOIL # RIVETS= 2 SLAB THICK= 5.0 IN A: RIVET SIZE 1 /41N CONCRETE r� 2,500 PSI STRESS(PU SOIL BEARING 1,000 PSF STRESS(TENSION)= 0% # NCTURE� 7% . :,:-.,......, .. ..,, STRESS= 32% • - .i = � ,, _,,,1,- 4. "i`��w,<w,u ....::,,...... ..,......,, A. ,. .•.:.., . , ‘.,, : ._ vallai , ,. ..... ,,,v„‘„: 1 .istalescassamouseemea.measszumwatstoteactak..,,...,, ..,,__,_„......6.......,,,..., ...,a., { , . / - \, , , PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS 111441044z.0000111 SHEET NO. 7 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 • 161 ATLANTIC AVENUE • • POMONA • • CA 91768 . SPECIFICATION METAL SHELVING TYPE "B" ``' z THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH , Z w IN THE 1997 UBC. THE STRUCTURAL COMPONENTS SHALL BE ANALYZED cc - -. N . r } 3 `I ' ' ;Z's '' +r ' r! I Z . ' 4 .r, S::: 1 o t k ;'.• ;: � . , �' :_ .i, `',�,41.w�• . * r?rh� A t F ` 1'�,.sr ; � �� 0 % -�'9N�'k!'{�'iT. If _ BEAM CONNECTION SLAB AND SOIL ? 4 `''e: # RIVETS= 2 SLAB THICK= 5.0 IN ! RIVET SIZE= 1/4IN CONCRETE f'� 2,500 PSI STRESS(PUNCTURE)= 7% L . STRESS= 32% SOIL BEARING= t000 PSF STRESS{TENSION)= 0% '_ ■ .rtr r 2 .' 4:10 s ., .« ... ,, ww :. v., ..w mr«nwu,:w ,w«.,. .- —re t ar r u arkmi ..e,:.,•.. ,.•, .e ti . ,e' r xj4 +' "�a "'i tF h5 % wJP?.4� ±`. *' +. `u1 YS ? �YHr' w 4f GSJ" . f,. , I I - '. . ,'■ .-.., . , 1 , PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO. 8 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY JJ• DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS & DISTRIBUTION METAL SHELVING TYPE "A" Z ~w RACK ANALYSIS WILL BE BASED ON 1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS: re Q V 2.5xCaxIxW /R 00 Cam0.36 N I° 1 WI R = 4.4 <_= BRACED FRAMES R ° 5.6 <_= MOMENT FRAMES w 0 n ° 1.4 < = =° WORKING STRESS REDUCTION g 5 W Q #of SHELF LVLS ° 4 <_= ACTUAL SHELF LEVELS = d SHELF LL ° 150 LB /LVL <_= ACTUAL SHELF UVE LOAD I... _ DL/ LEVEL = 0 LB /LVL � ; :i;. <-= ACTUAL SHELF DEAD LOAD Z I.- I— 0 ZI-- #of SHELF LVLS = 4 < == ADJUSTED SHELF LEVELS (MOMENT RESISTING LEVELS) W w SHELF LL = 150 LB /LVL < == ADJUSTED SHELF LIVE LOAD DL/LEVEL = 10 LB /LVL < == ADJUSTED SHELF DEAD LOAD o • co TOTAL LL = 600 LB • o 1- TOTAL DL = 40 LB W w ' H U NOTE: SINCE NOT EVERY BEAM LEVEL IS A MOMENT RESISTING ELEMENT THEIR LOADS ARE DISTRIBUTED LL- p TO EACH OF THE MOMENT RESISTING BEAMS. . Ii U O ~ SHELF SPACING = 40.0 IN Z • SEISMIC SHEAR . V- 2.5x0.36x1 x(600LB/1 +40LB)/5.6x1.4 = 73 LB LEVEL wx(DL + LL) hx wx hx Fi Movt 60 r;3.:Q :. 480 0.9 3 IN-LB :1 :: :;.. :..,`...:.. , , ,.: �;:;16d•�L:f�• � :�..:...:: ,4Q,�:IN,::: 6,400 12.1 LB 484 IN-LB I 3 I 60 LB 80.0 IN 12,800 24.2 LB 1,935 IN-LB I 4 160 I B :: :12,0 0 19,200 36.3 LB 4,354 IN-LB :!.:: ::;:;...: :;:1::P.';.;:1:•-::',:l.:.::•is::;.:::;:;:::::: :;.:Vi;::: -....•;:, : .::.Z.,.::,:. teri7; • r ' i ...... ... , . ......:;.:.:::N.:"..: 1 fi� to ' 20.0 IN 800 LB TOTAL = 38,880 73 LB _ •6,775 IN -LB ° ..� ;� . '.TT .,.._,,; rr +: t:i ,.s::.;�•:Ut,:i%, ±.,+eY..r w.,i:r.d•l;Rf ?n':.c'r >rl. t5: irn •, .a Pa fact pia' '' y 'Kt� ^I.MAYJ rra+eW+ +e, ,n �T nroa'e+^ yl"/fi?. : "Q� . 1 --- votia Autgg i . . 1 I - - '1 . .• - ..‘/ • t , t . PROJECT PIER 1 IMPORTS ` SEIZMIC • FOR PIER 1 IMPORTS • . INC. SHEET NO. 9 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J•J• DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 TRANSVERSE ANALYSIS METAL SHELVING TYPE "A" a COLUMN FORCES W Mbase = 0 IN-LB <= =BASE ASSUMED TO BE PINNED 6 Pcol(seismic) = Movt /d N o • 282 L6 � VcoI = V/2. 37 LB , CO u w 2 Mco1(1 -1) = VcoI x hi - Mbase Pcol(1 -1) = 320 LB • ' = 37 LB x 3 IN - 0 IN -LB u. = 110 IN -LB = d • w Mcol(2 -2) = [Vcol - 1Fi /2] x hi /2 Pcol(2 -2) = 240 LB < == COLUMN CHECK Z H = [37 - 0.5] LB x 37 IN / 2 i = 671 IN-LB w w I 2 D 1 Mcol(3 -3) = 605 IN -LB Pco -3) = 160 LB v N 1 Mcol(4 -4) = 363 IN -LB Pcol(4 -4) = 80 LB — . ' w w � ' i :•ri1`�. T i • I- f LL F — O Z .iy w CO U— — _ H i 'i 0 • BEAM TO COLUMN MOMENTS 1 Mconn(1 -1) = [Mcol(1 - + Mcoi(2 -2)] / 2 = 391 IN -LB . \ Mconn(2 -2) = 638 IN -LB < == CONNECTION CHECK • Mconn(3 -3) = 484 IN -LB • Mconn(4 -4) = 181 IN-LB s: i : ` J l : 4.'t ` Y t ?- ••i •l. ;•iii; I i i " x Y 1` o f 4 t• i f: s it . s . i : • ! i " � • 'i • a.. t .„ - t tFftjt v , 11 1 . 3 k. .r' . N .1' . . . . .. .. . , iLFd rLl.Y• '.u:.Ja.. .......,,t.Y,n,,... :ar „,K..s :ai.h,. ..ro1 vti, 0 .• .< ....,i.4.'"'.._ A • , a. +{4 : upa;}YKaaiMRl� 1hY : i�` . ( `.+..t�' , .,� � ! "' � '�}dtM1Yd' A. 1 ; i I - i" • - `1.4 - - , - 1 :■ ,, 9 PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS . INC. SHEET NO. 10 OF 34 } MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (9091869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA.91768 TRANSVERSE COLUMN ANALYSIS ' METAL SHELVING TYPE "A" z ANALYZED PER AISI & THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. H z re . Ptotal-' 522 LB 6 U Mmax 671 IN - LB 1 1/2" cJ O KxLx /nc - 1 *40 IN/0.52 IN co = 76.9 < = == (KI /r)max �����n w w KyLy /ry = 1 *40 IN /0.685 IN r _II_ � =58.4 I' N u- O AXIAL 1 1 1/2" 2 Fe= TrA2E /(KL/r)maxA2 • 11 g 5 = 49.2 KSI , < Fy /2= 18.0 KSI + Cl) d SINCE, Fe > Fy /2 F-- _ THEN, Fn= Fy(1- Fy /4Fe) ? I = 36 KSI *[1 -36 KSI /(4 *49.2 KSI)] z O = 29.4KSI ww Pn= Aeff *Fn 2 p = 8,281 LB U cn flc= 1.92 2 ANGLES TO RESIST INDUCED FORCES o I-- NET SECTION PROPERTIES w w Pa= Pn /flc 1 1 /2 x 1 1 /2 x 14ga t-- H = 8281 LB /1.92 t = 0.075 IN u- O • = 4,313 LB Aeff = 0.282 INA2 iii Z P /Pa= 0.12 < 0.15 Ix = 0.076 INM• v • FLEXURE Sx = 0.070 INA3 ~ O 1- CHECK: P /Pa + Mx /Max 5 1.33 nc = 0.520 IN z ' Iy = 0.132 INM4 • Pno= Ae *Fy Sy = 0.086 INA3 = 0.282 INA2 *36000 PSI ry = 0.685 IN = 10,134 LB Kx = 1.00 1 Pao= Pno /flc Lx = 40.0 IN ' = 10134 LB/1.92 Ky = 1.00 = 5,278 LB Ly = 40.0 IN Myield =My= Sx *Fy Fy= 36 KSI = 0.07 INA3 * 36000 PSI E= 29,500 KSI = 2,533 IN -LB Max= My /flf Of= 1.67 = 2533 IN- LB/1.67 Cmx= 1.00 1,5171N-LB Cb= 1.0 r Pcr= n^2EI /(KL)maxA2 : , . t: = nA2 *29500000 PSI /(1 *40 IN)A2 px= {1 /[1- (flc *P/Pcr)] }A-1 = 13,853 LB • _ {1/[1 (1.92 *522 LB/13853 LB)] }A-1 ` l , • = 0.93— THUS, A T ,,r . ... (522 LB/4313 LB) + (671 IN- LB/1517 IN -LB) = 0.54 < 1.33, OK M Vic val • y, k., xkla w 1. • r,+.. r. i'f ... r r . t n .. `.ti':. .. l..T! ". .•✓�S:'ry ):yS.. nn .,., l.r !l. ✓. ...'• 1l bN. v. Fr)• wrirY...' JT.: A'✓ m '•..^?Cr:Yi.aYlf14h''S•M r .t ♦r ,. i. r.i.'Ri..++.Y'.}.1: +`I�: T.: A r '}cry �A,._ .a?. hYr t.¢` wt P�3��`,a'�3:k'fiS.i'�•wS'Y`S?A t . . -_ , -• — � • • -, .- SEIZMIC PROJECT PIER 1 IMPORTS FOR PIER 1 IMPORTS INC. SHEET NO. 11 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 • 161 ATLANTIC AVENUE • POMONA • CA 91768 LONGITUDINAL COLUMN ANALYSIS METAL SHELVING "A" Z ANALYZED PER AISI &THE 1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. w Q! r Ptotal= 240 LB . 6 v M max= 671 IN -LB U O KxLx /nc = 1 *40 IN/0.52 IN 1 1/2" ' cn W , = 76.9 < =_= (KI /r)max J x KyLy /ry = 1 *40 IN/O.685 IN ,��,���„� in I ' AXIAL = 58.4 � w O 2 I Fe= rrA2E/(KL/r)maxA2 i" 5 49.2 KSI i $ L Fy/2= 18.0 KSI ( = d 1 SINCE, Fe > Fy /2 ill �— _ THEN, Fn= Fy(1- Fy /4Fe) ? 1 f = 36 KSI *[1 -36 KSI /(4 *49.2 KSI)] z O = 29.4KSI �? . • ....... ■ : I. ,. PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO. 12 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 . SHELF ANALYSIS METAL SHELVING TYPE "A" ---___ z = F- z THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENTS TO CARRY THE GIVEN STATIC ce g LOADS. ASSUME SIMPLY SUPPORTED END CONDITIONS. 