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HomeMy WebLinkAboutPermit D2000-141 - COMMERCIAL OFFICE INTERIORS - STORAGE RACKSCOMM'L OFFICE INTERIORS 18260 Sega le Pk Dr "B" D2000-141 . 1 • City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 352304 -9119 Address: 18260 SEGALE PARK DR B Suite No: Location: Category: AWSE Type: DEVPERM Zoning: M -2 Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: NORTHWH275JF OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: development p,;rm� t. Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I'S PROCEEDING AT THEIR OWN RISK. Print Name :_ DEVELOPMENT PERMIT a tLiemJ n/. . c ss�.�'r - (206) 431 -3670 Permit No: D2000 -141 Status: ISSUED Issued: 05/31 /2000 Expires: 11/27/2000 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERED .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Phone: Phone: (206) 575 -3200 Phone: 425- 255 -0500 Phone: 206 255 -0500 COMMERCIAL OFFICE INTERIORS 18260 SEGALE PARK DR B, TUKWILA, WA 98188 LA PIANTA LTD PARTNERSHIP PO BOX 88050, TUKWILA WA 98138 ANDY BOISSONNEAU 1100 SW 7 ST, RENTON, WA 98055 NORTH WEST HANDLING SYSTEMS INC 1100 S.W. 7TH STEET, RENTON, WA 98055 *********• k****** ** ** * * * * * * * * ** * ** * **k 1***• k: k***** k k ******* *** * * *k* * ** Permit Description:. INSTALL 68 BAYS OF PALLET RACKS. k* * *•k:k * * * **** * * *** * ** . 1* * * * * * * * *** ** ** * k* k* ***** ** k *•k* * * *•k *** *** * *•1** k** 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: Land Altering: N Cut: 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**** kkk * *k* * * ***kk*k * **k*k *•k **kk**k * TOTAL DEVELOPMENT PERMIT FEES: $ 557.66 • ** ***** ** * * **k* *** *k * * ** * * ** * * **I**********• k k* k* k******** *•k ****1*•1 * ** •1 ' k* **k*** ** * End Time: Fill: 2 Date: 5 / 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 pro is "on of any other state or local laws regulating construction or the perforn1.n- of ; � -k. I am authorized to sign for and obtain this Date: _ S3J tO . This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. r CITY OF TUKWILA Address: 18260 SEGALE PARK DR 8 Permit No 02000-141 Suite: Tenant Status: ISSUED Type: DEVPERM Applied: 05/18/2000 Parcel It: 352304-9119 , Issued: 05/31/2000 *-k*********************-Alli*.All A****1.14* k**A********4.1.**A*****k k** k*****k*** Permit Conditions: 1. No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building 2. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 , Edition) as amended', Uniform Mechanical Code (1997 Ed i tion) and Wash ington-State Energy , Code J1997 Edition) 3. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be Con- ' strued to ;,,be a permit for, or an approval of, any violation of anY.'of- the provisions of the 'building code or of any other o of. the jurisdiction. No permit presuming to give eaut to viol ate or cancel the provisions of this , codejsriall be valid. ' . Al 1 (perm1, ts, inspection records, and approved plans shall be available at the job site prior to the start of any cOn strisbti on These documents are to:be ma i nta i ned and avail - •*,' able7unti 1 final inspection ' approval granted. • re m7 00, 0 01 :cola Wi cow, u_ Z I- 0 Z 2a DO ou) (..) • z Project Na e/Tenant: � a n44t er . r►t� N �aZiO? Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Valu of C nstruction: qt Z I ocO Site Address: „ City State/Zip �u� usks, si ax Parcel Number: 35 z_ Soy - 91 t°I I Xi QQ tf��c - De. Property Owner: c= �uAt.f C • Area of Construction: (sq. ft.) Phone: Zaf - 51S - ?moo Street Address: ►mo o �,( s K,�,; C it y State /Zip: ` " �xc Fax #: , Contractor: Nib+en V3651 4ANNAN) S it. C• Phone: _ '{ZS' 255 -°Sb0 Street Address: City State /Zip: ci `0 Fax #: - ?ZS - c 9 L( 6 1 kct7 SNnl 'l''b` ' N-a r WA. Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact erson: rJ S61\)1\1*44(n., Phone: 415 7,55. OSOO Street Address: City State /Zip: 9gts55 Fax #: 9 - 2 a - 1.0 0 ■1 - i '^ , en.►.T to 1 tk A Description of work to be done: I v1 SA (O "BA S bcC eT T Xz. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital Cl Church ❑ Manufacturing CI Motel/Hotel Li Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 71 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 0 yes ❑ no Existing fire protection features: lia sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes RI no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OFTUKW',A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 STAFF USE ONLY Project Number:.' tI2LJOO Permit Number , ' 1 Li I ommercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. CTPERMIT.DOC 1/29/97 APPLICANT.-REQUEST;FOR PUBLIC ; WORKS-:SITE/CIIVIL PL'AN OF.THE FOL'LOWIN Additional reviews may be determined. b Y the Public Works •De artment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension in Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Schedule: 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 a lication accepted: l I 8`cx Date application ex Tres: l 1 - CO Appllcatlgataken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING O A N: R OR A T O' ZED AGENT: Signature: J mg Li ,. r !AIIQ/ L.• Date: S /S 00 Print name: I A. ' - ` . _ Phone:l�s ivs -. 5 ax #: --.. 2 a , (:) 6 Address /(0) ,W - N � , � ` WA. 9 A.� S ,s-- City /State /Zip ALL COMMERCIAUMULTIgliMILY TENANT IMPROVEMENT/ ' ERATION PERMIT APPLICATIONS ST BE SUBMITTED WITH THE F• LOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. 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 w 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 6 v 11. Location and gross floor area of existing structure with dimensions and setback 0 O 12. Lowest finished floor elevation (if in flood control zone) w 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). u. a ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed ienant space. ❑ ❑ Vicinity Map showing location of site Z H ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w rack. Structural calculations are required for rack storage eight feet and over. 0 p U ❑ 71 Indicate proposed construction of tenant space or addition and walls being demolished o ❑ ❑ Construction details w w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of u water supply to sprinkler vault with documentation from contractor stating supply line will meet or LLj Z exceed sprinkler system design criteria as identified by the Fire Department. U O ~ ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z ❑ ❑ 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) ❑ ❑ 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THEJAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 j am, - limo rer Ir•or INS rw .r;hkAhf••h*•.A*A* .4Ah *.A•A4•A*A ** *'A *** *'.A;4:Akk* *A* *'A d;kAA * *•AA ***•M4AAh'A' *• ** ;"1 FY CIS TIII WA i Il',•'i N S M 3: T 'hk *A'*:AA•*.*** * *A 1:; k -:•h:A A: 4: k• kA: 41 +cA-F•h.A:4:A•A•A•A *•k?c,FA4.4 (I?f'i 4 M;IT Mum h :r° r .R 9£1000286 (imuunt; a Arco ni; Gf'ds Description 000/ 32.160 BUILDING -- HONRE5 00.013,A5 . .J330 F330 PLAN CHECK •- Jdt)MT' ES 0 00/ ;f6:g04 STATE BUILDING SURCHARGE '67.,6t. 05/1S/00 13,.J.6 Pa.�inc Method; CHECK No sLiont NORTHWEST I1ANDI_! :tni`I;a 'fI_d :Ptai No.: I)2000•-141: Typew I:EVPER!i! DEVELOPMENT PEFIIIET Pat..17Ei1 NO; 352304 ^9119 iteA.r.ldnesst IS2G0 c EOfl-I" PARK I( DR 13 Tots', Foos: 557.66 557.66 Tot vi ALL Nuts: - 557 13 al snot?: .00 A'A *A - A �•�+* r* * *** *?' *** �t*#***** A*** I4***** A*** A * *A* **AA4:A*At** *'A•*A•* **k Airia'.tfl r ;1435.'".5 217.9.1 4.50 .4447.05/19 971.7 TOTAL 4;• #4f if•:S c�;�;t��t� i.:atatik. i> s:; ratelc ..:::kd�;4.,..rd�7::iy..e..:ts: Projecty,,� c-- /�r%IP—r YP I /� AMC() Ci,4CC-.... te . Special instructions: ft. e Date wanted OD .. " Vi. Req Mg 40 S 'Alv Ph 37.... 2 S`S = INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 p roved per applicable codes. Corrections required prior to approval. OL, 70 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspecti'n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date: 5�. 1`: �.' d�dlal�I�Y�v: lH�SG+[ w`++ ett i�: li( ti' nd+ �. �eJS: t' �t u* aac] u.'.>'; 3. 6�'$.:. a��f.`." ti:s:titirorSa'1u +dffi:a.,`�`�'+:�:s' •- w: ..r.�..sa".= +4._.v- ,.u:e::r�:tia .gy ?a 0`r ^r .34;.;liu � 0 4 .'mi )t lr)1 , -1G - Fwirp, en r D tCo Address: 1 gooC Ser rila. PI( l)("rn ate called: ` t d -� Special instructions: Date wanted: — i 9- on cZ) Req ester: Phone:' t ,S"' - a -C OC INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 5 ^1 • PERMIT NO. (206)431 -3670 El Approved per applicable codes. corrections required prior to approval. COMMENTS: /460164k- ,e5ocz / C./O ��av S ff - t/6S ac , ?9-5tC ' Cam/ /��S,P S 56.4 i $47.00 REINSPECTION F E E REQ (RE c . ' r orb TPfs a ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,jINALAPP . FRM Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name C mme.