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HomeMy WebLinkAboutPermit D2000-217 - MICROSERVE - STORAGE RACKS-I MICROSERV 6540 S GLACIER S D2000-21 7 WARNING: City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 AWSE DEVPERM C /LI DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 788890 -0120 Address: 6540 S GLACIER ST Un: 160 Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: Water: HIGHLINE Sewer: Wetlands: Slopes: Contractor License No: NORTHWH275JF .0 SEPTIC N This permit shall become null and void 180 days from the date of issuance, or For a period of 180 days from the last Occupancy: UBC: Fire Protection: East: .0 West: OCCUPANT MICROSERV Phone: 6540 S GLACIER ST; UNIT 160, TUKWILA, WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 CONTACT LABIB PALIS Phone: 425 - 981 -1110 1100 SE 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: INSTALL 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: $ 141.86 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ .I 4 i EU:L., Date: _ ` Print Name: __.. _?h2 Permit No: Status: Issued: Expires: Streams: AVIVA NSPR YZ0014,1 WM, VIrrt*++.awx,0 r,MU.w..., 111.4011 IFWMI Vg.+Kerr....r. ....... ..n.x. (206) 431 -3670 D2000 -217 ISSUED 08/15/2000 02/11/2001 WAREHOUSE 1997 SPRINKLERED /AFA . 0 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 performance of work. I am authorized to sign for and obtain this development permit. e� ' S i gnature : __!'J - '� �l � Date: q(5 if the work is not commenced within if the work is suspended or abandoned inspection. z re W 0 c o CD WI u. W0 u- cj = 1- w z � I- 0 Z ~ 0 0 N . 0 1- w I v O LL z co 0 ~ ` z r - L CITY OF TUKWILA Address: 6540 S GLACIER Si Uri : 160 Permit No: D2000-217 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 07/0,5/2000 Parcel 0: 788890-0120 issued: 08/15/2000 ***k*********************************************************************** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building - Division. 2. All construction tb :In conformance with PProved Plans and requiremehts 'of the Uniform Building Code (1997 Edition) as amended Uniform Mechanical Code (1997%Edition), and Washington-State Energy Cbde (f997 Edition).* . Validity of Permit. The issuanceof permit. or approval of plans, specifications, and computations eball'flot be cOn; el-rued toibe:?6,Perimitsfor,or an approval of, any violatton of any o•the ,OrpvIlsions' of the code or o1 any other opdinance bf the juris,diotidn., No permit presuming'IL0 give authority to violate ortcancel • the provisions orthis,c de 4'. All perMits inspection:recordS 'and approved plans shall be. availpble;iat\the Job stte,..PrlOr to the start of any.con struOt:fon:%'-.--,The6e'documentg" "are, to be maintained and\avail. 'ableAuntil final insPectiOn aPprovalis,gr^anted. „ • Project Name/Tenant: t 6.t70 , t"..-12- V/ Value of Construction: l - , 'D 0 C Site Address: City State /Zip: 10' S. C- ,4 Pte. tr(ZG - �T. tot <vql�n. \A/A --e Q,1 Vt Tax Parcel Number: - r - /0? - ) c-i c; - 1 2 c% Property Owner: I-- A-G l i z -1� G A 6 6. t A ) F l • j-- 11-t - i I ? - ( FFi T l lip. `.