6 D UO SHELF LOAD(DL +LL)= 160 LB /LVL 7/16• 55 'I g CI 1 1/8' � - \ Z L11 I BEAM TYPE 1: LOW PROFILE Y 11/z• - i F— wO Mmax = wLA2 /8 / 2 = (160 LB * 48/144) *(24)/8 119 g = 160 IN -LB • � . D. a fb= M/S ,1 �' z ILI = 160 IN- LB/0.017131 INA3 liO Z F- = 9,340 PSI 24" z 0 y Fb= 0.6 *F 2 p = 0.6 *36000 PSI 0 N . ..Z 1 = 21,600 PSI LOW PROFILE al— w = fb /Fb= 0.43 < 1.0 BEAM TYPE 1 OK Ix= 0.010 INA4 E— v Sx= 0.0171 INA3 LL' O A. 5WLA4 /(384EI) L= 24.0 IN z = 5 *160 LB *(48/144) *(24 IN)A3/(384 *29X10A6 PSI* IN ^4) d= 24.0 IN v N = 0.030 IN Fy = 36,000 PSI p E- z Aaliow =L/180 = 0.133 IN OK h174 4 ' R • b Aky S 'i y,. e4 le m.r. . .,.. •. , t.rR,r6 a. ,. .i.e_. r.a - a,to . a.a ..., .. ?.i•.tr {il{, r. . a. .s ti<., , Ma+. ,> 1' v 4 • ,.ka „ !t 6 R ,� ;s:eri4?rY,u'SdtlW '�tdx: lw 1. r,•. v' +R€tt`V#:547.:ti `' xi.� . . , i " .i - -. - - �- 1 b. . PROJECT PIER 1 IMPORTS SEIZMIC . FOR PIER 1 IMPORTS INC. SHEET NO. 13 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY i i. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SHELF ANALYSIS METAL SHELVING TYPE "A" a Hz , THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENTS TO CARRY THE g GIVEN STATIC LOADS. ASSUME SIMPLY SUPPORTED END CONDITIONS. 6 v 0 0 SHELF LOAD(DL +LL)= 160 LB/LVL co W wI BEAM TYPE 1: Z -BEAM VARIES / /( Mmax a wLA2 /8 1' 2 = (160 LB :::4:::72>/8 re L i 8" I.- i = 11,489 PSI � II 0 Z 0 2 3/1" � Lii 11.1 Fb= 0.6 *Fy D o = 0.6 *36000 PSI o = 21,600 PSI ( o W w =V tkGP w p ll! Z U = , 0 Z fb /Fb= 0.53 < 1.0 BEAM TYPE 1 OK A. 5WLA4 /(384EI) = 5 *160 LB *(48/144) *(72 IN)A3/(384 *29X10A6 PSI *0.0654 INA4) \ = 0.150 IN I Z Aallow =L/180 = 0.400 IN OK bc= 0.07 INA4 Sx= 0.047 INA3 1 L= 72.0 IN , d= 24.0 IN Fy = 36,000 PSI v I 44 +..tt ' 0 1 Rq R i -JT ' ; l 74 4 i s:t ti� 7 , : ::*. t . F• i i .)• �. .. •, ,. • . :.. •.., ,...... :.,....,. •:, , , " .v�>^i., ei >45s, ti kns;JtdKi.rai. :.tmtw ,:si•e.,tn.>r �� ,a.:an4r`xn6y" 1 .a4a'yyt en4.3k3A'" , h.Yti`/+`o'¢ i � ' • s, I I SEIZMIC PROJECT PIER 1 IMPORTS FOR PIER 1 IMPORTS ANC SHEET NO. • OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 CHECK CAPACITY OF DOUBLE RIVET BEAM CONNECTION Z w . SINCE THE FRAME IS ASSUMED TO RESIST THE SEISMIC LOADS AS A MOMENT RESISTING cc 2 J CAPACITY OF STUD IN SHEAR co I W O Vallow= 0.4 * Fy * AREA * 1.33 � � - 1,309 LB LL Q ' SM t MEW D * Mallow= Vallow d z W = 1,964 LB > Mconn OK Z H t- O Z I- Mconn g n O — o 1 -- W W • 2 V H Vallow 0 o O_i_ Mco 0 N i ~ O 1- Z 1/4" DIAM. RIVET @ 1-1/2" Q.C. AREA= 0.049 INA2 Fy= 50,000 PSI 4'n— . ma .. ; i x � .`� ... F • } { ( l i d'. firak` yte,' ■j. `"�t "t x 1 • .. .. , i "1.. '111,:, � t 1 i a 1 . : .,,• _ ... ... ....,,. ,.•W.. „ • •.k r.,, ,••.• r#, ArImpnvir .. fr. Ay,- Auk,•••4414.1A kr,,l ., aam,,,f 1 Z i .- .- I . `-. ' 1 ■ • � . • gQ . I l -w Z� • zo COLUMN WRAP ANALYSIS, D CI o� • ww H U. F- 1 O; W Z• U j O 1- Z •, • • ' :.::,.�, i q\ c • ` � !: ii t(�4'ift ;'. r • • • . . 1..........10.10.10.10.11 . .... m ' mom . ' me . . I . . . PRW LI - + ..�, „.„,.1.:,,ti.,„ .. .. ,., .. .. .. , ".. .+.... .,. r". •x r�.y.+ w :• '�•l.ti... .. d.i.tut, .'CL,a. v...... , ..,..�.. ......._..—..,.............. ".....,......«wr.4...,.n..., -., �..u.wrK.+.w.n.,.., r r 1 .,.._. . 1 . • I - .- y - - t 4,,-- ,'` i , I 9, _ . SEIZMIC PROJECT PIER 1 IMPORTS FOR PIER 1 IMPORTS j INC. SHEET NO. 18 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SCOPE: z THE ANALYSIS OF THE COLUMN WRAP LIGHT DUTY STORAGE RACK UNITS IS TO DETERMINE ITS , H z COMPLIANCE WITH REGULATIONS SET BY THE 1997 UNIFORM BUILDING CODE (UBC). CC z OVERTURNING ANALYSIS WILL BE ANALYZED ONLY, SINCE THE UNITS ARE NOT OVER 8 FEET TALL -J 0 N 0 PARAMETERS: w z iii V= apxCaxipxWp /Rp or 0.7xCaxIpxWK < == =1997UB J C SECTION 1632.2 cno I � � NOTE: ANALYSIS WILL CHECK FOR OVERTURNING ONLY SINCE UNITS ARE NOT OVER 8 FT. g -¢ SPECIFICATIONS: = d Fy (STEEL)- 36,000 PSI Z H Fy (BASE PLATE)- 36,000 PSI i- O ANCHORS- 1/4 "0x2" MINIMUM EMBEDMENT HILTI KWIK BOLT II (I.C.B.O. #4627) z LIJ w SLAB 5 IN x 2500 PSI ? o SOIL- 1000 PSF 0 w ' - LOADING TO BE DISTRIBUTED AT 25 LBS/ SHELF @ FOUR SHELVES PER ELEVATION. o f - CONFIGURATION: i z 'Li . ' i - ~ H . �p z W� VARIES H I O z 12" ` -- ........ 12" - — 12" 12" J — S 96" 12" r.,. 12 12" : rtF 12 • .1 MIIIIIIMMIIMTIIMIMMMIIIIIIIIIIIIIIIrIMI■Ir ::: 1 4! '14 rat i :A I M f . 1?3;`q Etie m� Rtt.Y+# n n mnm+rvr t•a• wr +r++ : 'I'IIB91I'IIlm' i '�F� tYJ0:1.'C:#YSIY' nN.nMC'r'a.^f«•,.rrr•r ^, .,.... ._._ ...,.nn , .... yv. . y.. t2. „ o,,, 1 , -.. • , •,. ., SEIZMIC PROJECT PIER 1 IMPORTS FOR PIER 1 IMPORTS INC. SHEET NO. 19 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 . LOADS & DISTRIBUTION: COLUMN WRAP z LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL Wp= Wtotal = (wLL/1 + WDL) . 11- DEAD LOAD PER SHELF . = wDL 1- w SEISMIC BASE SHEAR DETERMINED IN ACCORDANCE WITH SECTION 1632.2 OF THE 1997 UBC = Fp. 6 � WHERE: Fp = ap x Ca x Ip x Wp / Rp or 0.7 x Ca x Ip x Wp _J o Fp(32 -2) = ap x Ca x ip x Wp / Rp co w ~� ( =1581b LL Fi = V Whi/IWh tii z TRANSVERSE DIRECTION: v = , Fp trans = [0.7 *0.36 *1 *(800/1 +80)/1]/1.4 p F =1581b z Fi = Fp Whi /ZWh (SEISMIC DISTRIBUTION: I LEVEL h WEIGHT HEIGHT W X H Fl (long) Fl (trans) Mot IN LB IN LB -1N LB LB IN -LB • i 1 12.0 100 12.0 1,200 4,4 4.4 52.8 2 12.0 100 24.0 2,400 8.8 8.8 211.2 3 12.0 100 36.0 3,600 13.2 13.2 475.2 4 12.0 100 48.0 4,800 17.6 17.6 844.8 5 12.0 100 60.0 6,000 22.0 22.0 1,320.0 6 12.0 100 72.0 7,200 26.4 26.4 1,900.8 , $ 7 12.0 100 84.0 8,400 30.8 30.8 2,587.2 . r I 8 12.0 100 96.0 9,600 35.2 35.2 3,379.2 ; j -y ,. 3' • t �1.�( zl �r' I 96 IN I • E = 43,200 158 LB 158 LB 10,771 IN -LB Mai TOTAL FRAME LOAD = 880 LB pS: •ti ttt. .k; .t ,r•;,, . ...x, . , n9: " +i :thrae ` ";Y, p'k',Jt 'pla... M . s".5dta:A.leWd kE,.ter .'fit. '« . .'. ,. i}. ` . ^ .(RSX'.N1r..':dSCl.O'?9rl ert•n: •.R1nry t > ">'.+.,rr r t... .. ,ter s,: .... , .. .. ... .. .. ... .. .. ll • 1 ... PROJECT PIER 1 IMPORTS • SEIZMIC FOR PIER 1 IMPORTS iNC. SHEET NO. 20 OF 34 MATERIAL HANDLING ENGINEERING . CALCULATED BY JJ• DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 . 161 ATLANTIC AVENUE • POMONA • CA 91768 . OVERTURNING ANALYSIS: COLUMN WRAP --- ANALYSIS OF OVERTURNING WILL BE BASED ON THE 1997 UBC z DEPTH = 30 in < = == ASSUMED MINIMUM OVERTURNING DISTANCE cr TOP LEVEL HEIGHT = 96 in c.) FULLY LOADED: v p Total Shear= 158 lb Mot = X(FI *hl) * 1.15 I = 12,387 in -lb • w 0 Mst = X(Wp + wDL) *D/2 = (800 lb + 801b) 30 in /2 u_ { = 13,200 in-lb - a Puplift = 1(Mot - Mst)/Depth _ ( = (12387- 13200)/30 ? = 0. lb <= NO UPLIFT z TOP SHELF LOADED: ? Q SHEAR = 20 lb o I Mot = Vtop * ht * 1.15 o F- 0 20 lb* 96 in* 1.15 • 111 u =2,186 in -lb �' Mst = (Wp +wDL) *D /2 LL O = (100 lb + 80 Ib) *30/2 v = 2,700 in -lb 0 . Puplift = 1(Mot - Mst)/Depth = 0 lb <= NO UPLIFT ANCHORS ' QUANTITY= 1 ' PULLOUT = 353 LB SHEAR =533 LB t COMBINED STRESSI = (0 LB/353 LB) ^5/3 + (79 LB/533 LB) ^513 ' =0.04 <1.00K COMBINED STRESS2 = (0 LBt353 LB) ^5/3 + (10 LB/533 LB) ^5/3 tXa.3.y = 0.00 <1.0 OK /6 yy S.4 USE (1) 1/4" 0x2 "MIN. EMBED. HILTI KWIK BOLT II (I.C.B.O. #4627) OR APPROVED EQUAL , PULL OUT CAPACITY IS THAT OF WITHOUT SPECIAL INSPECTION. ' 11: ' ! t.. f r 4 i, . = (11.95 IN- 8IN)/2 t =5.0IN , : F 2.0 IN f'c = 2,500 PSI i, Mconc = (w)(b ^2)/2 = ((1.33)(fs)(b ^2)]1((144)(2)] A = [(1.33) (1000 PSI) (1.97 IN) 2]4(144)(2)1 , ; . = 181N -LB SOIL. ii { ' Scone = (1)(t ^2) /6 fs = 1,000 PSF '0-:,.,..44.i . ° `' = (1 )15 IN) ^2/6 — 4.17 IN ^3 ! c 44'x; Fconc = (5)(0)(f c^0.5) 0= 0.65 rixiVa � _ (5) "(0.65) *(2500 PSI)^0.5 DEPTH= 30.0 ?, x = 162.5 PSI Mot= 12,3871N -LB ,�.R, . l Pool= 440 LB fb/Fb = Mconct[(Sconc)(Fconc)] = 17,97 IN- LB/[(4.17 IN ^3)(162.5 PSI)] 10.03 < 1.33 OK `t .. nsa +lN4bev.A:i?