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HomeMy WebLinkAboutPermit D96-0029 - SCIT - MANNESMANN TALLY CORPCity of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9106 Address: 1083 ANDOVER PK E Suite No: Location: BUILDING #1 Category: ACOM Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor Licence No: NORTHEI167RR OCCUPANT OWNER CONTRACTOR CONTACT Permit No: Status: Issued: Expires: D96 -0029 ISSUED 10/16/1996 04/14/1997 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: SPRINKLER East: .0 West: .0 Streams: SCIT - MANNESMANN TALLY CORP 1083 ANDOVER PK E, TUKWILA WA 98188 SECURITY CAPTIAL IND TRUST Phone: (206) 762 -4750 C/0 TRAMMEL CROW CO, PO BOX 80326, SEATTLE WA 98108 NORTHWEST ERECTORS INC. Phone: 206 854 -3694 P.O. BOX 921, KENT, WA 980320921 JOE HOLDEN Phone: 889 -3379 3500 CARILLON PT, KIRKLAND WA 98033 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL 12' HIGH RACK STORAGE. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 334.09 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature • _g_.X22d.QQ__ Date La _L Q _-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 performance of work. I am authorized to sign for and obtain this develop - t permit. • Signature: Z L-' - Print Namr__ LQ' 41' 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. Date: /•/ ,%0 s CITY OF TUKWILA "Address: 1083 ANDOVER PK E Permit No: D96 -0029 Suite: Tenant Status: ISSUED Type: DEVPERM } Applied: 10/02/1996 Parcel #: 262304 -9106 j Issued: 10/16/1996 *: k* 4**• k* k**• kk**' k• k• k• k *kkkk•kk *'k•,rk * **kk*** ***4*** **4 **'kkk4 *'k•k•k•k**kk•k* k• k•Akk44*k Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the,Tukw4,la Building Division. 2. All permits, inspection-records, and approved plans shall be available at the job :`site prior to the start of any con - struction. These documents'are to be maintained and avail - able until t final inspection :approval is granted. ?. All construction to be`'done in conformance with approved plans and :r =equ i remen ts• of the Uniform Building Code ( 1994 Edition):':.:as' amended. 4 Validitv;,.of Permit. The issuance of a permit or approval of plans,,;:; specitications, and computations shall not he 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 :;ordinance 'of the jurisdiction. No permit presuming to, give: authority to violate or 'cancel the provisions of this code '..shall be 'valid. '.f CITY OF T' 'KWILA Permit Center k 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: SCIT — MANNESMANN TALLY CORP. Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University Value 1 CArys(r tion: (�j 11 Site Address: 1083 ANDOVER PARKWAY E., BLDG. 1 City State/Zip: Tax 262304- ardel Number: 9106 -3 Property Owner: SECURITY CAPITAL INDUSTRIAL TRUST n Will there be rack storage? C yes ❑ no Phone: (510) 656 -1900 Street Address: 47775 FREMONT BLVD. FREMONT, CA 94538 City State/Zip: Fax #: 661 -4033 Contact Person: JOE HOLDEN CNA ARCH GROUP Phone: (206) 889 -3379 Street Address: 3500 CARILLON PT. KIRKLAND, WA 98033 City State /Zip: Fax #: , (206) 828 -9116 Contractor: NORTHWEST ERECTORS, INC. Phone: (206) 854 -3694 Street Address: 707 SOUTH KENT L _WA 98032 City State /Zip: Fax #: (206) 852 -8635 _CENTRAL Architect: CNA ARCH GROUP Phone: (206) 822 -6700 Street Address: 3500 CARILLON PT. KIRKLAND, WA 98033 City State /Zip: Fax #: (2061 828 -9116 Engineer: SEIZMIC INC. Phone: (909) 869 -0989 Street Address: 161 ATLANTIC ST. POMANA, CA 91768 City State/Zip: Fax #: Description of work to be done: INSTALL 12'0" HIGH RACK. Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ® Warehouse ❑Hospital ❑ Motel /Hotel ® Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University tt�� El Multi-family UO Warehouse ❑Hospital ❑ Motel /Hotel g Office ❑ Other Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) n Will there be rack storage? C yes ❑ no Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 35, 600 sf existing Area of Construction: (sq. ft.) 2164 / 10, 200 sf Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC. WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may determined by the Public Works Department) ❑ Channelization/Striping ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4mBuilding Code (current edition). No application shall be extended more than once. ilDate application accepted: Date appll tion oxplres oci a 219% CTPERMIT.DOC 7/9/96 PERMIT CENTER AppllcatlonU 1 1 '�y: (lnlllalT1 ALL COMMERCIAUMULTI -FAY TENANT IMPROVEMENT /ALWATION PERMIT APPLICATIONS MU& BE SUBMITTED WITH THE FOL WING: 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 ❑ 0 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). Five (5) sets of working drawings, 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 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ 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 El © 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 Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ 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 Certificate of Contractor ". 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDI iiiik- • WNER OR A T O IZED AGENT: Signatur 4( `-f-1 Date: l0, 0 , 9k, Print n.y ;Mei 1414.16i. Phone: sct _ �E,,rf' Fax #: Q J .86,3c Address D ,0K ci..1 City /State /Zip �F CTPERMIT.DOC 7/9/96 ‘•A **4*kA**4h*kk*A4**A *4** ** **k4h**44 ***:1*4.4*4*AkikA4.*4 +h *444** CITY OF TUKWI:L.A. WA TRANSMIT 4**: 4*****A 4k*• 41**• k**• k4 k4*• 4***+ h*4*•%.* A**4kk•i* *k*** * %*4fehA*;4A*k*kb TREINSMIT Number: R9600487 Amount: 129.04 1.0/02/96 09:34 Payment Method: CHECK Notation: NW ERECTORS Init: SMC Permit No: D96-0029 Type: DEVPERM DEVELOPMENT PEIIMIT Parcel No: .262304 -9106 Site Address: 1083 ANDOVER PI( E 'total Fee: 334.09 This Payment 129.84 Total ALL Pmts: 129.84 Balance: 204.25 AA*• * * * *. *A *AA* Air** A• A*+ AAAAAAA*4 A*** 4* *14 *A **AAAAA * *t44AA * *� * *•k *k * ** Account Coda Description Amount 000/322.100 BUILDING - NONRES 129.04 3642 10/02 9617 TOTAL 129.84 *• A*•*** 4*** 4AA* A*** AA4 4. 4* A**** A* A* •4AAA*A *** *.