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HomeMy WebLinkAboutPermit D99-0384 - Continental Mills - Storage RacksContinental Mills IL City of Tukwila ., Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 352304 -9119 Address: 6155 SEGALE PARK DR Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: NORTHWH275JF OCCUPANT CONTINENTAL MILLS Phone: 18125 ANDOVER PK W, TUKWILA, WA 98188 OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 PO BOX 88050, TUKWILA WA 98138 CONTACT LABIB PALIS Phone: 425 -981 -1110 1100 SW 7 ST, RENTON, WA 98055 CONTRACTOR NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500 1100 S.W. 7TH STEET, RENTON, WA 98055 ******************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * .;: Permit Description: INSTALLATION OF STORAGE RACKS. ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,205.29 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:t Signature:_ Print Name:__ This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last C DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Fire .0 South: .0 East: Sewer: TUKWILA Slopes: N Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D99 -0384 ISSUED 11/15/1999 05/13/2000 WAREHOUSE 1997 SPRINKLERS .0 = - - -- -- Date: 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the perfor ance work. I am authorized to sign for and obtain this development Date:a 4LCq if the work is not commenced within if the work is suspended or abandoned inspection. Address: 6155 SEGALE PARK DR C :Suite: Tertant: Type :.'DEVPERM Parcel 1#: 352304-9119 CITY A**.****.*****;* * * * ** * * * * * * * * *, * * * * * * * * * * * * *, Per,mit Canditi'ons 1:. No : changes`;; w i l l . be made: `to the plans .unless approved by the • Engineer arid . the Tukwi la Bui ld� ng „eRa�vision. All permits;: inspect plans shall be avai leble at. the Sop syi, e` tc the °'s�i�aY,i� a, any con- str;uction These. documents are' to he maintained sand avai able urici.l i i to' n;at) prOval .is gr rated ;Al 1 coristruct on to ;be d'ofiegi i rl iconforrmance wi th appr:bved plans and req u i rements�;o P`' the Uniform. ;- Bu 7 lid i ng Code `( 1997 Y + n Edition) as' } am ended, `�Uni farm �Me °l£, Code ;(�'1.997Ed`i,1'j'an)., arid` Washirigtoral "State' Energy Code f(1997 Ed`i'tion) dit c of Permit.' The issuanrer•'df a perm ` a Y � . ��, , . , P ppraval� of 'piano, o a t arid! computatioris shall hot be can s `. t" !of tetra permit y f or „,. :or, are approval oF., any. vio1'atioil %'` of'sari . the prov�.siortis',or thebuildi:ng code or bf �trryl�� other, .'crd e ,eqf the aurisdl,bt on m No :permit presuming ;' give Ag`Athori t1y to violate { ort�carice 1 ts n F he provisios 'o th j code`, hall - b "e val id. � Permit No D99 -0384 Status: ISSUED Appl iedi. 10/18%1999 Issued: 11/18/1999.. Ortglonuktul Project Name/Tenant: L. , t -4-- ' G oNZ t t r - t k M Value of C nstruction: iv y, o o L7 Site Address: e)<' At1DO'1EfL PkRK. 'fJ , � VK Cit State/Zip: /Zi 1 12 l P cel er — n� � b --� O Property Owner: , 1 t-�• Phone: 106 5 Street Address: City State /Zip: F.0.130,‘ BSoe38, - to Kvit WA 19,1 Fax #: 0 2.0o-57s-1'2;31 Contractor: N017. 4P.I401 -inv ‘,:-.(sT MS Phone: ..42.s‘- 256 - ()Soo Street Address: city State /Zip: tlon SyY 7`v s 'rEI. tot, W/s itobg' Fax #: '425' - 2Z -(v‘v4ce Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: S A L F t.:T MEr1 Phone: O `1 1- Ste`►- 0l Street Address: City State /Zip: %Lot a h-1.4Ztc. ' t. Po MONe , , CA 1110C, Fax It: lol - S1.1- of * t Contact Person: Lailms FA-4,--,C5 Phone: 41C- el:FA- tDLO City �� /Z� i Street Address: t o o 5 - r. rt A Fax It: ^ ej 44, Description of work to be done: 1 13'1h�t— 'I t2 S pR-A.(a.i- '- /ELK- �{ Existing use: ❑ Retail ❑ Restaurant El Multi-family 181 Warehouse El Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University El Other Proposed use: ❑ Retail El Restaurant El Multi- family 2r Warehouse ❑Hospital El Church El Manufacturing El Motel /Hotel El Office ❑ School /College /University ❑ Other Will there be a change of use? El yes Ono If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? Pi yes El no Existing fire protection features: gi sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 214) iP d 3 existing Area of Construction: (sq. ft.) Sj 2-, 1, 49 Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? El yes Xno X 11 paper indicating quantities & Material Safety Data Sheets ommercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)it: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill El Sanitary Side Sewer It: El Sewer Main Extension ❑ Storm Drainage El Street Use ❑ Water Main Extension El Water Meter /Exempt It: Size(s): 0 Deduct ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: El 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 applLatl� acute =� 1 CITY OF TU( "WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST: FOR PUBLIC WORKS SITE/ CIVIL PLAN REVIEW:OFTHE.FOLLOWING: (Additional reviews may determined by the Public Works Department) CTPERMIT.DOC 1/29/97 Date a4ationfxxes: ❑ Flood Control Zone cubic yds. El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only ❑ Hauling gal Schedule: Appli aflo t en nlflals) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNS 0R , i h- ORIZED AGENT: Signature: . 1 L rfl t Date: ,. ..,. ,,,,, ; , v • Print name ..