>l (' 0 Phone: ' ¢, L1 2 S - 1 V ` 6 �% ° ( Street Address: ! City State /Zip: P ____LL) 1 `L) A/LEI 121- _ J,(y Vi(/� C i)C�C1 L Fax #: Contractor: , .1'\1\1 tt NU - i l. c, ` -.-'c� T t' 4'/ II z S - e1 I - t t t 0 Street Address: City State /Zip: llOf) ‹,\I `T' -- C. I l To IA , vv/k `l92cx, Fax #: 42S colileve Architect: 'VAviAb) goAlJ \ C -t 4 .?l , Phone: 1 S - �j - VA�LP Street Address: 1 City State /Zip: 1 It N1 �-► t� e.- - j - . r- I.l. t lute. \11h/, e f/0 «.,---- ' Fax #• _ ) Z 1 S - N. - � - 6 c b , Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: I--- X4 PA-L.1 Phone: :2 -C i (- (t l V Street Address: City State /Zip: 1 t 00 e t 2 f\i - 7 ` - ` - r ‘ C� 1- is "re.% 0 , vI/A 1 * `: Fax #: 4-2,\--7-2 - (o e 1 Description of work to be done: -- t - s0 [2/ `G-, E -- V h-e_jc Existing use: El Retail El Restaurant ❑ Multi- family El Warehouse El Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail El Restaurant ❑ Multi- family 121 Warehouse El Hospital El Church El Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 71 Other Will there be a change of use? ❑ yes ,ISU no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ no Existing fire protection features: `1Z sprinklers t automatic fire alarm ❑ none El other (specify) Building Square Feet: ../..)) /.,`3 0 existing Area of Construction: (sq. ft.) 4 4-- Will there be storage of flammable /combustible hazardous material in the building? El yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ommercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKtiI .A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 APPLICANT REQUEST FOR PUBLIC_WORKS SITE/CIVIL REVIEwmF,: HE FOL'LOWI (Additional reviews May determined by the ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer #: El Sewer Main Extension ❑ Storm Drainage El Street Use El Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: El Miscellaneous CTPERMIT.DOC 1/29/97 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. El Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal 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 — atlbcepted: o Date app 11-111res: Appllcansby: (initials) PLEASE SIGN BACK OF APPLICATION FORM ;a satv;.; BUILDING OWNER • AUTH 0 • ZED AGENT: Signature: Date: �/ � O ( Print name: . , . B P A- S Phone: o �/� It• Address l t 00 k Cit (c s l o t-I W A- G)005•5' ALL COMMERCIAUMULTr4MILY TENANT IMPROVEMENT TERATION PERMIT APPLICATIONS IffUST BE SUBMITTED WITH THE • LOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. 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) z 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 I w 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 6 0 11. Location and gross floor area of existing structure with dimensions and setback ij O 12. Lowest finished floor elevation (if in flood control zone) w c 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9 )• N u. ❑ Floor plan: show location of tenant space with proposed use of each room labeled 2 O ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g j any hazardous materials; dimensions of proposed tenant space. a = ❑ ❑ Vicinity Map showing location