****A*A•4* *A•aa•A•4 CITY OF Tl1Y,WILA NA *A *AAAAA * * *A +A *A ** * *A A• A AAA A A *k **** ** * * *A * ** ** * * * * * A * T t a r LM I T TRANSMIT Number: R9600496 Amount: 204.25 10/16/96 11:09 Payment Method: CHECK Notation: NORTHWEST ERECTO Init: 8LB w Permit No: D96-6029 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -9106 Site .Add-ress: 1083 ANDOVER PK E Location: BUILDING #1 Total Fees: 334.09 This Payment 204.25 Total ALL Pints: 334.07 Balance: .00 A•* AA• * *Ak•AA44 * * *k * * * * * * *A *AAA•A * * *A 4 *A * * *Ak * * * ** *AAA *44*** ?AAA ** ** Account Code Description Amount 000/322.100 [WILDING - NONRES 69.91 000/345.030 PLAN CHECK - NONRES 129.81 000/386.904 STATE BUILDING SURCHARGE 4.50 4084 10/17 9617 TOTAL 204.25 f City of Tukwila , Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTNZNT FINAL APPROVAL FORM Project Name Mol- -.0-4 e51.■<,1,11v Thomas P. Keefe, Fire Chief Permit No. i 1 (t - C r) R Address ) ()B3 1-ty AC) J E'_ ZE Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued 1 / Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r l C', I CI t c%,Ic l r) Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, WW.shington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain.a copy with permit f� 9 (0--d PERMIT NO. i 1-4a1 -3670 P j t• TA61Ws. p t' n. Adcyg 19-fr..., Date called: / - — / v Special instructions: Date /0.--/?..q/ wanted: m. •m~ Requesters(iy f1 r) Phone Nos( -36 L % Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: f t I /._ L/A $42.00 REINSPECT! SI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 4 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS DRAM RACKS CANTL EVER RACKS METIANNES CONVEYORS CAROUSELS STEEL SHELVNG RCM/LE SHELVNG STORAGE TANKS MODULAR OFFCES GONCOLAS BOOKSTACKS CITY APPROVALS STATE APPROVALS PERMRTNG SERVICES PRODUCT TESTNG FELD NSPECTION SPECIAL FA3RCATCN ALASKA NEVADA ARImNA NEW MEXCO CALiORNA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MGSOURI WASHNGTON SEISMIC ANALYSIS OF STORAGE RACKS FOR TALLEY SERVICE CENTER 1083 ANDOVER PARK EAST TUKWILA, WA #96-0811 �N 1,i slatltii,.. aci g V11.DOG 161 ATLANTIC STREET • POMONA • CA 91768 • "TEL: (909)869 -0989 • FAX: (909)869 -0981 REC.FtvED CITY OF TUKWILA OCT 0 1 1996 PERMIT CENTER INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 2 OF 17 CALCULATED BY MI KE DATE 9- 23-1996 TABLE OF CONTENTS DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DI STR I BUTI ON LONGITUDI NAL ANALYST S COLUMN BEAM BEAM TO COLUMN BRACI NG OVERTURNI NG BASE PLATE SLAB & SOIL PAGE # 1 2 2 3 4- 5 6- 8 9 10 11 12 13 14 15 16 17 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 Fl ELD ASSEMBLED ONLY, WITHOUT ANY Fl ELD WELDING. INC. MATERIAL HANDUNG ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR NORTHWEST ERECTORS SHEET NO. 3 OF 17 CALCULATED BY MI KE DATE 9- 23-1996 TALLEY SERVICE CENTER PARAMLTtRS: 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. TRANSVERSE TRIBUTARY AREA LONGITUDINAL TOP VIEW ritrIZZIIIIIIIIIII INC. MATERIAL HANDUNG ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR NORTHWEST ERECTORS SHEET NO. 4 OF 17 CALCULATED BY MIKE DATE 9-23-1996 TALLEY SERVICE CENTER CONFIGURATIONS / 144" 1 1221 ,1 