+itR'�t. ' " r $ 7 - - - `, `+ • SEIZMIC PROJECT INC. MATERIAL HANDLING E FO PIER 1 IMPORTS EN GINEERING SHEET No. PIER 1 IMPOR-I-S 86 9 -0989. ATLANTIC AVE 22 161 NUE • pO FAX: TEL: (909) (909) 86 9.098 1 CA LCULATED BY F O - 34 . MON • . CA 91768 J.J. GATE 642/ HZ r J V 00 CO 0 CO W J � CO u W 0 i i ! LL _ N d W I- _ 1 zI 1-0 z I- 2D U ,0 N D I — 1 W , H 0 t u' O • i uiN • • o • z i k • • • '''/ I \ ? • f ` N I �j • . Ajt r '.rei l,A",711 S J � ;.;p:;; n � f,.:M • tw•u _u „: • },� ,. .. ... � . ....., �..�...._....:,s...,i� � '= c,ii.ttv.'�."w:)T3w.vw....M ._::i,L�. _ ,.;,.::+, .. ���..> .: ........... •: x.,.. a..w vww.v.«r..n.,ar....,•.aem.rww7w rti7eakSkPa d2 Y�Y�Xk.' .17k�' ' e . —. . PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS { INC. SHEET NO. 23 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY •1-J• DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 WOOD SHELVING PERIMETER WALL UNITS ;E-- w PROJECT SCOPE w = J o THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING WOOD SHELVING PERIMETER WALL UNITS N g COMPLIES WITH SECTION 1632.2 & SECTION 1611.5 OF THE1997 UBC. W J 1-- PARA METERS N u- W O SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING FORMULA: 2 LL B. Fp= apxCaxlpxWp /Rp or 0.7xCaxlpxWp w Z =_ WHERE: Z O Ca= 036>' ? ", .... w ap = 2.5 ? Ip = 1 U R = 4 O W =LL +DL w { 1.4 < == WORKING STRESS REDUCTION U . • IL. ~O z SPECIFICATIONS U I- I I - WOOD - HEM -FIR O Z BOLTS - A307: UNLESS `OTHERWISE NOTED SLAB - 5" x 2,500 PSI 1. SOIL - 1000 PSF • { PTV., Lt r �` ,i Sim ;fit. ",�' •:7;i •i .. :': v;, .<.r:Ina.•.Yin:•r1Prt•knJt•:. .1. '4L'drvgb>: .r...i'i, Aa.S&4 4. $t. J.4 -nfh r.n. ,yi3:u+4r, ,.;.e2. { d'.` .. '4*.`inir�.r �.,�7.wrf4 2 � MpittV .- . , wDL = 10 LB <_= PER SHELF O Z # of LVLS = 8 <== (9 LEVELS TOTAL, TOP LEVEL NOT LOADED) v co ~ - Wp = (wLL + wDL) x# LVLS z . . = 880 LB Fp(32-3) = 0.7 x 0.36 x 1 x Wp / 1.4 t = 0.180 x Wp LONGITUDINAL & TRANSVERSE DIRECTION: Fp(total) = 158 LB • illfi,il? reil 4p a z . :r1, , tr,A . , . I `- 1 .- . , 4 /"641° .. MIN l `,,, a , ..,So... .. ,.,r. nL.:,..::.a..wa.,,..,...o .,..,,. ....... W ., lit�...•.:SS:"- :•':..`nf 1 j____ . 1 ' ,, , PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO. 25 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 • ' TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 . 1 COLUMN ANALYSIS: PERIMETER WALL UNITS` z # 1 z i THE UNIT IS BRACED IN BOTH DIRECTIONS WITH WOOD PANELS AND THUS NO MOMENTS OCCUR AT THE POSTS. re L ANALYZED PER 1997 NDS & THE 1997 UBC. u_ U Pcol(total) = 440 LB <— (LL + DL) x # of LVLS / 2 COL. . co W wi TABLE 4A OF THE 1997 NDS COMPRESSION PARALLEL TO GRAIN -J w w O = CD _ ::• :, : ::r:: Fc _ 75'SI` .P�' C : 1` E =::1; CM = : 1 .- Ct = < 0:;':;'� = w j 1 KexL /d =28.63 CF = : :'1 52 CT= `1N - : :: II-- w ' _ K _ Z F- I E ExCMxCtxC a r1' i;;' % ?.;' °_' = 1,300,000 PSI Kee = :0 :3`; :;:'-': `','; ;`;< Z O L= :34,01N w w , Fce = Kce x E' / (Ud) ^2 d = • 1'2� IN:: D = 476PS1 c= i0'$:': 0 { Area = `.i 9 " 0 f.- j Fc *= FcxCDxCMxCtxCF w w, • j = 975 PSI I IL - O Fce / Fc* = 0.49 Z ui I U a =[1 + Fee /Fc"] /2c ~ ' I = 0.93 Z • ; j Cp = [1 + Fce / Fcl / 2c - {([1 + Fce / Fcl / 2c) ^2 - [Fce I Fc'] I c}^0.5 I =0.32 ' F'c= FcxCdxCMxCtxCFxCP = 308 PSI • y P(allow) = Pc x Area = 595 LB > 440 LB THEREFORE OK NOTE: ALONG THE LENGTH OF THE SHELVING IT IS BRACED BY 1/4" THICK PARTICLE BOARDS -3 „ ...p.. ,y;m4:0,, , r , ,,,iii.w, 's 4 :: u 1 , fi r„ F � � t ' : " t' . . ' ^,A: `sad �t V . d AY:; ii .lii;i.a �;tl...: ,.•puT ... .. ,.. ' .1a G:dl :ti+:vi Si .:. •. .,xs i ut' .4.•fAkamtafi2ti:. u a .:..,<. >t1. "w;wK' ac,' ,,;y a. SA ' • :s ,Ii ti ;6till .. 4;4'7 St}> �Ci•n}k: } i ;'1 ••- .. , PROJECT PIER 1 IMPORTS • SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO 26 OF • 34 . MATERIAL HANDLING ENGINEERING CALCULATED BY II DATE 6/24/02 , TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 . OVERTURNING: PERIMETER WALL UNITS Z THE UPLIFT FORCE ON THE ANCHOR WILL BE DETERMINED USING THE STABILIZING MOMENT CREATED BY THE re w ■ WEIGHT OF THE SHELVING (Mst1), AND THE WALL ANCHOR(Mst2). THE UNITS ARE ANCHORED TO 2 x 4 BOARDS 2 6 2 W/ #8 WOOD SCREWS. U o Ww —I Tallow = >:17'LB : >'> ;;:;:? =:; <_ = PER TABLE 11.2A OF THE 1997 NDS. Ht.total = 1t?201N <;: (FOR 1" PENETRATION)* DEPTH ='24,O IIV . : W O Movt= (I Fp hn) HLwall screw = 81.5 IN W 2 = ::8�D78`l N�LS' :<: : :::: 5 } u. Q Mstl = S (WDL + WLL) *d/2 rn = d = 8 LEVELS * 110 LB/LVL * 24 IN /2 I— _ = 10,560 IN -LB • . ? I.- I— O Z I— Mst2= Tallow * Ht I uj = 9,536 IN-LB U p 1 Puplift= [Movt - (Mstl +Mst2)] 1 d o I— = [80781N-LB - (10560 IN-LB + 9535.5 IN-LB)] / 24 IN w w , = -501 LB NO UPLIFT I H THUS, NO FLOOR ANCHORS REQUIRED. L! O WALL ADEQUACY iw U = ANALYZED TO COMPLY TO SECTION 1611.5 OF THE 1997 UBC. p I— : z WaII(Ht) = 8.50 FT Trib(Width) = 4.8 FT V= 3.92PSF 1 PER SECTION 1611.5 INTERIOR/PARTITION WALLS > THAN 6 FT IN HEIGHT MUST BE DESIGNED FOR A MINIMUM OF . 5 PSF LATERAL LOADING. . { j "' (1: • it 4 j x4. :49 : . .. ;14 • S9J .. .. .. .,. ,..... ._. . .. ......... .W., «,s »,n...,.,.+.+ww.a ..,._........ ..:.....,..,.....n+.a.: ,..,.. ..,, ..o,..- «,..,..,,,, ,• .., ..., ..,,,..,nww..w.n«.c,..vw•.+ Mxxrru= ±ewa°.aWtutNw nits` d4K ,kx.,+r:'fvx+.- w:». • • • = , t, PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO. 27 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J - L DATE 6/24/02 . TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 z �-- w JU 0 J N LL al LL a. I z • RUG DISPLAYER ANALYSIS . Z° 2 V D • � 0 H • W F - ►, U— . O H- • • Z .,.. =, r• a�4 i. S Xt fJ f ''r ` Y w• i, - ..` /. is r,+ xc �! X4. a, 4., wa.:: Jari .I.4. r, r. r+, ,5a Ft0- -F.1 >5if:.;1.i.Y.4-i,;FA; J PIER 1 IMPORTS � SEIZMIC FO ' PIER 1 IMPORTS Fri Al", o 'r , i !l i ,r , i ? ;', ' If : ,14!::*: , `ti� f .°: :: .. .+.., zt qtr M1'••4..f •, ')., 1 " 0r , ...,,.'r :.. ew'.<:t" .. .., .z. '4' ++;•t.: fL + + y.,u:z'lsgi«ua... + I - I " - . - 4r —. . • • PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO. 29 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 LOADS & DISTRIBUTION:RUG DISPLAY z LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL Wp= Wtotal = (wLL/1 + wDL) ; i w DEAD LOAD PER SHELF = wDL re 2 SEISMIC BASE SHEAR DETERMINED IN ACCORDANCE WITH SECTION 1632.2 OF THE 1997 UBC = Fp. 6 v0 WHERE: Fp = ap x Ca x Ip x Wp / Rp or 0.7 x Ca x 1p x Wp N o Fp(32- 2) = apxCaxIpxWp /Rp . J = Fp(32 -3) = 0.7 x Ca x Ip x Wp N SINCE ap /Rp = 0.625 < 0.7 EON. 32 -3 GOVERNS THE DESIGN OF THE FIXTURES w 0 J . SEISMIC ZONE = 3 IL. Q Ca = 0.36 c.!2, z Ip =1.00 ?