of site f- w _ z � ❑ 0 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack i- O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Ill uj rack. Structural calculations are required for rack storage eight feet and over. 0 a U u) • ❑ Indicate proposed construction of tenant space or addition and walls being demolished o - ❑ ❑ Construction details = W F P El ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of v_ 0 water supply to sprinkler vault with documentation from contractor stating supply line will meet or ui Z exceed sprinkler system design criteria as identified by the Fire Department. U O CI ❑ ~ 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 IHAT I HAKE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUR BY THE WS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 07/06 9717 " TOTAL 41 OCI kAAt* *A i sA1 xa.A.,,* ...:'.;, ,..v...c A: -- : ---. A• A• * att A /0 *- A •A' A ....I. k A. A 4 A• 4.1c• A.' A A• * A ..4 •A• ...k. A . .4•A • • • "F 1: -CTrt . - 0 - T oil 1 - F- eAsW ' ; St: C3:TY OF• TUKWILA 4h f1 141 .436 141.136 Tot—.,:l ;( ALL Pmt __ 141 . El 6 13a1anc,e: M * vic * it 4. A 4 * * A' A R 'k * it A * •A it A i A lt. A it - ** 11 *V: :A * *sir. 1� 'IV A •4 i. A� •VII, * A 4 A 4 irk A A AE ' A' •A A * .. : . A c o u n t ._: t . q.:d:e_ D el t -•i •pl -fir, to iii o u ii'i: 000/I22,1.00... 131.1r1.131. NE -• - NOfi3KEr t ,5... -- 000!a43 1331) • _ NLA14 _ "it' 14 O1uR113 -... -- 4. .,, - 1 000/3‘8.6,:904 . • - .3T 13hliLI) 3:NG - SURCHARGE f!%t rt'.'y !(?Y.�. :,� {vt." IS .. }i.� 1 •.l�t•i .l..L:ti 1 t .4; ti• h;, gip.. ifrin4Cifq' Va14Vt}':r -�wldk ti _,Iy'ttw L +'e! -: V) V . • LL W Q' . J: IL Q d `. . O Z H;. a '0 Hi uI w' 0 z U p Pro'ect : ; , 11111 1....id—..1` Type of Ins..- ion: 1 ,4IVL f A a dress: L.Q. d,`.o i I � Cii.A.et Si Date 'MBIIP � pi Special instructions: Paa co-wrd-. PaiTii ciae3 ... ett;w Date want id of p.m Rertne. ap 40 WO pm INSPECTION "RECOtr Retain . a copy with permr'+ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1.■ 6300 Southcenter Blvd;#1,00, Tukwila, WA 98188 'Approved per applicable codes. Corrections req v. d -.ruV. 'k' r ° 1`.5'�a`,s PERMIT NO. (206)431 -3670 prior to app va ector: AA e , $47:b REINSPECTION E REQUIRED. at'6300 Southcenter Blv ., Suite 100. ¢� eeipt No: /P rior to inspection, fee must be paid II to schedule reinspection. Date: Arj: \c4 ttak®k.rtr :aikv4:w,* 4 14423 - I . alsti4.. .u. )44,4zu,tielaev:h W,f0,4;411 , / 1 "'" 4 ‘ , 4?` ' 6 66 . 6, 4 1;1 4..0 044,4, Project Name P1 1 a S(?-'J Address 5o ( -.)kc,c1 cc- S±-:. Retain current inspection schedule Needs shift inspection 9 - , Approved without correction notice Sprinklers: „Sma Fire Alarm: Hood & Duct: Halon: ' Monitor: b Pre-Fire: Permits: Approved with correction notice issued 1 Authorized Signature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) S7S STORAGE RACKS DRNHN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 REVISION N0. I CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION SEISMIC ANALYSIS OF STORAGE RACKS FOR MICROSERV 6450 GLACIER ST. TUKWILA, WA. #00 -1555 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • RECE