1,000 Ib. 72" 2 1,000 Ib. 1 7" r - - 3" 108 " --4 TYPE 2 1 000 Ib. 144" 4 " 4" 1,000 Ib. 1,000 Ib. 42" " 42" I 108" I I 42" I ri C INC. MATERIAL HANDUNG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 5 OF 17 CALCULATED BY MI KE DATE 9-23-1996 CONFIGURATIONS 144" " 3 " 3" TYPE 3 1,000 Ib. 4 3 2 1,000 Ib. 1,000 Ib. 1,000 Ib. 1 �I�-- 108 " - -4 42" -f rigirZIMICI11141111 INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 6 OF i7 MIKE DATE 9- 23 -1996 CALCULATED BY TYPE 1 SPECIFICATION - MAIN STEEL 45000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 MIN. EM ED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL+wDL) /Rw SECTION AXIAL FORCE " 7 2 1,0001b. 14 1,000 Ib. 1 74# 4# 108" I u = 108" MOMENT BEAM MOMENT 142" 4 1 1,0801b. 7,796 in.lb. 5,797 in.tb. <std cmn. 2 540 lb. 2,673 i n.l b. 1,899 i n.I b. < std cmn. TYPE 1 DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM 3.25 X 4.25 X .125 BASE PINNED V CO_UMN 3X1- 3/4X14GA STRESS =0.82 V 4- 1/2 x 2- 3/4 x 14 ga. MAX LCAD /LEVEL = 4,895 I b. BEAM t S O.K. OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.10 # OF ANCHORS = 1 HORIZONTAL .4 1 1/2 X 1 1/4 X14 GA STRESS = 0.06 DIAGONAL V 1 1/2 X1 1/4 X14 GA STRESS = 0.13 V PUNCT. STRESS = 0.28 BENDING STRESS =0.13 riSiriZirCillial INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 7 OF 17 CALCULATED BY MIKE DATE 9- 23-1996 TYPE 2 1,000 Ib. SPECIFICATION - MAIN STEEL 45000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM ED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw SECT1 CN AXIAL FORCE 4 11 1" 1,000 Ib. 167# 1,000 Ib. 55# 4 11 " 11 222# 148# —0 74# -0 '1"- 108 " --4 Iu= 108" MOMENT BEAM MOMENT 42" 4 1 1,620 lb. 7,685 in.lb. 6,076 in.Ib. <- std Cann. 2 1,080 Ib. 3,341 in.lb. 3,236 in.lb. <- std Cann. 3 540 Ib. 2,005 in.lb. 1,565 in.Ib. <- std Cann. TYPE 2 DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM V 3.25 X4.25 X.179 BASE PINNED -s,/ COLUMN 3X1- 3 /4X14GA STRESS =0.89 4-1/2x 2-3/4 x 14 ga. MAX LCWD /LEVEL = 4,895 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOI L .k/ ANCHOR STRESS= 0.15 # OF ANCHORS = 1 HOR I ZONTAL . J 1 1/2 X1 1/4 X14 GA STRESS = 0.09 DIAGONAL V 1 1/2 X1 1/4 X14 GA STRESS = 0.20 PUNCT. STRESS = 0.41 BENDING STRESS =0.25 V INC. MATERIAL HANDLJNG ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR. SHEET NO. TALLEY SERVICE CENTER NORTHWEST ERECTORS 8 OF 17 CALCULATED BY MIKE DATE 9- 23 -1996 TYPE 3 SPECI Fl CATI ON - MAIN STEEL 45000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 2-1/4 MIN. EM EC - FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(wL1 +wDL) /Rw SECTION AXIAL FORCE 33" 1,000 Ib. 3" 4 1,000 Ib. 3 1,000 Ib. 2 1,000 Ib. 1 237# 178# 118# 459# 108" Iu= 108" MOMENT BEAM MOMENT 142 "-' 1 2,160 lb. 7,574 i n.I b. 6,154 i n.1 b. < std can'. 