( . L :Erd-wlocs Retain current inspection. schedule ,Needs shift inspection AV Approved without correction notice Approved with correction notice issued Rev. 2/19/98 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Permit No. 4l)?0b0 I 4 1 Address ) ¢2.t b 9 6' Suite # a 54) Qt5t66 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z 1 �w U ND W w J W W O g u. 22 d = z F- O z F- w 0 O - 0 H w L O ii z U =' 0~ z STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION SEISMIC ANALYSIS OF STORAGE RACKS FOR COMMERCIAL OFFICE INTERIORS 2601 4TH AVE. SEATTLE, WA. #00 -0891 �.t ALASKA NEVADA ARIZONA NEW MEXICO CALIFORNIA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MISSOURI WASHINGTON RECEIVED CITY OF TUKWILA MAY 18 2800 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 IY � 00 (00 ww w 0 g J LL co _ I— _ Z 0 , Z I— uj 0 : 0 N .0 I— w W ' H — • 0 W Z — co 0 � Z SEIZMIC � INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANT1C STREET • POMONA • CA 91768 PROJECT COMMERCIAL OFFICE INTERIORS FOR NWH` SHEET NO, 2 OF 14 CALCULATED BY BOB S. DATE 05-07-2000 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 TABLE OF CONTENTS PAGE # 1 2 2 3 4 5 6 7 8 9 10 11 12 13 14 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. wutl f4Wwi t9ivi8i1�dA8i JJZ+iI[f�V.ir�L�3�.N! `f z a�issSio i INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT COMMERCIAL OFFICE INTERIORS FOR NWH, SHEET NO. 3 OF CALCULATED BY BOB S. DAT 14 05 -07 -2000 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 �se W w ' Nw w 0 2 1 Q 0 3 i-- 0 z 2D U 0 ' 0 -- = U, ~ O '' to O r`- z SEIZMIP INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT COMMERCIAL OFFICE INTERIORS FOR N.. HS SHEET NO. 4 OF 14 CALCULATED BY BOB S. DATE 05-07-2000 0 Q N um 0 } LL Q N M ui O�! 0 N, 'D W O : U z' O ~, z 1 6,760 lb. 15,181 in.Ib. 14,950 in.lb.-std.conn. 2 5,070 lb. 10,719 in.lb. 11 ,528 in.Ib. <-std.conn. 3 3,380 lb. 8,337 in.lb. 8,551 in.lb. <-std.conn. 4 1,690 lb. 4,764 in.Ib. 4,382 in.Ib. <-std.conn. TYPE 1 DESIGN LOAD = 3300# BASE PLATE COLUMN BEAM 7.75 X 5 X .375 Mbase = 7845 in.lb. -4 COLUMN 3X3X13GA(LU75) STRESS =1.04 V 4 -1 /32x2- 3/4x14GA/485H MAX LOAD /LEVEL = 5,053 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.14 # OF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1 -1 /2 X 14 GA STRESS = 0.14 DIAGONAL V 1 1 /2 X 1 -1 /2 X 14 GA STRESS = 0.41 V PUNCT. STRESS = 0.99 BENDING STRESS =1.29 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TYPE 1 SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 5" X 2500 PSI. REINFORCED 2 - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE 3,3001b. 3 1 - 404 61" 238# 61" 158# l • 79# 5„ 101# • 5L 1 0" 61" 4 3,300 lb. 3 3,300 lb. 2 3,300 lb. 1 I 96" —4 Iu= 96" MOMENT BEAM MOMENT 44" - 71' NOTE: UNITS ALSO COME IN 94" BAYS, MORE CRITICAL 96" WIDE BAY HAS BEEN ANALYZED. ∎ :# 202# INC. PROJECT COMMERCIAL OFFICE INTERIORS FOR SHEET NO. OF 14 CALCULATED BY BOB S. ' DATE 05 -07 -2000 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT C'IMERCIAL OFFICE INTERIORS FOR NYiIHS SHEET NO. 6 OF 14 CALCULATED BY BOB S. DATE 05-07-2000 LOADS & DISTRIBUTION :TYPE 1 UVE LOAD PER SHELF = WII = 3,300 lb (BASED ON CLIENT SUPPUED DATA) DEAD LOAD PER SHELF = Wdl = 80 lb TOTAL LOAD PER FRAME = 13,520 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V= ((2.5xCaxl) /R)xWtotal Wtotal = (WTI /2 + Wdl) x n n = # of shelves Seismic Zone = 3 I = 1 