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HomeMy WebLinkAboutPermit D01-039 - LANDSBERG - PALLET RACKDO1-039 Kent Landsberg 5835 Segale Pk Dr Parcel No: Address: Suite No: Location: Category: Type: Zoning: Con st, Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, s!riri tor, ':'8I88 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 352304 -9018 5835 SF_GAI.F_ AWSE DEVPERM Contractor License No: DEVELOPMENT PERMIT PARK DR C 001 North: .0 South: .0 HIGHLINE Sewer: SEPTIC Slopes: N NORTHWH275JF Fire East: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West.: Streams: (206) 431-3670 DO1 -039 ISSUED 02/26/2001 08/25/2001 WAREHOUSE 1997 SPRINKLERS .0 KENT H LANDSBERG 5835 SEGALE PK DR, TUKWILA WA 98138 LA PIANTA LTD PARTNERSHIP PO BOX 88050, TUKWILA WA 98138 ANDY EIOISSONNEAU 1100 SW 7TH, REN1ON WA 98055 NORTH WEST HANDLING SYSTEMS INC 1100 S.W. 7TH STEET, RENTON, WA 98055 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit; Description: INSTALL 232 BAYS OF PALLET RACK. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTACT CONTRACTOR Construction Valuation: $ PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Phone: Phone: Phone: (206) 575 -3200 425- 255 -0500 Phone: 206 255 -0500 .00 Meter Permits Listed Separate) Eng. Appr: N N No: Size(in): .00 N N Start Time: End Time: N Cut: Fill: N N Start Time: End Time: N No: N Private: N Public: N N N N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,574.89 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *A ** Date : _D_ D1 _ Permit Center Authorized Signature: The granting of cancel the pro or the perform development pf Signature: Print Name : _ NAe, (t _ !4.__ / U / yAte- p4 _ _ This permit shall become null and void 180 days from the date of issuance, or for a period of 180 clays from the last S t . I hereby certify that I have read and examined th 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 riot. this permit does not presume to give authority to violate or on of any other state or local laws regulating construction e of k. I am authorized to sign for and obtain this Date : Z zG/o/ if the work is not commenced within if the work is suspended or abandoned inspection. C. .1 Pr' ( ;r1- 1 i Acids' Pf\ki: H C. il•r.!r F ; r1r.: IP:: I : 1 rj rt : : 1 : r)FVPF.10•1 t\ ; (:(1: 027 4/ r:e 1 11 - O1 1 7 07:i. 4r)t ; ***ft **le Alt it—A k )4 4.'1 A /- 4. 1,- A- :I /—it trfi A ,1 ,/..* ***,‘ ,t. I, ■, A Per tryi t. Cr)octi t i ory.,: . kir) etartrIes w 1 1 be ir1: 1.1. 1 ' Lir 1 c•c, rig 1 neer ;-.Inr.1 1.1re • u w i 1 13t) i 1 r1 rig i v i . 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I ()cr.1 t "„.,E r Of ;JVi: 1 si 1 , ', 1 ; C)( 1 v i ; 1 - L11,7 Lit: 1 I d 1 cf.!qt..; '1 cwt.( r ‘') , rl; 3 . ) fig (1($ t 1 ■1"-0.; F ()1 ‘,.) 1 Li" K1 - 1 V (H.! 1C1C1 Lic i 1. 1 1 1`11):if: 1;11Y) n 11111/ 1.`t, rt.'C.;1,1 1 ';'1."4 i/V ;Ai) 1 81. A of rile 1; urn' f r . 1_ 1.11 k v 1 1 j f Hure;in tr.)r f urLrIt r ; ci 1 1 r , „( 14. :\n ;_lpproved hobe (;tatiLr, cf.!quirr: mt.vit ire Mars,1 fr)r ilt:;!Jrn pr (1 Ordioanee lt1901 Paekcs de r h;qh-piled , ,loroge ma-0, (.: wit.H :'207 or the in f31.Jidint_; PIF2w* tAre 'Tukwila H i 1 ri i ri Dep;,rtment rj t perl.:11(:ihg dec,ioo ;le!