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Permit D98-0433 - TIERRA SOL (EXPIRED)
18436 Cascade So., Unit 100 Tierra City of Tukwila t WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 788890 -0030 Address: 18436 CASCADE AV S Un: 100 Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: KENT Wetlands: Contractor License No: NORTHWH275JF Permit Center Authorized Signature: DEVELOPMENT PERMIT .0 South: .0 East: .0 West: .0 Sewer: . TUKWILA Slopes: N Streams: Permit No: Status: Issued: Expires: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D98 -0433 ISSUED 01/14/1999 07/13/1999 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS /AFA OCCUPANT TIERRA SOL 18436 CASCADE AV S, TUKWILA WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, .KENT WA 98032 CONTACT TOM.FROSLAN Phone: 425- 255 -0500 1100 SW 7TH, RENTON WA 98055 CONTRACTOR NORTH WEST HANDLING SYSTEMS INC Phone: 206 -0500 1100.S.W. 7TH STEET, RENTON, WA 98055 *********************************** k*• k * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Permit Description: INSTALLATION OF RACKING. ********** 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 . 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: $ 280.46 *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** a2- Date: 1 "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 development permit. Signature: Date: /hi/ Print Name: /Dm. fl'e$ 4, 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. • CITY OF TUKWILA .• Add 18436 CASCADE. AV S Un : 100 Permit No: D98-0433 Suite: Tenant: Status: ISSUED . Type: DEVPERM . Applied: 12/29/1998. Parcel 4 788890-0030 Issued:'.. 01/14/1999 44****************************k******************41****-k******************** Permit Conditions: 1 . No changes w i l l be made to the plans unless approved by the Architect or Engineer and tile.-Tukwila Bui I ding Di v i ion. 2. All permi ts , i nspect i onreC004a)A plans shall he • available at the job site prior to the-stal^:tof any con- . . struct i on . These 6dOCuipen t s a re to be ma i ntal:nek.:And - a v a i l - a b l e until f triall'ilSpec.0,on 'approval is (14-an ted A'., 3. Bolts i nsta 1lVd'-') n.. shal be ,,speC1 ( UBC Sec. ,.17.01'. 5 :4 ,.,2. ly' !. r. 4 . When specXiT i n s p e c t i o n is ...requi '''eittw the owner arch i teritor , shall not tfY the Tukwi 1 a aBuild t 5. ' . ' i 4 , ;- , - : - . '.. s i The ,...S e.1J i ns p e c to 'S'ha 1 1 S 0 lit i t a fInal i an ed rp 6 Di viiiOti:',Of j aPpO 1 ntment of the Inspect i on agencies: p - , „. .. , ,--, the f,i b u i l d i n g g' 101. CoOes of al 1sp eOlij inspe,00on shalX°b teed to the Ball din4 , Divtqon Tivi. t ii . p c on sha 1 1 con tO r0:addie s6 . pro i*ct .r permit t number An type ot inspeciio6 b 0119P ,,, , . 7 4. performed -- ? ,- ' --- -,:--' - ; .,,, ar stating whether the work 'r„equ t In§ inspection to the bes of , -,:t-he:i. 6 . s y ec t * O . r sY 1‹ nii$41 psi§ e ,:_,..:f•ri co n f 0 r Ma n0, with ! appi pjAns s0e0f i:at ip6S-:40:! the appl i,cab le yi " wo rkmans hi p 0rof . F - S,IpnS' - af/tty.e , „ aB t: :4, -'' e ,4 6 . A l l 'i'..4::qn.....4 tro c t A on ' t:0 be '10h?'. with approved. plOS and requireaen'ts- the 012661) 7B u414tpa Code:, (091 Ed i tlon Y As:;:athended, Uniform Me'bil:ani.eali-Cde 2 :( 1 997,..:1ditAdh). i andNashInatontate Energy Code ;(1 4i ....'-..3t- • , ,„ - .-- \ .,...0. 7. Val i'dtty '",C) , Permit. The issuance Of 06 pep1O-V'or . pf# planic!..f..specificitions, and computations shal)j not be c6A- strue*b0 be a permit for or an apipOval of violet of any of. the'provl 'Sj pns of th 1 dina or 9f any 'V . other di,if tpanettif the. . jurisdiction. No permit .e.piteSum;thi/ to give auttia.r1 tyio'.,.violate': or cancel yi,e, ,; 1: =1 code shall be.,, valid. 