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 TOTAL FRAME LOAD = 13,520 lb. Soil Coef. = Sd LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 794 lb w/ working stress reduction Fi = VWhi / EWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 = 1011 lb w/ working stress reduction Fi = VWhi / EWh 3,300 lb. 3 i 0" 4 3,300 lb. 3,300 lb. 2 3,300 lb. 1 2 96" lu= 96" 44" 4 79# 238# 158# INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 LONGITUDINAL ANALYSIS :TYPE 1 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). Vlong = 2 * Vcol = Vcol = F 1 = 40 lb. F 2 = 79 lb. F 3 = 119 lb. F 4 = 159 1b. 794 lb. 397 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 7845 in.lb. 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 Mconn 1 6760 15181 14950 2 5070 10719 11528 3 3380 8337 8550 4 1690 4764 Mu PPer Meeon "L" A - Meow' 'IV Mk MI SLAB 441 PROJECT COMP OFFICE INTERIORS FOR SHEET NO. 7 OF 14 CALCULATED BY BOB S. DATE 05-07 -2000 SEIZMI�" INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. 8 C^NIMERCIAL OFFICE INTERIORS NwHS OF 14 CALCULATED BY BOB S. DATE 05-07-2000 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL. Pmax = 6,760 lb. Mmax = 15,181 in.Ib. Kxlx /rx = 1.2 * 58 / 1.229 = 56.6 <- GOVERNS Kyly /ry = .8 * 52 / 1.08 = 38.5 Cc = (2n^2E/Fy) ^.5 = 102.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kI /r *Fy)/1494]A2 = 24,364 psi. fa = Pmax /Area 8,611 psi. fb = Mmax /Sx = 18,491 psi. fa /Fa = 0.35 >15 F'e = 12n ^2E /23(Kx1x /rx) ^2 F'e = 46,562 psi. Fb = .6 *Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.69 COMBINED STRESS = 1.04 Front View _ _TZ=C -- SECTION PROPERTIES A =3 " B = 3" C =.75" D =0" E =0" Wt.= 2.664# t1 = .09" t2 = 0" Area = .785 "A2 lx = 1.121"A4 I y =.917"A4 Sx = .821"A3 Sy = .584 "A3 rx = 1.229" ry = 1.08" 6 58" Side View 1 52" 52" B z e w coo w UJ CO w 0 ' g -! � w z � I0 — w ' moo; off' . i= w w ui 0 /-, z r SEIZMIC 'fl INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS :TYPE 1 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 = 96.0 in. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 I max = 3150 *b /Fy = 158 in. SINCE Imax > Iact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 4.035" 1) BENDING CAPACITY M = Sx* Fb = w1A2 /8 = 34848in.Ib. CAPACITY = 2(8 *M /I) = 5162Ib. Sx = 1.056 in.A3 2) MAXIMUM ALLOWABLE DEFLECTION (U180). Ix = 1.850 in.A4 = 5wI ^4/384E1 CAPACITY = 2[(384EI)/(5 *180 *1A2)] = 50531b. MAXIMUM STATIC LOAD PER LEVEL IS 5,053 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 1.125 Mstatic (static) (seismic) 1 19800 22275 34848 14950 46463 2 19800 22275 34848 11528 46463 3 19800 22275 34848 8550 46463 4 19800 22275 34848 4382 46463 RESULT GOOD GOOD GOOD GOOD PROJECT COMMERCIAL OFFICE INTERIORS FOR NWH` SHEET NO. 9 OF 14 CALCULATED BY BOB S. DATF 05 -07 -2000 z re w gg 00 . N0 . w w . J w Iw z 1 .. z 0 D 0 0, 0 I- W w 0 .z . 0 ' 0 SEIZ•IP' INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375^211/4 = .