2 1,620 Ib. 3,609 in.Ib. 3,770 in.Ib. <- std ann. 3 1,080 Ib. 2,807 in.lb. 2,768 in.Ib. <- std cam. 4 540 lb. 1,604 i n.l b. 1,364 i n.I b. <- std ccnn. TYPE 3 DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM 3.25 X4.25 X.125 BASE PINNED ./ COLUMN 3X1- 3/4X14GA STRESS =0.93 V 4- 1/2x 2- 3/4 x 14 ga. MAX LAD /LEVEL = 4,895 lb. BEAM I S O.K. BRACING SLAB & SOI L _OVERTURNING .,/ ANCHOR STRESS = 0.20 # OF ANCHORS = 1 HOR I ZONTAL .4 1 1/2 X 1 1/4 X 14 GA STRESS = 0.12 DI AGONAL .N/ 1 1/2 X 1 1/4 X 14 GA STRESS = 0.27 V PUNCT. STRESS = 0.54 BENDING STRESS =0.39 rtriZZIC111111111 MATERIAL HANDUNG ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 9 OF, 17 CALCULATED BY MI KE DATE 9- 23 -1996 LOADS & DISTRIBUTION :TYPE 3 3 UVE LOAD PER SHELF (BASED ON CUENT SUPPUED DATA ) DEAD LOAD PER SHELF SEISMIC SHEAR BASED ON DIVISION VI OF THE 1994 U.B.C. WHERE V= ZIC[wDL +wLL] /Rw SEISMIC ZONE = 3 Z = .3 1 =1 C = 2.75 Rw (LONGITUDINAL) = 8 Rw (TRANSVERSE) = 6 w DL = 801 b. LONGITUDI NAL DI RECTI ON VI ong = .3 * 1 * 2.75 * ( 4000 + 320 ) / 8 VI ong = 446 lb. Fi = V Whi /EWh TRANSVERSE DIRECTION Vlong =.3* 1 * 2.75* (4000 +320)/6 Vtrans = 594 lb. Fi = V Whi /EWh TOTAL FRAME LOAD = 4,320 lb. a wLL, a„ = V. 1,000 Ib. 144" / 4 1,000 Ib. 3 2 1,000 Ib. 1,000 Ib. 1 108" I u = 108" r 4" 178# -� = i 8i# 44# • 237# 2i2# 59# 4, 1r-42" I SEIZI�NC INC. MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 10 OF 17 CALCULATED BY MIKE DATE 9- 23-1996 LONGITUDINAL ANALYSIS :TYPE 3 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). VI ong = 2 * Vcol = Vcol = F1 = 221b. F2= 451b. F3= 671b. F4= 891b. 446 lb. 223 lb. BASE ASSUMED PINNED. Mbase = O i n.I b. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ower Mconn = [ Mupper + Mlower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 2160 7573 2 1620 3608 3 1080 2806 4 540 1603 Mconn 6153 3770 2767 Mapper J -79 M low er Mconn 'R' rilSIETZZICI4111111 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR NORTHWEST ERECTORS SHEET NO.. 11 OF 17 CALCULATED BY MIKE DATE 9-23-1996 TALLEY SERVICE CENTER COLUMN ANALYSIS :TYPE 3 COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL Pmax = 2,160 lb. Mmax = 7,574 i n.I b. Kxl x /rx = 1.2 * 34 / 1.19 = 34.3 Kyly /ry = .8 * 42 / .596 = 56.4 <- GOVERNS Cc = (2Tr /PE /Fy)45 = 112.8 SINCE KI /r Cc, Fa = .522Fy - [(kI /r* Fy)/ 1494]12 = 20,607 psi. fa = Pmax /Area = 4,870 psi. fb = Mmax /Sx = 18,075 psi. fa /Fa = 0.24 >.15 F'e = 12Tr '2E /23(Kxlx /rx)'2 F`e = 127,035 psi. Fb =.6 *Fy= 27,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.70 COMBINED STRESS = 0.93 SECTION PROPERTIES A = 3" 8 = 1.75" C =.75" D =0" E =0" Wt, =0# t1 = .0747" t2 = 0" Area = .4435" /2 Ix= .628 "M Iy= .157 "A4 Sx = .419 "A3 Sy = .179 "A3 rx = 1.19" ry = .596" fi 36" 34" 42" 42" Front View $ide View S INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO 12 OF 17 CALCULATED BY MIKE DATE 9-23-1996 BEAM ANALYSIS :TYPE 3 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. Tact =108.0 in. I max = [1950 + 1200(M1/M2)]b/Fy SINCE M1 /M2 = 1.0 Imax = 3150* b /Fy = 192 in. SINCE I max > I act Fb = .60Fy = 27,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M =Sx* Fb =wIR /8 = 37170i n.I b. 1 1 CAPACITY = 2(8* M/I * 1.125) = 48941 b. Sx = 1.377 i n.A3 2) MAXIMUM ALLOWABLE DEFLECTION (L /180). PARTIAL FIXITYIx = 3.098 in.M A = 0.5625w1A4/48EI CAPACITY = 2[(48EI)/(0.5625* 180* 1 '2)] = 