(1 -3tand,Ardci. 16. Refrain from hl()cvin,A ,, prinkier WiLh NVPA ',tandard it 1 i ii Lhi 1 ;ink/ , ,fielv; l iq (Jr rIF-e: (XGC:ti of 1 feet in width will require 1 n r, oi c.iprinkler!., thereunder. 1/. High-piled rombucAiblf: r:umf)w.:0611:: rti;;Lt::1 i;s1 in eloely par;ked P more than fer't in hr,; (0 combucAible pallet or in r ;fr Feet 1 For eertisio f'peeial-haard oommoditie f3rieh ic rubber tirec,. rIammabli. idle pallet!',. eLe., the critical pile heiorrt Tri,ry be low ( ftet. artiele ')co. 209-H) 1. Cootaol, the 1 dkwi10 lire Prevention Bureau to t, t(( required inespect onc; and 1,e c; • 1 1 U I 1 , ) v Ordi t: 111900 and it 3901) 19. fhi5 review limitcd to . .ipeGui;_ltive Lyearo, only ' fire permit.; may be flc.ry ,,r1 (Eta tipLion oT intended Arty overlooked ha; QondiLion awl/or vii. of thf! adopl.ed Fire or FOJildinq Code rh noL imply apuroyal 11(;h condit,ion r vioitioo. 21. Ihe planf; were revii.wed by rh.c.,,pet.tor • [f anv que5Liorc5. pler.Le t;u11 Ulf; Firt: Prt:vnro.ion fittr(:au (20( )')7-4407". t h(:reby ecrtify IMAI, 1 1 reild ie Aroditiow, ,Jnd will ';omplv with them 45 outlined. All provi5iiow, 01 law and or q(A/r:roing 1.,frj, work will bt :nui ic wi t., wii'i,. if hetf:i0 or ooi. Ihr qraoting of thi%. permit dof auLhor iLy I. violate or cancfftthe pre. or any other worr o! regulating cotit,ruc;Liori or thi: performanee of wori.. Signatucc: t1 1 . ,f t Print Name: ..;1-Qt411"401ZIWW • Project Na /Tenant: ZN eAtr tl - /3 $Pt4 Value of Cons/ruction: Site Address: 6$3. A t r , a ity State /Zip :: U L � rwr i t Wi4• (b Tax Pael Number: rc ! � .3 `' ` - /C I S o Phone - S 7S - Z� Property Owner - ,gLe� Street Addre • '/ , �il StaMi g Uf / r /Hy $ Fax #: �sox.. U� a D �- Contractor: � iikerg A.)esr di4Ntr...1 S 1 11..K. Phone: Fax #: Yes — • ZZS - G9Y(s Street Address: MX) - 7 , 5 i , / , City State/Zip: -E I4 ljt )4 lrfB s's Architect: / Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact,Qerson: !� Ic- bl:55c) mi.e /, l / / I i •1N• ! xecifo ,.s Phone: yes - Z� S ' d5ac Street Add : ? y / Ity ate /Zip: Fax #: - Description of work to be done: �' � 5N 2 - . / f�LGE'f ^`� 1�-vz►G4 grew. S O+ Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ® Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi-family Z1 Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School/College /University ❑ Other Will there be a change of use? ❑ yes 123 no If yes, extent of change: (Attach additional sheet if necessary) fire alarm ❑ none ❑ other (specify) Will there be rack storage? IA yes ❑ no 1 Existing fire protection features: GI sprinklers ❑ automatic Building Square Feet: --, c l 2 L' existing --) , , r. Area of Construction: (sq. ft.) ,- 'j . r., Will there be storage of flammable /combustible hazardous material in the building? ❑ yes f 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 ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Flood C ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous PtF1M1 r t4E M'tEP 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: / / V / / Date applic tion expires: &i7/47//e; A; io