CIN OF IVUG 5 `S ° pER1AIT CENTER CITY OF l iKwILA APPPCi\ FF AUG 1 8 it) I ,.1 4 ...: I.. r)1v isl!Thl ALASKA NEVADA ARIZONA NEW MEXICO CAUFORNA OREGON COLORADO PENNSYLVAMA DMO UTAH MISSOURI WASNNGTON FAX: (909)869 -0981 z Um 2 Cow N LL W O IU_' CO w , uj CO z I- U 0 I- w 0 w z w N . o z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 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 PROJECT MICPOSERV FOR NWI SHEET NO. 2 OF 14 CALCULATED BY BOB S. DATE 08-07-2000 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. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MISROSERV FOR NVI.•S SHEET NO. 3 OF 14 CALCULATED BY BOB S. DATE 08 -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, MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MIC/'1SERV FOR NWI-L 4 OF 14 SHEET NO. CALCULATED BY BOB S. DATE 08- 07-2000 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 MIN. EM - FLOOR. SLAB 5.5" .X 3000 PSI. REINFORCE' 192" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. SECTION .AXIAL FORCE " EDMENT 2,000 lb. 318 2,000 lb. NOTE: DESIGN BASED ON 1997 U.B.C. FOR SEISMIC ZONE 3. 159# 5 74" 5 --- 120 " Iu= 120" MOMENT BEAM MOMENT " " 44" I 404 202# 1 2 2,080 lb. 1,040 lb. 15,486 in.lb. 7,637 in.Ib. 13,562 in.Ib. <-std.conn. 5,819 in.lb. <-std.conn. TYPE •1 DESIGN LOAD = 2000# BASE PLATE 7.75X5X.375 Mbase = 6948 in.Ib. OVERTURNING ANCHOR STRESS = 0.35 # OF ANCHORS = 2 COLUMN COLUMN 3X3X13GA(LU75) STRESS =0.85 BRACING HORIZONTAL V 11/2X1 - 1/2X14 GA STRESS = 0.09 BEAM 3- 21 3/4x14GA/3 MAX LOAD /LEVEL = 2,519 lb. BEAM IS O.K. DIAGONAL V 11/2X1 - 1/2X14 GA STRESS = 0.25 SLAB & SOIL PUNCT. STRESS = 0.33 BENDING STRESS =0.24 PROJECT MICPOSERV FOR NWI10 SHEET NO. 5 CALCULATED BY BOB S. OF 14 DATE 08- 07-2000 rs UJ 3 ; U O N 0 to W J Q O `, LL -j co H W 3 = V `. w co O z SEIZM • INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MI(9SERV FOR NWMS SHEET NO, 6 OF 14 CALCULATED BY BOB S. DATF 08- 07-2000 LOADS & DISTRIBUTION :TYPE •1 LIVE LQAD PER SHELF = WM _ 2,000 lb (BASED ON CUENT SUPPLIED DATA) DEAD LOAD PER SHELF = WdI = 80 lb V = ((2.5xCaxI) /R)xWtotal Wtotal = (WII + WdI) x n = # of shelves TOTAL LOAD PER FRAME = 4,160 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE Seismic Zone = 3 Ca = 0.36 R(long) = 5.6 R(trans) = 4.4 I= 1 Soil Coef. = Sd ,LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x •W) / 1.4 = 478 lb w/ working stress reduction Fi = VWhi / ZWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 _ . 608 lb w/ working stress reduction Fi = VWhi / Mooch TOTAL FRAME LOAD = 4,160 lb. 2,000Ib. 3 18# 2" 9 " 9 r 2 2,000 lb. 1 1 'I' 120 " -4 Iu= 120" . 44'4' 159# i i u) w W LL. Q . fit D HO Z w 2 O1 0 1- w w ' �u. 0, W Z U N o � MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MICROSERV FOR N1h,.• SHEET NO. 7 14 CALCULATED BY BOB S. DATE 08-07 -2000 OF 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 = 80.lb. F 2= 1591b. 477 lb. 239 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 6948 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 Mconn 1 2080 15486 13561 2 1040 7637 96 in. I- 94 in_ I Col. to slab. Means "L" M lower J 11 a oo g SLAB Mconn SEIZMIC 111 1■ 41044100 1: 1 . 