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 " 1 \3 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 "# PROJECT C° 1MERCIAL OFFICE INTERIORS FOR Nor 1S SHEET NO. 10 OF 14 CALCULATED BY BOB S. DATE 05 -07 -2000 Mupper Mconn. Mconn. MIER Mlower Sbracket = .110 " ^3 REAM TO COLUMN CONNECTION 191* lMN:'MfNVM.YNaP.M4"IN.v eWM C =P1 +P2 = P1 + (.5/4.5)P1 = 1.11 P1 r SEIZMIC �� INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT COMMERCIAL OFFICE INTERIORS FOR NWH.. SHEET NO. 11 OF 14 CALCULATED BY BOB S. DATE 05 -07 -2000 TRANSVERSE ANALYSIS : BRACING :TYPE 1 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 = 1370# kI /rmin =[1 *59.6]/.495 = 120.5 Fa = [12TM2E] /[23(kI /r)A2] = 102 78 psi. fa /Fa =Vdiag /(Area *Fa) = 0.41 DI= 59.6" D. 44" —4 DIAGONAL AND HORIZONTAL BRACING w -� L. 52" Area= .325 "A2 rmin= .495 " t= .0747 " W= 1.5 " H= 1.5 " mo w... rtitt,l:Al o O • 0 U) W W O ; g a ''. J • v w Z I- 0 z � U C1 off WW o ; co w z ` o 1— z INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2210.7.1 OF THE 1997 Uniform Building Coda FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 1010 lb. Mot = Vtrans * ht * 1.15 = 1010 *207* 1.15 = 209161 in.Ib. Mst = E(Wp +.85wDL) * d/2 = ( 13200 +.85 * 320) * 44/2 = 290400 in.lb. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT SHEAR = 252 lb. Mot = Vtop * h * 1.15 = 252 *240 *1.15 = 69720 in.lb. Mst = (Wp +wDL) * d/2 = ( 3300 +.85 * 320) * 44/2 = 72600 in.Ib. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 875 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESS1 = 0 / 1750 + 505 / 3680 = 0.14 COMBINED STRESS2 = 0 / 1750 + 126 / 3680 = 0.03 404# 44 "- F 202# 101# PROJECT C IMERCIAL OFFICE INTERIORS FOR NviHS SHEET NO. 12 OF 14 CALCULATED BY BOB S. DATE 05-07 -2000 z C4 2 U O' U) fn W` � w w O : U LU W, 2 0 3 0 o � 0 I w w " — O lll V D MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 COMMERCIAL OFFICE INTERIORS PROJECT FOR NWH;. SHEET NO. 13 OF 14 DATE 05 -07 -2000 CALCULATED BY BOB S. BASE PLATE :TYPE 1 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, 22) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 6760 lb. B = 7.75 in. Mb = 7845 in.Ib. D = 5 in. b = 3 in. P/A = Pcol /(D *B) = 174.4 psi. M/S = Mb /((D *BA2) /6) = 156.7 psi. fb2 = 2b /B *fb = 96.06 psi. fb1 = fb -fb2 = 60.67 psi. Mbase = wb1 ^2/2 = b1 ^2/2[ fa + fb1 + .67fb2] Mbase = 843.8 in.Ib. Sbase = 1*tA2/6 = 0.0234 in.A3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .99 ANCHOR TENSION EMo =O T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol *b /2d2 T = -525 lb. t = .375 in. b1 = 2.375 in. fa bl d2 b bl s dl FEFuyvy'c5: S�+yip et, J U 00 . N CO w w 0; g J' � z ' o z � w LU U 0 u) W W . o ; .. ILI U � O ' z . la) PUNCTURE SEIZ INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot/d) = 17,545 lb. Fpunct = 2 *sqrt(f'c) = 100.0 psi. Apunct = [(w +t/2) +(d +t/2)] *2 *t = 177.5 in.A2 Ib) SLAB TENSION Asoil = Pmax /(1.33 * fsoil) = 13.16 ft.A2 = 1,895 in.A2 L = sqrt(Asoil) = 43.5 in. B = sgrt(w *d) + t = 11.2 in. b = (L -B)/2 = 16.2 in. Mconc = wbA2/2 = (1.33 *fsoil *b ^2)/(144 *2) 1,207.9 in.lb. Sconc = 1 *t^2/6 =: 4.17 in.A3 Fconc = 50 * sgrt(f'c) = 225.00 psi. fb /Fb = Mconc /(Sconc * Fconc) = 1.29 COMMERCIAL OFFICE INTERIORS PROJECT FOR SHEET NO. 14 OF 14 CALCULATED BY BOB S. DATE 05 -07 -2000 SLAB AND SOIL :TYPE 1 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. = * = ::.'