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HomeMy WebLinkAboutPermit D2000-314 - SOUTHCENTER MALL - SOLE OUTDOORS - STORAGE RACKS2 SOLE OUTDOORS 925 SOUTHCENTER MALL D2000-314 City of Tukwila Parcel No: 262304 -9004 Address: 925 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Cont Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: TOTALDI016JE OCCUPANT OWNER CONTACT Constr PUBLIC Curb C Permit Center Authorized Signature:_ ,I 1 Signature: Print Name DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: D2000-314 Status: ISSUED issued: 09/21/2000 Expires: 03/20/2001 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED /AFA .0 South: .0 East: .0 West: .0 Sewer: N/A Slopes: N Streams: SOLE OUTDOORS Phone: 925 SOUTHCENTER MALL, TUKWILA, WA 98188 SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 GREG HUGEBACK A041 MILL STREET, KANSAS CITY, MO 64111 CONTRACTOR TOTAL DEVELOPMENT INC 7753 W GOLDEN LN, PEORIA, AZ 85345 * **** ******** * * * *•k•k ***** **k * ** * * * ** **k* *.k * * * * ***k ***** *k ** *•k *'k *•k** *******k * *k *k** Permit Description: INSTALL PALLET RACKS. kk **** *** * ** ***** **•k**** ***** **** ** * * ** ** **k* *k * *** *k******* k******************** uction Valuation: $ .00 WORKS PERM.ITS: *(Water Meter Permits Listed Separate) ut /Access / /CSS N Fire Loop Hydrant N No Sizetin) .00 Flood Control Zone: N Hauling: N Start Time End Time: Land Altering: N Cut Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N. Private: N Public: N -* k ** * *• *** *** * * ** ** ******.* ** * * ** **•k** *•k * * *•*** **•k•k k** *•k•k•k** *** ** ****•k* *:k*** ***•k•k* *•k *: TOTAL DEVELOPMENT PERMIT FEES: $ 164.96 *•k k ** k*•k•* k•k**** **•k k*** *** **•k* k* k* ** *** * ** *•k**** k * *•k* * *k* ** k k k•k *•k k** *•k * * *•k** Phone: 816- 931 -6655 Phone: 800- 726 -1416 B ,'C -Date: q I hereby certify that I have read and examined thitr, permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any the -tate or local laws regulating construction development or the perfor ce wor;. I authorized to sign for and obtain this \ Date: Eng. Appr: This permit shall become null and void if he work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. re 2 VO (0° UJ 1 J w O n u. _ e d = H F- O '. Z1- Lu 2 off = U f- ui z ' U ='. 0 F " z. CITY OF TUKGWILA Address: 925 SOUTNCENTEFt MALL Perini t No: 02000 --314 Suite: • Tenant: Status: ISSUE Type: DEVPERM Applied: 09/14/2000 Parcel : #: 262304 -9004 Issued: 09/21/2000 A- A A *:A A*AA *A*A•AA•A *..•A•A **AA** *•AAA *AAAA•A1*•AAA*•AA *AA*•*AA A•A'AA*•A•AAAA**A•AAA•*AA* A* Permit Conditions: • 1. 'No changes will be made to the plans unless approved by the Engineer and the Tukwila' Buildings Division . All construction to be done :in ''con formance with approved plans and requirements of _the Uniform .30fIding .Code (1997 Edition >. as aine?_ni* Uniform Mechanical Code 1.99 " (7 Edition), and Washington rotate energy Code , Edition) Validity of Permits ,s The iss�uanceof „'a permit' or approval of :plans, speci•f icatipns,' and computations shall ; n'ot be con - strued 'permit f,o.r t car an appra'val,of, any violation' of any,iof, the' ?1 s,i ons of 'the. uu i l d i ng Code or of any other' ,`o•rdinance: of the :juridict'ion. No permit pr•'esuming i:'u give /Othority to, violate` ors cancel the provisions of. this \ code shal,l.. Jbe' val id. All b p inspection records!„ and approved plans shall •.avail'abie at the j.ob ,s,i,te prior to the start of any con ,struction :'These documents pare to b_e. maintained acid avai1- 60)p; unti l . :final ,inspect ion approval, is gr w 2 ! 0 0 co 0 w z} J • w: w0 J w a = • d f•- ru F_ I - 0. z w uj U 0 - o ff w w ` L I O ii z 1= OI- Description of work to be done: _N577 U L Pf 7 CAd S Project Nameenant: c) LC 7V OVTc Value Construction: $ D� p0 Site Address: �� _ City ity State/Zip: g D (.17 0 — Tax Parcel Num er: �� �- DD Property Ow r. /E iliv .S i. <7 4cef�s 4e(UP Phone: 4 { Iv o Ro,F1- 690 Street Address: C Sta a / Zip: Fax #: /�/5 Z S 41Z - Oa7�t /Q112 L. CMG 0 ('' i� /. 5�/ Contractor: -- Phone: 7 ]� 71) .e sc 71J Street Address: City State /Zip: Fax #: Architect: v U �O �7/ 1 . 6, 0601/97() 6, 0601/97() Phone. ( d 16 931 -6 Street Address: City State /Zip: o mu- c5 �J 0 N �Jll Fax #: y Sg /6 ) 93/- %'( Phone: / 1 )4;A:z 77 n � /_ ' /72 Engineer: BR_ , A) //U 0l ��S Stret Address: C S /Zip: ,c ii 5. & � mit-r De. 71aR1 ,, t `� Fax #: L 401-1 Phone: Fax #: /� /� \ /�� — % �� Contact Perso 'W t A� dr // •cli � ? / 1((iil a 4 z f t 1 City State /Zip: Description of work to be done: _N577 U L Pf 7 CAd S Existing use: 0 Retail El Restaurant in Multi-family ❑ Warehouse ❑ Hospital Church El Manufacturing ❑ Motel /Hotel ❑ bffice ❑ School /College /University CI Other Proposed use: a Retail ❑ Restaurant El Multi-family ❑ .Warehouse El Hospital ❑ Church CI Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? CI yes M no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? MI yes ❑ no Existing fire protection features: gi sprinklers El automatic fire alarm ❑ none El other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) , Will there be storage of flammable /combustible hazardous material in the building? 