00000 j MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MICR'SERV FOR 8 SHEET NO CALCULATED BY BOB S. 1 OF 14 DATE 08-07-2000 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. Pmax = 2,080 lb. Mmax = 15,486 in.Ib. Kxlx/rx = 1.2 * 95 / 1.2291 = 92.8 <- GOVERNS Kyly/ry = .8 * 52 / 1.08 = 38.5 Cc = (2TTA2E/Fy)A.5 =102.0 SINCE Kik <= Cc, Fa = .522Fy - Rkl/r*Fy)/1494]^2 = 17,051 psi. fa = Pmax/Area = 2,649 psi. fb = Mmax/Sx = 19,485 psi. fa/Fa = 0.16 >15 , Fie = 121TA2E/23(KxIx/rx)A2 F'e = 17,359 psi. Fb = .6*Fy = 33,000 psi. Cm*fb/F13[1-fa/F'e] = 0.70 COMBINED STRESS = 0.85 B LJ k- SECTION PROPERTIES A=3" 3" B = 3" C= .75" 0=0" E=0" 0" Wt. = 2.784# t1 = .0897" t2 = 0" Area = .7851"A2 Ix = 1.1923"A41y = .9171"A4 Sx = .7948"A3 Sy = .5849"A3 rx = 1.2291" ry = 1.08" 1 96" 95" )/' Front View V'ev. 52" 52" a o zi- 1.1. - 11J 3 0 +0 Et o U- — 0 u. i z - i-_- 0 I z INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT � FOR NWHS SHEET NO. 9 OF 14 CALCULATED BY BOB S. DATF 08-07-2000 BEAM ANALYSIS :TYPE 1 BEAM 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 = 120.0 in. I max = [1950 + 1200(M 1 /M2)]b /Fy SINCE M1 /M2 = 1.0 I max = 3150 *b /Fy = 158 in. SINCE Imax > lact Fb = .60Fy = 33,000 psi. MAXIMUM 'STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = w1^2/8 = 24222in.lb. CAPACITY = 2 (8 *M /1) = 2870Ib. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). = .5wIA4/384E1 CAPACITY = 2[(384E1)/(5 *180 *IA2)] = 25191b. MAXIMUM STATIC LOAD PER LEVEL IS 2,519 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2 /8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb M impact = 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 15000 16875 24222 13561 32296 GOOD 2 15000 16875 24222 5818 32296 GOOD 3.655" Sx = 0.734 in.A3 Ix = 1.441 in.A4 •v.v..,h.,.. .....,,.„ _.or.a..,- 0.:11-, .M. r._..,.. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MICP'gSERV FOR NWIio SHEET NO. 10 O 14 CALCULATED BY BOB S. DATF 08-07-2000 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2n /4 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN brg. 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 " ^3 Mcap = S ' Fbending = .110'.66' Fy C = Mcap/.75 = 1.11 P1 P1 =120 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. MIER Mlower Sbracket = .110 " ^3 BEAM TO COLUMN CONNECTION C =P1 +P2 = P1 + (.514.5)P1 =1.11 P1 SEIZMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MIs:.pSERV FOR NW. iS SHEET NO 1 1 OF 14 CALCULATED BY BOB S. DATE 08-07-2000 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) ^2 +(D- 2*Bcol) ^2] ^.5 =59.6 Vdiag = Vtrans * Ldiag. / D = 823# klirmin = [ 1 * 59.6 ] / .488 =122.2 Fa =[12TT ^2E] /[23(kI /r) ^2] = 9989 psi. fa /Fa =Vdiag /(Area *Fa) = 0.25 D= 44" — 4 DIAGONAL AND HORIZONTAL BRACING Area= .325 "A2 r min= .488 " t= .0747 W= ,1.5 " H= 1.25 " MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANI1C STREET • POMONA • CA 91768 PROJECT MICPSERV FOR NWhS SHEET NO. 12 OF 14 CALCULATED BY BOB S. DATE 08-07-2000 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 22Z$.7.1 OF