•::;': �:;:?: sjhXl::;' r.' r: i:` : %:ai:'r.:`r:.Kl;:;:`i$S:t /Ct.: t fv /Fv = Pmax / A unct F unct 0.99 B L BASE PLATE w = 7.75 in. d = 5 in. CONCRETE t = 5 in. f'c = 2500 psi. SOIL fs = 1000 psf. 00, 2 N w'.. w 0 u- Q w' _• z 11.1 uj o u ' w la u. Z U N ; JUN -23 -00 01:O0PM FROM - NORTHWEST HANDLING 425- 226 -6946 T -206 P.02/02 F -060 INV. MATERIAL HANDLING ENGINEEP T. 199S TEL: (909) 869 - 0989 COMPANY ATTENTION: FAX TRANSMTTAL FAX: (909) 869 - NWHS ANDY BOISSONNEAU DATE: FAX: JUNE 23, 2000 425z220-6946 NUMBER OF PAGES: 1 (COVER PAGE INCL.) TELEPHONE: 800 426 - 3888 SUBJECT: COMMERCIAL OFFICE INTERIORS (00-0891) j •d 1BBD-698 - 606 MEMO 2 TO WHOM IT MAY CONCERN, IT IS WITHIN ACCEPTABLE PARAMETERS IF 70% OF THE ANCHORS PROVIDE) FOR THIS PROJECT BE INSTALLED AT A SLIGHTLY SKEWS) ANGLE OF UP TO 10 DEGREES FROM THE VERTICAL THE LOAD ON THE ANCHORS IS SUFFICIENTLY LOW TO ALLOW FOR MINOR INSTAIIATION IMPERFECTIONS- FEEL FREE TO CALL WITH ANY QUFSITONS. BY_ _ AL HASSAN! 161 Atlantic Street Pomona California 91768 contractors License NO. 665374 ACTIVITY NUMBER: D2000 -141 DATE: 5 -18 -2000 PROJECT NAME: COMMERCIAL OFFICE INTERIORS SITE ADDRESS: 18260 SEGALE PARK DR 'B' XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Builti'ing Division is] Public Works Li DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-23 -2000 Complete Comments: TUES /THURS ROUTyNG: Please Route C Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: W0.1tULJut.D SIV■ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Planning 'Nay 52.5 Structural n Permit Coordinator Incomplete ri Not Applicable ❑ No further Review Required DATE: DUE DATE 6 -20 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: C n City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -141 (512) May 25, 2000 Re: Commercial Office Interiors - 18260 Segale Park Drive B Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 z w U .0 0 fA w 9 w O : gQ CO Z d I . w ziE z o 2 uj U O y; 0 H w W+ 0 • z ': U N. City of Tukwila Page number 2 Steven M. Mullet, Mayor Fire Department Thomas 1? Keefe, Fire Chief 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 apprd�r'Y "t�P•"t — 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. 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) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 O City of Tukwila Steven M Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief Page number 3 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 2 U co N w w of g=3, CO 3 = d '. Z _: D p' ;o D I w w; - ' I N ! ~ _ o ff Z • F625.�5i4o (8197). 0 •• • . „ • . , • 413.t •••...Do " ,%;DEPARTMENT OF.LAI3OR AND INDUSTRIES -. ... . , , _ • . ,.. • 7 • .. . . REGISTERED AS ,_ PROVIDED BY LAW AS - ' • ,,..--. ........ CONT . GENERAL' . . ..,.., , • i 'r ''..;* + .....- :.1. ''.::',4 • ..':.-*--,,. ; - :. ' ' ' . ' :: ., • . ■••:: . -...;, 4. .: ,,' ••••• • .,.... ' :.z .,..