71 ye' !' no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CTPERMIT.DOC 1/29/97 CITY OF TUK' /ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 throu the mai or fa csimile /T APPLICANT REQUEST; FOR PUBLIC .WORKS SITE/CIVILPLAN REVIEW OF. THE .FOLLOWING. .....:..::. (Additional reviews maybe determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(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: ❑ 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 possible revision by the Permit Center to comply with current fee schedules. 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 Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap tion iccerated: Datc : PLEASE SIGN BACK OF APPLICATION FOR Applic lo en by: (Initials) BUILDING O NE R A THORIZED AGENT: Signature : /{ r �??ry (,l Date: I Q q / Print name: 1 /o ww nu c( Phone(9 ,5 g / Fax #: / 6qe - b3. I Address � Q 2 � ?� �cl�' City /State /Zip l5/ eiDiyvrt.lo, uici 9053 A r. ALL COMMERCIAUMULTI -F LY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS MU T BE SUBMITTED WITH THE FOLLOWING: • 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 SS EMITTED LV' ❑ Complete Legal Description g ❑ 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 : 0 ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed 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 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- • /� 9). ❑ P ' Floor plan: show location of tenant space with proposed use of each room labeled l Sd ❑ 0 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of n•/ any hazardous materials; dimensions of proposed tenant space. NJ` , ❑J Vicinity Map showing location of site ❑ L_Y Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ 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 Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) opy 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 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 PE URY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMI CTPERMIT.DOC 1/29/97 z • w o!2 O 0 (0 o co IA (1.i H w 2 J u_? w _ Z � Z 0 O 0 I- wW I- u' O w Z U= 0 z y "TM r *Ak:1•: *.O.**4.*4-k *1 k **.k.,1**k• .�AkA:Fk:4 ** : 1A• A• A•: tA*AA *tit,t*;11..:EAkA*A***PA•k• "cIT :OF 1U{WIL . WA ( ( tPTh MIT *a *kA 1 •NkRit+Ak:klt•k.A:Ak•►A•.k> k A•,` A•: F�t�4'•: 4J. A A: 1*• A•+e;+.5A•**kk.A:k*,k *A*•A*A•.1 TKi- 1NS1 ' ;141.4 1br'n ' K9�ln0 • 7 _t3 ta3 ;An; aunt:: lt}I.i� 09/21./00 I .52 1'�rnen, tie l:hnd CIIIiCI;' Not tio, : TOTAL gC N In t : 7t. f3 Pe1'Ntth Na m ()2001!!•3.14 Tvoe;; - »EVPIER14 DEVELOPMENT PERMT P.tir•cel No 2623O41...9OQ ' i to ;Addr'es,t : 92 3lJ11'fHC1= 14TEl1 M(L1. 'Total I ilr:i,„ 164.96: •This : ',I ay 101 ,', 75, T ,t ] Al..L Prnt :s, . 1:i4. 96 13a1ince ..00 *.s1 * #, **A :4 AA *A•k:4A.A**J **•: A: A44hA A* AAA FA * *%*rA• * *A **k*it*.A4 4 At M:AAAA• c .i E Cod Deccr 1 pt ion 14inoi.tnt 000/ 3 •'2. :1.000 CU] :1...DINO ,NOtlRES'.,...:.w... 97.25 :000/356,9.04 STATE 13UIL.DINO ST 7 - i, ��E 4.30 r 1225 '9/22 9710 TOTAL 960.00 .s1•4:y �.�r ,A 4� ..1� L • '"' Jv 7, 14 ••••" d .P1;_toi:£§'krAt'sn tUHi: +P•t�^l., ?a4t,. i.i.s:st6Y • j W. ,.J 0 00 U) I W0 g Q' Cy, I- W. _+ Z �; H O; Z f~; m I gy 00 N Q I—` W IL; IL I O ' ui z; U — H =` Z � �,��;r :r;lr .rte ��•'.t� 1�1.w l *A*•kAtk eA*4kkk*A••k11•4eA*•A••k '-4 A kA ' AkA ,1 *k:4A*A ,4 :1•hAbkkA•k:1•. A•kAAAA';4A4h r�tY�t3f � ll!(W3 :LA.' 1411 , ; r ) ff�llnl5M1T „ +4J�' i t * ***Ak1 *A*•1••kA:4 A• k:'frl• A” 4Ft:►•** : a •.4:li1 *AkN4,1hMA*Ak;1*;Ekka1• 11;1'i Ni. iber•rt 'R9800359 ;Amount: ..3.21 ..09/14/00 10111 Pis Method CHI: el( NorgFion: ICECKY WHI1141 :Y : In it: TLi3 • Pell Mit:t�o: D2000. -314 Type: I�LVPEI DFUIit.OPiENN•f t'lE r;iirr Parcel No: 262304- .90.(14 a 1 to `Addy e ss: 92b 601.11410ENNtli MALI. s foka'I Fees: 164,,z.16 This P yment ' 63.21. Total AL.L Pats: 63.21 Bill ance: 10.1.. 7a *** A,% 4.* kof* 44 0, k*# ' A•Ad*• *A*+1 *ld•;;kA?Ikd *. •k•*AA's' #k•k. ***+i, *11$'kk•k,1 Accouhir Cade Descr• i pt ion Amour) t; 000/345.830 PLh1N :CHECK - NONVES 63.21 p0O9 09/15 971.9 TOTAL. 