0 - ., , • ... .. _ ''' -, Z..0! ''.. ,,,,v , ! i:,: L1 0 ::, ,: )• ,Y '''.',' fl P 4ri A ...4. Project Name/Tenant: / 1e Y r17- -4 I- Value of Construction: vei. Will there be a change of use? ❑ yes I� no If yes, Site Address:_ /3 5 City State /Zip: e4sei.,,,le- rhAm -,44 1....-,4 Tax Parcel Number: , - /J 'J Property Owner: / /1i u/ Building Square Feet: 4 e i ing Phone: 1/.75 - 4 - • yi v v Street Address: zeo — /l2 t ti City State /Zip: 4ve �E Kr /fi et/uc car} `1.--P° / Fax #: 1 - 42s - - 95 ~ /7/ z, Contractor: 4/u - i . 4 ,./. S , /�,- J II-, r S k.r S Phone: 1 1; ..c - d ,S,S - o S-v v Street Address: / / e V S64' City State /Zip: 2 rh ,IG[, fi r � w e y 1 e'S Fax #: Yoh .s - a at e- 6 �! �{ Architect: /- /A Phone: Street Address: City State /Zip: Fax #: Engineer: .S -c - a /I.,, -,ZhG, Phone: yve7 ,6 c1 -oly Street Address: /61 ,*7'li City State /Zip: - I'G S`. R m'Het Lei / /7& S-- Fax #: Y ,CO l a & Contact Person: / o hA 11 7 - -S /4 Phopnpe: 4--ld S - d .-S — a ,s'u u •. Street Address: l/ el) lc City State /Zip: 7 r'` ge.,-4,) , �.4 9.oss Fax #: 1 d s - ,3 - (f — 6 y `f 6 Description of work to be done: ip -2,- v ,�, (33) I1 14,t3 ,A /let }e- c, e- !c ,), • f-43 S v C ,H l4- (5 v1 Gc rG, ' c f , /C , Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other - Restaurant Multi- family Warehouse ❑ Hospital Proposed use: ❑ Retail 71 in , ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /Universit El Other Will there be a change of use? ❑ yes I� no If yes, extent of change: (Attach additional sheet if necessary) ,r Will there be rack storage? L`7 yes ❑ no Existing fire protection features: sprinklers C automatic fire alarm ❑ none ❑ other (specify) - /J 'J Area of Construction: (sq. ft.) Building Square Feet: 4 e i ing Will there be storage of flammable /combustible hazardous material in the building? ❑ yes L`T no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF WI/ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main ❑ Land Altering ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous CTPE12M1T,DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOL'LOWING: (Additional reviews maybe determined by the Public Works Department) Size(s): cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): to vault) #: 0 Cut ❑ Curb cut/Access /Sidewalk Project Numbsr:- Permit Number: ❑ Flood Control Zone ❑ Hauling Est. quantity: 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 application accepted: /z -zg - i6 Date application expires: 29 7 Applicatio taken by: (Initials) I T PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: /L J, i it // Print name: ,,- �Lw� �7— �s'1tH Ph ne: �l S� �?S� v SUG Fax #: I-/J4- 6e -/ g/4 Address 1 /4„i, �Gv ' 7 / '1, A, r .�,, t� fl �j� S'� City/State/Zip Y P ALL COMMERCIAL/MULTI- WY TENANT IMPROVEMENT /Al ATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE FO 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 ❑ ❑ 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 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). ❑ Er 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 ❑ 0" 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. ❑ El Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ El 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 THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPLRMIT.DOC 1/29/97 *A***** A********* A** k A*****. AA***** * *A* *1. *Aii *A.F *4. * **.