_ SOIL COEF. = Sd z wDL = 40 LB ?Q n = 1 SINGLE ROW UNITS v O - DEPTH= 36 in o E... LONGITUDINAL DIRECTION: = v ' Fp long = [0.7 *0.36 *1 *(200/1+40)/1]/1.4 i- j =431b . :1 Fi = V Whi /EWh v w TRANSVERSE DIRECTION: -- Fp trans = [0.7 *0.36* 1 *(200/1+40)/1 ]/1.4 z =43Ib . Fi = Fp Whi /ZWh , SEISMIC DISTRIBUTION: I 1 LEVEL h WEIGHT HEIGHT W X H Fi (long) Fi (trans) Mot IN LB IN LB-IN LB LB IN -LB • 1 118.0 200 118.0 23,600 43.2 43.2 5,097.6 • , , •., ---, • PROJECT PIER 1 IMPORTS ' SEIZMIC • FOR PIER 1 IMPORTS INC. SHEET NO. 30 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY • -1•-1• DATE 6/24/02 TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 . --- Z COLUMN ANALYSIS LONGITUDINAL DIRECTION ANALYZED PER THE 1997 UBC . SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. �" w re 2 NIA 5,0981N -LB r /J� #. / O., v UO KxLx/rx = 1.2118 1N/0.785 IN . N w 00 =180.4 �� KyLy /ry = 1.2 *118 1N/0.785 IN B w e_ = 180.4 �O AXIAL Fe= = 8.9 KSI n ^2Ei(KUr)max ^2 1J N a = w Fy/2= 18.0 KS! � '" SINCE, Fe < Fy /2 A z� THEN, Fn= Fe SECTION PROPERTIES w w = 36 KSI *[1 -36 KSI /(4*8.9 KSI)j � U 0 = 8.9 KSI A= 2.0 IN O co f Pn= Aeff *Fn 6= 2.0 IN �- = 4,197 LB C= 0.0 IN H cc) O 1.92 t = 0.0625 IN tL • Aeff = 0.469 IN^2 tt. Z N Pa= Pn /f2c Ix = 0.289 IN^4 U = 4197 LB/1.92 INA3 H I-- Sx= 0.2891N 3 O = 2,186 LB rx= 0.785 IN Z P /Pa= 0.05 . < 0.15 iy= 0.239 MINI FLEXURE Sy= 0.289 INA3 CHECK: P /Pa + Mx/Max s 1.33 ry = 0.785 IN . k Kx= 1.2 Pno= Ae *Fy Lx = 118.0 IN = 0.469 IN^2 *36000 PSI Ky= 1.2 = 16,884 LB Ly= 118.0 IN Pao= Pno /Oc Fy= 36 KSI = 16884 LB/1.92 E= 29,500 KSI = 8,794 LB - Myleld =My= Sx *Fy • Qf= 1.67 i : 1 I = 0.289 INA3 *36000 PSI Cm 0.85 = 10,404 IN -LB Cb= 1.0 Max:: My /Of fx= {1/[1- (Oc *P/Pcr)l)^ -1 ' ` • 4, x "r° = 10404 IN -LB /1.67 _ {141- (1.92 *120 LB/4 LB)j}^ -1, ta = 6,230 IN -LB = 0.95 i 1 4 , • • . Pcr= rt^2EI /(KL)max ^2 - = rt ^2 *29500000 PSI/ 1.2 *118 IN ^2� = 4,197 LB fRLia THUS, (120 LB/2186 LB) + (5098 IN- LB/6230 IN -LB) = 0.87 < 1.33, OK , "`;' .a . •r, ...•ww in iE+Ea . -n Kh^% LY . *t% .. . 1 . , 1 /. . N - ' i PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS . INC. SHEET NO. 31 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 . BEAM TO COLUMN ANALYSIS: STRUCTURAL STANDARD CONNECTOR ' z • . z Mconn max= Mconn. seismic + Mend re 4 4 = 5,098 IN -LB -I V . 00 N 0 CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: • J H PER AISI SECTION E -3.3 1) SHEAR CAPACITY OF BOLTS W CD 0 AISI TABLE E 3.4-1 STUD DIAMETER= 5/16 IN Mconn Mconn LL , j 7 Fy= 24000 PSI < = =A307 !- _ P max- shear= Fy *Area i ? 1' = 24000 PSI * (0.3125 IN) ^2 * n/4 z I— = 1,840.8 LB g j D0 N 2) BEARING CAPACITY ON COLUMN Fu= 65,000 PSI �� ) W uj • Column Thickness= 0.063 IN / H Mtower ` o z . Pmax -brg= Bearing Area * Fbearing v cn = (2.22 * Fu) * (Dia. * thickness) F- _ (2.22 *65000 PSI * 0.3125 IN * 0.0625 IN) /2.22 P1 1 Z . o Z 1,269.5 LB < 1840.8 LB \J 1111 \ 3) MOMENT CAPACITY OF BRACKET Fy(BRACKET)= 50,000 PSI I Mcap= Sbracket * Fbending 4" = 0.207 INA3 * 0.66 * Fy = 6,831 IN -LB C= Mcap /0.75 =1.11 * P1 P2 b 0 N 1/2" • Rau ;; THUS P1= 1.2 * Mcap -3.4.--%— . = 8,197 IN -LB > 1840.8 LB 7 , ,. a= 4.50 IN k .f THUS, GOVERNING VALUE IS THE MIN VALUE - OF P1, �� to b= .501N • �� ` '~ ' a P1-eff= 1,270 LB C= P1 + P2+ P3 • = P1 +P1 *(0.5/4.5) k'.s:. ''.';;• Mconn- allow= P1 *4.5 IN + P2 *0.5 IN = 1.11 *P1 0 : , ,.P 3 = 4.56* P1-eff *1.33 t = 7,711 IN -LB > Mconn max, OK Sbracket= 0.207 INA3 ~N vo , , . ._- : 't . . M!', ?? t:. „•x;d .4:tKF.:m... «' 4 a.'s,�. t.., k,v;rc ,t.1aa u.a +', n'S: ,fw:iuk ».... a. ..a4' :.v_t s'3)cwx. • roK?2 - M° tiw 3T?:a°�T1�l2YZt xtyt �' ?5 4 41 �i "�t�+` .. i PROJECT PIER 1 IMPORTS SEIZMIC FOR PIER 1 IMPORTS INC. SHEET NO. 32 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 BEAM "CROSS TIE" w i � . ANALYZE BEAM AS HAVING PINNED CONNECTIONS. f- w VIN 200 LB/72 IN �, ,• ,� • N c CO al = 2.8 LB/IN J H L co u. V= P/2 'max w O = 200 LB/2 V ` "' .. QQ 100 LB ~�~ LL Q Mmax y i a Mmax= WI - "2/8 Z = = 2.8 LB /FT * (72 IN) ^2/8 M F. ‘ I- O = 1,800 IN -LB z w Fb = (0.6) *(Fy) Fi U O - = 0.6 *36000 PSI o 1- = 21,600 PSI O O = U ' B � fb = Mmax/Sx g Ili Z = 1800 IN- LB/0.335 INA3 F 4 U . , = 5,373 PSI 11/ ! O H SUPPORT ANGLE: 2X2X14GA TUBE Z fb/Fb= 5373 PSI /21600 PSI A LOAD PER BEAM =P= 200 LB = 0.25 s 1.0 OK L = 720 IN Fy = 36,000 PSI 1 DEFLECTION Ix = 0.3350 IN^4 ' Sx = 0.3350 IN ^3 D= 5WL^4 /(384EI) . = 5 *(2.8 LBAN)'(72 IN)^4/(384*29X10^6 PSI*0.335 IN^4) 0.100 IN ' Dallow=L/120 = 0.60 IN OK J ti�r( ,.. t, �4 "4:4,` '. cq 5 1 , r A_ _ . ¢;: 'r i`.''' YYE e ca-W1 .i `.'.nM 11 ?, i. ....: . .. u ....,Jn , h•.'... i.? i, r. » :r.'. ,...a..S.:t it.......3...... : r.•5At'.a ..ir ':k&ih'+e..r',!r'�.k5:r• r ,.. .d a i«1itnL''t yyaawwh�,;` k r R' `4 .:'.•i.1..:Yq`W'+' i ■ 0 .1 SEIZMIC PROJECT PIER 1 IMPORTS FOR PIER 1 IMPORTS INC. SHEET NO. 33 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J•-1• DATE 6/24/02 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 OVERTURNING ANALYSIS: RUG DISPLAY ANALYSIS OF OVERTURNING WILL BE BASED ON THE 1997 UBC w DEPTH = 36 in TOP LEVEL HEIGHT = 118 in -J 0 No Total Shear= 43 lb w 2u Mot = Z(FI * hi) * 1.15 w 1 = 5,862 in-lb Mst = E(Wp + wDL) *D/2 5/2 a = (200 lb + 40 Ib) *36 in /2 _ = 4,320 in-lb I— O z I- Puplift = 1(Mot - Mst)/Depth 2 o = (5862 - 4320)/36 co ON ! = 43. lb <= UPLIFT o !z w w : u O w i U = , 0 I-- z ANCHORS # QUANTITY= 1 i • PULLOUT = 1167 LB SHEAR =2453 LB ' COMBINED STRESS1 = (43 LB/1167 LB) ^5/3 + (22 LB/2453 LB) ^5/3 = 0.00 <1.0 OK .rr ' � A 41 " EMBED. HILTI KWIK BOLT II I.C.B.O. #4627) OR APPROVED EQUAL USE (1) 1/2 !?1x3 -1/2 MIN. EM ( ) W PULL OUT CAPACITY IS THAT OF WITHOUT SPECIAL INSPECTION. • pb 4:1 • v b: , " t f ;r° .r ,.. - <'1: .. . it 'k. r, ,F'i�'.. n ,,.,� ..v .n�raN,>r:;al:afs. .r E).t7..., �. : hM:,k.+..v.. r��:.. ,... ... e,.. avtr,�.r5•. L�, nWNdve f ;LiYpr `'i�4',�.�i:J".:d '<$9ftlk2Jk.Ythi(:c1.i'ik . +;ietti �7f•li! �G>?E; { } , - -/- - - , , .... . • PROJECT PIER 1 IMPORTS • SEIZMIC FOR PIER 1 IMPORTS iNC. SHEET NO 34 OF 34 MATERIAL HANDLING ENGINEERING CALCULATED BY J-- DATE 6/24/02 ' TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 SLAB AND SOIL: RUG DISPLAY z THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO • Q • DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. u (A) PUNCTURE 6 D P = (1.4)(Pcol)+(1.7)(Mot/d) U O _ (1.4) *(120) + (1.7)(58621N- LB /361N) O co ui • = 445 LB W H w 0 Fpunct = (2.66)(Pc^0.5) g = (2.66) *(2500 PSI)^0.5 : ; : i : : : :; :;3 : : : : : = . ; i. ' :• ° :; :i :i : : : : : : ; : : : :� < : : : � : 1111;;: :. i ;ii l;1 1111 l: ii i! iii: ii :31 1111.0:it;t; fiiliiiiiliifi;i;;, t V- j = 133 PSI : :,i;. ; : :. : : :. :.;••.;; :. :,. :• ;;,;! :i :,;;::• •••ii' ii••:4tj.:ii;• •••• t ::i,:i ,,.: :I;•1�i,• .'•i N a Apunct = eff. +t/2 +Deff. +t /2 2 t iiiiii;t: i 1 1`1 1• '1 : 11 € i lii!1} .h tli;il lll(: :1;,111':1 4: _ = [(2 IN 4- 5/2) + (6 IN + 5 IN/2)] *(2) *(5 IN) f b B z H = 130.0 IN ^2 Z O fv /Fv = P/[(Apunct)(Fpunct)] / L / = 444.83 LB /[(130 IN^2) *(133 PSI)* 0.65] . • 2 p (B) SLAB TENSION 10.04 < 1.33 OK I 0 O �- Asoii = P/[(1.33)(fs)] w 444.83 LB/[(1.33) *(1000 PSF /144IN^2/FT ^2)] i _.- 0 = 48.2 FT ^2 p • W z L = Asoii^0.5 0 = (48.16 FT ^2)^0.5 BASE PLATE • O /- = 6.9 IN Weff. = 2.0 IN • B = [(Weff.)(Deff.)]^0.5+t Deff. = 6.0 IN = [(2 IN) *(6 IN)]^0.5 + 5 =8.5IN , b = (L -B)12 CONCRETE (6.94 IN - 8.46 IN) /2 t = 5.0 IN = -.8 IN fc =2,500 PSI Mconc = (w)(b ^2)/2 = [(1.33)(fs)(b^2)J/[(144)(2)] = [(1.33) *(1000 PSI) *( -0.76 IN) ^2] /[(144)(2)] 3 IN -LB SOIL Sconc = (1)(t ^2)/6 fs = 1,000 PSF L:kif ; q * ^y 6 Y t . t j ,,v: (1) (5IN) 6 4.17 IN ^3 r -1 , .'; ; `; Fconc = (5)(QJ) (fc^0.5) 0= 0.65 , `' h C = (5) *(0.65) *(2500 PSI)^0.5 DEPTH = 36.0 IN • , ° • = 162.5 PSI Mot= 5,862 IN-LB ; Pcok 120 LB fb/Fb = Mconcl[(Sconc)(Fconc)] t. .;i;?