74281 b. MAXIMUM STATIC LOAD PER LEVEL I S 4,895 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wI^2/8- .125w1'2/12 = LL[I /(2* 8)- .1251/(2* 12)] MalI ow( stab c) = Sx * Fb Mimpact= 1.125 *Mstatic Mal I ow( sei smi c) = 1.33 * Sx * Fb Msei s mi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal I ow Msei smi c Mal I ow RESULT 1.125 Mstatic (static) (seismic) 1 6187 6960 37170 6153 49561 GOOD 2 6187 6960 37170 3770 49561 GOOD 3 6187 6960 37170 2767 49561 GOOD 4 6187 6960 37170 1364 49561 GOOD MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TALLEY SEVICE CENTER FOR NORTHWEST ERECTORE 13 SHEET NO. E OF pink CALCULATED 6 17 9123796 DATE, BEAM TO COLUMN CONNECTION: Mconn= (Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR: a) SHEAR CAPACITY OF TAB TAB= 1.00 in Area = .154 *1.00 = .154inA2 Fv= 14,400 psi Pmax= A *Fv = 2,218 Ib b) BEARING ON COLUMN: (PER 1994 UBC SECTION 2230 E3.3) t min= .075 in Fu= 65,000 psi Abrg.= t * D = .075inA2 Pmax brg.= Pn /II= Fp *Abrg /f2 = 2.22Fu * Abrg /2.22 = Fu * Abrg 6" = 4,875 Ib >2218 c) MOMENT CAPACITY OF BRACKET: S bracket = .105inA3 Mcap= S * Fbending = 0.105 * 0.66* Fy l / C= Mcap /.75 Fy= 50,000 psi P1= 0.83Mcap = 2,860 Ib <4875 SINCE BEARING GOVERNS P1= 2,218 Ib MOMANT CAPACITY OF CONNECTOR 3" J, Mconn. cap. = 6.5 *P1 +3.5 *P2 +0.5 *P3 = (6.5 *22181b +3.5 *11941b +.5 *171 Ib) = 18,679 in -Ib Mconn. seis.= Mconn.x1.33 24,843 in -Ib Mupper Mconn "L" Mconn "R" 1 • Mlower S BRACKET = .105A3 1 -1/2" C = P1 +P2 +P3 = P1 + (3.5/6.5)P1 +(.5/6.5)P1 = 1.62 P1 P2= (3.5/6.5)P1 = 0.54 P1 = 11941b P3= (.5/6.5)P1 = 0.08 P1 = 171 Ib INC. MATERIAL HANDUNG ENGINEERING TEL (909)869 -0989 ■ FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT, FOR SHEET NO. TALLEY SERVICE CENTER NORTHWEST ERECTORS 14 OF 17 CALCULATED BY MIKE DATE, 9- 23- 1996 TRANSVERSE ANALYSIS :BRACING :TYPE 3 R 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 di ag. = [(L- 6),24D- 2* Bcol) '2]'5 = 50.9 Vdi ag =Vtrans * Ldi ag. / D = 720# ki /rmin = [ 1 * 50.9 ] / .404 = 126.0 Fa = [12T>l '2Ey[23(kI /r) '2] = 9403 psi . fa /Fa =Vdi ag/(Area* Fa) = 0.27 Jr-- D= 42" DIAGONAL AND HCRI ZONTAL BRAG NG Im-- w ----1 r 1 1 • 1 I TI Area= .288 "i2 rmin= .404 " t= .0747 " j W= 1.5 " H =1.25" rtirreliall INC. MATERIAL HANDUNG ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. CALCULATED BY TALLEY SERVICE CENTER NORTHWEST ERECTORS 15 OF 17 MIKE DATE 9-23-1996 OVERTURNING :TYPE 3 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2237.7.1 OF THE 1994 Uniform Building Code FULLY LOADED TOTAL SHEAR = 594 lb. Mot = Vtrans * ht * 1.15 =594* 107* 1.15 = 73774 i n.l b. Mst = E(Wp+.85wDL) * d/2 = ( 4000 +.85 * 320) * 42/2 = 89712 i n.I b. Puplift = 1(Mot - Mst) /d Pupl i ft = 0 NO UPLI FT TOP SHELF LOADED SHEAR = 148 lb. Mot = Vtop * h * 1.15 =148* 144* 1.15 = 24591 i n.I b. Mst = (Wp+w DL) * d/2 = ( 1000 +.85 * 320) * 42/2 = 26712 i n.l b. Puplift =1(Mot - Mst) /d Puplift = 0 NO UPLIFT L 2 59# • ,` 42" 4 USE 1 ea. 1/2 x 2-1/4 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 2-1/4 MIN. EMBED. = 550 I b. PULLOUT & 1500 I b. SHEAR