••A * * *i *A *vk CI'ry OF TU1KWILA. NA TRANSMIT •:tai * *A * *• gar* • *A.i* • * *ht 1 *Airiti. *Iv * *ik*ir* *• * *114.14 *A fi*nicici • *4.*** * * ** TRANSMIT Number: R9800006 Amoltnt: 171.75 01/14/99 13427 Payment Method: CHECK Notation: TOM ri ?OSLAN Iriitn TL.A. " •Account Code 000/322.100 000/386.904 Permit Noz D388 -0433 Type DEVPEkM DEVELOPMENT PERM]:T 'P,arcel No 788890 -0030 Site Addr'esrac 18406 CASCADE 'AV S St: 7 1: . Un: 100'. Total riles 240..4E This Payment 171.75 Total ALL Pmts:. 280.46 Balance:. . .00 * * *A.*Ak * *A *A *•A *A ** * *A** *• .); ** *•A **A * * *A * * * * *** * *Ah• * * *A * **A*A* Desc:ri pt i ors. Amount BUILDING - NONiiES 167.25:. STATE BUILDING' SURCHARGE 4.50 • 9470 01/19 9717 TOTAL '..171.75 4A, <. 7 i• 4. * *•L•. *Ak* **11** ***0.k4** *A * ** ** *4*• a**• k *:k* * * *.*i•� *A *** *A *• *• *4 ** 4 :t* CITY Or TUKWILA, WA TRANSMIT *• k ***f * **** * *A * *** k** ***A k #. **4 %*:1* *4 * ** ***** *** *a* TRANSMIT . Number: R9700887 Amount: 108.71 12/2'.4/98 09:2 Payment Method: CHECK Natation: NORTHWEST HANDL' ]mitt BLH Permit Na: D98-0433 Type: DEVPERM DEVELOPMENT PERMIT Parcel Now 788890 --0010 Site Address: 18436 CASCADE AV S St: Fl: Un: :100 fatal Fees: 290.46 This Payment 108.71. iota] ALL Pmts: 108.71 Balance: .. 171.7; *A **•k***** **f **** *k k:4 * * *' *A*•k* *•k* **(r 401 *•*A* **k•ti*****••1*** * * *A* Account. Code •iierc:•r i pt i are Amount 000/345.830 PLAN CHECK 1Ot4RES 108.71 8950.12/30 9717 TOTAL 108.7,:. COMMENTS: 4 ,e. Typeo Inspection: d r p ree.cf1.51WS K'/4z Date ctI5 asp ie /licit e*.477971./.0 , Date wae /(9.8 co . a. D citly,,i ,,,_ 4,4-/, g / Phone: (rmzeit Gf..7 ige.9,16 1 • 40 /49-vi pc GocL Rot-7 E2. gc,,eiea.. V&A iFti '' E ffo-b/hPE 5 Peopm 641> mit-4.(7 3 L4-7J. ' • .. . 1 :2 ‘1 ,0 e 1 / 7- )(0/64172e0t( ,P4A. Project:,- ' r err ‘3)/ () Typeo Inspection: d r Address: caccaele Ae Date ctI5 asp Special instructions: ,....c Date wae /(9.8 co . a. Reter ques-an/ /e A o Phone: 111 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Ins INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,\WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: ORD El $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 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 PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEISMIC ANALYSIS OF STORAGE RACKS FOR . TIERRA S OL 17500 W. VALLEY HWY. TUKWILA, WA JOB #98 - 1645 APPROVED BY ARIZONA NEW M OCO CALIFORNIA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MISSOURI WASHINGTON NEVADA ALASKA RECEIVED CITY OF TUKWILA DEC 2 9 1998 PERMIT CENTER pq&0433 • 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX :(909)869 -0981 r SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TIERRA SOL FOR SHEET NO. 2 OF 14 CALCULATED BY SAL DATE 12/23/98 DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDI NAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL E€1'0 •8PQ 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 I S.TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE E BUI LDI NG CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WI THOUT ANY FIELD WELDING. SEI ZMI INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TI ERRA SOL FOR K i SHEET NO. 3 OF 14 CALCULATED BY SAL DATE 12/23/98 PARAME I ERS: 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 TIERRA SOL FOR NWT-) SHEET NO. 4 OF 14 CALCULATED BY SAL DATE 12/23/98 CONFI GURATI ONS 21 TYPE 1 s / 6" 5,000 lb. 4 5,000 lb. 3 5,000 lb. 2 5,000 lb. 1 �`-- 96" # 136" - 7' • 1 10,200 lb. 23,993 in.lb. 