taken by: (initials) ( %II PLEASE SIGN BACK OF APPLICATION, FORM CITY OF TUKNLA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTP£RMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works De artment ontrol Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only_ R ECEIVED rr(OF TUKWILA Est. quantity: gal Schedulet 1 OR STAFF USE ONLY Project Number: Permit Number: 1)( ')/_ 03 cl BUILDING OWN R ' R AU 0 • D AGENT: j / Date: ? I J / / Signature: Ar iv. i �r /u , J /L• i/: /i „ Phone: 7 25 - - .? d 5 City /State /Zip i Fi #: Q 53 - C,9 VA Print name: - . .. a. 1 • , I J ;, Address /l0 •S �• 7Ht S . N /, ,4 ALL COMMERCIAL/MULTI MILY TENANT IMPROVEMENT / ERATION PERMIT APPLICATIONS T BE SUBMITTED WITH THE F • OWING: > 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) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ It 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 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. 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 PER BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 C] 1Y OF 1UFWILA. WA / 8********8*******4******8* .4848.804 . * A. r . ****44A*4 8**4 48 48* 1RAKS;MIT Nuriber: E010()201 Anount: Payment Method: CHs: } Notltion: NORIHWE,3T (:)/4/01 I!' 1 Jr') Permit No: 001-039 Niue: DEVPERM DEVELOP000F ?)Eulir Pkrcel No: :!52304-9018 tilte Addrese: 5235 31EGALE 1 DR C T,)tAl . Thifi PEornent ALL Prits,;: t,11;,7.04 (1 ( nAlk*tfl**'Okk***A**AlkIki*Aklk,kkAltil*ricA Account Codo Docriotioo :41,1Quilt 000Z:122,100 PUlLD1NO 1.1(VE, L LI C.K 4T5 LDIV (4,4 17 • TOT[ kk*k*******A****k*kkk*Alikk CI1Y OF 1HKW11A, WA e 1 .1 ----q HW 1PA11 kA**Akfricickkkk*A*k***kAAA 4*** **),,IkAAkAAAAAAAAA (*AA-AAA0A# 1RANSM11 Number: R0100254 Amount: 9!)6.3r, 021:)ht01 09:56 Payment Method: CHECK Notation: NORIHM S1 HANP1.1 lnit: 110 Permit No: D01-039 Type: DE Vil-RM mvitormiul PFRM.11 Parccl No: 352304-9018 Site Addre.i...: 5835 r)1-.GALE PARK DR C Iota] 1 •fe5: 1,Y14.89 This Paymont 9!,6.35 Foto! A11 Pilit!i: 1.5/4.89 **0(k*****k*k*k***k*Ockirkk*****kAkkikkkkki Balance: Account Code DelicriptIon Amount. 000/322.100 BUILDING NONPhS 333.21 000/345.830 PLAN CIIFCK - NOF1flF 618.64 000/386.904 srArE RU IL DING SURCHARGF 4.!)O ---- --- .L. Project: 1 1 _, '(P r1 1 1 0 c� �.. �1k (C Ty of Inspe do • _. Y t 4 (� t l. 1� i I Address: Ser 3 ` S'S S ,Oe V-?dd( D� Ued 1 -� j s1, ? z Special instructions: ()C 6 Date wanted: Z S ( 1 a.m. ( Req ester: (2,1c, t -'\ Phone: ` k Z 2 5 5 ' 4 :00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: INSPECTION RELJRb Retain a copy with permit Corrections required prior to approval. Oc I - 049 PERMIT NO. (206)431 -3670 n $47. t O'REINSPECTION F • REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: / I f 1 ' ` : , ., bet's Type of Inspection: // ,)r 1 1. r , te ! D�fte calle : i Address: r Special instructions: , Date ?,,J /W n e : 7 i; I /a.m. .. �p ,i Requester: ((/I. Phone: 21 - � .�..), i - I `) 4 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: C r) Receipt No: INSPECTION RECvttD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Do - D ar) PERMIT NO. City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Are Chief Permit No. r` Project Name � ,/ s i Address f Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued ,( l , Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ( 'j / c ''Ithorized Signature FINALAPP.FRM , ( r 1 - . 