COMBINED STRESS1 = 0 / 550 + 297 / 1500 = 0.20 COMBINED STRESS2 = 0 / 550 + 74 / 1500 = 0.05 INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT, TALLEY SERVICE CENTER FOR NORTHWEST ERECTORS SHEET NO. 16 OF 17 CALCULATED BY MIKE DATE 9- 23-1996 BASE PLATE :TYPE 3 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 =3916 Ib. B =3.25 in. D = 4.25 in. t =.125 in. b =3 in. b1 =.125 in. P/A = Pcol /(D* B) = 283.5 psi. Mbase = w1/2/2 = I '2 /2(fa) Mbase = 2.2 i n.I b. Sbase =1 * tR /6 = 0.003 in./9 Fbase = .75Fy * 1.33 =36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = 0.024 Pcol bl --- b -14 bl INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR, NORTHWEST ERECTORS SHEET NO. 17 OF 17 CALCULATED BY MIKE DATE 9- 23-1996 TALLEY SERVICE CENTER SLAB AND SOIL :TYPE 3 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 * Pcol + 1.7 * (Mot /d) = 6,010 lb. Fpunct = 2 *sqrt(f'c) = 89.4 psi. Apunct = [(w +t /2)+(d +t /2)]* 2 *t = 125.0 i n.'2 fv /Fv = Pmax/(Apunct*Fpunct) = 0.54 (b) SLAB TENSION Asoi I =Pmax /(1.33 * fsoi I) = 4.51 ft. /2 = 649 in./2 L L = sgrt(Asoi I) = 25.5 i n. B = sgrt(w *d) +t = 8.7 in. b= (L -B) /2= 8.4 in. Mconc =wb '2/2 = (1.33 *fsoil *b /2)/(144 *2) BASE PLATE = 325.1 in.Ib. w = 3.25 in. Sconc = 1 *t12/6 = 4.17 in./9 d = 4.25 in. Fconc = 50 *sgrt(f'c) = 201.25 psi. CONCRETE fb /Fb = Mconc/(Sconc*Fconc) = 0.39 t = 5 in. f'c = 2000 psi. SOI L fs =1000 psf. ?xu,:;:' ;. •S' ge.7 .06,7h1i Saq. +3:s .,:tV;iirSZI'v'.WSKZ.rr- ti!; ? �.JL%S:r�33'.,.4:: St9AkYvoivoi2!Sesan^ :r.L. A4`. City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D96 -0029 (511) Thomas P. Keefe, Fire Chief October 8, 1996 Re: SC1T - Mannesmann Tally Corporation - 1083 Andover Park East, Building #1 Dear Sir: 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 "A11 Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain Fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 3. 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) 4. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 5. In double row racks with heights of storage up to and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 b •;:s :&.;;,,fr;:::.'t?.:i °,F . 1.:.. :1,:"c.'m4,..Iiii,;iyl,a+o-:sw:t .39fi6.h7Xtalr wntt ..Sena•?lYte?iPVfi4:.v.m.hMt.Z +tsecnr.ki.K' :2=7P`F" `:. V./ ).n^onifl'LGaYms- m:xorriv5.: 7.'Y1 C. City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 6. 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) 7. 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) 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. A Al Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 575 4439 City of Tukwila Fire Department Page number 3 Yours truly, John W. Rants, Mayor The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 tXt*. iftAfsPJ+. erolsewfn+. nMnuinw�t» oiirrw�a ..