` = 2.68 IN- LB/[(4.17 IN ^3 )(162,5 PSI)] 10.00 < 1.33 OK I .. � R. lib�r .lc :�R�;'xs¢;. >. +ba ".711i+X"Civ S::� :� ?r,sru.W�l i : :AlsHFo-A;iG <, ,,," -t'i!! 3�'b4:" :>:taT t,•aY....t.•.c � ... ri :ra,«.wws..<•�. �.onuriH.,�,rt, .« caw.•. ac i�r. x :�ww. . »r »rwm. i • ■ ., 4.Y - . }... ?Y�.. .'r 1. '1` .. ..! .et. .t .....1... >:4j, r -.. .� ...41.�..,Y M,.' 4Y.. MAWHW. r +r.�a..e..wn...........r....w.. ...... ..... .«..... ............. .,..+.. w. wfwi., v. nm�u��MNM. �arY. Ywa4Y.fn.w.'rtVt'Ma.N.•.STIi+W, 'LIJYtiLi :SF. +^ �: d:Iv3.a �` MMiM4'nr sf .•. .u•••• ^•••^ . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -207 DATE: 07 -17 -02 PROJECT NAME: PIER 1 IMPORTS z SITE ADDRESS: 17388 SOUTHCENTER PARKWAY , w J U X Original Plan Submittal Response to Incomplete Letter # v O 0 Response to Correction Letter # Revision # After Permit Is Issued w = J I— Nu_ w O 2 DEPARTMENTS: g a Building Division X Fire Prevention ❑ Planning Division ❑ = d w Public Works ❑ Structural ❑ Permit Coordinator ❑ z H I— O Z I— w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -18 -02 2 m D CI Complete * Incomplete ❑ Not Applicable ❑ o 9 - Comments: ww • u' p P ermit Center Use Only tj j Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: j H: • Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z . TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ig, , . REVIEWER'S INITIALS: ( DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -15-02 Approved ❑ Approved with Conditions 44i Not Approved (attach comments) ❑ Notation: i , �1 .;; �. REVIEWER'S INITIALS: l�/Gh, DATE: /15 t .:':A i' r:P.1 u � t Permit Center Use Only ' 1.014- CORRECTION LETTER MAILED: , r.� N om' r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ;°!xm� , v i .:& :... t Documents/routing slip.doc 2.28.02 � ; At{ � Y��2 • J+`8a 2_ t t Z. PERMIT NO.: I 'c7 — 70 7 ---„, TENANT NAME: ( f ... —SM. BUILDING PERMITS INSPECTIONS CONDITIONS 0 I Progress Inspection Status a ► 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 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I Remove Stop Work Order 5 6 Follow -up 10004 All mechanical work shall be under separate permit Z 10005 All permits, insp records &approved plans available ,, H Z 0 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected Z ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified Q 2 . t O VCii PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -207 DATE: 07 -17 -02 PROJECT NAME: PIER 1 IMPORTS z , =1-- SITE ADDRESS: 17388 SOUTHCENTER PARKWAY i' w X Original Plan Submittal Response to Incomplete Letter # -1 v0 i 0 1 Response to Correction Letter # Revision # After Permit Is Issued w = J F W O P i DEPARTMENTS: g Q Building Division ❑ Fire Prevention Planning Division El = d W Public Works ❑ Structural ❑ Permit Coordinator ❑ Z } ZO WW DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -18-02 2 D U Complete ❑ Incomplete ❑ Not Applicable ❑ 0 0 H Comments: = W , I— �' co Permit Center Use Only U.1 Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ F ire ❑ Ping O p p g g❑ PW ❑ Staff Initials: Z • TUES /THURS ROUTING: Please Route ❑ Structural Review Required i q ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: . APPROVALS OR CORRECTIONS: DUE DATE: 08-15-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: �t REVIEWER'S INITIALS: r J'L DATE: 2.210 ^ e'`•'' ' Permit. Center Use Only A t ,' CORRECTION LETTER MAILED: "'� i 4it� Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: *SO y. ((:Y— 1 Documents/routin slip.doc pi 2.28.02 l3 I =' n a. ri F ti `f . x 1 LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 i THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION z Current Filter: None J 00 I Registration# or License FIXTUPI008L3 co W Name FIXTURE PERFECT INTERNTL INC co Address 8950 N CENTRAL EXPY STE 400 • w O W Address i City DALLAS c State TX H = z Zip 75231 H O z I- Phone Number 2147066620 LLJ Effective Date 6/23/2000 U Expiration Date 2/5/2003 0 Registration Status ACTIVE U Type CONSTRUCTION CONTRACTOR u. Entity CORPORATION U =; , Specialty Code GENERAL z Other Specialties UBI Number 601974992 ! i } * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * . ti 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * 4; t i New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page i a k r'�+ D a https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= FIXTUPI008L3 08/29/2002 �..r....,. __ .. ...nnr. . ......u ^... •...lraa vtp. 'NtMV i 1 - I- - -t.cr -., .1 [i i Aug 29 02 12:59p Val -- `oh l er 20: :31-2682 p . 1 8950 N. Central Expressway, Su to 406 PAM" Dallas, .TX 75231 I FIXTURE PERFECT INTERNATIONAL Z I _ . < F- • CC 2 ILI i Date: August 29, 2002 ❑ Facsimile .... Number of pages including covet sheet: 2 � o I .r o 0 w I JH co To; Robert Murano?, I:rcn: Doyle Gage �Q Phone: National Account Manager w 0 I- LL Fax: 2011- 431 -366 Phone: 214 - 373 -4700 x 243 z IT i-o z '-- . Mobile: ---.. Fax: 214-373-6611 2 D D ❑ E -mail: clgage0Spiusa.com p � ww , - - - -- -- - ,...�. I U .�� i . - . . 11. O REMARKS: ❑ Urgcnt 0 For your review ❑ Reply ASAP ❑ Please conunent w z • O • z Construct Contractors Card ' • . l ••.3 I 7 ,1,1 }� f .}� - 1 ';i • :3, , I DID fi l b e WI l'tfWitla0 i , . ; il •..•••..: r••. _. '...._.r...w...�u.. . x. n....w,»+ seas. «ro...... »..,....,..........., ,... ,...,...,....... p,ye .waMa..r:¢.maMr^Yz'umwnwav vtYnt*? ARt:. v! ficH':. itTFttkkkiaRnS `;h;ti ?f'?&'jR'M.!8i(} .. f 1 Aug 29 02 12:59p Val 'h1er 203 31 -2682 p.2 • Z �Z re W ` i DEPARTMENT OF LABOR AND INDUSTRIES . li i .v o co I ' f REGISTERED AS PROVIDED BY LAW AS ; U) = j CONST CONT GENERAL 1-" CD LL REGIST . . # EXP. DATE { w O CCOl• •. FIZTUPIO0.8L3 ,02/, 05/,2003 , f PLI EFFF { ;; 5) 6/2:3%2.000 f u. Q FIXTURE ,PERFECT INTERNTL • INC • . :. C { 8950 N CENTRAL EXP.WY. STE 400 H _ i ii I DALLAS TX 7 5 2 31 , I� � ? I Z I 2D � , i ttn`S t1. ttil (� D 0 4 :..._ ,__._ _ pct h And Display f:crlil'ic,ulc _ f 0 S2 ! = 0 I— H u' O ai Z U F. _ REGISTERED AS PROVIDED BY LAW AS O' CONST CONT GENERAL Z RECIST. # EXP. DATE CCO1 FIXTUPI008L3 02/05/2003 EFFECTIVE.DATE • 06/23/2000 k FIXTURE PERFECT INTERNTL INC , . 8950 N CENTRAL.EXPWY•STE 400 I DALLAS TX 75231 , ' Jignt► , i !surd by X)E { OF LABOR AND 1NDUS'I'I L1:S ,,, a x �0E2 l ' ktiqsti 5.r i i 4t0 s t t+ . ' VP „5� D 4 % • . ",4.. I _ ._. . _ ..- . •. • Z 'CC • • m I— . w ..... ..c ...1 0 00 CO ul WI —I E.. — , u j 0 t. „'; CY' .'Miktigkt 0•;•4;;: .., • • -: „ ,•.- . • ,- ,.::,.•:::,,,„ .,• ,,;,,, ...•; ..,.-•: A9,11,1,:til=";,:,....3...:2-..-.-44:itii,:!„.,;:.,;i:`..,,.:::,..::,.:••,,,,..e,-;', '::•:'• ',',.:•,,.. - . '.• ';.' .' - -.....': -L''. ' ' ., '' :,-. - ',•'• ,•.': ... • :.- .:• ' • , .••:•:,.' ..•..:•• .;:", :-.:, ,'" ' •-: •, : .- -' ...-.•.,',.:'•• :"- • :-• • • ••::, L, ..,. -• ' '• .4 -",:•`::- ':' . ?.';'.':', ''•:'. .1'..'',... \''::‘,.!?.:;!■•:...::'. il,k..i.,i'' '2 , 40.1%-`,7) , Ut r 6. , ' : • P: i ."ON',0;tete,..3.:'.Vr.Tv . .'0 1 ,Pi' , " ; 0';:', ''.:':' ::'''.. :•••'Yf':' `;' ';';•:,?:- • 7, -:" L'' L. '.' L.'`'. i..."'..." • ••••'' :'.: ; '' ' ' ' ''.'' •-.. :-:' . L'•'•''... :':','••••: '•••:""'f:..- ''.: - -.' ' • '',:'''. '''. ': .:.'-". •"- ' ::•-::'• '',.•.-:''.'; . ,'" ...