63.21. • f . Pro ec • >� % 4f %P, 'a Type f I` ction: /-27-2e. l e- Addres • D called: Specia instructions: Date wanted: 40 Reques Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. _(206)4313.670 Q Corrections required prior to approval. COMMENTS: • Date: D $47'. t11 EINSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: %;:44 : 4 'x: :4A,t e�.}t1.'Y3:14�4is&4f7:i ,yav;a.0 iY..,.Jrur�v�.:Uit�. tSH +!tti. U � G rn W H: N W O!. g 72 IL , s Sp- , Z U 0 ? •. • 0•■ I IL 0 to Z' U N 1 0 z Sprinklers: Fire Alarm: %-N\I A L. Hood & Duct: Halon: Monitor: ;NOT Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection • �}�a,� s i o Rev. 2/19/98 Steven M Mullet, Mayor Thomas P. Keefe, Fire Chief WW` TUKWILA FIRE DEPARTMENT 6 m, J0 . FINAL APPROVAL FORM N Q ' co W Permit No. ? � Ulu .- l J ca � LL" fl� boo - L31 MUM) -1 ' m Q . �d Iii Project Name c t')I C 01/4-kcior S p Address X 5 So v ctr.';'el"' VY1a LL Suite # 2 m '0 -. i0 1--i Wuj Vi Fii Z ' 0 Approved without correction notice Z Approved with correction notice issued Date `80b T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206. 575.4439 k•r ..IW21idSx+ ia.i7,1..W A.r�J6.N"'�.,: oM:IV..JSi .:lY1il: - . ' + 4.1 STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYOr CAROUSELS PUSHBACK RACKS RACK BUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEIZMIC _MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEISMIC ANALYSIS OF SHELVING FOR . SOLE OUTDOORS 925 SOUTH CENTER MALL TUKWILA, WA. JOB #:00.1742 APPROVED BY EXPIRES APR 12 2001 161 ATLANTIC STREET • N1 $ A 'I' CA 9.1761t. • TELL (909)869 -0989. • FAX : (909)869 -0981 ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT GEORGIA IDAHO ILLINOIS INDIANA OHIO KANSAS OKLAHOMA MICHIGAN OREGON MINNESOTA PENNSYLVANIA MISSOURI TEXAS MONTANA UTAH NEVADA VIRGINIA NEW MEXICO WASHINGTON WISCONSIN CITY OF TIUKWILA SEP 1 4 2000 PERMIT CENTER W QQ 2 • J O U O CO CO LL w WOE u.Q = O ; d ui . O Z O N 'W = V; I i .. z ' 01 Z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0969 • FAX: (909) 8690981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 2 OF 20 CALCULATED BY BOB S. DATE 9/1/00 TABLE OF CONTENTS DESCRIPTION PAGE # COVER PAGE 1 TABLE OF CONTENTS 2 SINGLE SIDED ANALYSIS 3 TO 11 PROJECT SCOPE & SPECIFICATIONS 4 LOADS & SEISMIC DISTRIBUTION 5 TRANSVERSE SEISMIC LOADS 6 COLUMN ANALYSIS 7 TRANSVERSE CONNECTION ANALYSIS 8 LONGITUDINAL BRACING ANALYSIS 9 OVERTURNING ANALYSIS 10 BASEPLATE ANALYSIS 11 DOUBLE SIDED ANALYSIS 12 TO 20 PROJECT SCOPE & SPECIFICATIONS 13 WADS & SEISMIC DISTRIBUTION TRANSVERSE SEISMIC LOADS COLUMN ANALYSIS TRANSVERSE CONNECTION ANALYSIS j.4NGFTUDINAL BRACING ANALYSIS OVERTURNING ANALYSIS BASEPLATE ANALYSIS 14 15 16 17 18 19 20 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 3 OF 20 CALCULATED BY BOB S. DATE 9/1/00 WOOD /METAL SHELVING ANALYSIS 00, coo!, 9 W W 0 0} g = v I- W F- O . ? Q i 0 i0 =A' ui -O Z' 0 I-" IC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889-0989 • FAX: (909) 889-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 4 OF 20 CALCULATED BY BOB S. DATE 9/1/00 LIGHT DUTY METAL SHELVING ANALYSIS SCOPE THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE RACK COMPLIES WITH THE REQUIREMENTS SET FORTH IN THE 1997 UBC, UTILIZING DIV X. PARAMETERS STEEL- 50,000 PSI ANCHORS- 0.177 IN DIAM. x 1.4375 IN MIN EMBED HILTI DS PIN (I.C.B.O. #2388) BOLTS- A307 (WHEN USED) SLAB- 4 IN x 2000 PSI CRITICAL CONFIGURATION (SINGLE ROW UNITS) d= 12.0 IN LOADS AND DISTRIBUTION 40 LB/LVL <=== LIVE LOAD S LB/LVL <=== DEAD LOAD LOADING GOOD FOR ALL TYPE OF SINGLE SIDED FIXTURES r SEIZMIC " INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889.0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. 5 OF 20 CALCULATED BY SOLE OUTDOORS GOULD EVANS GOODMAN BOB S. DATE 9/1/00 SEISMIC DISTRIBUTION ANALYZE PER DIV X OF THE 1997 UBC. V= 2.5 *Ca *I *(WDL /n +WLL) /(1.4 *R) 1.4 = WORKING STRESS REDUCTION I= 1 Ca= 0.36 R(trari.)= 5.6 < = == MOMENT RESISTING FRAME V — .R(Iong.) 4.4 < = == BRACED FRAME WDL= 5 LB /LVL < = == ACTUAL D LOADING WLL= 40 LB /LVL < = == ACTUAL L LOADING # OF LVLS= 6 < = == ACTUAL # OF LEVELS WDL= 10 LB /LVL < = == ADJUSTED D LOAD /LVL WLL= 80 LB /LVL < = == ADJUSTED L LOAD /LVL # OF LVLS= 3 < = == # OF LEVELS OF MOMENT CONNECTIONS n= 1 NOTE: 1ST LEVEL OF SYSTEM IS ON GROUND NOTE: IN THE TRANSVERSE DIRECTION THE SHELF LEVELS ARE NOT MOMENT CONNECTIONS HOWEVER, THE WOOD SPREADERS ARE. THUS THE LOAD & LATERAL FORCES IMPOSED ON THE SHELVES WILL BE DISTRIBUTED EVENLY & TRANSFERRED TO THE MOMENT CONNECTIONS. TRANSVERSE SHEAR Vtran.= 2.5 * 0.36 * 1 * (40 LB /1 + 5 LB ) *6 LVLS /(1.4 *5.6) I 30.99• L8 LEVEL wx(DL +LL) hx <_-= TRANSVERSE SEISMIC SHEAR PER FRAME wxhx 1 90 LB /LVL 6.0 IN 540 IN -LB 1.0 LB 6.8 IN LB 2 90 LB /LVL 63.0 IN 5,670 IN -LB 10.3 LB 748.5 IN LB 3 90 LB /LVL 120.0 IN 10,800 IN -LB 19.7 LB 2715.7 IN LB LONGITUDINAL SHEAR E= 17010.0 INLB Vlong.