THE 1994 Building Coda FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 607 lb. Mot = Vtrans * ht * 1.15 = 607 * 15 9 * 1.15 = 111767 in.lb. Mst = E(Wp +.85wDL) * d/2 = ( 4000 +.85 * 160) *44/2 = 90992 in.lb. Puplift = 1(Mot - Mst) /d = 472 lb. <- CRITICAL SHEAR = 303 lb. Mot = Vtop * h * 1.15 = 303 * 192 * 1.15 = 67060 in.lb. Mst = (Wp +wDL) * d/2 ( 2000 +.85 * 160) *44/2 46992 in.lb. Puplift = 1(Mot - Mst) /d = 456 lb. 44" - 4 USE 2 ea. 1/2 x 3-1/2 MIN. EMBEDMENT CAPACITY OF 1/2 x 3-1/2 MIN. EMBEDMENT = 875 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESSI = 472 / 1750 + 303 / 3680 = 0.35 COMBINED STRESS2 = 456 / 1750 + 151 / 3680 = 0.30 �v 00 . U) 0 NW w 0 O _ z � W WE O w w ~ V; 0 tiJ ca' U OH z INC. MATERIAL HANDLBVG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MICDOSERV FOR NW, 1, SHEET NO. 13 OF 14 CALCULATED BY BOB S. DATE 08-07 -2000 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, 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 = 2080 Ib. B = 7.75 in. Mb = 6948 in.Ib. D= 5 in. b = 3 in. P/A = Pcol /(D *B) = 53.67 psi. M/S = Mb/((D*BA2)/6) = 138.8 psi. fb2 = 2b /B *fb = 85.08 psi. fb1 = fb -fb2 = 53.73 psi. Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + .67fb2] Mbase = 462.9 .in.Ib. Sbase = 1 *t^2 /6 = 0.0234 in.A3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .54 ANCHOR TENSION EMo = 0 T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol *b /2d2 T = 875 1b. t = .375 in. b1 = 2.375 in. fa bl s di bl re 2 1:8 rn w w =; N w 0 ; p � o z � Id 2 U w ` o : Ii; z 0 I- z SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT MIC" )SERV FOR NWhb SHEET NO. 14 OF 14 CALCULATED BY BOB S. DATE 08 -07 -2000 SLAB AND SOIL :TYPE 1 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO. DISTRIBUTE THE LOAD OVER A.LARGER AREA OF SOIL AND. WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcoi + 1.7 * (Mot/d) = 7,230 lb. Fpunct = 2 *sgrt(f'c) = 109.5 psi. Apunct = ((w +t/2) +(d +t/2)] *2 *t = 200.8 in.A2 fv /Fv = Pmax /(Apunct *Fpunct) = 0.33 (b) SLAB TENSION Asoil = Pmax /(1.33 * fsoil) = 5.42 ft.A2 = 781 in.A2 L = sqrt(Asoil) = 27.9 in. B = sqrt(w*d) + t = 11.7 in. b = (L -B)/2 = 8.1 in. Mconc = wbA2/2 = (1.33 *fsoil *b ^2)/(144 *2) = 304.5 in.Ib. Sconc = 1 *t^2 /6 = 5.04 in.A3 Fconc = 50 *sgrt(f'c) = 246.48 psi. fb /Fb = Mconc /(Sconc *Fconc) = 0.24 BASE PLATE w = 7.75 in. d =.5 in. CONCRETE t = 5.5 in. f'c = 3000 psi. SOIL fs = 1000 psf. re s ui Wig, co w • O • D. o z � ui o E- W u j .z o ff. August 27, 2001 Mr. Labib Palis 1 100 SE 7th Street Renton, WA 98055 RE: Permit Status D2000 -217 6540 South Glacier Street Dear Mr. Palls: In reviewing our current permit tiles, it appears that your permit for installation of storage racks, issued on August 15, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Stefan', opencer Permit Technician City of Tukwila Department of Community Development Steve Lancaster, Director Xc: Permit File No. 1)2000 -217 Duane Griflin. Building Official 6300 Soulhcenirr Boulevard, Suite 11100 • Tukwila, Washington 98/88 • Phone: 206-431-3670 • Fax: 206-431-3665 Steven M. Mullet, Mayor ACTIVITY NUMBER: D2000 -217 PROJECT NAME MICROSERV SITE. ADDRESS: 6540 S GLACIER ST XX Original Plan Submittal Response to Incomplete Letter # DATE: 7 -5 -2000 Revision # _T After Permit Is Issued DEPARTMENTS: Builai g Division Ig ublic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: M I t01111.