• ''.'. - • ,•-;::-;',.. ' ',• :•::::::.•'.:•'.:•.': :',..r.. •'-''.''...,.. ! ''''-,:!,;;;':;.' 1 t • :';'. -.2 .' ij i:• 1• : - :: :.;' ' -':.:'-......:••• '- 75 ''.'''' .' 'L" .'''.: .., ,:: ''......-"' • '. ''''' L ... . ' '. •••;-.." ' l':'. ',.. ..-" '....: 2,: ''. -•:•::: - ": , ' '.'..,: • -:.::. '• ' ' . ...„ ,; ',,' -- ','',.': H N' ''' § . I -4 P 1 ('' , '''''''''''' .4 ;':' Need'tti:Enter Contractor. Information: iii.Sierra:,... - .. .es.... '.: :. .....:; ..J'': .„144i11,i . :•:..o . ;;. , ..:) , •..f.:!45•...?..' , ....i . ;', , ; , ,',:-...•.••'.., ....• ....• ',•:,. :... ..,..• • • .-.... .......... . ' • . :.. • ..,•-.., ..... ..•• ....-; - .. .•:.:. -..., . •...... • . •: .:.:-. .•:.... • - .• -: ..-.. •• • • . ,:... -•', :... A v. •••;4;; •:.:-, -..-.;', • :•,, .„,..•, -:-: .,::-:: ..- -, ....„ : ..: . :;....: :. •-.. - . : • : • •.. - • . .,..:.: •'.:. • . : :: : - .. -.. • --. :::: •..- :: • , ..- : .., .-...:- ••:•,.: -::-,..-„,..,,,,:::.:,-,•.::..--..-:.; .•,,,,,,,...,•,:,..,-,,,....,.-.,.,.. -- , • ,.,•.. -:..-.... :: :,•,:-.: ,..,•,::-:•.,...... . ,•,.....,. ::: ,- - - ... : :: ..• : • .•... -, :..- : , : :: , . .• r ..' :.. •' 1.. .: ' • ;, . • • , : • : • ..... ' ' ■ :. ' ..... ' :,. .' • , ',': ' ' : ;,' : ... ' : ' ', ' :‘...• '.: C ,,', . .:,''',', '''''.:''[.',:::,!," L ,j ' , • ': . ' 14,:reVVIk;ITX ' 1" } „ :.. ' '' :' L' :;' ' '... '.; ;';'. *. ,',, '.....,',..• : • ' '' • ' ', . : ' . , ., • A! • , . . L. , ,..,.,,. . ,.., ■' . . :, • '' '•,, . . . • . ' , , . ... , . • , ' • , • . .• ' ' • • : . ....,.... .... :.• .... • . ::::: ....: '...:: '.,.',.,,:•,,... .„':.,, : i. '',!•,, j ' • • • • • • • • • V., ••• .....,,,.......,q.:Q4.:•::,.:.;::.:::::.C.: •,.:•,;■••■•:•;•,.:•••.M4ii4:2Uti:,.Ki.::: • .:,, ./:.• , , . ,., .,., ' ' ..• 4 7'4 1 . i(41 , 167t. 4.44. 4 ' '' i ' :::',.::1:.,::;,:•:,,,I Sta :. . , ............................ .,, ., , ,,, _ ., _ ve4 4.1;r4.1,-,,, ',,,,,..-;:: :k. •:•ki:`, ....:::....k: . , ::::. . .. ::: . • :.:::: 4 :: k:.:::::%$;:.:;:ik:ikkkk:4::;:;:::::AfekNx:tk.: :::;:kr, k.4.. n . i ".........** ., L....J..... . „.,•.,-,..,.... • 7.. ,,.=:-.i ,, .,I.J...,,!:-. „ i:110:::it:•:•.,? . ..........vatArmik.;.•.9.v.mnfts•ik.$4 , AmPrmillilfgailfiiiiiiimii.a?::::*?6!;:§g•• $: .;:iii:;:isKoi:: : ::*;: : :;::.: ; :i.:§:.*;:is , ,.,.....,,,....,,,,,,,,,,...,,.....,:,.,,:.,... I:1 44 VS .. . . . . ' • . . . , pii4t,ii . ,' .. .0;.: ; i4A,%,,r,„1";P•iP ilia.CL ''''' '''''''' ''''''' ' L ''' ' - ` ' ' L . . i .... L . . , /e,c- ' ' '.. . ,ti, Ptili.K;*V4711.11/1•4'S;,'(':.-.' L L:, , ,; •,;i,•,.,..,:., .• •••.,.,. : , . . : . ‘ , , . , , .. ,,, , , „ . '''''' . L ' ..'' •'' •'•-•• L ' . • ' . ..2s .. .. ,.: ,...•„:- . . . ,. .... ...• • ,.... \,......., . , ...‘k-,..,& • yk :v. ,'. 111 11114 . . .. . , • L . • . . .. . . . . , . . . ' .i aw ii .0gl ... '':' . ' L .- '. . : . • .: .;,:, ',' . • '. • :: ' ; ' ., . L • „ ' • . ; ', . ' .. . ' - :'''' , '• r .' ' . . , • ' ' • • ' '• '. ' . • ;:-.;'.',:.•': ..l - . .•,.. ' ;`"'",...'.'• 1 . 2 ' '. ',.;, 'i'ii:j1,14Yie, 1,;.-.„:"..Vv. ck:410. "•-•,"-,. :`..:-•:,-'-;• .., . :' ' .:, -- - : : .- ' - • '' • ' ' • ' 1,'.1,104,30,1*.g ' ;.•..',/,,;,:■:',':' ,.; ,..,, .,,,,. , ... „ ....,, ., .: ..• :, ;... . ::.:. .,.....L, .'; ., ,......„..,... ,. ...„. .. .., . :. • , „.., , ,. .. . . ,....... .; . . : .. , , • . „ . . ..: • . . : , . •• : . -., : . , ... , ; .. , ... . , ... , . , : ....:,....„ :.:. ,, , It i ''''' ,. *-'t13.44% 1 :1•CtF.W.,:i . h; ` :.•;••••,''',•-:;:::":":*.:'.;;.;::.-:;•'..-...`,::::•:.:.;:•:-. : ...." ::,....-.:•:•,..[.., . -:.,1 • ...:•,.."...•:.;.. :.... ••'• . ' '••• '... . '. ',.. ' ' '... : '7:•.. . .. • .. : • -: ...'• ' ... : ., , . - • • .. • ...- ' • : . .. , .. .. . -... ,:. ••• •...:. .::.:_:..; ' ...:.'....y::‘...,,,,,,,..,........;•;:,. '.fh$, - ' i k. ';', , :, IL'', .,.,,.. •;': - , .: ''. : „:.-. .....• .: :: ...:',•. - ..• ..,. L • ... ...., . . , ... .-.. . . . .,. , .., , . . .. ., „„.4,...,....„,,,....,..,...,, .. . ... .. ' 411111111.1111.h: ;.., ..i.1 ,..",...•;;;,......,.,.........,:.;''. f 2..,.. .,.*,-',..- .-,'. .;'..Y: ,I .,:, ; . .,.'.‘„..,-. .., ,.,. . .., .'L ;,, ,,..',. •L,., .• L . L, : ; .•.:. ,' , .L.• . • i ... . . .. ' • • .. L. . . ,. : .-,.... - .:. • .. .' ..' . . • .' - . -,. ::: ". .';': . L.. '..•::: ',,..:': ':•.:: ',,.•••?,,, a ' ...'):.',A.,..t;,,,t.M /.14. . 4111111111411ja. 04.1 V6!: •P i W i CW ,' ''L , . , !:r.....:::....: ::, ....' 1.. .i, - ..;: ...., .:' , .:*'.....Y.1"; .. .- . : . ' , ..L:, , '';' . i : : ,, ';',':'.' , .'..1 . .:'::. ,- .L. - :j',',':L'L.'',.:;', : ....:',1'.'f . ..,.',...'',,...:-....,•';:::„:.. . : ,-.:: .. ::. „..., 5 .' -,.,..• • , '. ,....--.....;,,.., :.'.''....•,,:, ''' ..,:L. ..L': '..' .".',L' .' .: . .: • ..',: ,': ,,...' '! .•••••'.• .-...,,.:.;.': .. ' .,- ,.':',..' ..' .,.',' .::,;',' ,., f,'.; .?H: ,' : :f4Wi . 4 r' , ,, 4;-' 11 ,44k - A;f/.. 4 !'-'''' . !'.; . :;.',•: , ...:;:y.', : '• f :•2.:.:' ' .',':.'i. ,... .L- :-;.'.' .'.-.,.....-• : '.',.";-. :' , :::....! ''...:.',". '. ' ..` : ''''.' , i'i , :' . ...• , '. : :: . ,'. ::.'-'..':'' ...:, .: •.... : ... ,1' ' " ' -,:' ... c''.•.' ''.:. ''.... , - ..s?''..' [..,.;'', ..'''' ....:. • ,V.,"?; i ; i : . - ' ' ),'' , ;:•:; v : , L'' , L,...:; i:,'.':''...L '';" : 2.'.... • '....:•:.;'.•':; .:•;.:••...'•'''' .'s ` :. *.":-.. i''. .:',:: ''...-*:-.*... :. .:..'•:.....''''.. ':. - •.*:::• '::.:: • ••••':: : ." • "': . : '• • :%. ''" ..:'' ' :* ''..."::-.::: :.• '.•'• :7 ; • '' ' L ' .: ' .* -5 : . * .. ' ''..'...: :'• '''.:'' ' ..*:-'...*'',..• ' , :•!;","•-:".:• , .41-'!",..f. .Fis;t:',Y,k.',■•,•t,.,1 ii: -..''' '''.5 ':• ' ' -%". '. '''' '• .'' ''-': ''' ": ''' .":' .'-'" ' '''' ' ' • ' .: ' - .' . ' ''': ' • 1. ; ''''' r ': ' '''".' .. '• :: : 7 ' ' '• '' ' ' '' ''' ' ' '''''' ' : ' ' ' ''' ' ' '.. '' :•" ' ' '.. . ..., [ ''' : ' • • * ' '7 ' '' •' ', " ' :: s': ' ' . riik ;74 y. 1, .=.,:".,..../...•••...,,,,,-...,,,.....•,..,,....,: ••,;.• . •: :,,,,,...,• .".- : :. •: : • .: E..... ..-.: ...,,-....::•;::"..•..., : ',.., . , : •:. :.-, •.,-..... :,:..., ..:: ., • ...-., ...:. : . " .. -.. :• . : ::, ':. :: • . •.: :••••• ..: • - :'•:•'. :. ......: • • •• , • .: -: .-• • • .: ..- st C ; , '....:',.!::...'',.•.,.,;;`,),:?!.:4:::0..,,Fgic,:',,-q,sj...A':.':'.:::f5;:::e.;".,..::::.,•-•.!.,::::::!!-::::' . ..., .,....::..::‘:F.:,:::-,'•••...: • ...,:::....: : .. ',.:.;:,„:: :::.-„,,,.:.„;;„ ::•:.,...,,,„•••.,.::...,::. i . -:.:...•••., .. :." .....::.': . :,...:.-.: ,,.-., ,f,,•••.•::-:::: ..., -,:•.: -. ' L'.-„.••• , :: .. i......• , ,:::: :':... ' - ," • ' , • , L: • i„:::::!, ....;: ...-. : ••'-:.;:...,.':,:.::: ....,-..?....",.. -',....• ....:„..: i ..• • ,,... •;.. • -•,.• :•., ..,,.• -:. ,... :.• .:. ...• .•:. ( ,,,,,-::::,...,•,:;,,,..,•.,-,..:-/ -,,,... : , ......,::: • : -. - . : ..' .•,..:•• ::.; .., ,. ,..., L.: .... :. :: ..... ::: •:. .... . :.. ,•,: . : -.: . •,...,: , : . •., • .. • . , .. , . . • . : ., ; : - ,.. .• .: , ..,••• :,. . .. .............. ..... ....._...... . . ... .. • . , . . 