^ L.Atiff fts ''115,; . • ''" i •hone4Z r q'$1 MO I F4E tI g25 - • 2 •• Address 0 $W lit $ ,t 4 City /State /Zip - f .n 1 k A ALL COMMERCIAUMUL Tl -F,4 Y TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ,'".ALL' DRAWINQS. TO: BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, " STRUCTITHALr'ENG$NEER OR CIVIL ENGINEER ➢ 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 (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ 71 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 1'0. 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 H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site 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. ❑ 7:1 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) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJWRY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPIiRMIT.DOC 1/29/97 rtQt t' �s ;— s orb t t1 : •r. "tq'..: n {K; k*A*A eA*AA**A** **A ** *:ti*NA A *A ***A k:4-k•hf•k•1 t.•4,1:4A*SA CTTV OF 1UK.WILA WA f 6'1 � 1P(iNt,hil..l h* *t4 AAA . :1**Ak:kA**•hAA***tAr•A•.. 4:1A kA .* h 4.1* 4A4*•A* *Ah•A•Ak:4 **kA•A TRANSMIT ':Number P E10 1/O Amount, 1.n5.29 10/18/99 J :01. Payment Method: CHI,.CIC Notation: rIOR IIiwr'S HANDLI :(nit: NAB Permit.. No D99-0364 Type: DEVPI:Rit DL:VELOPMI Nf PI=RM1 C Parcel No $52304-9119 Site `:Address: '16125 ANDOVER P1114 total t=tooc. 1..205.29 This Payment r 1.20 ;.29 Total ALL Pmts 1.205.29 Balance: .00 **** 4, a7 *{ **At: **440AkA* **A *•itAA *** AAA *AAIkA*** *IAA *AAk *kA* *AAA• Amount 727.75 . ;73.04 4.50 (acc'ou')t; • Code 000/322.100. (WO/313. 3'30 . 000/386.„9.04 Uesr:.riotion Hlll:I.t)INO HONKE$ PLAN CHECIC NO I ?E;3 STATE BUILDING SURCHARGE 8031 10/19 9717 TOTAL 1205.29 pro J ect coyx,vvevx\o, ,.. f\i \\ c T of InsgctioR: , Address: ( °C SS Serp\e. - t_ N- Date called: 9,-,).\ _0 Special instructions: 1 . • Date wanted: a.m. c \ _ icr2 Requester: --- .....i Phone: I A)-C - W1- 1) ■ - 3- INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. COMMENTS: C21( +6 F‘v‘Ai Inspector: toj1/49,..fAA, AAA 9/1" $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: l 'proved per applicable codes. El Corrections required prior to approval. •10.11.50.110611072*.....7. Date: 000 Date: IP ' PE MIT NO. -* I (206)4 Plo th e A 1 IBS Type of Ins tiCIL 1 - t ►Ap A t e l s i.c A OWIe llL Date called: /_ D0 Special instructions: 1 ve C Date wanted: a.m. Requeste7 U11 b Low 9F1- 11 t1 /0 r a , INSPECTION RECOU Re a copy with permit INSPECTION NO. },;, CITY OF TUKWILA BUILDIG DIVISION 6300 Southcenter Blvd, #100, Tukwila,'WA 98188 Inspe Date. 1)9 038i- 4 PEEWIT NO, (206)43 1 -3670 Approved per applicable codes. corrections required prior to approval. COMMENTS:. rte i 0 - - x F►� -... ¥ /MA/. i 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: P ri4 6 �- ite /7; - 4f ' �x 76 ,26 / 1 1 7 ' C7 0 6G 4 773 l',s ,<67,9›44 7z , \?` ,1767 (74. 71)6. OGc jv Go.9- Special instructions: 'Z. Gr 7,4- - / � "4349-40.-/ 6 /©I' ‘971.7 S/ ,r�',i' .4.7i' c Requ ter: • Phone: P t 0 i 41 r/ , li 27'6 AfriGi TYpi 9f -.r Address: /f ('' 'A' /Date called: Special instructions: Date wa� d� T7 � a.m. P.m. Requ ter: • Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. ✓k t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 t PEIT NO. (206)431 -3670 Approved per applicable codes. Zo required prior to approval. lnsp X cife , Date / � 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ect: • Al , Mx/A Type oftectio AZ- • ritn- je 444/1 . Date called: 7 a , • Special instruc ./ ns: 1 . Date wanted: .--*/co a.m. Requester: .,. Phone: «3 /1/7 , INSPECTION RECO Retain a copy with permit INSPECTION NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ■PERMIT NO. bcig-o3y (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: p,e / 04445 Z L. I s,73 Insp2rde $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ncthi (- Ty e of In peotio de..., ddr ss p at Iled: Special instructions: pc Da ante ��n �m�;, P.m. pppp��� off- - .311 I INSPECTION NO. i. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUN DING DIVISION 6300 Southcenter Blvd, #'100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 7.s" to 9.6 B E71,()E,6,c.! G . c_ Date: / /2i too $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Mt yv2 In k I m i I s V r .) rrep! 146 SecYzce Pk Dat called: l' 10 — c2CIVO Sp-cia. instru ions: Date wanted: Requester. \ k.,.., Phone: I- INSPECTION'RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ang PERMIT NO. (206)431-3670 COMMENTS: et4kro' 5 oe,r .peefe/. ,,17P 5' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Approved per applicable codes. El Corrections required prior to approval. Projec • , / M,fr Type of Ins ctiorit - . Address: /A h Date ca led: Special instructions: Date wanted:, a.m. Requester: Phone: INSPECTION RECORD Retain ,a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 (206)431-3670 Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: 7 1 -v 1.4 ii L. El $47.00 REINSPECTION FE ' r EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: 'Project: r � �) IVent N\(\\ ` Type of Inspection. tg �� /^/ LC D ���� Date called: � L �� � Sppecial.instructlo Date wanted: f7 / a.m. 1 v 1 - �( . Requester: l 7 -- Ph � '�'' ^ ps rOQ 1 � Approved per applicable codes. 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tuk ila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 4� r/o4G c 67 ro 7y) (1~ /Z 7t Inspe K l.'ockii' Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prot. 4' _ 4._ cx\ \M42.(l VA f rild) L Type f nsk)t ( 2 , A . -ss. ( i?_74 /2155 S A «e M.? Date called: [a- Al- 9q Special instructions: 6 05w D c \\'12.