25,320 in.lb. <- H.D. caln. 2 7,650 lb. 2 2, 647 in.lb. 22,130 i n.I b. <- H.D. carp. 3 5,100 lb. 17,614 in.lb. 15, 840 i n.I b. <- H.D.'ccnn. 4 2,550 lb. 10,065 in.lb. 7,033 in.Ib. <- ..H.D. corn. TYPE 1 DESIGN LOAD = 5000# BASE PLATE COLUMN BEAM 4 j 8 X8 X.5 Mbase = 23992 i n.I b. V COLUMN 3X3X11GA(LU79) STRESS =1.17 V 5- 1/8x2- 3/4x 14GA/597H MAX LOAD /LEVEL = 6,140 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.67 # OF ANCHORS = 4 HORIZONTAL . j 1 1/2X1- 1/2X14GA STRESS = 0.38 DIAGONAL . / 1 1/2 X 1- 1/2 X 14 GA STRESS = 1.03 J PUNCT. STRESS = 1.05 BENDING STRESS =1.31 INC. ,. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TIERRA SOL FOR NV IS SHEET NO. 5 OF 14 CALCULATED BY SAL DATE 12/23/98 TYPE 1 SP ECI Fl CATI ON - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM - FLOOR SLAB 6" X 4000 PSI. REINFORCED 2 - SOIL BEARING PRESSURE 1600 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. SECTION AXIAL FORCE 5,000 lb. 4 5,000 lb. 5,000 lb. 2 5,000 lb. 1 1 936:.4 " 0." 468# --p 4 " 234# • 3 " .F 96" --- 4' Iu= 96" MOMENT BEAM MOMENT 36 " �f 595# 297# 1 = 894# SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 • 161 ATLANTIC STREET • POMONA • CA 91768 TI ERRA SOL PROJECT FOR NWF SHEET NO. 6 OF 14 CALCULATED BY SAL DATE 12/2398 LOADS & DI STRI BUTI ON :TYPE 1 1 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA ) DEAD LOAD PER SHELF LIVE LOAD PER SHELF = WII = 5,000 lb (BASED ON CLIENT SUPPIJED DATA) DEAD LOAD PER SHELF = Wdl = 100 lb TOTAL LOAD PER FRAME = 20,400 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V = ((2.5 xCaxl) /R)xWtotal Wtotal = (WII + Wdl) x n n = # of shelves Seismic Zone = 3 I = Ca = 0.36 R(long) = 5.6 R(trans) = 4.4 Soil Coef. = Sd = wLL. = wDL 2 LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 2342 lb w/ working stress reduction Fi = VWhi / EWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 = 2981 lb w/ working stress reduction Fi = VWhi / EWh TOTAL FRAME LOAD = 20,400 I b. 6" 4 " 4" 4 " 5,000 lb. 3 5,000 lb. 2 5,000 lb. 1 5,000 lb. 936# 96" Iu= 96" 4" 36 " - k 702# 468# y 234# 1 =gi 893# 595# 297# 4 SEIZMI C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TIERRA SOL FOR N IS SHEET NO 7 OF 14 CALCULATED BY SAL DATE 12/23/98 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). VI ong = 2 * Vcol = 2,341 I b. Vcol = 1,1701 b. F1 = 1171b. F2= 234Ib. F3= 3511b. F4= 468Ib. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 23992 i n.l b. Mupper + MI ower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Ml ow er Mconn = [ Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 10200 23992 2 7650 22646 3 5100 17614 4 2550 10065 Mconn 25319 22130 15839 Mcoon "L" M lower J1l � r Mupyer v B BLAB Mconn 4t' p" SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 TI ERRA SOL NWF^ SHEET NO. 8 OF 14 CALCULATED BY SAL DATE 12/23/98 PROJECT FOR COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. Pmax = 10,200 lb. Mmax = 23,993 i n.I b. Kxlx /rx = 1.2 * 41 / 1.2157 = 40.5 <- GOVERNS Kyly/ry = .8 * 49 / 1.0665 = 36.8 Cc = (211 '2E /Fy)'.5 = 102.0 SINCE KI /r Cc, Fa = .522Fy - [(kI /r *Fy)/1494]/2 = 26,490 psi. fa = Pmax /Area = 9,910 psi. fb = Mmax /Sx = 23,529 psi. fa /Fa = 0.37 >.15 F'e = 12Tr /2E /23(Kxl x /rx)'2 F'e = 91,174 psi. Fb = .6 *Fy = 33,000 psi. Cm* fb /Fb[1- fa /F'e] = 0.80 COMBINED STRESS = 1.17 A - 1 C SECTION PROPERTIES A= 3" B = 3" C =.75" D =0" E =0" Wt= 3.635# t1 = .1196" t2 = 0" Area= 1.0293"A2 Ix = 1.5295 "M I = 1.1708 "M Sx = 1.0197 "A3Sy = .7465 "A3 rx = 1.2157" A2ry = 1.0665"Q 43" 41" Front View Side View B 49" 49" SEI 1 11 %41 11 . 