= 2.5 * 0.36 * 1 * (40 LB /1 + 5 LB ) *6 LVLS /(1.4 *4.4) I 39.45 LB F < == (SEC 1630.2.1) F F3 F F� Fi(tran.) Fi *hx *1.15 30.99 LB 3471.1 IN LB < = == LONGITUDINAL SEISMIC SHEAR PER FRAME r SEIZMIC " INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889 -0989 • FAX: (909) 889-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT FOR SHEET NO. CALCULATED BY SOLE OUTDOORS GOULD EVANS GOODMAN 6 OF 20 BOB S. DATE 9/1/00 TRANSVERSE SEISMIC LOADS ANALYZE PER DIV X OF THE 1997 UBC THE. FRAME SHALL BE ANALYZED AS A BRACED FRAME IN THE LONGITUDINAL DIRECTION, AND A MOMENT RESISTING FRAME IN THE TRANSVERSE DIRECTION, /UTILIZING THE MOMENT RESISTANT SPREADER TO COLUMN CONNECTIONS. Vtransv= 30.99 LB 'Vcol= 15.5 LB TRANSVERSE SEISMIC M1 -1= Vcol * h1 = 93 IN -LB M2 -2= [Vcol- (F1)/2] * h2/2 = 855 IN -LB _ M3-3= [Vcol- (F1 +F2)/2] * h3/2 = 561 IN -LB M4-4= [Vcol- (F1 +F2 +F3)/2] * h4/2 = IN -LB Mmax= [(M2 +2) +(M3 -3)] 1,416 IN -LB 222 22222 --__ 2 =2222 222 222222 272 222222 2222 2222 =2 SPACING Vcol M1 -1 DL h2 h XRANSVERSE ELEVATION hl= 6.0 IN h2= 57.0 IN h3= 57.0 IN h4= 0.0 IN depth= 12.0•IN • • 4_ 4 • • MOMENT CONNECTION h1 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN ANALYSIS ANALYZED PER AISI COLD FORM STEEL MANUAL. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. NOTE: 1ST LEVEL OF SYSTEM IS ON GROUND Pstatic= # OF LEVELS *(WDL + WLL) = 6 * (40 LB + 5 LB) = 270 LB Pseismic= E (Fi *hn) /depth =(Moot /d) = 289 LB P= 559 LB • M=• 855 IN-LB KxLx /rx = 1.2 *53 IN/0.49 IN = 129.8 < = == (KI /r)max KyLy /ry = 0.8 *18 IN/0.3366 IN 42.8 AXIAL Fe= nA2E /(KL/r)maxA2 = 17.3 KSI Fy /2= 25.0 KSI SINCE, Fe < Fy /2 THEN, Fn= Fe = 50 KSI*[1 -50 KSI /(4 *17.3 KSI)] = 17.3 KSI Pn= Aeff*Fn = 3,889 LB flc= 1.92 •Pa= Pn /IIc = 3889 LB/1.92 = 2,025 LB P /Pa= 0.28 > 0.15 FLEXURE CHECK: P /Pa + (Cmx *Mx) /(Max*px) S. 1:33 P /Pao + Mx/Max S 1.33 Pno= Ae *Fy = 0.225 INA2 *50000 PSI = 11,250 LB Pao= Pno /f c = 11250 L8/1.92 = 5,859 LB Myield =My= Sx *Fy = 0.06 INA3 * 50000 PSI = 3,000 IN -LB Max = My /Of = 3000 IN- LB/1.67 = 1,796 IN -LB Pcr= nA2EI /(KL)maxA2 = nA2 *29500 KSI/(1.2 *53 IN)A2 = 3,887 LB THUS, PROJECT FOR SHEET NO. CALCULATED BY (EQ C4.1 -1) (EQ. C4-4) (EQ C4 -2) (EQ C4 -1) (EQ C5 -1) (EQ C5 -2) (559 LB/2025 LB) + (0.85 *855 IN- LB)/(1796 IN -LB *0.72) = (559 LB/5859 LB) + (855 IN- LB/1796 IN -LB) = SOLE OUTDOORS GOULD EVANS GOODMAN 7 OF 20 BOB S. 3/4 -i Qf= 1.67 Cmx= 0.85 Cb= 1.0 DATE 9/1/00 SECTION PROPERTIES A= 1.5 IN B= 0.75 IN C= 0.0 IN • t = 0:054 IN Aeff = 0.225 INA2 Ix = 0.054 INA4 Sx = 0.060 INA3 rx = 0.490 IN ly = 0.026 INA4 Sy = 0.066 INA3 ry = 0.337 IN Kx = 1.2 Lx = 53.0 IN Ky = 0.80 Ly= 18.0 IN Fy= 50 KSI E= 29,500 KSI px= {1 /[1- (fQc *P /Pcr)] }A -1 = {11[1- (1.92 *559 LB/3887 LB)] }A -1 = 0.72 0.84 < 1•.33, OK (EQ C5 -1) 0.57 < 1.33, OK (EQ C5 -2) SEIZMIC IWC. MATERIAL HANDLING ENGINEERING TEL: (909) 889.0989 • FAX: (909) 889-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 8 OF 20 CALCULATED BY BOB S. DATE 9/1 /00 TRANSVERSE MOMENT CONNECTION ANALYSIS ASSUME 5/8" THICK SPREADER WOOD IS DOUGLASS FIR -LARCH Mconn = 1,416 IN -LB CHECK SHEAR CAPACITY OF 1 /4" METAL CRIMP Pmax= 0.4 * Fy *Am * 1.33 = 0.4 * 50000 PSI * Am * 1.33 = 1,667 LB Mallow= (Pmax)(dn) (1666.67 LB) *(1 +0.5/3.5) *3.5 • 6,667 IN -LB > Mconn OK CHECK BEARING CAPACITY OF OF WOOD SPREADER Fc(parallel)= 875 PSI < = == 1997 NDS TABLE Pmax= Fc(parallel) * Am * 8 • 875 LB * (0.25 *0.625) INA2 * 8 = 438 PSI Mallow= (Pmax)(dn) (437.5 LB) * ( + 0.5 / 3.51* 3.5 =1,750 IN -LB > Mconn OK Am = 0.063 INA2 00, .u) o N W CO LL w � g • a Z �' • U o o F- LLI u. Or ..z ` U N` 0 I- 0 Z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 8890989 • FAX: (909) 8890981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT FOR SOLE OUTDOORS GOULD EVANS GOODMAN SHEET NO. 9 OF 20 CALCULATED BY BOB S. DATE 9/1 /00 LONGTITUDINAL BRACING ANALYSIS BRACING CAPACITY IS GOVERNED BY TENSION CAPACITY OF CROSS BRACING, AND SHEAR CAPACITY OF CONNECTION SCREW. ONE SET OF CROSS BRACES SUPPLIED FOR EVERY 3RD SECTION OF INTERCONNECTED UNITS. LONGITUDINAL BRACE Vlongit(eff)= Vlongit * 2 < = == BRACES OCCUR EVERY OTHER FRAME. = 78.9 LB Vdiag= Vtot(Ldiag /Lhoriz) • - 111.6 LB • < = == SEISMIC LOAD IN TENSION TENSION CAPACITY OF STRAP Tallow= 0.6 * Fy * AREA(gross) * 1.33 1735.7 LB > Vdiag OK IN TENSION OR Tallow= 0.5 * Fu * AREA(net) * 1.33 = 1542.7 LB > Vdiag OK IN TENSION SHEAR CAPACITY OF #10 X 3/4" TEK SCREW Vallow= Fv*AREA(screw) *1.33 = 748.1 LB > Vdiag OK IN SHEAR t =14 ga • "X" BRACE (3/4" AREA(gross)= AREA(net)= Lhoriz= Lvert= Ldiag= • Fy= Fu= Fv= SCREW DIAM.