`i* \ " S° P tn Date wa cri a.m Requester: seA.P.Ar P h °): M 4 cfg 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. pproved per applicable codes. INSPECTION RECOR Retain a copy with permit 94 0,3Sil PERMIT NO. (206)431-3670 COMMENTS: Pd c / /0 /As k27 tc. Corrections required prior to approval. $47.00 REINSPECTI. FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No: Date: Prr ct: t .c 77".. /E,cer4c... / S Type of Inspection: -3 1.3-. 'AGk_ Address;, o/ 5 k &,1 Date called: Special instructions: Date want / C? e iS a.m. P.m. R gy�te Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: f'7j4, /LT / 401-( �1 � ( e r2ciz rs 00-m 4 SPfac x4 .A DF 6e( 6 4-kf 4 -ro S. Date: :x/19 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1e / ` `- � .,�., i �t F P S ecti Gt— ric (Address. / / Date called: ( pedal instruction Cam/ C f ` Z D e an1 � ! ( � • e er: Lzun z... P n— INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit I PERMIT NO. (206)431 -3670 COMMENTS: c 4,4 ?1, 5 S Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. ..,a- , 3 Sa Y' f.sz'S:V�:`s`�,"�;;'y: **5k Project Name (..- •04l7lA/t:47 l`) / A , ' 11.5 Address L.:. /S5 _e.. r 4 Ie pr t.)?. Authorized Signature FINALAPP,FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: — Halon: Monitor: WA. 44 Ar,�/✓� Pre -Fire: Permits: 7 1 /) k- .,,1 c ,C Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief Permit No. Suite # 7/(0 I /or Da e Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 SEISMIC ANALYSIS OF STORAGE RACKS FOR ANDOVER PARK W. TUKWILA, WA. #99 -2081 EXPIRE STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZMRNES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING • STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS • SEIZM IC MA%- ,'RIAL HANDLING ENGINEER EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION UI ALASKA NEVADA ARIZONA NEW MEXICO CALIFORNIA CREGON COLORADO PENNSYLVANA IDAHO UTAH MISSOURI • WASHINGTON • RECEIVED CITY OF TUKWILA OCT 1 8 1999 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CON( IENTAL MILLS FOR NWHS SHEET NO. 2 OF 26 CALCULATED BY BOB S. DATF 10- 14-1999 DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL DRIVE -IN ANALYSIS TABLE OF CONTENTS PAGE # 1 2 2 3 4 -5 6- 8 9 10 11 12 13 14 15 16 17 18 -26 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. RECEIVED CITY OF TUKWILA OCT 1 8 1999 PERMIT CENTER I SEIZMIC • INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CON; NENTAL MILLS FOR NWHS SHEET NO. 3 OF 26 CALCULATED BY BOB S. DATE 10-14-1999 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA LONGITUDINAL TOP VIEW SEIZMIb ,1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT ITINENTAL MILLS FOR NWHS 4 OF 26 CALCULATED BY BOB S. DATE 10 -1 4-1999 SHEET NO CONFIGURATIONS 252" 19 6" TYPE 1 -INTLK 3,600 lb. 3,600 lb. 3,600 lb. 3,600 lb. 92" 4 44" 4 IE. 44" TYPE 2 -INTLK 3,600 lb. l e-- 92" 6 6 5 5 n n / 2" 63" 6 3 3,600 lb. 2 3,600 lb. 1 44" k MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT COk NENTAL MILLS FOR NWHS SHEET NO. OF CALCULATED BY BOB S. DATE CONFIGURATIONS TYPE 3-SMMS 3,200 Ib. 2" 64" I L- 64 64" 3 3,200 Ib. 2 3,200 Ib. 1 le- 92" -- 4" If- 42" -4'4' 42"4 1 7,360 lb. 19,446 in.lb. 17,839 in.lb. <-std.conn. 2 5,520 lb. 12,231 in.lb. 12,872 in.Ib. <-std.conn. 3 3,680 lb. 9,513 in.lb. 4 1,840 lb. 5,436 in.lb. 9,475 in.lb. <-std.conn. 4,718 in.Ib. <-std.conn. TYPE 1 -INTLK DESIGN LOAD = 3600# BASE PLATE COLUMN BEAM 7.75 X 5 X .375 Mbase = 6871 in.Ib. COLUMN 3X3X12GA(LU77) STRESS =1.08 .4 4- 3/16x2- 3/4x14GA/486H MAX LOAD /LEVEL = 5,229 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.15 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.15 DIAGONAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.45 V PUNCT. STRESS = 0.69 BENDING STRESS =0.77 SEIZMI � 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT C( TINENTAL MILLS FOR NWHS SHEET NO. 6 OF 26 CALCULATED BY BOB S. DATE 10- 14-1999 TYPE 1 -INTLK SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 6" X 4000 PSI. REINFORCED 252" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE 6 6" " 3,6001b. '# 3,600 lb. 3,600 lb. 3,600 lb. 6 " 1i2# 86# • 92" Iu= 92" MOMENT BEAM MOMENT ft 5f" 4 "-f 439# 329# 219# 109# 1 5,520 lb. 9,880 in.lb. 11,194 in.lb. <-std.conn. 2 3,680 lb. 8,507 in.lb. 8,944 in.lb. <-std.conn. 1,840 lb. 5,381 in.lb. 4,690 in.lb. <-std.conn. TYPE 2 -INTLK DESIGN LOAD = 3600# BASE PLATE COLUMN BEAM V 7.75 X 5 X .375 Mbase = 9858 in.lb. V COLUMN 3X3X13GA(LU75) STRESS =0.73 4- 3/16x2- 3/4x14GA/486H MAX LOAD /LEVEL = 5,229 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.11 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.12 DIAGONAL V 1 1/2 X 1-1/2 X 14 GA STRESS = 0.33 V PUNCT. STRESS = 0.46 BENDING STRESS =0.44 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CONT 'ENTAL MILLS FOR NWHS SHEET NO. 7 OF 26 CALCULATED BY BOB S. DATF 10- 14-1999 TYPE 2 -INTLK SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 6" X 4000 PSI. REINFORCED 19 - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE If 6 1 3,600 lb. 3,600 lb. 3,600 lb. 214# 107# 74" 5 'I' 92" - 4 Iu= 92" MOMENT BEAM MOMENT 44" -' 272# 136# 1 4,920 lb. 17,927 in.lb. 14,819 in.lb. <-std.conn. 2 3,280 lb. 7,711 in.lb. 3 1,640 lb. 4,626 in.lb. 8,169 in.lb. <-std.conn. 4,313 in.lb. <-std.conn. TYPE 3 -SMMS DESIGN LOAD = 3200# BASE PLATE COLUMN BEAM 4 X 5.5 X .125 BASE PINNED COLUMN 3- 1 /4X3X14GA(PH) STRESS =0.93 V 4- 3/16X2 -1 /2X14GA(BB3) MAX LOAD /LEVEL = 5,709 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.20 # OF ANCHORS = 1 HORIZONTAL .4 2 1/4 X 1 1/2 X 14 GA STRESS = 0.09 DIAGONAL .4 2 1/4 X 1 1/2 X 14 GA STRESS = 0.17 V PUNCT. STRESS = 0.51 BENDING STRESS =0.43 rSEIZMI 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT ,, , ITINENTAL MILLS FOR NWHS SHEET NO 8 OF 26 CALCULATED BY BOB S . DATE 10- 14-1999 TYPE 3 -SMMS SPECIFICATION - MAIN STEEL - BASE PLATE STEEL 55000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 6" X 4000 PSI. REINFORCED 1 - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE 3,200Ib. 289# 3_67• 245# 122# -to , 2" 64" 64" 64" 3 3,200 lb. 2 3,200 lb. 1 4 " 192# 4 " 96# 4" 4 •f 92" -4 Iu= 92" MOMENT BEAM MOMENT 4r4 SEIZMIC d INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CON 'NENTAL MILLS FOR NWHS SHEET NO 9 OF 26 CALCULATED BY BOB S. DA 10-14-1999 LOADS & DISTRIBUTION :TYPE 1 -INTLK LIVE LOAD PER SHELF = WR = 3,600 Ib (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = WdI = 80 Ib TOTAL LOAD PER FRAME = 14,720 Ib SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V= ((2.5xCaxI) /R)xWtotal Wtotal = (WII /2 + WdI) x n n = # of shelves Seismic Zone = 3 I = 1 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)1(5.6) x W) / 1.4 = 863 Ib w/ working stress reduction Fi = VWhi / /Wh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 1099 Ib w/ working stress reduction Fi = VWhi / /Wh TOTAL FRAME LOAD = 14,720 Ib. Soil Coef. = Sd 2 3,600 Ib. 345# 2" 4 3,600 Ib. 3 3,600 Ib. 2 3,600 Ib. 1 92" Iu= 92" 44.4 86# 258# 172# SEIZM 14 INC. MATERIAL HALING NG EINEER TEL: (909)869 -0989 ND • FAX: (909)869 ING -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT JTINENTAL MILLS FOR NWHS SHEET NO 10 OF 26 CALCULATED BY BOB S. DATE 10- 14-1999 LONGITUDINAL ANALYSIS :TYPE 1 -INTLK THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Viong = 2 * Vcol = Vcoi = F 1 = 43 lb. F 2 = 86 lb. F 3 = 129 1b. F 4 = 173 lb. 863 lb. 431 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 6871 in.Ib. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower] /2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 7360 19446 2 5520 12231 3 3680 9513 4 1840 5436 Mconn 17838 12872 9474 Moon Z" (7 1—L. M lower B SLAB Mupper -9 Mconn "It' MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CON MENTAL MILLS FOR NWHS SHEET NO 11 OF 26 CALCULATED BY BOB S. DATE 10 -14 -1999 COLUMN ANALYSIS :TYPE 1 -INTLK COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 7,360 lb. Mmax = 19,446 in.lb. Kxlx /rx = 1.2 * 61 / 1.222 = 59.9 <- GOVERNS Kyly /ry = .8 * 52 / 1.073 = 38.8 Cc = (2n^2E/Fy)A.5 = 102.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kl/r *Fy)/1494] ^2 = 23,847 psi. fa = Pmax /Area = 8,106 psi. fb = Mmax /Sx = 19,742 psi. fa /Fa = 0.34 >.15 F'e = 12n ^2E /23(Kx1x /rx) ^2 F'e = 41,617 psi. Fb = .6 *Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.74 COMBINED STRESS = 1.08 A =_ __ c SECTION PROPERTIES A =3" B =3" C =.75" D =0" E =0" Wt.= 3.084# t1 =.105" t2 =0" Area = .908 "A2 Ix = 1.364 "A4 Iy = 1.047 "A4 Sx = .985 "A3 Sy = .667 "A3 rx = 1.222" ry = 1.073" 63" -f- 61" Front View Side View B 1 52" 52" SEIZM _.1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT . 4TINENTAL MILLS FOR NWHS SHEET NO. 12 OF 26 CALCULATED BY BOB S. DATE 10- 14-1999 BEAM ANALYSIS :TYPE 1 -INTLK BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 92.0 in. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1/M2 = 1.0 max = 3150 *b /Fy = 158 in. SINCE Imax > lact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 4.1975' 1) BENDING CAPACITY M = Sx* Fb = wIA2/8 = 33825in.Ib. CAPACITY = 2(8 *M /I) = 52281b. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). A = 5wl ^4/384E1 CAPACITY = 2[(384EI)/(5 *180 *1 ^2)] = 69891b. MAXIMUM STATIC LOAD PER LEVEL IS 5,229 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2 /8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT 1.125 Mstatic (static) (seismic) 1 20700 23287 33825 17838 45099 GOOD 2 20700 23287 33825 12872 45099 GOOD 3 20700 23287 33825 9474 45099 GOOD 4 20700 23287 33825 4718 45099 GOOD Sx = 1.025 in.A3 Ix = 2.350 in.A4 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CON: `;DENTAL MILLS FOR NWHS SHEET NO. 13 OF 26 CALCULATED BY BOB S. DATE 10-14 -1999 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375A2rd4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t ' D t = .0747 min. = .5 * t Fu= 65,000 psi min. Pmax brg. = Area ' Fbearing = .5t *2.22*Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 Mcap = S ' Fbending = .110*.66'Fy C= Mcap /.75 =1.11 P1 P1 = 1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap. = P1 * 4.5 + P2 ' .5 = 4.555 ' 3,000# *1.33 = 18,220 "# Mupper Mconn. Mconn. Mlower Sbracket = .110 " ^3 REAM TO COLUMN CONNECTION C =P1 +P2 = P1 + (.514.5)P1 = 1.11 P1 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT ( MILLS NWHS 14 OF 26 CALCULATED BY BOB S. DATE 10-14-1999 FOR SHEET NO. TRANSVERSE ANALYSIS : BRACING :TYPE 1 -INTLK IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. _ [(L- 6)A2 +(D- 2*Bcol)A2]A.5 = 59.6 Vdiag =Vtrans * Ldiag. / D 1489# kI /rmin = [ 1 * 59.6 ] / .495 =120.5 Fa = [121T ^2E] /[23(kI /r) ^2] =10278 psi. fa /Fa =Vdiag /(Area *Fa) =0.45 DAG ONAL AND HOR BRACING i Area= .325 "A2 rmin = .495 t= .0747 " W= 1.5 " H= 1.5 " MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT CON" VENTAL MILLS FOR NWHS SHEET NO 15 OF 26 CALCULATED BY BOB S. DATE 10 -14 -1999 OVERTURNING :TYPE 1 -INTLK ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2225.7.1 OF THE 199 Uniform Building Coda FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 1098 Ib. Mot = Vtrans * ht * 1.15 = 1098 * 217 * 1.15 = 238661 in.Ib. Mst = E(Wp +.85wDL) * d/2 = ( 14400 +.85 * 320) * 44/2 = 316800 in.Ib. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT SHEAR = 274 Ib. Mot = Vtop * h * 1.15 = 274 *252 *1.15 = 79553 in.lb. Mst = (Wp +wDL) * d/2 = ( 3600 +.85 * 320) * 44/2 = 79200 in.lb. Puplift = 1(Mot - Mst) /d = 8 Ib. <- CRITICAL 6" 6^ s USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 1125 Ib. PULLOUT & 1840 Ib. SHEAR COMBINED STRESS1 = 0 / 2250 + 549 / 3680 = 0.15 COMBINED STRESS2 = 8 / 2250 + 137 / 3680 = 0.04 sr 44 "4 439., 329# —► 219# 109# • MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT j ' FOR IIIWHS SHEET NO. 16 CALCULATED BY BOB S. OF 26 DATE 10- 14-1999 BASE PLATE :TYPE 1 -INTLK BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 7360 lb. B = 7.75 in. Mb= 6871 in.lb. ANCHOR TENSION 1Mo =0 T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol *b /2d2 T = -953 lb. D = 5 in. b= 3 in. P/A = Pcol /(D *B) = 189.9 psi. M/S = Mb /((D *BA2)/6) = 137.2 psi. fb2 = 2b/B*fb = 84.13 psi. fb1 = fb -fb2 = 53.14 psi. Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + .67fb2] Mbase = 843.8 in.lb. Sbase = 1 *tA2 /6 = 0.0234 in.A3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .99 t = .375 in. b1 = 2.375 in. fa b B 1 1 1 i t d2 dl a bl i I Mbase i dl MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT COIF; VENIAL MILLS FOR NWHS SHEET NO. 17 OF 26 CALCULATED BY BOB S. DATE 10- 14-1999 SLAB AND SOIL :TYPE 1 -INTLK THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot/d) = 19,525 lb. Fpunct = 2 *sgrt(f'c) = 126.5 psi. Apunct = [(w +t/2) +(d +t/2)] *2 *t = 225.0 in.A2 fv /Fv = Pmax /(Apunct *Fpunct) = 0.69 fb) SLAB TENSION Asoil = Pmax /(1.33 * fsoil) = 14.64 ft.A2 = 2,109 in.A2 L = sqrt(Asoil) = 45.9 in. B = sqrt(w*d) + t = 12.2 in. b = (L -B)/2 = 16.8 in. Mconc = wbA2/2 = (1.33 *fsoil *b ^2)/(144 *2) = 1,314.1 in.lb. Sconc = 1 *tA2 /6 = 6.00 in.A3 Fconc = 50 *sgrt(f'c) = 284.60 psi. fb /Fb = Mconc /(Sconc * Fconc) = 0.77 BASE PLATE w = 7.75 in. d = 5 in. CONCRETE t = 6 in. f'c = 4000 psi. SOIL fs = 1000 psf. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT ( 'ONTINENTAL MILLS FOR NWHS SHEET NO. 1 OF 26 CALCULATED BY BOB S. DATE 10/14/99 LOAD AND DISTRIBUTION ANALYZE PER SECTION 1630.2.1 OF THE 1997 UBC STD. V = 2.5CaI/R *W Z = 0.3 I =1 Ca = 0.36 W11= 1600 #. W11 =50 Rw =4.4 TRANSVERSE DIRECTION V = 2.5CaI/R *W = 2.5x0.36x 1 x (1600/2 + 50) x 2 / 4.4 = 248.4 # Fi = V Whi/LWh F1= F'2 = F3 = INTERIOR COLUMN 96.4 # 151.9 0.0 # EXTERIOR COLUMN 48.2 # 76.0 # 0.0 # Pcol= (1600 + 50)/2 x 2 LEVELS = 1650 # EXTERIOR COLUMN Pcol= (1600 + 50) X 2 LEVELS = 3300 # INTERIOR COLUMN FRONT ELEVATION H1= 120 in H2= 189 in H3 = 0 in MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT CC 7INENTAL MILLS FOR NWHS . SHEET NO. 19 OF 26 CALCULATED BY BOB S. DATE 10/14/99 SCOPE: PROVIDE SEISMIC ANALYSIS OF DRIVE -IN RACK AND VERIFY ITS COMPLIANCE WITH THE 1997 UNIFORM BUILDING CODE PARAMETERS: DRIVE -IN UNITS WILL BE ANALYZED AS A SYSTEM UTILIZING THE FORMULA V = 2.5CaI/R *W GENERAL SPECIFICATIONS: - STEEL Fy= 55,000 psi - ANCHORS 112 X 3 -1/2 "min. embedment HILTI KWIK BOLT II - SLAB - 6 in x 4000 psi - SOIL - 1000 psf NOTE: STABILITY LONGITUDINALLY IS DEPENDANT ON THE BEAM TO COLUMN MOMENT AND REAR X- BRACING WHILE THE BRACING ACTS TRANSVERSELY. THE SYSTEM IS 5 PALLETS DEEP X 3 PALLETS HIGH (FIRST PALLET ON FLOOR). NOTE THAT THE ANALYSIS HAS BEEN DONE FOR THE MOST CRITICAL CONFIGURATION. MATERIAL HANDLING ENGINEERING BOB S. 10/14/99 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 CALCULATED BY DATE 161 ATLANTIC AVENUE • POMONA • CA 91768 SEISMIC ANALYSIS RESULTANT FORCE (FOR INTERIOR COLUMN) Rf = ZFvi 248.4 # hf= (48x 119 +75x 188 +0x0 +0x0 +0x0)/248 =162 in COLUUMN LOAD RAIL A = 0.79 inA2 A = 0.59 inA2 Ix = 1.121 inA4 Iy = 1.06 inA2 Sx = 0.821 in ^3 Sy = 0.41 inA2 rx = 1.229 in ^2 ry = 1.34 inA2 DRIVE -IN ANALYSIS FRONT COLUMN (A) FOR SHEET NO. 20 OF 26 LATERAL FORCES TAKEN TO THE FLOOR BY THE COLUMNS AND REAR SEISMIC BRACES IN ACCORDANCE WITH THE RESPECTIVE RIGIDITY OF THE COLUMNS AND THE PAIR OF LOAD RAILS. Vr = (2 x 2 x 1.0573/244)/((1.121 /162) +(2 x 2 x 1.0573/244)) x248/2 = 89 # Vcol = 35.4 # Mcol = 35 x 162 = 5741 "# PROJECT (__T0NTINENTAL MILLS NWHS DRIVE -IN ANALYSIS INTERIOR COLUMN (B) Vr = (2 x 2 x 1.0573/196)/((1.121 /162) +(2 x 2 x 1.0573/196)) x (248 + 88) =255# Vco) = 81.8 # Mcol = 81 x 162 = 13264 "# rSEIZMIc* INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT c- NTINENTAL MILLS NWHS FOR SHEET NO. 21 OF 26 CALCULATED BY DATE 10/14/99 BOB S. SEISMIC ANALYSIS (CONT.) DRIVE -IN ANALYSIS INTERIOR COLUMN (C) Vr = (2 x 2 x 1.0573/146)/((1.121 /162) +(2 x 2 x 1.0573/146)) x (248+ 255) = 407 # Vcol = 97.1 # Mcol = 97 x 162 = 15735 "# < == CRITICAL DRIVE -IN ANALYSIS INTERIOR COLUMN (D) Vr = (2 x 2 x 1.0573/98)/((1.121 /162) +(2 x 2 x 1.0573/98)) x (248+ 406) =565# Vcol = 90.5 # Mcol = 90 x 162 = 14664 "# DRIVE -IN ANALYSIS INTERIOR COLUMN (E) W/ RAIL SUPPORT BEAM Vr = (2 x 2 x 1.0573/48)/((1.121 /119) +(2 x 2 x 1.0573/48)) x (248+ 564) = 735 # Vcol = 78.0 # Mcol = 77 x 119 = 12642 "# DRIVE -IN ANALYSIS INTERIOR COLUMN (F) W/ REAR X- BRACING Vrear = (124 + 734) = 859 # FORCES TAKEN TO FLOOR BY REAR VERTICAL X- BRACING MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 'ONTINENTAL MILLS PROJECT NWHS FOR SHEET NO. 22 OF Z6 BOB S. 1O /1 /UU CALCULATED BY DATE REAR VERTICAL X- BRACING ANALYSIS Vdiag = Vrear x (Ldiag/D) x #trib. bays = 859 x (129 / 