4111,0110.11111iiiialowiliii0110 . PIER 1 IMPORTS #1129 17388 SOUTHCENTER PKWY. TUKWILA, WA. METAL & WOOD SHELVING, COLUMN SURROUND & RUG DISPLAY INSTALLATIONS a 07 ENGINEER CODE USED IN DESIGN SCOPE OF WORK SCHEDULE OF DOCUMENTS I CHAPTER 22 DIVISION X ,SECTION 1632.2 1 INSTALLATION OF MATERIAL HANDLING 1. DRAWING No. 02 -1126 SAL E. FATEEN SEIZMIC MATERIAL HANDLING ENGINEERING, INC. OF THE 1997 UBC, SEISMIC ZONE 3 EQUIPMENT IN AN EXISTING BUILDING. TABLE OF CONTENTS 161 ATLANTIC STREET POMONA, CA 91768 2. DRAWING No. 02 -1126A TEL: (909) 869 -0989 • FAX: (909) 869 -0981 METAL SHELVING DETAILS 3. DRAWING No. 02 -1126B WOOD SHELVING DETAILS • -i 4. DRAWING No. 02-1126C COLUMN SURROUND DETAILS 5. DRAWING No. 02 - 1126D RUG DISPLAY DETAILS PROJECT DATA REVISIONS --- GM OF TIKYII-A APPROYED TN;F sc,�r ,- _. SEPARATE PERil I REQUIRED FOR: 2 2 OCCUPANCY TYPE: 2 I Ago M !:cCL A D,, .,..4,1 PLAN REVIEW FEE. S,,oL �: aECt- IAI��4 AL z' �u sa Pg ELECTRICAL - Vjg-,-._,T ._N VrP U1t PIPING I . ,+� I RECEIVED -°- GAS I CITY OF TUKWILA JUL 1 7 2002 ary of ruKw„ A I understand that tfle 4< ta. r TYPE OF CONSTRUCTION: r -- I3lII_DINv DIVISION I plans o+ to erro, s c^ ,r ^„� n� - � a "�r a � S are I S ,l, - PERMIT CENTER subject ✓ S r ;:'t / _ at r 1 . V t adopted C, c , 'r : ' r , ; . , i `'' 0 aI of F V I =ny i tractor's copy i. - _ ,,t Carl . 0 tiiec,ged , By Date cs i i o i SEIZMIC MATERIAL HANDLING �� ENGINEERING Permi No ' ?� 161 Atlantic Street EST. 1985 Pomona, CA 91768 ✓ Tel (909) 8 69 0989 Fax (909) 869 0981 <� , I TYPE: DRAWN BY: V DATE: OF / 20/02 CALIFORNIA LAST REV. BY: DATE: S I BIBS 4-12-2004 I CONTRACTORS APD BY, , AL E. F TF E LICENSE NO. 665374 A_ - 4. �Dl N.T.S. DESCRIPTION TABLE OF CONTENTS ADDRESS PIER 1 IMPORTS #1129 DRAWING NUMBER 17388 SOUTHCENTER PKWY. 02-1126 TUKWILA, WA. 14 GA. \\'',y \ 5 7/6" 1 1 /16" 5/16" DIA. .1 5 I I --\ USE TWO PER 1,,,,,,7s.,:......%.%c 1 1/2 DOUBLE POSTS 24 ", 36 ", 4 :" 8 72" \ 1 /2" 2 1/2" 1 1/2 .„... 0 I I ,,,,,,,,,v0 R .. ..41 . 23/16 " 58" `� 34" 0 ©!? 11 1 0 6" /j" A 0 11111° ' lo ,4 - MINIM a. CI � u o -- 4 O 14 : 5i::: DOUBLE RIVET " Z" BEAM ` 6� DOUBLE RIVET BEAM � 7� TIE PLATE ` j GENERAL CONFIGURATION 445 NOTES: TYPE A TYPE B 1. STORAGE RACK DESIGNED PER CHAPTER 22, DIVISION X A: • OF THE 1997 UBC, SEISMIC ZONE 3. — 72 / ' I 36" ,r ,r 48" , -24 "-/ 2. STORAGE CAPACITY: TYPE A- 150# PER LEVEL 260 ^® 1/2 \ Is TYPE B- 80# PER LEVEL 1 i i " 191/` 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 4 4 40 1/2" N 4. ALL BOLTS A307 ( UNLESS OTHERWISE NOTED). E S O TED ) .246 19 5. ANCHORS HILTI KWIK -BOLT II ICBO #4627, OR APPROVED 310— . r�� EQUAL 191/2" 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR / 4 " 1 IT l'' \\ 10" 401 /2" INSTALLATION. 4� SHOULDER RIVET (50,000 PSI) 191/2' \ 8. SOIL BEARING PRESSURE 0 PSI. 7. CONCRETE 5" THICK x ,0 0 PSF. / 2 " � 19 1/2 MIN. EMBDMNT I 3 " 36" * 36" — 191/2' 1/4" •I� \\ \`I�\ \����1 l FRONT VIEW SIDE VIEW 3 FRONT VIEW \ SIDE VIEW 3" I ONE REQ'D PER BASE PLATE � ANCHOR T LIGHT DUTY STORAGE FIXTURE ELEVATIONS 3 , n„ a2 t 5 3/4" 3 1/2" s • 5/8" TYP. 5/8" TYR r , x' 11/16" I + 4 5/8" YP. 0 / 5/16' DIA. 10 GA. J 5/16" DIA RECEIVED 0 3 1/2" /2= CIT g Y o u KWILA 1 112' 10 GA 0 JUL 1 7 2002 14 GA. I y 1 ' + -- - 'k - I / 1/2" L ___ • • I \ PERMIT CENTER .t- 1 1/2"i .r t 5/16" .713" 1 1/164 X 3 5/8" () �J O 'I • 5/8" 4 y t 15/16 I 1 1/2" � 4 5/16" •I � 29/32" � r 4; T-' _ g , taar- � SEIZMIC 4 , MATERIAL HANDLING II 3/a "x5/16' 0 3/4 "X5/16° , d; , ,; % EIZMIC ENGINEERING I 4 1 p" SLOT SLOT � ::.. 1 61 Atlantic Street a i i 1 " =L EST. 1985 Pomona, California 91768 0 1 1 1 /2 28 1 i 12 5 17/32" ',r� tl44 "' ,; Tel.(909)869 -0989 Fax.(909)869 -0981 '�� 'j ' • TYPE: LUNDIA DRAWN REV. BY: BY: V.L DATE 06/20/02 7 U h I M 14 4 5/32"( ) i CALIFORNIA . IAST DATE: I 4 1" X 3/a" CONTRACTORS S X 3/4" 1 /2" 1 /2" SLOT I i iI ATTACHED W/ 1/2" DIA. SLOT ATTACHED W/ 1/2' DIA. >� 4-12 -200 LICENSE N 0.665374 APRVD BY:SAL E. FATEEN IscAtE: N.T.S. 0 0 GRADE 5 BOLTS 0 I GRADE 5 BOLTS - - DESCRIPTION: METAL SHELVING DETAILS 31/32" I - .1 11/16"1 7/8" ADDRESS: DRAWING NUMBER: PIER 1 IMPORTS #1129' L ANGLE POST 2A FOOT PLATE DOUBLE "INTERIOR POST " 2 --1 FOOT PLATE SINGLE " END POST' 17388 TUKWILA, WA. PKWY. 02 - 1126A 3/4" THK. BIRCH 3/4" THK. BIRCH #0 MELOMINE SHELF MELOMINE SHELF 0 I 23 3/4" - 23 3/4" #8 WOOD SCREW . 4 + -11 + sial 0 11!• . i .. .. lo 4 j INTERMEDIATE SHELF END SHELF \'' Olfo 11 ,..--- NOTE: ATTACH PANELS TO III PI 3 SIDES tv �O ROW CONNECTION DETAIL END UNIT SHELF INTERMEDIATE +.NIT SHELF we CONFIGURATION PERIMETER UNITS J 21 7 /8", / NOTES: HI "' 1. STORAGE RACK DESIGNED PER SECTION 1632.2 OF THE 33 7/8" & / 1997 UBC, SEISMIC ZONE 3. 45 7/8 "21 7/8" 2. STORAGE CAPACITY: SEE ELEVATIONS N o ToP LOADING / ATTACH W/ #8 WOOD SCREWS 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. \ 1 100# 1 @ EVERY SINGLE COLUMN 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). 5. CONCRETE 5•THICKx 2,500 PSI. 3/4° TH if _ 100# 1 " _ _ / 6. SOIL BEARING PRESSURE 1,000 PSF. PANELS 1 100# 1 " / BIRCH PLYWOOD 1 100# T / - )9r. SHELVING 102 1 „ 100# 1 " FOR FOCUS 1 100# • 1 ' =: 1 / 100# - / 1 100# i f " j 5 114" -_- / CITY OF - "-/"1' FRONT VIEW SIDE VIEW '9 ALL ATTACHED W/ #8 SCREWS DO NOT PERIMETER EQU RE OOR A CHORS. ATTACHED USE (1) #8 WOOD S R ATTACH J U.. 2 3 2 @ EVERY 12° O.C. FIXTURES AT EVERY POST TO 2x4 WOOD TRIM BOARD. - USE (1) #8 TEK SCREW, Fri; Fi--, TO ATTACH WOOD TRIM BOARD TO METAL STUDS EVERY 16" O.C. @ "8' -0" & 4' -0" HIGH. 3B SIDE PANEL ) LIGHT DUTY STORAGE FIXTURE ELEVATIONS N.411 Air VARIES RECEIVED CITY OF TUKWILA Q O 3/4 " THK. PANELS JUL 1 7 2002 II �� 17/32" BIRCH I PLYWOOD PERMIT CENTER fl- ` I FOR FOCUS 1 1 /16" f SHELVING 1 /s" 0 s � 17/32' 2 1/8" 11.9 - SE I (909)86 ZMIC % \ ► O 1/4 " THK. ' � `' SEIZMI� MA ENGAN EERING NG 444 VA' IES • PAN OOD . !• _ 161 9 0989 Atlantic Fax.(909 Street )869 0981 10 3/ BIRCH / EST. 1985 Pomona, Cahfomia 91768 PLYW s! �,, Tel. 1 1/16" 1 1/4" FOR WALL. `® ^ . ID O 1 1/32° UNITS '' •sy `� TYPE: LUNDIA DRAWN BY: V.L DATE 06/20/02 O 1 5/8" ��, CALIFORNIA LAST REV. BY: DATE - 5/8' 1 5 /8" tom. off' 4 -12 -2004 j CON TRA CTORS `..o LICENSE N0.665374 APRVD ey:SAL E. FATEEN !SCALE: N.T.S. /1 j 1 3/16" 1 3 / 16 " ATTACHED W/ #8 SCREWS DESCRIPTION: WOOD SHELVING DETAILS @ EVERY 12" O.C. ADDRESS: DRAWING NUMBER: PIER 1 IMPORTS #1129 r r '\ i 17388 SOUTHCENTER PKWY. 02 -11268 L A OUTSIDE POSTS 1B MIDDLE POST 2 HORIZONTAL BRACE CONNECTION � 3A J BACK PANEL TUKWILA, WA. 30 / x . 30 IN 9 ♦� A ell BRACKET II ` ♦ 0 : ;i i VAIES 1 1/ SRNER OUSDRNER A O MOLDING 15 1/2 20 1 /4 011L ° a 00 MAPLE SLATWALL L 5 .° 00 WHITE MELANIZE �l 40 Id d ll 41 0 4,>\, ,,s, „, ---.."----. 11 ko., ATTACHED W/ (2) #8 PAN SCREWS ATTACHED W/ #8 DRYWALL SCREWS @ 12 O.C. ATTACHED W/ #8 DRYWALL SCREWS @ 12 O.C. O / r 7 ~ LOWER COLUMN PANEL , 8 , UPPER COLUMN PANEL r SHELF A NOTES: Olt 0O MELAMINE TRIM 2 1/2' 1. STORAGE RACK DESIGNED PER 1632.2 OF THE 1997 UBC, SEISMIC ZONE 3. 1Ai VA•IES 2. AVERAGE SHELVING CAPACITY: 25# PER SHELF.OR 100# PER LEVEL 3. ASTM A572 FOR SHAPE Fy = 36,000 PSI GRADE 36. \ 3/4" VARI S 7 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). - 71l2 5. . CONCRETE ANCHORS HILTI 5" THICK KWIK BOLT 2,500 II IGBO #4627, OR APPROVED 000 \/ ;;; EQUAL. ? N 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 1 VA RIES \ 4 � � � � x PSI. MELAMINE TRIM 1 . = == 8. SOIL BEARING PRESSURE 1,000 PSF. FACIA BOARD 71 / 2 " i f. = � � 2 / 0 T . r �_� 011 \ `-' / - -M MN 0 VARIES 11' ` 3 '�; 3/4' J �. 