- , .. ' .. ' . • ' golia(46WLE_ g;:g...7. .. 7 • .• • • . ' I . • • ; : ." , • ,, c ' ;' ' :- • • • a . ' 4.0 Ifl 9: gR Agg127 g 07 44•122 . ,' ' °......7.J.:.:. ":!.... ...::;:i. AlgaigiIW I JOAtakA02041 06 iit ' ' ' . .;i 4. l' ' : i ., ..;.' .,.. "" i' • . 1 .■• : ; ' . ' ... s 's • . ' ‘..,;, W114:04 ` . ,- • ., • -%„. . . , . ;.• . . • ' WEST HANDLING SYS ' INC .. . . t . . ... .:.:. - --!,, , • -. ''- • .•.. ---A ' • ' ;:. ''. ..,:- --1.100'..SW '7TH ST ' :- - --- ' - - ,, .. .,.. .. . .. .„ ,-..., •. .. RENTON WA 98055-2939 matenre• • •••• • • ■: " • ,q• • • • = 3" APPROX 3" APPROX. 0 j , 0 1 0 f' u \ :' `1 /8 "N11 /4., TYP 1✓8 11/4 a TYP x .� . — \ \\7? 11/2} — 6" MIN. %. " ��- % �,∎ �� t'� f. ii 0 s r - r ,.Y' V B - j 4 G� '.. rr_ 73.'32" A A , to wo SAFETY PIN " a v ql a i r g 0 7f1 "0 STUD 2" 1- 14 GA. © 0 3 111 1/4" 2" t� 1 I 7 ATTACH WITH 1/4" BOLTS ' VIEW 'A', % `71 ROW SPACER /` 1 \ ) GENERAL CONFIGURATION J VIEW 'B TYPICAL BEAM TO COLUMN CONNECTION t TYPICAL8RACINSzTO COLUMN_CONN_ECT-ION 1/8" I, TYP. 1 „ 0' r -7 GA 1 2 13/32 TYP. ‘,,---T-7- 4 1/32"1,/ 1" ' 1 3/4" ` — 1/8" I - 96" — 6" ;" 44" . .' ..�N 44" NOTES: 1 STORAGE RACK DESIGNED PER CHAPTER 22. DIVISION X OF THE 1997 UBC 2. STORAGE CAPACITY 3,300 LB/L! . 3 ASTM AS70 FOR SHAPE Fy 55,0 PS! GRADE 55 4 ALL BOLTS A307 (UNLESS NO1 ED) 5 ANCHORS HILTI K WIK BOLT H OR APPROVED EQUAL ICB0 04627. 6 SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS 7 CONCRETE 5" THICK x 2500 PSI 8 SOIL BEARING PRESSURE 1000 PSF I ' l t�a 240 60 '`— 60" 60" j I l 6i•• 61" i (�1 alb' J) Ij 'r 1 5/8" - - --1 ( O 1 , [.1 / I I I I `- j 4 1/32" 1 L-__—____ ( —/I 14 GA 0 I ri `} I 240" } 52" FRONT VIEW 52" } 8" SIDE VIEW 1 5 BEAM i: 61 CONNECTOR J STORAGE RACK ELEVATION 3 1/2" —t MIN. EMBDMNT TYP. 0 N%lcilsilli 1/2" 2 REQ'D PER BASE PLATE 0 COLUMN ' 14GA 1 1/2" ' 4, 1 1!2" ' v - r j 0 \ / 1 I /16 "g 2 1,2" 5., BASE PLATE © CONCRETE 1/2" 0 ANCHOR © * �.- :vy ; � /% �� - , j c:/ -� SE)ZMIC /` SEIZMIC MATERIAL HANDLING ENGINEERING 161 Atlantic Street EST 1985 Pomona, CA 91768 Tel. (909) 869 0989 • Fax (909) 869-0981 13 GA 7/8" TYP- 3„ k TYP. WRAP 3/8" THK. 1!8" 2" CORNER _ _ ` ' - - ' s . ` ! ' _ A■ •' b_ _ D• ' a _ •- ♦ �• • ♦ _ I _ 3 1/2" MIN. EMB. v • -_ _ A - v 7 3/4" —' CALIFORNIA CONTRACTORS I ICE NSF_ NO. 665374 DRAWN BY A.G. DATE 5!, () /()� ,AST REV By DATE EXPiRLS 4 -12 -2001 ' APRV'DBY SALEFATEEN SCALE NONE — _�� ', /I /, //_�, /,_�� /I_r/_ /,. =LL, ! Al., ,1 -� -� '!! ,=// ,,1�, ,��,rl� , • /✓. SOIL DESCRIPTION SELECTIVE RACK DETAILS (INTERLAKE TYPE) COLUMN ADDRESS COMMERCIAL OFFICE 2601 4TI�NTERIORS LE. WA DRAWING NUMBER 00 -0891 A X21 BASE PLATE (D ANCHOR �4 J HORIZONTAL & DIAGONAL BRACE 0 5I' 51 11 11111111111th 5' 51' O- A, 39,168 SF 00 .0 uIfl ME ANINE ABOVE 0 0 0 0 0 0 0 0 0 0 0 0-I 0 I�-2 1/2" 1M 1 MI11111ge 111111111111111.0 T- 4 n Pi AN VFW PLAN NORTH SCALE: 1/16" = 1 • 0 51E 4.136" FRONT Vali nJ Fit— COPY , that the P.ar. Chett.k appr,,,S af ELEVATIONS SCALE: 1/16'. = - 0" TUKWILA PERMIT CENTE. DRAWING NUMBER NPI-3A