50) x i bay = 2231 # AREA OF 1 /2" THREADED ROD An = 0.196 inA2 Tcap = An*Ft*1.33 AREA 1/213 BOLT Ab = n x d ^2/4 = 0.1963 in Ft= 20 KSI 5214 # > 2231# Fv= 21 KSI Vcap = An *Fv *1.33 5474# > 2231# COLUMN ANALYSIS COLUMN (C) IS THE MOST CRITICAL COLUMN SECTION M(C) = 15735 "# Mbase = 0 "# Mcol = M(d)- Mbase= 15735 "# Kxlx /rx = 1.5 x Ix /rx = 146.31 <= CRITICAL Kyly /ry= 1.0 x ly /ry = 49.07 Cc = 107 Fa = 149331/(KL/R)A2 = 6,976 psi fa/Fa = P/A x Fa = 0.60 fb/Fb = M/ S x Fb = 0.64 COMBINED STRESS = 1.24 < 1.33 OK C.7 H = 120 in D= 50 in Ldiag = 130 in Pmax = 3300 # A = 0.79 in ^2 Ix = 1.12 inA2 Sx = 0.82 inA2 rx = 1.23 inA2 MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT OF 'TINENTAL MILLS FOR NWHS SHEET NO. 23 OF 26 CALCULATED BY BOB S. DATE 10/14/99 COLUMN ANALYSIS COLUMN (D) IS THE MOST CRITICAL REAR COLUMN SECTION M(C) = 14664 "# Mcol = M(d)- Mbase= 14664 "# Kxlx /rx = 1.5 x Ix /rx = 146.19 <= CRITICAL Kyly /ry= 1.0 x ly /ry = 43.12 Cc= 107 Fa = 149331 /(KL /R)A2 = 6,987 psi fa/Fa = P/A x Fa = 0.60 fb/Fb = M/ S x Fb = 0.60 COMBINED STRESS = 1.19 < 133 Mbase = 0 "# Pmax = 3300 # 3 " 13ga A = 0.79 Ix = 1.12 Sx = 0.82 rx = 1.23 PROJECT, CONTINENTAL MILLS FOR NWHS SHEET NO. 24 CALCULATED BY 1 �/ MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 DATE 14/99 BOB S. OF RAIL ANALYSIS 1= 52 in wl = 2500/(2 x 52) 24.04 lb/in M = w x 1 ^2/8 = 24.04 x 52 "2/8 = 8126 IN LB fb/Fb = M/ S x Fb = 8126/(.599 x 21600) 0.63 < 1.0 O.K. TOP TIE ANALYSIS L = 50 in Mtoptie = Mcol = 15735 "# fb / Fb= M/S *Fb = 15735/(0.931 *0.6 *55000) = 0.51 <1.33 O.K. S = 0.411 inA3 b a = 4.035 in b= 2.750 in c = 1.750 in d = 0.750 in e = 1.625 in INTLK IB485 BM Stop = 0.931 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT, Cr TINENTAL MILLS NWHS FOR SHEET NO. 25 OF 26 CALCULATED BY BOB S. DATE 10/14/99 BASE PLATE B = 7.75 in b= 3.00 in fa = P/A = P /(B x D) = 3300 / (7.75 * 5) = 85 psi Mbase = w x 1 ^2/2 = fax 1 ^2/2 = 85 * (2.375 1 '2) / 2 = 240 IN LB Sbase = 1 x 02/6 = 1 x .375 ^2 /6 = 0.0234 in Fbase = .75 x 36000 = 21600 psi fb/Fb = Mbase/(Sbase x Fbase) = 240 / (0.0234 * 21600) = 0.47 D= 5.00 in 1= 2.38 in t = 0.375 in Pmax = 3300 # USE TWO 112" X 3 -112" MIN. EMBEDMENT PER BASE PLATE EEEEMIED P/A MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT ('ONTINENTAL MILLS FOR NWHS • SHEET NO. 26 OF 26 CALCULATED BY BOB S. DATE 10/14/99 SLAB AND SOIL a) PUNCTURE Pmax = 3300 it Fpunct = 2(fc) ^.5 = 126.49 psi Apunct = (B +D) *2t = 153.00 in ^2 fa/Fa = P /(Apt x Fpt) = 0.17 B L SINCE NO PUNCTURE OCCURS, THE SLAB WILL DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL & ACT AS A FOOTING. b) SLAB TENSION Asoil Pmax x 144 /fsoil = 475.20 inA2 L = (Asoil) ^.5 = 21.80 in B = (WxD) ^.5 +t = 12.22 in 1= (L - B)/2 = 4.79 in Mconc = w1 ^2/8 = fsoil x 1 ^2 / 288 = 79.57 IN LB Sconc = 1 x 02/6 = 6.000 in ^2 fconc = 1.6(fc) ^.5 = 101.19 psi fb/Fb = M /(S xFb) = 0.13 < 1.0 O.K. BASE PLATE SLAB Weff = 7.75 in Deff = 5.0 in t= 6 fc = 4000 f s = 1000 11.' f'• , NORTHWEST NANI.ILINC, 5 fl Ns IN:. PALLET STORAGE RACKS -SUPPLEMENT- • PROJECT NAME: CONTINENTAL MILLS COMMODITY DESCRIPTION: • PACKAGED DRY-MIX FOOD IN CARDBOARD BOXES PLACED ON WOOD PALLETS. PALLETS ARE STRETCH-WRAPED AROUND SIDES WITH CARDBOARD SHEET ON TOP. CLAV, ec7/140/Paris5, FIRE INFORMATION: ESFR SYSTEM. 7 SI. EHP 12 HEAD CALCULATION PER NFPA 13 5-3.5 165 DEGREE HE TEMPERATURE. .,yz$F5fri t.icapori N 18444AD 14k.-riot-4 .40 p RECEIVED CITY OF TUKWILA OCT 1 8 1999 PERMIT CENTER DEPARTMENTS: Buil g Division A Public Works tr Perrsli+. coned. PLAN REVIEW /ROUTI n 610 Fire Prevention G 10 -20 Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete u Incomplete n 6 ACTIVITY NUMBER: D99 -0384 ROJECT.NAME: CONTINENTAL MILLS XX: Original Plan Submittal DATE: 10 -18 -99 Response to Incomplete Letter # Response,to Correction Letter # Revision # _ After Permit Is Issued Planning Division K. Permit Coordinator DUE DATE: 10 -19 -99 Not Applicable n Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 11 -16 -99 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 City of Tukwila • Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; far, etc. Date: l O D Plan Check/Permit Number: - (;': ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # /J Revision # 14-1 after Permit is Issued Project Name: - TA' - Project Address: 1 ') / ZS" A tADO ∎ aci- pi/vv, -- Contact Person: `' v T ( tP - C 2- Phone Number: A 2 S - 25 — O5D C) Summary of Revision: k.)41 -1, `f U"- I G.y Sheet Number(s): re— S +( l;—T "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . l' I - c ) No , pinif)0 Entered in Sierra on a') 0 O 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431~3670 • Far (206) 431 -3665 John W.. Mayor Steve Lancaster, Director Fire Department Review Control #D99 -0384 (510) Re: Continental Mills - 6155 Segale Park Drive C Dear Sir: City of Tukwila Fire Department October 20, 1999 Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) Comply with U.F.C. article 81. Smoke venting and curtain boards required by Table 81 -A of the 1997 edition of the Uniform Fire Code, shall be provided and installed per section 8102.7 and Table 81 -B of the 1997 edition of the Uniform Fire Code. 3. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$•4404 • Fax (206) 575 4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. To use any building or portion thereof exceeding 500 square feet for the storage of high-piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special - hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) Nominal 6" transverse flue spaces between loads and at John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 4 Yours truly, cc: TFD file ncd c 5)D The Tukwila Fire Prevention Bureau Thomas P. Keefe, Fire Chief rack uprights shall be maintained in single row, double row and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 231c 4 -3.1) 5. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 6. Racks designed for high -piled storage must comply with section 2207 of The Uniform Building Code. Please contact The Tukwila Building Department for details pertaining to design and installation standards. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 575•4439 P625 -052410 (8197) F625 -052 -000 (8197) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS 4ROVIDED BY LAW AS CONST ,CONT : GENERAL t ; • NORTH: WEST HANDLING SYS INC 1100" SW 7TH ST RENTON WA 98055 -2939 Detach And Display Certificate REGISTERED AS. PROVIDED BY LAW AS1 DATE NORTHWH27 " EFFECTIVE "DATE ._ : ,,. _ _ 04/06/1973 NORTH .WEST, HANDLI) °8Y8 INC 1100 SIB .71H1 " ',IBT . , ' ,: RENTON WA 98035 ■19"39 CONST CONT GENERAL REGIST: EXP Signature Issued by DEPARTMENT -OF LABOR AND INDUSTRIES :;:DATE 1/2000 4`/06/1973 Please Remove And Sign Identification Card Before Placing In Billfold ,---, ) l aril ‘.. k - • 1 1/1 6" MIN. ... , • ,,, 0 , 0 11910 - . _,I,..._ 13/32" A-A SAFETY ( 0 , PIN ‘ ...--",.. .., Ig) t 7/16"0 STUD , . , ...--\ 1/ir' • 1 1/4 e TYP \ • ''' -id / 4 o r ll 11 A 4 ,..,, .., 0 q 2" 0 `L# 0 ri 1 01 011°' 1/8" r - TYP" ■ 2" --tC— 3 1/4' 1 f 5/8" 13 GA" AT rACH W/ 1/4" 0 Ba M k 3" APPROX. 3" APPROX ---`N ,°' I , , 1/8" • 1 1/4" TYP 0 ... 0 / ■,. I VIEW 'A': ( ,7 ■ N .. l ROW SPACER r K i GENERAL CONFIGURATION ■ j VIEW 'B': CONNECTION TYPICAL BRACING TO COLUMN CONNECTION TYPICAL BEAM TO COLUMN 1 1 1 1 5/8" 1 3/4" I I TYPE 1 1 1 1 1 1 1 1 1 NOTES; 1 1 997 UBC. INSTALLATION . OF TUKWILA 1 2 1999 c. k )Oft att..4 • 1 0-'— — 44" -- A-- 44"-- 0 8 /8" ®O ® C0)O 4 3/16" 1 5/8" __ I 0 1 1 STORAGE RACK DESIGNED PER DIVISION X OF THE 2 STORAGE CAPACITY 3600# PER LEVEL 3 ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 4 ALL BOLTS A307 (UNLESS NOTED) 5 ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL ICB0 #4627 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR 7. CONCRETE 6" THICK x 4000 PSI 8. SOIL BEARING PRESSURE 1000 PSF CITY APPROVED NOV 92" I TYPE 2 — 44" A— 44" — t 0 [ 1 14 GA I El , I 67" FA 92" 63" 1 I 0 —7 GA 0 r-1 I+ ,... 0 r" 0 : eau I • 67" 74" ,-• 252' 192" bi 1 5 2 . . 52" TYPE 'CY BEAM WELD NOTE: ALL WELD=1/8" THK. 0 6,3" 111 If Al 52" 63" / 52" FRONT VIEW SIDE VIEW 8 " FRONT VIEW SIDE VIEW .. 1 I 1 486H BEAM 6B H.D. CONNECTOR r \ i STORAGE RACK ELEVATIONS — ---- - TYPICAL STANDARD NOTE: ALL WELD=1/8"THK. I WELD mu1Lo1iTc ois• 1 RECEIVED CITY OF TLIKWItA OCT 1 8 999 PERMIT CENTER TYP. 1/8" r 14 GA 1 1/2" 2 1/2" llIIIuIuI 1 1/2" — 1 s r 3/4 " .. y) ) p E 1 5/8" I - 1 771 il r. 5" 4) C D HORIZONTAL & DIANAL GO BRACE . 4 % 1 ,1 ., SEIZM■C [TT MATERIAL HANDLING — SEIZMIC 1 __J ENGINEERING I------- 161 ATLANTIC STREET EST. 1985 POMONA, California 91706 9BE:98) 6 9 - 0 8y9. • Fax TApRseRATvi . (909DAT _ t . _.; I — I i 14 GA i I (.... 1 1' I ... 4 3 16" TYP 7/8" TY . 3/8" THK. 3 1/2" MIN EMBEDMENF , „, , i, ,,,„ ,..., 1111 mi...,.... MIZIINI 1 1 S 1 r,' , ..,.. 4 ____, C O 1 R F 66 C AC:T N 7 0 4 1 AR S LICENSE y 9 - : DATE 10/6/99 RE E 86"981 _u @:i GA COLUMN FOR TYPE 2 . WIRES 4.12-2000 I D( A SAL E.IFATEEN SCALE NONE USE 2 PER BASE PLATE , 1 5/8",, 7 GA ,--- DESCRIPTION STORAGE RACK DETAILS (INTERLAKE TYPE) V 1A 1B J 12 GA COLUMN / 13 GA COLUMN 48_6H_BEANI. ADDRESS CONTINENTAL MILLS ANDOVER PARK W., TUKWILA, WA DRAWING NVMBER 99-2081 A 2 i BASE PLATE r 3 J ANCHOR STD. CONNECTOR \ ............ D—qq • 038ct • %IF SAFETY CLIP 07/ RIVETS AST -A108 (TYP) lg f� 1/8" • 1 1/4" 14 GA 1 5/8 ` V%` I1 . E rt- .6 " v �I �� 110 3" ::::::ll 3. :'I' I HIV Q � G' MIN 1 7GA �� TYP 1/8" / 518 ` � TYPICAL ' � ROW SPACER GENERAL CONFIGURATION VIEW 'B': BRACING TO COLUMN CONNECTION TYPICAL BEAM TO COLUMN CONNECTIO TYPE NOTES: 1. STORAGE RACK DESIGNED PER DIVISION X OF THE 1997 UBC 2. STORAGE CAPACITY: 3,200# PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL ICBO #4627 6. CONCRETE 6" THICK x 4000 PSI 7. SOIL BEARING PRESSURE 1000 PSF CITY OF TUKWILA APPROVED' N O V 1 2 1999 A.7 i'tuI:u _ _ _ -. _._ _---- RECEIVED PERMIT CENTE h r 42,.-" 42" / 92" II - - 74" 64" 192 52" FRONT VIEW 64 " 52" SIDE VIEW 8" J STORAGE RACK ELEVATIONS TYP. SAFETY CLIP TYP ler 1 1/2" -- 2 1/4" —= 1/8" /2- 9/16" - - ---° ------ 1 /8'. /4 3/16" TYP t 1 3/4" 3/4" 1 11/16 I I �— - -- I 11 ! /8 -- i 4'3/1s" 3/4 3 ' 11 �! r v— _ I 14 A GA 0 14 GA -4- J c i: 4 HORIZONTAL & DIAGONAL BRACE j a „ 5 i /2" v ,� / ' / ,, • � ♦ : t ' , _ MATER?: HANDUNCi SEIZMIC ENGINEERING 161 ATLANTIC STREET EST. 1985 POMONA, CALIFORNIA 91706 TEL 909 889 -0889 • FAX (909) 869 -0981 ( ) 51/z" © 4 --- 3 1/4 " --- I it C 3/4' /2' 1 _ NI i111E I 7 GA 2 \ 07/16' RIVET AISI C1018 1/8" THK. f '. 1 5/8" ,• /16 0 q I i� M IN . — 3 -1/2" EMBEDMENT \•\\ CALIFORNIA CO LICENSE RS NO. 665374 DRAWN BY: Y .Y. DATE: 1 0/6/99 LA9T REV. BY, DA TE: 4-12-2000 1 APRYDBY: SAL E .', FATEEN SCALE NONE • DESCRIPTION STORAGE RACK DETAILS (SAMMONS TYPE) X 1 1 COLUMN 1 REM PER BASE PLATE ► 6 BEAM (BB1) ADDRESS CONTINENTAL MILLS ANDOVER PARK W., TUKWILA, WA DRAWMONUMBER 99-2081B BASE PLATE r ANCHOR CONNECTOR L D—qq • 038ct 17)9C1-03W4) I ® �� ATTACH RAIL TO RAIL SUPPORT ARM W/ 318 "0 CARRIAGE BOLT 3 1► ATTACH TO COLUMN W/ 4 EA.1 r'2" 0 BOLTS ATTACH RAIL TO RAIL SUPPORT W/ 3/8"0 CARRIAGE BOLT ®� \ \ . ...I \ \ (` \ I \ \ \ \ \ \ \ I \ \ \ ARM \ \ \ \ \ \ I / J o r i I q 7/16"0 RIVET \\ ' � �_i ® � ` I' II � / , 1/8" 1 1/4 TYP. �\` 9/16' 0 / 1/8" V 2" <TYR 3" x 1 5/8" x 14GA ® .0 \ O 9" 1 _ I� k!