= BRACE SYSTEM OK x 17 ga STRAP) 0.0435 INA2 0.0333 INA2 48.0 IN 54.0 IN 67.9 IN 50,000 PSI 58,000 PSI 20,000 PSI 0.189 INA2 :..2� l L'. �. Yntak' ti: �: c:Ls+rila::u}::ii:C3Ywi..i,:::a .c..,i ;rrtS::iS1mr .+.G'�ri..•lU.iiir•.. SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 889.0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 , QYERTURNING/ANCHORAGE ANALYSIS (12 IN DEEP UNITS) PER DIV X, SECTION 2208.2.1 Vcol= 15.5 LB ,govt= (i Fl * hi) *1.15 = 3,471 IN -LB < = == SEE SEISMIC DISTRIBUTION SHEET Mst= I (WDL + WLL) *d /2 = 6 LEVELS * (5 LB /LVL + 40 LB /LVL) * 12 IN /2 = . 1,620 IN -LB Puplift= (Movt - Mst) /d (3471.06 IN -LB - 1620 IN- LB)/12 in = 154 LB UPLIFT ANCHORS REQUIRED F 4 F3 F1 USE (1).0.177.IN DIAM. x 1.4375 IN MIN. EMBED.HILTI DS PIN (I.C.B.O. #2388) ANCHOR PER POST. NO INSPECTION REQUIRED. PULLOUT CAPACITY= 200 LB SHEAR CAPACITY = 333 LB COMBINED STRESS: (154.3 LB/199.5 LB) +(15.5 LB/332.5 LB) = 0.82 < 1.0 OK Sum Momen # LEVELS= 6 d= 12.0 IN PROJECT SOLE OUTDOORS FAR GOULD EVANS GOODMAN SHEET NO. 10 OF 20 CALCULATED BY BOB S. DATE 9/1/00 U. - U; U O , N 0 w 'o gQ = d w H O Z ~; W W 0 ' w = V % • w 0H Z S INC. MATERIAL HANDLING ENGINEERING TEL: (909) 8890989 • FAX: (909) 889-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT FOR SHEET NO. CALCULATED BY SOLE OUTDOORS GOULD EVANS GOODMAN 11 OF 20 BOB S. DATE 9/1 /00 BASE PLATE ANALYSIS EFF.BASE PLATE WIDTH (B)= EFF.BASE PLATE DEPTH (D)= b= b1 = THICKNESS (t) = Fy = fa =P /A = Pcol /((D)(B))= Mbase= Sbase=(1 )(t ^2)/6= FI?ase = (0.75)(Fy)= Pcol = Pcol + (Mot /D) = 559 LB fb /Fb = 1.25 IN 2.25 IN 0.75 IN .5 IN 0.06 IN 50,000 PSI 1.98.85 • PSI (W)(LA2) /2 = (fa)(b1 A2)/2 21.0 IN -LB 0.0006 INA3 49,875 PSI Mbase /((Sbase)(Fbase)) 0.66 OK b1 SLAB DUE TO LIGHT LOADS, SLAB AND /OR FLOOR SUPPORT SYSTEM IS OK BY INSPECTION. Pcol B b 11111101 iti.:4.1.. 1v11:47.0.17 1urin.7k rrcFai'•a1?.t`5cc.:+:Yrtar�"a`. -:- ;ul•••. 662y `n ti. ^, SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 12 OF 20 CALCULATED BY BOB S. DATE 9/1/00 r SEIZMIC � INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869.0989 • FAX: (909) 8690981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET. NO. 13 OF 20 CALCULATED BY BOB S. _ DATE 9/1/00 LIGHT DUTY METAL SHELVING ANALYSIS s&PE THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE RACK COMPLIES WITH THE REQUIREMENTS SET FORTH IN THE 1997 UBC, UTILIZING DIV X. PARAMETERS STEEL- 50,000 PSI / ANCHORS- 0.177 IN DIAM. x 1.4375 IN MIN EMBED HILT! DS PIN (I.C.B.O. #2388) BOLTS- A307 (WHEN USED) SLAB- 4 IN x 2000 PSI CRITICAL CONFIGURATION (DOUBLE ROW UNITS) d= 12.0 IN LOADS AND DISTRIBUTION 40 LB /LVL < = == LIVE LOAD 5 LB /LVL < = == DEAD LOAD LOADING GOOD FOR ALL TYPE OF SINGLE SIDED FIXTURES SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 14 OF 20 CALCULATED BY BOB S. DATE 9/1/00 SEISMIC DISTRIBUTION ANALYZE PER DIV X OF THE 1997 UBC. TRANSVERSE SHEAR Vtran.= 2.5 * 0.36 * 1 * (40 LB /2 + 5 LB ) *6 LVLS /(1.4 *5.6) LEVEL I 17.22 LB wx(DL +LL) LONGITUDINAL SHEAR hx wxhx x- 17010.0 INLB 17.22 LB Vlong.= 2.5 * 0.36 * 1 * (40 LB /2 + 5 LB ) *6 LVLS /(1.4 *4.4) 21.92 LB F V= 2.5 *Ca *I *(WDL /n +WLL) /(1.4 *R) < == (SEC 1630.2.1) 1.4 = WORKING STRESS REDUCTION F 1= 1 Ca= 0.36 R(tran.)= 5.6 < = == MOMENT RESISTING FRAME V — R(Iong.) 4.4 <=-�= BRACED FRAME WDL= 5 LB /LVL < = == ACTUAL D LOADING WLL= 40 LB /LVL < = == ACTUAL L LOADING # OF LVLS= 6 < = == ACTUAL # OF LEVELS WDL= 10 LB /LVL < = == ADJUSTED D LOAD /LVL WLL= 80 LB /LVL < = == ADJUSTED L LOAD /LVL # OF LVLS= 3 < = == # OF LEVELS OF MOMENT CONNECTIONS n= 2 NOTE: 1ST LEVEL OF SYSTEM IS ON FLOOR F3 F 2 F1 NOTE: IN THE TRANSVERSE DIRECTION THE SHELF LEVELS ARE NOT MOMENT CONNECTIONS HOWEVER, THE WOOD SPREADERS ARE. THUS THE LOAD & LATERAL FORCES IMPOSED ON THE SHELVES WILL BE DISTRIBUTED EVENLY & TRANSFERRED TO THE MOMENT CONNECTIONS. <=== TRANSVERSE SEISMIC SHEAR PER•FRAME Fi(tran.) Fi*hx *1.15 1 90 LB /LVL 6.0 IN 540 IN -LB 0.5 LB 3.8 IN LB 2 90 LB /LVL 63.0 IN 5,670 IN -LB 5.7 LB 415.8 IN LB 3 90 LB /LVL 120.0 IN 10,800 IN -LB 10.9 LB 1508.7 IN LB 1928.4 IN LB < = == LONGITUDINAL SEISMIC SHEAR PER FRAME I•-- d--c w . .0 coo! w =. J He CO LL ; w 0 2 g Qi! So.. C7I w , I z �. F o' . Z F 11J ul, D H w 111 u. 0 Z' LU PA 0 Z r ° 1 11 :1 111 4 11 1 1 6 111111111 % INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY SOLE OUTDOORS GOULD EVANS GOODMAN 15 OF 20 BOB S. DATE 9/1/00 TRANSVERSE SEISMIC LOADS ANALYZE PER DIV X OF THE 1997 UBC THE FRAME SHALL BE ANALYZED AS A BRACED FRAME IN THE LONGITUDINAL DIRECTION, AND A MOMENT RESISTING FRAME IN THE TRANSVERSE' DIRECTION, / UTILIZING THE MOMENT RESISTANT SPREADER TO COLUMN CONNECTIONS. Vtransv= 17.22 LB Vcol= 8.6 LB TRANSVERSE SEISMIC M1-1= Vcol * h1 = 52 IN-LB M2-2= [Vcol-(F1)/2] * h2/2 = 475 IN-LB M3-3= [Vcol-(F1 +F2)/2] * h3/2 = 312 IN-LB M4-4= [Vcol-(F1-1-F2+F3)/2] * h4/2 = IN-LB Mmax= [(M2+2)+(M3-3)] 787 IN-LB depth TRANSVERSE ELEVATION h1= 6.0 IN h2= 57.0 IN h3= 57.0 IN h4= 0.0 IN depth= 12.0 IN • • 4 It • • MOMENT CONNECTION ••: • SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 8890989 • FAX: (909) 889-0981 181 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT SOLE OUTDOORS CALCULATED BY GOULD EVANS GOODMAN FOR SHEET NO. 1 6 OF 20 BOB S. DATE 9/1 /00 COLUMN ANALYSIS ANALYZED PER AISI COLD FORM STEEL MANUAL. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. NOTE: 1ST LEVEL OF SYSTEM IS ON FLOOR Pstatic= # OF LEVELS *(WDL + WLL) En. 3/4" 1 = 6 * (40 LB + 5 LB) = 270 LB P= 431 LB M� 475 IN -LB KxLx /rx = 1.2 *53 IN/0.49 IN • 129.8 < = == (KI /r)max KyLy /ry = 0.8 *18 IN/0.3366 IN =42.8 - AXIAL Fe= ttA2E /(KL/r)maxA2 = 17.3 KSI Fy /2= 25.0 KSI SINCE, Fe < Fy /2 THEN, Fry= Fe = 50 KSI*[1 =50 KSI /(4 *17.3 KSI)] = 17.3 KSI Pn= Aeff*Fn = 3,889 LB flc= 1.92 Pa= Pn /flc 3889 LB/1.92 = 2,025 LB P /Pa= 0.21 > 0.15 FLEX URE CHECK: P /Pa + (Cmx *Mx) /(Max*px) 5 1:33 P /Pao + Mx/Max <_ 1.33 Pno= Ae *Fy = 0.225 INA2 *50000 PSI = 11,250 LB Pao= Pno /fQc = 11250 LB/1.92 = 5,859 LB Myield =My= Sx *Fy = 0.06 INA3 * 50000 PSI = 3,000 IN -LB Max = My/Of = 3000 IN- LB/1.67 = 1,796 IN -LB Pcr= ttA2EI /(KL)maxA2 = nA2 *29500 KSI/(1.2 *53 IN)A2 = 3,887 LB THUS, Pseismic= B (Fi *hn) /depth = (Moot /d) = 161 LB (EQ C4.1 -1) (EQ. C4-4) (EQ C4 -2) (EQ C4-1) (EQ C5 -1) (EQ C5 -2) t =16 ga SECTION PROPERTIES A= 1.5 IN B= 0.75 IN C= 0.0 IN t = 0.054 IN Aeff = 0.225 INA2 Ix = 0.054 INA4 Sx = 0.060 INA3 rx = 0.490 IN ly = 0.026 INA4 Sy = 0.066 INA3 ry = 0.337 IN Kx = 1.2 Lx = 53.0 IN Ky = 0.80 Ly= 18.0 IN Fy= 50 KSI E= 29,500 KSI Of= 1.67 Cmx= 0.85 Cb= 1.0 px= {1 /[1- (f2c *P /Pcr)] }A_1 = {1/[1- (1.92 *431 LB/3887 LB)]}A -1 = 0.79 (431 LB/2025 LB) + (0.85 *475 IN- LB)/(1796 IN -LB *0.79) = 0.50 < 1.33, OK (EQ C5 -1) (431 LB/5859 LB) + (475 IN- LB/1796 IN -LB) = 0.34 < 1.33, OK (EQ C5 -2) W ' 0 0 i y 0 N W W JI- W W W O g a co 3 F=- W Z � I- 0 Z F-!' 0 N o H W W Z U. iii U N 1= H O z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869.0989 • FAX: (909) 869.0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FAR GOULD EVANS GOODMAN SHEET NO. 17 OF 20 CALCULATED. BY BOB S. DATE 9/1/00 TRANSVERSE MOMENT CONNECTION ANALYSIS ASSUME 5/8" THICK SPREADER WOOD IS DOUGLASS FIR -LARCH • Mconn = 787 IN -LB CHECK SHEAR CAPACITY OF 1 /4" METAL NOTCH Pmax= 0.4 * Fy * Am * 1.33 = 0.4 * 50000 PSI * Am * 1.33 = 1,667 LB Mallow =. (Pmax)(dn) • = (1666.67 LB) *(1 +0.5/3.5)* 3.5 = 6,667 IN -LB > Mconn OK CHECK BEARING CAPACITY OF OF WOOD SPREADER Fc(parallel)= 1,867 PSI Pmax= Fc(parallel) * Am * 4 1866.67 LB * 25) INA2 * 4 = 467 PSI Mallow= (Pmax)(dn) (466.67 LB) * (1 + 0.5 / 3.5) * 3.5 = 1,867 IN -LB > Mconn OK < = == 1997 NDS TABLE Am = 0.063 INA2 0 O N 0' CO uJ U.1 ur0 u_ Q, N _ CJ' Z H O z wuj 2 D o , 0 ON 10 _F v ' u.1 0 ' SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869.0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY SOLE OUTDOORS GOULD EVANS GOODMAN 18 OF 20 BOB S. DATE 9/1/00 LONGTITUDINAL BRACING ANALYSIS BRACING CAPACITY IS GOVERNED BY TENSION CAPACITY OF CROSS BRACING, AND SHEAR CAPACITY OF CONNECTION SCREW. ONE SET OF CROSS BRACES SUPPLIED FOR EVERY 3RD SECTION OF INTERCONNECTED UNITS. Vlongit(eff)= Vlongit * 2 < = == BRACES OCCUR EVERY OTHER FRAME. = 43.8 LB Vdiag= Vtot(Ldiag /Lhoriz) • = .62.0 LB • <=== SEISMIC LOAD IN TENSION TENSION CAPACITY OF STRAP Tallow= 0.6 * Fy * AREA(gross) * 1.33 1735.7 LB > Vdiag OK IN TENSION OR Tallow= 0.5 * Fu * AREA(net) * 1.33 = 1542.7 LB > Vdiag OK IN TENSION SHEAR CAPACITY OF #10 X 3/4" TEK SCREW Vallow= Fv*AREA(screw) *1.33 = 748.1 LB > Vdiag OK IN SHEAR LONGITUDINAL BRACE t =14 ga • "X" BRACE (3/4" AREA(gross)= AREA(net)= Lhoriz= Lvert= Ldiag= Fy= Fu= Fv= SCREW DIAM.= BRACE SYSTEM OK x 17 ga STRAP) 0.0435 INA2 0.0333 INA2 48.0 IN 54.0 IN 67.9 IN 50,000 PSI 58,000 PSI 20,000 PSI 0.189 IN^2 A 2; U : 00, N 0 w ul O, g N d Z F1 tu 0° 0 = W ` _ • Iv u_Z 0 N? 0 z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 8690989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT SOLE OUTDOORS FOR GOULD EVANS GOODMAN SHEET NO. 19 OF 20 CALCULATED BY BOB S. DATE 9/1/00 OVERTURNING/ANCHORAGE ANALYSIS (12 IN DEEP UNITS) PER DIV X, SECTION 2208.2.1 Vcol= 8.6 LB ,Moot =' (E Fl * hi) *1.15 = 1,928 IN -LB < = == SEE SEISMIC DISTRIBUTION SHEET Mst= (WDL + WLL) *d /2 = 6 LEVELS * (5 LB /LVL + 40 LB /LVL ) * 12 IN /2 = 1,620 IN -LB Puplift= (Moot - Mst) /d = (1928.37 IN -LB - 1620 IN-LB)/1 2 in = 25.7 LB UPLIFT ANCHORS REQUIRED USE (1) 0.177 IN DIAM. x 1.4375 IN MIN. EMBED.HILTI DS PIN (I.C.B.O. #2388) ANCHOR PER POST. NO INSPECTION