[xx- 'Nrl PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Fire PFe G 1 /1.0 Structural Incomplete n Not Applicable I I II Planning Division Permit Coordinator DUE DATE: 7 -6 -2000 No further Review Required DATE: DUE DATE 8 -3 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: n ACTIVITY NUMBER: D2000 -217 PROJECT NAME: MICROSERV SITE ADDRESS: 6540 S GLACIER ST Original Plan Submittal DATE: 8 -15 -2000 Response to Incomplete Letter #_ Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building gi tk� -nom Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved vin ir6.4ERMIT COORD COSY I PLAN REVIEW /ROUTING SLIP Incomplete Approved with Conditions CORRECTION DETERMINATION: Fire Prtntion Structural Planning Division Permit Coordinator DUE DATE: 8 -17 -2000 Not Applicable ri No further Review Required DATE: DUE DATE 9 -14 -2000 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision No. • • ''t ,.., Date f ' .' Re'eived Staff Initials Date Issued Staff Initials 1 8. 13 - X000 I LB -. ._a • , �� ). ■ Summary of Revision: , ■ _ `. , �„ ,,� e. A , L . I L0 . 1. . • a AU A o e • •. o N Summary of Revision: : Summary of Revision: Received By: Revision ' No.. Date Received Staff Initials Date Issued '''Staff Initials 1 8. 13 - X000 I LB -. ._a • , �� ). ■ Summary of Revision: , ■ _ `. , �„ ,,� e. A , L . I L0 . 1. . • a AU A o e • •. o N Received By: I/W-W ►,. 1-15 Revision No. Date Received I Staff Initials Date Issued Staff .:: Initials I I Summary of Revision: . Received By: " Revision No. I Date Received . I Staff I Initials Date Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received I Staff Initials Date - Issued Staff Initials a Summary of Revision: Received By: PROJECT NAME: I' C S - v� PERMIT ; a) Site Address: In 5I-JO S , Ic c; er - - -- Original Issue Date: • REVISION LOG (pleas print) (please print) (please print) please prin e pr im) O O ` W CO LL ui gQ = Lu z �. z 0' W ui n p O y H ' W Z • z Lb c o O ~ z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: e ( 6'00 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Pr Revision # ( after Permit is Issued • M Project Name: Ir ,, 1 ��. vo Sex v' Project Address: l2 -1 � ¶E Gtc.Aet' Q Contact Person: Lath% b t'Q 1 l 5 Phone Number: 1 47.5 -- 951 — 1110 Summary of Revision: 1,--0I /�c� 17 ,t rJ L1 L-�►1�IJ ��� 7419 j " tt■ 4-0 17-0'' iNto o A G - t- t. () wit i c Gt-k-0.0 c► e. o 11Z+0 0„t -4-D 2— Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on City of Tukwila Department of Community Development Plan Check/Permit Number: f) 2.000-2... 1l RECEIVED CITY OF TUKWILA AUG 1 5 2000 PERMIT CENTER John W. Rants, Mayor Steve Lancaster, Director 06/29/99 c „rro ?I ►nn • Tukwila Wachlnotnn • Fax f206,1 3665 y. • , .• ", • ;•• tv‘ -, ..D;;.;•1•6'■••• ;!,•• • . . . .