„.411, 518 \� 1 1/2" /. . ' " _' = 11 1 = W 7GA 1/8" • ! 1 " TYP. 11 3" APPROX. — 2 3/4" ® 1/8 r 1 1/4" TYP. _ - -:�,` TYP 1/8" 3/4" 41" I 1 � 51/2' J K \ 5 3/4" 3" APPROX. 0 9 3/4" SINGLE SIDES 1 5/8 a���.' 1 151/2" DOUBLE SIDED VIEW A ': SINGLE & DOUBLE RAIL ARM io n \_ J RIGID ROW SPACER ■ VIEW 'e': CONNECTION. " :: _ TYPICAL BEAM TO COLUMN , ' , , , I. _1 NOTES: X 55 EQUAL ANCHOR OF TUI(WILA APPROVED 1 2 1999 3r `^ 1 RECEIVED OFTUKWILA CENTER i ATTACH R C AIL TO SUPPORT BEAM & W/ 1/2"0 0 C RRIAGEBOLT 1 '' I ARM 2112 "X1 /4 "X71 /2" LG. - 1/8" P'23/4" TYP. 1: STORAGE EAA K DESIGNED PER DIVISION G C S OF THE 1997 UBC 99 U C 2. 2. STORAGE CAPACITY: 1,600# PER PALLET 3. ASTM A570 FOR SHA 4. ALL BOLTS A307 (UN SHAPE Fy = 55,000 PSI GRADE LESS NOTED) 5. ANCHORS HILT! KWIK BOLT II OR APPROVED ICBO #4827 6. SPECIAL INSPECTION' IS NOT REQUIRED FOR INSTALLATION 7. CONCRETE 6" THICK x 4000 PSI 8. SOIL BEARING PRESSURE 1000 PSF CITY A O NOV ° U! CRY PERMIT 6 -- 1 ® r 1 ` I I 14 GA I 3 " PLATE. TYP BOTH ENDS ` ° 1 /2" x 3/4" 0 I �� _,4' 1/8" j 2 " TYP. 1/2" 0 ROD 3 .. r '�, o �, f 1 3/4" ATTACH W/ 1/2' ° 1 7/ SLOT 1/8 ? —{TYP. BOLTS .1 1 5/8 " 7 GA /— TYP. - W RAP 1/8" �/ 2" CORNER 15ga 1 " X61 RAIL SUPPORT 71 PALLET RAIL r 8 ~ ■ ∎ X- BRACING _____.2 TYP. CORNERS _,/ r ..• / P 14 GA i , P 1 1/2" 1 5/8"i 1" 1 3/4' WRAP ■ 1/8" r 3., TYP. (� (( )J 1 5/8" I - - --1 0 BOTTOM 1/8" / 43/8" 3.. — O �.. 14 GA I I 13 GA. 0 �� 2 1/2" 1 1/2" 8 3/8" , � "' � 0 : O I I I 2 9/1T 0 \ 5�� c: 4 HORIZONTAL & DIAGONAL BRACE ti %' r r ' ± + ♦ � r �'7,_ sEIZMIc MATERIAL HANDLING SEIZMIC ENGINEERING 161 ATLANTIC STREET EST 198 ( POMONA, Cali Fax (9 91706 Tel. (909) 88 9.0989 • Fax (909) 869-0981 9) 86 1 5/8" I I – J 7 /8" TY 1 1/2" TYP. 3/8" THK. 3 MIN. EMBEDMENT 1 7 GA 1/8" 1 12" HOP - j— 1/2" NB 11�111I11 � — MI" ®1'lll 4 - ;_ e �e o a CA C IA CpLICENSE R S NO, 885374 DRAWN BY. Y.Y. DATE: 1016199 LAST REV. B Y;. DATE: 7 3/4" i E3 4.12.2000 I APRV BY SA L E. FATEEN SC €: NONE DESCRIPTION DIN RACK DETAIL (INTERLAKE TYPE) 2 REQ'D PER BASE PLATE TYPICAL STANDARD WELD NOTE: ALL WELD = "THK. �� COLUMN ADDRESS CONTINENTAL MILLS ANDOVER PARK W. TUKWILA, WA DRAWING WING NUMBER 99-2081C �? BASE PLATE t3'_ _ ANCHOR TOP TIE ` 5 J 17)9C1-03W4) 252" 66" 119 7/8" 47" 47" C/C i \ i \ \ / \ / \ / \ / \ / \ / \ / \ / \/ \/ \/ \/ /\ /\ /\ /\ / \ / \ / \ / \ /-\ / \ / \ / \ / • / • / \ / \ / \ / \/ \/ \/ \/ /\ /\ /\ /\ / \ / \ / \ / \ / \ / \ / \ \.,/ \ / 1 \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / x x x x / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ r 1 FRONT VIEW FRONT VIEW 67" 67" 51" 53 48" 50" e � THREE DEEP 8 " SIDE VIEW 48" SIDE VIEW 67" 67" 51" 53" 48" 50" 48" •' DENOTES RAIL SUPPORT ARM (DETAIL #9) a DENOTES RAIL SUPPORT (DETAIL #6) DENOTES OVERHEAD TIE BEAM (DETAIL #5) 50" 48" LEGEND: SEE DRAWING No. 99-20810 FOR DETAILS 8 " SIDE VIEW DESCRIPTION ADDRESS CONTINENTAL MILLS ANDOVER PARK W., TUKWILA, WA CITY OF TUKWILA APPROVED NOV 1 2 1939 AS NOTED RIJILDU' i CIVISTON RECEIVED CITY OF TUKWILA OCT 1 8 hYy PERMIT CENTER SEIZMIC MATERIAL HANDLING ENGINEERING 181 ATLANTIC STREET EST. 1985 POMONA, California 91706 Tel, (909) 869 -0989 • Fax (909) 869 -0981 CALIFORNIA DRAWN BY Y.Y. CONTRACTORS LABT REV BY LICENSE NO. 885374 APRVD BY: SAL E. FATEEN DRIVE -IN RACK ELEVATIONS DATE: DATE: DRAWING NUMBER SCALE NONE 99 -2081 D I r%I O3WI 10/6/99 , t.1 0 I; lei ete-Pointo; 1 Moll I 15-902 Aug Wro war 01 09; 48; 41 2000 4 , c P ZS ; AS SHOWN 0.,.41. L P44_49 1 I I I 1 I II 11111111 11111111 I I I I I 1111111 I 1 1 I 11111 I I I 1 I 1 1 I I I I I I I I I I I I III I 1 I 1 1 EJ mil mleim mi mmum mi Immingn uuuuuu nnnnnn ummuu HU NU UU UU EU nninuminnen INUOMMUUMM UOUUUNIUMIUU giumnunnonn imMMUUUMMU HUUMMUUUUMUUOU UUMUUULUUMUUUU OUOUUUUSUUMUU0 RUNNUMUNUOUNUM UMUUMUUUMUUUm RACK LAYOUT 03".19.99 04.99 04/, 04/21. 05/I999 (r.1,99 1.1 OM. IV, 411•11■1 PROJECT MG [><.1 I I I III F> I.51 I 1 I 1 I I l>11 1 - III I I l><I I 1 1 ><11111 I 1 " C><1 1 I I I L>cl 1 1><1 1 I 110..<1 I I III l>.(1I1 ><1 1 1 -1 -1 1 I >4 I [><1 I 1 I i>.<1 I>< 1><.1 I I I I I I><1 1 1><1 1 1 I I I I • <1171L+++-1 I I I><1 I 1 1 I I><1 1 I><1 I I 1 I I><1 1 I><1 I 1 I I 1 1 1>(.111 I 111 I><1 I I I I 1 1 1><1 1 I:><1 1 I 1 I 1><1 1 1 >GI Ii II 1><I111111 I I I II III 1><1 E>-<1 1 I I 1 I><1 Ill I CONTINENTAL MILLS TUKWILA, WASHINGTON NORM-WEST 1100 SW 7th STREET RENTON WA 98055 (425) 255-0500 m r m 'WHIM ANCHORAGE 0 NOT PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS, AND 10.S, DESIGNS, AND ARRANGE- IE A T T O D UT D1 1 : 3 R PRIN L L ' I D I T IIrC H tfITTSE E N R T D O T F H =E "ED "ITHD- 8 0 0 ® z m z r r C r C z 0 z Fm INIINI■ . 1■) SHOWN SMOKE VENTS 1100 SW 7th STREET RENTON WA 98055 (425) 255 -0500 sslW4leawkeyentt.OYp wed Oct13 "0920:39. 1999. 4E> Soo ir t011 L' it IM EUBT4L ri1111,Ls krilt WA3C1I11QTO91 \LcIs11V�0T LLLL., UM <,I lA! I ROHM NOT PUBLISHED, ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIRDATIONS, AND ID NS, DESIGNS AR NGE- WALL MENTS REPRESENTED EBY ARE D PROPERTY OF NWNS: HSI PART TH OF BE 13E. PRODUCED,' COPIED, ADAPTED, DISDL OR DISTRIBUTED TO OTHERS, PUBLISHED OR OTHERWISE USED WITH- OUT THE P WRITES CONSENT OF H.& P05.000 SPCA(