REQUIRED. PULLOUT CAPACITY= 200 LB . SHEAR CAPACITY= 333 LB COMBINED STRESS: (25.7 LB/199.5 LB) +(8.6 LB/332.5 LB) = 0.15 < 1.0 OK F 'f- d - 'f F3 F1 Sum Moments' # LEVELS= 6 d= 12.0 IN SEIZMIC powoul INC. MATERIAL HANDLING NG ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91788 PROJECT FOR SHEET NO. CALCULATED BY SOLE OUTDOORS GOULD EVANS GOODMAN 20 OF 20 BOB S. DATE 9/1/00 BASE PLATE ANALYSIS EFF.BASE PLATE WIDTH (B)= EFF.BASE PLATE DEPTH (D)= b = b1= THICKNESS (t) = Fy = fa =P /A = Pcol /((D)(B))= Mbase= $base= (1)(tA2)/6= Fbase = (0.75)(Fy)= Pcol = Pcol + (Mot /D) = 431 LB 1.25 IN 2.25 IN 0.75 IN .5 IN 0.06 IN 50,000 PSI 153.14 PSI (W)(LA2)/2 = (fa)(b1 A2)/2 16.2 IN -LB 0.0006 INA3 49,875 PSI fb /Fb = Mbase /((Sbase)(Fbase)) 0.51 OK Pcol b1 Fa 11.8$ DUE TO LIGHT LOADS, SLAB AND /OR FLOOR SUPPORT SYSTEM IS OK BY INSPECTION. (ow, to w'O CJ W _. Z ' z h w w 0 ° w: H u'0i W Z: 0 ACTIVITY NUMBER: D2000 -314 DATE: 9 -13 -2000 PROJECT NAME: SOLE OUTDOORS SITE ADDRESS: 925 SOUTHCENTER MALL XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B ik Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route WRROUII.1,t)CC WWI TUES /THURS ROUTING: PLAN SLIP Complete Incomplete Not Applicable Comments: /.� Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Fire Prevention [X AN, 4 OA. -t1-oo Structural n No further Review Required Planning Division Permit Coordinator DUE DATE: 9- 19-2000 DATE: DUE DATE 10-17-2000 Approved n Approved with Conditions Not Approved (attach comments) ;► REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ,• REGIST.'; ## ' EXP. DATE CC c,TOTALDI016JE 11 /01/2000 EFFECTIVE DATZ ': 04/05/1999 TOTAL DEVELOPMENT INC 7753 W GOLDEN LN PEORIA AZ 85345 ' F625.052.000 (WV) 1:625 052.IN O 18/971 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 TOTALDI016JE 11/01/2000 EFFECTIVE DATE 04/05/1999 TOTAL DEVELOPMENT INC 7753 W GOLDEN LN PEORIA AZ 85345 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold u. Z —W Z H, p; O Nt ,0 1— = W - Ot • Z' N' 0 ~ Z • 4 ,. Cg) 72„ np a � � � OF — 3"1 "xt7OA _STHAP 0 O I\I co Efi O 2 W/ N z w � � (INTERCONNECTED 4, / I o 0 - � ' p ' :0/ / 0101■ I SHOWN) ' 01,,, / \ OOD- KICKELAIE METAL CLIPATWEND I 48" Q I O 0 1 0 O O 0I \ 2' TYP. j / s �' > H LHEND S0" I;9VET.ALCE_NIER X- BR7ICWG EVERY 16 GA. CLIP f��(((( 'L�rHER_I3AY_ I F USE TWO PER BACK TO BACK 1 55 ; HORIZONTAL BRACE 6 , BACK TO BACK CONNECTION � BACK BRACE GENERAL CONFIGURATION 3/4" 72 a .....III. �� 1 / � � / THK. ,,1 5/8" THK, b ESC SANG W NOTES: 1 LIGHT DUTY STORAGE FIXTURE DESIGNED PER SECTION 2208 -21 OF THE 1997 UBC. 2. STORAGE CAPACITY: 40# PER LEVEL SHAPE Fy = 50,000 PSI GRADE 50 . D) 4 5. ANCHORS HILTI BOLTS A307 O TI DOME HEAD (UNLESS NOTED) APPROVED EQUAL ICBO # ?388 6. CONCRETE MIN. 4" THICK x 2000 PSI 7. SOIL BEARING PREASURE 1000 PSF 8. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS. • 48" 48" 48" f 12" 1 I ir l --1-- , _ • — . 4 1,7'TYE I , • • f " x4" NAILER ATTACHED — ( Tf +ALL WITH 1 /4" TEK ` R T H ATTACH H PO NAILER I SCREWS 120" 8 ire IPmiIAI 96" .I SOLID WOOD 18 57" SHELF STEEL END 18" CHANNEL (18 GA.) FRONT VIEW 6 SIDE VIEW SIDE VIEW L LNOUNTED) 4 f SHELF LIGHT DUTY STORAGE RACK ELEVATIONS 2" A v ® 0 7 , " 4 q a 21/2" 1 1 /4" — 1 11/16" - 318 -1 ane o 2 1 1 k 3/8" 2 3/8" 1 ., 67.891° 7/16" _ 1 7/16" FRONT ELEVATION SIDE ELEVATION -,4e211er - u'. E4p y eP �y , ���1" §a , / ,. � Y - SEIZMIC MATERIAL HANDLING �_ s _ IZMIC ENGINEERING 161 ATLANTIC STREET E T. 1985 POMONA, California 91768 Tel. (909) 869 -0989 • Fax (909) 869 -0981 MIN- EMBEDMENT ATTACH TO POST SHA_NKDIAMETER .177" FOR CONCRETE 1 1/16' sn„•o 2 REAM / BASE PLATE FOR- N!G_LE__R_QW SI 0 TOFOOTPIATF 1 REQ'D / BASE PLATE FQR R_OW - - j '� + ,- CALIFORNIA CONTRACTORS LI DRAWN BY. �/_ LAST REV BY DATE 09/01/00 DATE 1 11 /16" W /(9) #7x3/4 "I G WHH SCREWS /• 1 3/4" � EXPIRES 4 -12 - 2001 NO. 665374 nPR\ I Fv SAL S. FATEEN SCALE NONE DF_SCRIP I ION LIGHT DUTY STORAGE FIXTURE DETAILS (EXCALIBUR TYPE) 2 1/2" .f PLAN VIEW ADDRESS SOLE OUTDOORS 925 SOIJI - H CENTER MALL, TUKWILA, WA DRAWING NUMBER ®® -1 �� 00-1 O COLUMN 'O ` r; ANCHOR BULLNOSE EDGE RED OAK TRANSITION STRIP O 1:12 MAX. SLOPE Transition Detail Deta� t Scale: 1 1/7-1 1 2 3/4" CARPET m OVER 26 LB. DENSITY 1/4" THICK DOUBLE STICK PAD. 13/16" RED OAK REDUCER, TAPER TO C 7/18" THI K. RED OAK PLANK FLOORING 1 F 12 ) 1/2" PLYWOOD SUBFLOOR. GLUE AND NAIL (TYP.) Transition Detail 1 Scale: 11/2.-1.-0 RED OAK PLANK FLOORING ON 1/2" PLYWOOD SUB -FLOOR ON EXIST. CONCRETE SLAB GLUE AND NAIL PLYWOOD. 