1 =MIN 30" 4 " ry 0, `51C ptLry : J GENERAL CONFIGURATION � FACIA BOARD �� COLUMN ELEVATION L. ATTACHED W/ (2) #8 SCREWS j/jj:::::: ECEtE TWALL 1 ANCHOR cm 18" ATTACHED W/ 3/16" JUL 1 7 202 Z' #8 DRYWALL SCREWS I 30" I i i - i PERMIT CENTER 18" r 1' / NI �+ `4 J ANCHOR PLATE SE¢MIC :�; VA IES ` SEIZMIC �+ ? MATERIAL HANDLING 18 ' �� ' ENGINEERING / 2 ,. y fi t', 161 Atlantic Street Po % , / MIN. EMBDMNT /I / � ,� 4� EST. 1985 mona, l afrfomia 91768 30 1 �, ' Tel. (909)869 -0989 Fax.(909)869 -0981 .: 0 ` TY PE SHIOLENO DRAWN BY: V.L DATE 06/20/02 3/4" PLYWOOD 1 /4" 1111 1111,1. 11 11 , CONRACTORS LAST REV. BY: DATE: � 18 \ �� � ■ I 4 -12 -2004 ' LICENSE NO.665374 IApnvD BY:SAL E. FATEEN (SCALE: N.T.S. I 1 REQ'D PER ANCHOR PLATE DESCRIPTION: ATTACHED EACH BASE UNITS W/ (3) MDF CORES / VARIES / COLUMN SURROUND DETAILS ADDRESS: DRAWING NUMBER: PIER 1 IMPORTS #1129 f-- --"N c 17388 SOUTHCENTER PKWY. [02-1126C 1 BASE ` 2 COLUMN ANCHOR TUKwILA, WA. ■ 8 O 0 O 1/4" 65" I — 4=1 , d i x 64 1/2" SQ. TUBING • ° ° ° ° ° ° ° ° ° ° s ° o bi °i ° ° ° ° ° ° ° ° ° ° ° °� '' P.0 „/32 "� i i i° i° i° i i i ° i °i ° ° i ° e i i i ° i ° i� 2 " 2 H i 1 `' ` "'' I 0 • SCREEN ANGLE \ y /32 0 0 ©© SEE DETAIL Tr t V EFmCALTUBE HORIZONTAL TUBE • Jur iii.0. , 3/16' O \ • • , l' 65" – X t---2 I ®® T 2 „ , � NOTE: ALL TUBING 1 "x 1 "x 16GA. SQUARE ATTACHED W/ (2) 5/16"0 BOLTS ATTACHED W/ (1) 5/16 "0 BOLT ® 2 CD CROSS TIE BACK SCREEN PANEL 8� SCREEN ANGLE GENERAL CONFIGURATION 36" LONG NOTES: ' i 144" 36" 1. STORAGE RACK DESIGNED PER CHAPTER 22, DIVISION X OF THE 2” 1997 UBC, SEISMIC ZONE 3. 72" l' 72 "– 2. STORAGE CAPACITY: 200# PER BAY. 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 1/4" ® ;, e - e - .,-.- :we:,, e -.- e - .y- ee .ye. e -. -,.- 4. ALL BOLTS A307 ( UNLESS OTHERWISE NOTED). .,,, % • % % % % % % % % % % % % %e� %i % % % % % % % % % % %A %����..�e0.. 5. ANCHORS HILTI KWIK BOLT II ICBO #4627, OR APPROVED ::::::e::e:e:::e.:e :eee:eee::e*•e:ee:e �.eee::::::eeeeee:: ::e:eeee:e:♦ ::e::: :::e: : :: : : :e::ee �::::ee::e::e::e::e::e : : :: ee::eeee:e::: :::::e e ♦ ::::ee: e:: EQUAL '.:'.:'!:!:! .:::::_:'.:'.:! :! :! :! :! :!:!:!:! e . :e :::: :!:! :!:::::_ee: ,t:t: to!. 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 7. CONCRETE 5" THICK x 2,500 PSI. ` 5,J CENTER TOP MEMBER 8. SOIL BEARING PRESSURE 1,000 PSF. 118" / . 2 1/2" 36' LONG % / / / / / / / / / //i 1 /4" THK. J . 2 1/2" t FRONT VIEW SIDE VIEW C�+A , � 4 j END FRAME TOP MEMBER ` LIGHT DUTY STORAGE FIXTURE ELEVATIONS 2 I1,; �► � `J rw�;, RECEIVED ,, J'' C ITY OF TUKWILA JUL 1 7 2002 PERMIT CENTER 31" i 2" ge / 0,. 21" � 3 1 /2" MIN. EMBED. t i -- 1/16" 1 3/16" 1 ' 1/ t l �� � I SEIZMIC • 0 y 11111 MATERIAL HANDLING j SEIZMIC ENGINEERING 161 Atlantic Street t 2 REM PER BASE +' �� EST. 1985 Pomona, California 91768 i'd ir 1/4" THK. r..•090 Tel.(909)869 -0989 Fax.(909)869 -0981 di DOA, • •. '.,: ` ` TYPE: BEST DRAWN BY: V.L DATE: 06/20/02 CALIFORNIA LAST REY. BY: DATE 4:2-2004 CONTRACTORS LICENSE NO.665374 APRVD BY:SAL E. FATEEN ISCALE: N. oescRlarloN: RUG DISPLAY DETAILS ADDRESS• ORAWINCNUMBER: PIER 1 IMPORTS #1129 1 7388 SOUTHCENTER PKWY. � 1 COLUMN � 2 BASE PLATE � 3� ANCHOR TUKWILA, WA. 02 -1126D 6 DRAWN BY: MS DD O CV O Cr/ 1 O cc:- 24X102 EATURE 24X102 24X102 EATURE 24X102 24X102 EATURE 24X24 24X24 24X24 24X24 24X24 24X24 I WOOD SHELVING - WOOD SHELVING - WOOD SHELVING - 1 Ili p PERIMETER PERIMETER PERIMETER o _��"]�]� X - II m I [: �1 ~ O A� u O x .. N o m I A O N = — �m A Z �5- r O I • E El. C ❑ C mA m:U .. z 36x120 ta O F N \ , 11 ® O Z O o , O A p r_ i o � m �< y Z r p 36x720 36x120 -< U) �_� II H 1 1 4 0 N D D MEM I (n El 2 0 111 E] El D IT • 24X120- U N r I aZ 36x120 36x120 n , r , 24 %120 MIME. LI..I A p p 8 36x1 20 36x120 N fll M O O WM O E r s U. I I I .y c 3 m m 60 IZ XZ mr :Rl 24X120 ®� U I;(5 El h El A D 24X120 24 %120 in m A 0 O O O X M C - Z N O O j I A N SIMIRES_ X N V m ). _, ,_ i J A °o -(. t StS /Revision /Date \ A O e :m 1C'_��� 41/ ; m j D = w.. Store Name /Address r;'11 —/ 1 lo WOOD SHELVING - WOOD SHELVING - PERIMETER WOOPERIMETER G - A0 � TUKWILA, WA - WOOD SHELVING - PERIMETER PERIMETER 24X102 EATURE 24 %102 24X102 EATURE 24X702 24X102 24X102 EATURE 24 102 RUGS DISPLAYER 24X102 4 % 121201 1 11 rm r1 NEW STORE u u u 1129 - TUKWILA, WA. 17388 SOUTHCENTER PARKWAY FIXTURE LEGEND TUKWILA, WA 98188 LOADING AT 96" TALL AND OVER FIXTURE LAYOUT I J NEW STORE 6/17/02 ® WOOD SHENG PIM tore 'o. eet O. 24" DEEP LVI X 1 02" TA ETER BUILDING AREA 72,073 S.F. - 24 ", 36" OR 48" WIDTH AS SHOWN 16% STOCKROOM 9, S.F. 1129 z COLUMN SURROUND FIXTURE 5% OFFICE /TOILETS 613 S.F. MDF CONSTRUC SALES WALL SPACE 323 L.F. Date - 96" TALL, DEPTH AND WIDTH VARIES SALES GLASS SPACE 40 L.F METAL STORAGE RACKS 6/18/02 ® YPE T A - METAL CONSTRUCTION Scale - 36" DEEP X 120' TALL X 72" WIDE ® TYPEB RECEIVED 1 /8 = 1 0 METAL CONSTRUCTION CITY DFTU ., - 24" DEEP X 120" TALL X 48" WIDE JUL 1 q 2002 , s t. M pER{AIT CENTER tend to 5 .,.1, , Th r ' vIJ . J - - - - -- - - - - - -- - - - -- _ APR 12..2Q04_1 1 W 0 I 1 = 7 -±---- = . , -... _ _ - _ - _ _ _ _ . I I = = = = ____ _ , L - _ - _ - - - - - J=k1c1+11111.1.11.1+1kL ..... = ...... = . ,, 43,872 S. '. -._-__—_ — ___- = - i 1 = Pier 1 impiirts , 175 SPAC:i _____= s F := 4 .4 oi BASSETT . ,........ p111 . 119 . .. = = t . © 4/10011 . .A..................„.,..........„.., • 1 .1 --- - -- - 0 _ ir 1 -1 . = 200 S.F. • PIER 1 DUMPSTERS I THOMASVILLE H' . 1 . = _ ■ P r re ,- ._ = - — • - = g g ...-. .:t er1616' • — PIER 1 TRUCK ROUTE 111 • . I ' = , — 17.000 S.F. _ _ a' — .1 ■ = i I " ; II c dia. -.... -- m -- ii . 8 '- - -ol , - .11111i11111111V) .-- 17 CE: I I I I ' 1= 'III I I I I iL -- ...__ - l ir - - ,,, pi4----1 --- — - -__ - . i Lim • LOADING LOADING ' .2 THE BON 1 SHANE 1 I Th , , .4. — .... CO. 1 4 0 1 1 - "-- 1171717H ral5S COST PLUS at_h_s_ue s .- ‘, KRAUSE: _ ' , L1 ..! .,,0 . sor. ro J 40,240 S.F. ; - 0_". 21.200 S.F. ... . II I CLAIM i f, . - .1 = POVY BEST 1r !E % x c . _ GART OLD a 1. . , \\... ? LoN= lir...1G Qrk , BUY le . @CO7M2, sport. NAVY , FARMS °W°00 . _ L.,z ----------- / , ......................1:- = i t , `1',. - I I I .1- = t J qt - \ Ej = , 1 ..d :: ". ,. ' Nee • ik , :el ill I , [ i 1 I P II - I i D' !VW , : 7 W T. I I 1 .5 le I -----------■__--\\ - - ' 111 r --71,_____:. ,,,. 11.1119 , 1,. .. ----4 . S1 7 ------ i .– --- —„..., ---- ;C..' 1 SOUTFI APrgesEE's - . ' E UTEM .."' ''' i ■..= ....,,... SIGN ■.. .....,.. 7 7 me■ I ,-- wALLPAPER • , . [ \ U ' TVTV '•j,li-- ...." BER.,,ANs . Luc.. _. _. r ...... — — -- - — ,-- , • _ .i 3..,,,PAY ■-- . ., „ , , . ., ,, 7, " I ., al■ WV . '''''''' se. • HALLMARK M . _ ?: .'' ' ..., ::: r .: ■ e & e , 3 r3 1 : ■ . • • ■ ' ''. : ' ■ 7_..: ': ' ;go' ...' , ..' 0 1 3 - 5315 -- --,.. ... —. . ,..„:„.. . - — — L .r7 - / CITY Of TUKWILA - WRVS RED ROM JUL 232032 . Is ■sw ' § - It • , y , / so i L ...- ,..., --.---,,-- LEVITZ MULTI-TENANT PYLON SIGN ...le = = , ...., t iiiii, i lli . =1_1 1.----- 1E A T L H L A EN N .: pkwiNNER -11 1 '.. 10. ..... L11111111 _ :El \ _ _ 111:11:11 A _ = . , s La.u.11:112 • - ' l a R o A 7 ,........=r___Iffi j = i i i - - g = TENANT BORDERS oft wat a . LINED == '0`T 2 O,1- ' 4. U F S : C 23,402 S.F. N _ 43,020 S.F. _ 6 ,9 6 2 S.F. kl■ C = .1m 7 = _ T — 1:1111\ GO = _ 11 I im■ MI 40,020 S.F. F. 11111ln C = L 1■1 - crrVgivi, 1 --.1 L . ---- \ JUL 172002 _ PERMIT CENTER ... •-■ ■... Tukwila WA , NIORTH 7.'. OVERALL SITE PLAN -----;„ . . .., . .