11411111111 1 INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TIERRA SOL FOR ^. yS SHEET NO. 9 OF 14 CALCULATED BY SAL DATE 12/23/98 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 i n. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 Imax = 3150 *b /Fy = 158 in. SINCE !max > I act Fb = .60Fy = 33,000 psi MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = w1/2/8 = 41448i n.I b. CAPACITY = 2(8* M/ I) = 61401b. 2) MAXI MUM ALLOWABLE DEFLECTION (L/180). L1= 5w /4/384EI CAPACITY = 2[(384EI)/(5* 180* 1 /2)] = 91851b. MAXI MUM STATIC LOAD PER LEVEL I S 6,140 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstati c= wIA2 /8 = LIVE.LCAD *L/(2 *8) Mallow(static) = Sx * Fb M i mpact = 1.12 5 * M stati c Mal I ow(sei smi c) = 1.33 * Sx * Fb Msei smi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal I ow Msei smi c Mal low RESULT 1.125 Mstatic (static) (seismic) 1 30000 33750 41448 25319 55263 GOOD 2 30000 33750 41448 22130 55263 GOOD 3 30000 33750 41448 15839 55263 GOOD 4 30000 33750 41448 7032 55263 GOOD Sx= 1.256in.A3 Ix = 3.363 in.^4' " SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TIERRA SOL FOR NWH' SHEET NO. 10 OF 14 CALCULATED BY SAL DATE 12/23/98 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 "2rr /4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) 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 " ^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 "# Mupper Mconn. Mconn. Sbracket = .110 " ^3 BEAM TO COLUMN CONNECTION C Mlower C =P1 +P2 = P1 + (.5/4.5)P1 = 1.11 P1 1/2" " SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 . 161 ATLANTIC STREET • POMONA • CA 91768 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 di ag. = [(L- 6)/2+(D- 2* Bcol )/2]/.5 = 52.4 Vdi = Vtrans * Ldi ag. / D = 4338# kl /rmin =[1 * 52.4 ]/.488 = 107.4 a =[12n '2E]/[23(kl /r) /2] = 12936 psi. fa /Fa =Vdi ag /(Area* Fa) =1.03 TI ERRA SOL Ny - 11 OF 14 CALCULATED BY SAL DATE 12/23/98 PROJECT FOR SHEET NO. DI= 52.4" D= 36" A. DI ACIAL AND HORIZONTAL BRACING w L= 49" Area= .325 "A2 r mi n= .488 " t= .0747 " W= 1.5 " H= 1.5 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2231.7.1 OF THE 1997 Uniform Building Coda FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 2978 1 b. Mot = Vtrans * ht * 1.15 = 2978 * 128 * 1.15 = 441899 i n.I b. Mst = I(Wp +.85wDL) * d/2 = ( 20000 +.85 * 400) * 36/2 = 366120 i n.I b. Pupl i ft =1(Mot - Mst) /d = 2104 lb. < CRITICAL SHEAR = 744 I b. Mot = Vtop * h * 1.15 = 744 * 172 * 1.15 = 147299 i n.i b. Mst = (Wp +w DL) * d/2 = ( 5000 +.85 * 400) * 36/2 = 96120 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 1421 I b. 4 " 4 " 4L fi 36" 89 # 595# 297# USE 4 ea. 1/2 x 3-1/2 MIN. EMBEDMENT MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 MIN. EMBEDMENT = 1125 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESS1 = 2104 / 4500 + 1489 / 7360 = 0.67 COMBINED STRESS2 = 1421 / 4500 + 372 / 7360 = 0.37 r SEI ZMI C 1 INC. MATERIAL HANDUNG ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TI ERRA SOL FOR NWT 1 "L 14 SHEET NO OF CALCULATED BY SAL DATE 12/23/98 SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT TIERRA SOL FOR IS SHEET NO. 13 OF 14 CALCULATED BY SAL DATE 12/23/98 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 = 10200 I b. B = 8 in. Mb = 23992 i n.I b. ANCHOR TENSION 1Mo =0 T* d2= [Mbase- Pcol * b /2] T = Mbase /d2 - Pcol * b /2d2 T = 1931 lb. D =8 in. b = 3 in. P/A = Pcol /(D* B) = 159.3 psi. M/S = Mb /((D *B/2)/6) = 281.1 psi. fb2 = 2b /B *fb =175.7 psi. fb1 = fb-fb2 =105.4 psi. Mbase = wb1 '2_/2 = b1/2/2[ fa + fbl + .67f b2] Mbase = 1193.6 i n.I b. Sbase = 1 * t/2/6 = 0.0417 i n. /3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase/(Sbase*Fbase) = .79 t =.5 in. b1 =2.5 in. fa b1 b B b1 r S EI ZMI C 2 INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 • 161 ATLANTIC STREET • POMONA • CA 91768 TI ERRA SOL NWHC 14 SAL PROJECT FOR SHEET NO. CALCULATED BY OF 14 DATE 12/23/98 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 * Pcol + 1.7* (Mot /d) = 35,147 lb. Fpunct = 2* sgrt(f'c) = 126.5 psi. Apunct = [(w +t /2) +(d +t /2)]*2 *t = 264.0 in.'2 fv /Fv = Pmax/(Apunct*Fpunct) = 1.05 fb) SLAB TENSION Asoi I = Pmax /(1.33 * fsoi I) = 16.48 ft. /2 = 2,372 i n. /2 L = sqrt(Asoi I) = 48.7 i n. B = sgrt(w *d) +t = 14.0 in. b = (L- B)/2 = 17.4 in. Mconc = w b'2/2 = (1 .33* fsoi I * b'2)/(144* 2) = 2,230.8in.Ib. Sconc = 1 *t/2/6 = 6.00 i n./3 Fconc = 50 *sqrt(f'c) = 284.60 psi. fb /Fb = Mconc /(Sconc *Fconc) = 1.31 B BASE PLATE w = 8in. d = 8 in. CONCRETE t =6 in. f'c = 4000 psi. SOI L fs = 1600 psf. August 3, 2001 Mr. Tom Froslan 1 100 SW 7 Renton, WA 98055 RE: Permit Status D98 -0433 18436 Cascade Avenue South Dear Mr. Froslan: In reviewing our current permit files, it appears that your permit for storage racking, issued on January 14, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. 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 after the work is commenced for a period of 180 days. 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, City of Tukwila Department of Community Development Steve Lancaster, Director • -A: C.0 9, /et - - c ' Stefa Spencer Permit Technician Xc: Permit File No. D98 -0433 Duane Griffin, Building Official Steven M. Mullet, Mayor 6300 Soutlicenter 13oulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206.431.3665 February 16, 2000 Tom Froslan 1100 SW 7 Renton Wa 98055 RE: Permit Status D98 -0433 18436 Cascade Ave S Dear Mr Robinson: City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for storage racking issued on January 14, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. 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 after the work is commenced for a period of 180 days. Based on the above, if a 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, Bill Rambo Permit Technician Xc: Permit File No. D98 -0433 Duane Griffin, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 PLAN REVIEW /ROUTING SLIP Permit Coord. Co ACTIVITY NUMBER: D98 -0433 DATE: 12 -29 -98 PROJECT NAME: TIERRA SOL XX Original Plan Submittal Response to ;Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division S_ Public Work DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete in Comments: TUES /THURS ROUTING: Fire I re vent i on i wC Structural � ❑ Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) V'R•ROUTE.DOC 6/98 Planning Division Permit Coordinator . DUE DATE: 12 - 31 - 98 Not Applicable ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 - 28 - 99 Approved Li Approved with Conditions Li Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE. Approved ❑ Approved with Conditions j Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: City of Tukwila Fire Department Fire Department Review Control #D98 -0433 (512) December 31, 1998 Re: Tierra Sol - 18436 Cascade Avenue South, Suite #100 Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) 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 review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 4439 City of Tukwila Fire Department Thomas P. Keefe, Fie Chief Page number 2 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. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. 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) The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Yours truly, cc: TFD file ncd City of Tukwila Fire Department Page number 3 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) Racks designed for high -piled storage must comply with section 2207 of The Uniform Building Code. Please contact The Tukwila Building Department for details pertaining to design and installation standards. 6. 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. The Tukwila Fire Prevention Bureau John W. Rants Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 JAN -14 -00 02:11PM FROU NORTHWEST H, NOLING • ♦ rai•oz000 cal f6:S-0S:000 { iA7) DEPARTMENT OF LABOR AND INDUSTRIES 425- 228 -6046 T-133 P.02/02 F -885 REGISTERED AS PROVIDED BY LAW AS CONBT CONT GRAL • I T..x.11 EXP. DAM NORTH WEST HANDLING SYS INC. 1100 SW 7TH ST RENTON WA 98055 -2939 Detach And DigIay Certificate . REGISTERB>D AS PROMS = BY LAW AS CONS? CORP ONNERII. • . =GUT: GUT: ',# - ' n 71SP. ".Pa 110$111011127 10/011111W DOTE. .• :0$/06/1973 '- F II 1100 { Signature Issued by DEPARTMENT OF LABOR AND LNDUSTRI�S Please Remove And Sign Identification Card Before Placing In Billfold - / 1 5/8" 1" 1 3/4" / 5 " " 7 a J \,,, VIEW \��, / 'B': 9 7/16 4.. "0 STUD < \� II ® ki < ® B 3/8" ' C>o ® to 5 1 1 5/8" 0 i TYP. \ • /8" r. 14 GP ` li Q i / lip 00 1/8" i 1 .. ::: . 3" APPROX. 3" APPROX. GA ,, O r O Ili" � ' I i . 1/8 1 114" TYPD' BEAM WELD TYPE NOTE: ALL WELD =1/8 "THK. 1100 A 597H BEAM � A TYPICAL BRACING VIEW 'A': i M i CONNECTOR I ■ a / GENERAL CONFIGURATION ' _ - Ill + " • ' . • k NOTES: TO COLUMN CONNECTION H.D. 1. STORAGE RACK DESIGNED PER SECTION 1630.2.1 OF THE 1997 UBC 2. STORAGE CAPACITY: 5,000# PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHOR HILTI KWIK BOLT II OR APPROVED EQUAL / 96" 49" -' _ ' • , 6. SPECIAL INSPECTION FOR ANCHOR INSTALLATION T 6 9. SOIL BEARING PRESSURE ` I�UIRED 1600 PSF 5 rn w rn cr) I 6 , tau. tV F ir v c � w w If C30 g CITY OF TUKWILA APPROVED JAN 1 1 1999 AS NO LED 43" 49" \ 43" 2'6" 49 \� 43" 43" 1 49 " l ♦ FRONT VIEW SIDE VIFW 8" a i STORAGE RACK ELEVATIONS • 1/8" 2 3/4" 5!8" 0 HOLES \ 0 g 11 GA — J 1 3 " 3 -1 /2" MIN. _ ' ■i— EMBEDMENT ' l,,tt _ ��� r - I 8 14 GA I, _ -. _'� ' � / �� �� j �! 1 :' EIZMI ' MATERIAL HANDLING 1/2' 3/4' A 3" 1 1/2" _ INC. ENGINEERING EST. 1985 POMO A, California 91768 Tel (909) 869 -0989 • Fax (909) 869 -0981 I I + T 1" TYP. 4 REOD PER BASE PLATE /8' 2" TYP. 1 /8 1 C CONTRACTORS LICENSE NO. F65374 SCALE ONE DRAWN BY Y.Y. THK. 1" TYP/ / t DATE 12/23/98 APPROVED BY SAL E. FATEEN I EXPIRES 4 -12 -2000 � DESCRIPTION STORAGE RACK DETAILS (INTERLAKE TYPE) 8" � 1 LU79 COLUMN ADDRESS TIERRA SOL 17500 W. VALLEY HWY., TUKWILA, WA DRAWING NUMBER 98 -1645A 2 BASE PLATE ; ANCH J HORIZONTAL & DIAGONAL BRACE F: \cad files \tom- f \tierrasol-1 dwg Tue Dec 29 08:33:31 199E mAn10 mull n T !f A - I tT1 © rn - LAYOUT AND ELEVATIONS 35 -0" 35' -0" 1 36X96 36X96 - co � 36X96 36X96 f 36X96 1L 36X96 II 36X96 II 36X96 U (, NORTHWEST T DIY C♦LEee $re?Ioy_J 1100 SW 7th STREET RENTON WA 98055 (425) 255 -0500 RENTON ANCHORAGE PORTLAND SPOKANE NOT PUBLSHED. ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS, AND IDEAS, .DESIGNS, AND ARRANGE- MENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PANT THEREOF SHALL BE RE- PRODUCED, COPIED, ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD, PUBLISHED OR OTHERWISE USED WITH- OUT THE PRIOR WRITTEN CONSENT OF NWHS.