13/16" OAK REDUCER 1:12 MAX. SLOPE - AS REQ'D TO PROVIDE FLUSH TRANSITION 1F121 EXISTING MALL FLOORING METAL ANGLE EDGE TRANSITION PER MALL STANDARD LEASE LINE Transition Detail i Scale: 1 1/2' -1' -0' 3/4" OAK ON OVERHEAD ROLLING GRILL_ SUPPORT TUBE AND SIDE TRACK ASSEMBLY. EXISITNG ELECTRICAL PANELS PROVIDE AND INSTALL THE FOLLOWING BOBRICK WASHR001f ACCESSORIES: 8-262 'SURFACE MOUNTED PAPER TOWEL DISPENSER MOUNT BOTTOM OF UNIT AT 4' -0" A.F.F. B -620 SERIES GRAB BAR, 42 (SI E WALL) MOUNT AT 36" A.F.F. B -685 TOILET PAPER HOLDER MOUNT CENTER AT IF A.F.F. B -62011 SERIES GRAB BAR, 36" (B HIND TOILET) MOUNT AT 36" A.F.F. B -165 1830 1R' X 30' STAINLE S STEEL CHANNEL FRAME IRROR. MOUNT ABOVE VATORY BOTTOM AT 3'- A.F.F. PROVIDI WITHIN TO FAC OF WA: INSTAL TION OF WASHROOM ACCES ORIES TO MEET — REQUIR ENTS - OF ALt APPUCABLE CODES F.R. BLOCKING ALLS AS REQUIRED TATE INSTALLATION ROOM ACCESSORIES NEW RESTROOM- PAINT INTERIOR WALLS AND CEILING Plan Detail C Scale: 11/2' -1'.I 1 V Not Used 1 PROVIDE CONTINUOUS WOOD 1x4 AT APPROXIMATELY B' -0" AF.F. ON ALL WALLS UNED WITH STORAGE SHELVING. SECURE THROUGH TO STUDS. SECURE STORAGE UNIT TO 1x4. PREPARE & PAINT STOCKROOM FLOOR - EPDXY PAINT ED 12' -0" TALL STORAGE SHELVING SUPPLIED � BY TENANT/ INSTALLED BY CONTRACTOR - TYP. FIRST SHELF APPROX. 1" A.F.F. SEVEN SHELVES PER UNIT APPROX. 15 -16" APART. NO SHELF ON TOP TO ALLOW FOR INSTALLATION OF PLYWOOD DECK. J4 11/2" 5/8" TYPE "X" GYP BOARD TO 6" ABOVE CEILING ON BOTH SIDES CF 3-5/8" DEAL STUDS AT 16" O.C. EXEEY7 /BRACE 1ETAL STUDS TO STRUCTURE ABOVE- .. OAK VENEER SLATWALL (HORIZONTAL GRAIN) 3/4" RED OAK VENEER PLYWOOD (HORIZONTAL GRAIN) Plan Detail 1 Scale :1 12' -1' 0 INSTALL TENANT FURNISHED ROWNG LADDER SYSTEM (TRACK & LADDER) ALONG EACH STORE ROOM AISLE. ' PRORDIE AND INSTALL WOOD 1x4 TO FACE OF SHELVES AT 6' -2" A.F.F. FASTEN TRACK TO 1x4 AT 3' -0" O.C. MAX. Not Used 11 (-6 1/2 3 "-9 3/4" RED OAK VENEER SLATWALL 3/4" OAK VENEER PLYWD.. 15 3/4" RED OAK VENEER siumwu LADDER RAL ABM 3' -9 3/4" 1. _. _. -. _...._. 4 & 8/A101 12/8101 — EXISTING DEMISING WALL MAINTAIN 1 -11R, FIRE RATING. - -- SHADED AREAS REPRESENT PRE- ASSEYHID FDOURES FURNISHED BY BARROW CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR- TYP. RE. A202 & 1203. 3/4" RED OAK- INSERT PROVIDED BY F.C. IF REQUIRED TO INFILL GAP. CUT TO FIT. FIELD CONDITIONS VARY � Plan Detail @ 1 -0i A.F.F. 8 Scale: 1 1/2 37" -3 1/2" 37-3 1/2" PERIMETER BASE CABINET 0 2' - A.F.F. JJJ -1 1/2" DIA BRASS TUBE f ( -2P) ( B) / FLANGE LURDE & W TOP & BOTTOM. PROVIDE 3 AS SHOWN RED OAK VENEER SLATWALL 3/4" OAK VENEER PLYWD. 16 1/4" O 3/4" RED OAK PLYWOOD INSERT PROVIDED BY F.C. CUT TO FIT. FIELD CONDITIONS VARY WOOD CLEAT - INSTALL IN FIELD 3/4" OAK FLUSH WITH ADJACENT OAK TRIM INSTALL IN FIELD 1 1/2" FLUSH HORIZONTAL SURFACE Plan Detail @ 4 -0 A.F.F. 4 Scale: 11/2 PROVIDE 6 ADJUSTABLE SHELVES EACH SIDE 3/4" RED OAK VENEER PLYWOOD W/ SOLID OAK EDGES 1/2" BRASSTONE ALUM STRIP 1/2" CLEAR TEMPERED GLASS, POLISHED EDGES. 1/8" GAP AT EDGES LINE OF CROWN MOULDING ABOVE 3/4" OAK SILL 1 -1/2" OAK GLASS STOP — WOOD BLOCKING - TYP. LEASE LINE — CONSTRUCT DISPLAY BAYS 1 & 20 IN FIELD. FINISH WITH MATERIALS PROVIDED BY FIXTURE CONTRACTOR. MATCH DETAIL 5/A202, NO DOORS 230 LINEAR FEET OF SHELVING UNITS INSTALL METAL STRAP "X" BRACING EVERY OTHER FREESTANDING STORAGE SHELVING UNIT. DE & INSTALL RABBIT WIRE PRO41 BETWEEN BACK TO BACK STORAGE SHELVING UNITS. TRIM EDGES- NO EXPOSED CUT WIRE ENDS PROVIDE & INSTALL CONTINUOUS PLYWOOD DECK OVER ALL STORAGE SHELVING UNITS. ® - 111111111.® vlibj V.W.C. WRAP AROUND CORNER MIN. 6" pN STOCKROOM SIDE. TRANSPARENT PLASTIC CORNER GUARDS All OIITSI OF CORNERS INSTALL 110P & BROOM RACK.- SIGN FRONTED BY TENANT INStAllED BY DEFER W 5-0- E =1 WOOD FLOOR - - -. 12 3/4" 16 A101 A201 Al Plan Detail Scaler-1 go - DISPLAY PLATFORM 0 A.F.F. COIR/ SISAL FLOOR ED TYP. BOTH SIDES- UNITS 1 & 20 1 1/2" DIA BRASS TUBE (915- HW -2P) (.060) FLANGE 0 TOP & BOTTOM MALL TILE TO STORE CLOSURE LINE. USE METAL ANGLE EDGE TRANSITION PER MAIL STANDARD. RED OAK TRANSITION STRIP. RE: A101 EXTEND MALL FLOOR TO STOREFRONT OAK TRANSITION STRIP. INCLUDE TRACK FOR DOORS. LEASE LINE C-ITY OF TUKWILA APPROVED SEP 2 Rt- SEPARATE PFRT4TlT R QUiR_0 FOR, LIE I CITY ;F GAS tl( °f r j SUILDITYGt' visi_N Construction Floor Plan 1 Scale: VW =1' -0" Gould Evans Goodman Associates, LC ©2000 Gould Evans Goodman Associates L.C. 4041 Mill Street Kansas City, MO 64111 Tel: 816 931.6655 Fax: 816 931.9640 interneC www.geat.com Tenant Finish SOLE OUTDOORS Store #84 South Center Mall Space #C- 316 _____ Seattle 1NA • tracloi'a co g A MA Affiliate koz , KS Kama. City. iq Tampa. R vro.ai., Az By { Date _-- )�/---- ---�-7 I Project no: Date: Sheet: RECEIVED CITY OF TUKW!LP SEP 1 4 2000 PERMIT CENTER ais are Cvzl of ny 0200 -9440 16 AUGUST 2000 FLOOR PLAN, PLAN DETAILS, & TRANSITIONS A101 PROGRESS SET w oo -3 14