+r...,mwmiw.w..nrxon+r.. C City of Tukwila vn�wuw. ea4wraww ..s+..ruev..w....116n4.,w.1. . FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director October 4, 1996 Mr. Joe Holden CNA Architectural Group 3500 Carillon Point Kirkland, Washington 98033 Dear Mr. Holden: SUBJECT: Development Permit Application Number D96 -0029 SCIT - Mannesmann Tally Corporation 1083 Andover Pk E, Building 1 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 2, 1996, was reviewed at the October 3, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Ate Avo Kelcie J. Peterson Permit Coordinator SFile: "D96 -0029: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 SENT BY: 9- 9 -96 ; 13 :*49 ; 9411010344 c EXHIBIT "Re CNA COWAN 1 ES-, 206 852 8635 ;# 3/ 3 'til&T. ma= or Ta SONTIMSZT WARM or Zf1 •00TINAST yawns or SWIM 1 M1i7Z! 23 morml, RAM 4 meat, Vtt ans223 IO RIDIa1. 1st Halo • aOmmr. �MIIi02I, • MSOC IRO as *IMPS . sso :lmma ar TOR sorrtelsr mom or am aoorallior 00012114 or Oorsor 2f, Is m= wino 17•44•Os• Isar awns ems sow= rasa or Salo aortsraaT Osalesatu or Isassatt 2s, a OI1*Altet or •1+4!.41 filer Tasact Haulm 03.47.13• WT. a DI Mulct or 284.41 nor TO ri1B Tam foislt or azonnaior =NCR 00 *X'.IOIIlQ SORTS 01•47'25" !AST i ammo o 00 .314.14 Wt# TM= ammo >t cows A m uear. 21101314 >t 1301411 ar 300.00 MOM AR ARC DUMAMC= or 60.34 MT, ilA)OOM a =TAM AWLS Or 11•11•14• TO 1110 wows LON 01 1ar'!MC>NTfll /*AUSTRIA& roguE, TOM IRS MIMI LIA ar =Alf C1OTa111 TRACT nslaaaam 1* afaL 111311 wornatT ammo, nowt =comma mono 40347/4/ Is1MCC Soso= 11'12'31• slur ALCM SATO IIORT1 MR 01 aoorocskLTA IMOUSTIsa -. TASK. A nZST1►nc1 or 474. S7 Eater To Tim oast 1rimia 0? 01m9w= IPARZ Bias, TOME Sou ITIAIR BLS mum h coma= =I LITT GI SAID WI? isio 1, sus X11 or im.tca WAS soa 1.09'36' RUT 1IV1lR a Mtn or 330.00 UU, AR ARC DZITAUCs OF 109.71 rMar. =ROWE a cars7u2. 414141I Aar I!•02815011 TUIICZ saws 01.47.20• rIIT Me ISo SAID MIT WOO= Or moon* nu sw?, 3 DISTAIICi Or 344.01 TUT TO UV SoRIONSIST OD * Or 1 MCI et Salle o0MPi!!0 To rosor Jolt 1om?, IMC. 1117 D>lD AOO111111 atlill 10700101110 IMIONS2 7105200140p TIE WLII 11Oa 1 S1•011'21' asst ALONG nonce LIM or Iiuo >3 *ialott 04ar, MSC. TRacT, A DYM?AMCC or 470.00 rtt? To Tom TAGS fotllS or onoiroiN0. FILE. c2 : ---� .., 910-0029 neoFivED CITY QF TUKWILA OCT 0 1 1096 1- iiimrt CENTER 206 -852 -8635 NORTHWEST ERECTORS 141 P01 OCT 16 '96 10:58 11 134rd DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HE(IEON IS REGISTERED AS PROVIDED BY LAW AS A CONB1 CONT : ;.OENERAt. • Ei`il' *CYlYE DATE NOl1 NN {t;:' R *Ch'ONS INC P 0 $OX';V2,1: KENT''W4 '9b03 =0921 121!1/ i STATE OF NNSHMIGTON F1125-0112.000 ca-wZZ RECEIVED CITY OF TUKWILA OCT 1 6 1996 PERMIT CENTER 52-0' 5P -0' 52' -0' EMMII == I ®I® • T • to =u' 4 42: o O O T LP p(i6-W9 the Plan Check ..indom�5s'0 ,rn`�epV... i1ho�Ite the vloletlan '� . �Irdlnance aeCe,P' ei -�� ..,.,,�c�ved Plans ncknowleC<� o.,r.,.. Ian. __SM� —(►� CNA Consulting, Engineering, Information Technology, Facility Design /Delivery, and Project Management CNA Industrial Engineering 3500 Carillon Pant Kirkland, Washington 98033 206-822-6700 206 - 828-9116 Fax MANNESMANN TALLY TUKWILA WASHINGTON 063 4,0oow1ER. Pack• e gLfl No. Date Item Revisions 0 "T'P6 of RA.K Project No. XXX Date 9/6/96 Drawn By JHW Title XXX Sheet No. RECEIVED CITY OF TUKWIUi OCT 0 2 1996 M H — 1PERMIT CENTER