• . • fl kDEpARTMENT: OF LABOR AND INDUSTRIES REGISTERED AS _PROVIDED BY LAW AS • CONST CONT . :GENERAL' • ; I ;• • • ;3 • -.. ,:,1 . • • ; .. ..,... - . NO 2 547t:A1/4x(ploo I .,/ ,:".•!..,;; '! -..-. ', • • ..,.. . i : v4i : :.., „.. ,,,.. .„., . : .,..., • zi , - •.:-..- ; ).K • i'gii • $ 6t 4, • , •:.,• .., ,„•• , • , • if ,,.• ,,....„, ,.. l • .:'i,', i.. . • i .,: '':,• , ..4,:- : .. ''. • .: - .A.. ‘.' •!:..-/i ,4,• 1100 SW 7TH ST • If- . ':', , ' ' ‘' -4. ''.. . - ' t ,, !....,. : ',...."' .'--- . . r . h. ..**J '. :" WEST HANDLING 8Yi 'INC; I i ' ','' ' . 1 '''''' ,,• : ,,• :•.' , ...,, .., -4. .,;.RENTON WA 98055.72939, F6.032.000 (191, ". . ,• , . • ,..!!!..• •Kr.' •-••• 4404010400.40•0 nr-.00..04101:00,14,00rAt444,,r001.0.00110.a0' 3" APPROX 3 "APPROX M y , ,, 4 ��TYP 1 /8' 1114" I -% . 1/8" I 1 TYPIPA " TYP i \ ;^ ,---- % .. •� \ ©o \ �� a � � II 411 W O 13/32" SAFETY - 0 0,.. PIN \�� ���� VIEW'B': �% 5 I�1 _„ 4 Ii, !/ _, 1? 7/16 4" . ['V "0 STUD VIEW 'A': r ♦ f GE NERAL CQN�lGURATI ©N TYPICAL BEAM TO COLUMN CONNECTION NOTES: TYPICAL BRACING TO COLUMN CONNECTION -_- 120" — 1 44 " — — _ 1 6A 5/8" )--i ( TYP ;i 518" 1/8" .— 7 GA 1" r 1 3/4" I 1. STORAGE RACK DESIGNED PER CHAPTER 22, DIVISION X OF THE 1997 UBC. 2- STORAGE CAPACITY. �_ ' 000 i t3/LVL 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. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 7. CONCRETE 5.5" THICK x 3000 PSI 8. SOIL BEARING PRESSURE 1000 PSF art OFETUK""' C ' tO + PERMIT GENTEri yb I I I I I i I 74• J l__ � �'1 r i j 3 21,32" I I 1 5/8 14 OA �--- O r ,, +I I I 19? I I ij 192" 96" i 52" 5 TYP : / tt" CD I I I 52" i 1 FRONT VIEW 8" SIDE VIEW BEAM 6A CONNECTOR STORAGE RACK ELEVATION 118' j, '23r4 " <TYP. \ / , 3 1/2" MIN. EMBDMNT 1 _, _ Uri m !W 1/2" ® i t\ j 0 2 REQ'D PER BASE PLATE " 3" + r \ M I \ .._, i ,_J / I - 9/16" 2 1/2 " NOLU ; 11/2" ' BASE PLATE CONCRETE © 1/2" (<3 ANCHOR E 14 GA yr 1' : i � ' . � �. • � � SEtZMIC SEISMIC MATERIAL HANDLING ENGINEERING 161 Atlantic Street Pomona, CA 91768 EST. 1 5 Tel. 909 869 0989 • {909 0981 8 - Tel ( ) ) 69 " 7,8 TYP ,� 13 GA _... -.. 3 " L -- __! 1/8' 1% 2 ' 7 314" TYP. WRAP CORN - ` 3/8' THK. i!= ° _ - ° h - > . • I p , t. _ ° 4 , e I / r ° ► !� 7, !i .�l I 1 � 1� Sri �' f�E =l( . / , .la y , II � —, til ! 1l , { /f „/h SOIL 3 1/2" MIN. EMB- o ° v - H i / =:�'a • IJ ' IA CALIFORNIA CO ORS IC NO 665374 A . G . D PR /9/00 DATE.. 1 1/2' LAST REV. BY. I EXPIRES 4 - 12 - 2002' I D BY. A SAL E. FATE SCALE E NONE D ESCRIPTION SELECTIVE RACK DETAILS (INTERLAKE TYPE) r 1 � COLUMN ADDRESS MICROSERV 6 450 GLACIER ST. TUKWILA, WA DRAWING NUMBER 00-1555A 2 BASE PLATE :-: ANCHOR � HORIZONTAL &DIAGONAL BRACE D2c f I 64,20 447020 � . 72 � ^ PLAN VIEW NORTH SCALE: 1/16" = 1' -0" J FRONT YEW SCALE: 1/4" = 1' -0" N N SIDE ' ✓IEUJ C` 6 ELEVATIONS Pr 1�� 116 BSI NO, CITY OF TUKWILA AppR3VED taus I s 2000 BUILDING DIVISION FILE COPY I understand that the Plan Check approvals are subject to errors and onissiors _ rs epproval of plans does not e - th .On■aton of any adopted cede - I.e, r of mn- lrrctor scoo _:pot,. c t: I - v dged ECEIVED CITY R OF TUKWIL.4 AUG 1 5 2000 PERMIT CENTER v 2000 -M DRAWING NUMBER 8 vt MICROSRV -3B.4