1n, Date T.F.D. Form F.P. 85 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575 BY G. OHANIAN DATE 2 -7 - 01 SUBJECT STRUCTURAL CALCULATIONS OF "INTERLAKE" STORAGE RACKS FOR: KENT H. LANDSBERG 5835 SEGALE PARK DRIVE, "C" TUKWILA, WA. 98168 PER UBC 1997 EDITION STORAGE RACKS CAPACITY: 3000 # / LEVEL AT 1st BEAM LEVEL 4000 # / LEVEL AT UPPER LEVELS CALCS. 1 THRU 6 DRAWINGS: RD -5483 SH. 1 RE :{ DESIGN & ENGINEERIW CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL4818)957 -2980 FAX:(818)957 -8603 FI LE, CO ;'� " r Ot C;. tt18 V)\a l 3n6 ��i `� , GttO `' �t. U t1� fl 1'� t t)s c ' , CCcii i� 3 " "' t - \ \ ''" tt1 C)\ 0 C_� t ,� �� Att r lrl t'I E t tt I t\ 3 3552 C CjA+,` %t5 TE �� 1 X5 _ ._ t .� - �.,• G SHEET NO. 1 JOB NO. RD -5483 L EVIRES �� -xd o / I RECEIVED CITY OF TUKWILA PERMIT CENTER pol%.043/ BY G. OHANIAN DATE 2 -7 -01 SUBJECT O P. m n p. N N T FRONT VIEW FRONT VIEW Rt K DESIGN & ENGINEERII CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 SIDE VIEW SIDE VIEW 4000 # / LEVEL + 25% IMPACT LOAD 2200 # / BEAM 7 E BEAM M 144 "x2.2 K - 39.6 «K 8 S 3 33 - = 1.2 <1.4 384xI x xE = .66" < 180 = .80" 18485 BEAM SHEET NO. 2 JOB NO. RD -5483 I =4.01 S =1.4 F = 55KSI. Y I =2.52 S =1.05 F Y = 55KSI. M 106 "x2.2 K = 29.2 "K 8 S R - 29 - 33 .88 <1.05 = 5xWxL = . 42" < 106 = .59" 384xI 180 Z 0z 0 0 N0 co tu F N � W O u N Z W D O N 0 I- WW u. lllZ BY G. OHANIAN DATE 2 -7 -01 SUBJECT SEISMIC DE;_SIGN V= 2.5xCaxl x w R LOAD PER COLUMN W =.1 + V= 2.5x.36x3.9 _ .62 K 5.6 V= 2.5x.44x3.9 - .79 K 4.4 V= 2x.79 = 1.5 K ,.LQNGIT. SEISMIC CO N N 0 3K +(3x4K) =3.9 K D.L. 4 i.�. .2 K .18 K .62 16 RI :{ DESIGN & ENGINEERIT CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 7.4 �K 14.1 08 K 18.4.K -r. 7.4 "K 17.4 UBC 1997 SEC. 2222 1 =1 R =5.6 R =4.4 Ca =.36 W= D.L. +L.L. /2 BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 14.1 18.4 1 7.4 .K LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) SHEET NO. 3 JOB NO. RD -5483 BY G. OHANIAN • DATE 2 -7 -01 SUBJECT COLUMN ANALYSIS 3" K1 = 72 = 58.5 r 1.23 K( 52 =48 1 r y 1. 08 "K Max =S .F =26.4 COMBINED STRESS _RALIQ _P M — 3.9 + 18.4 = ,91 <1.33 P Max— 18.6 26.4 .ASE PLATE ANCH. TENSION = 17.4 K —(3.9 x3.5 " — .57 K 6.5" ANCHOR SHEAR = ' = . 2 BACK TO BACK RACKS USE 7 3/4 "x5 "x3/8" B.PL. W/ (2)-1/2"0 ANCHORS, 3 1/2" EMB. SINGLE ROW RACKS USE 8 "x8 "x3/8" B.PL. W/ 3x3x12 GA. COL. (4)-1/2"0 ANCHORS, 3 1/2" EMB. n x R. K DESIGN & ENGINEERI: CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 A =.78 I =1.19 S =.80 r =1.23 Fe = K = 83.5 ( ` r ) x Fe> — — P =F xA = 35.8 K F Y 55 1 =.92 Sy =.59 r =1. �n _ —P--n = K P °-1.92 18.6 3.9 6" K 17.4 ALL ANCHORS HILTI (ICBO #4627) DESIGNED FOR 1/2 STRESS (NO INSPECTION REQ'D) SHEET NO. 4 JOB NO. RD -5483 KSI F " =F y (1 - 45.9 "K BY G. OHANIAN . DATE 2 -7 -01 SUBJECT 17.4 +18.4 = 17.9 "K 2 M2= 18.4 +14.1 2 MOMENT AT BEAM CONNECTION 7/16 "0 RIVET ASTM A354 -79 1 6.2 "K USE 4 PIN CONNECTOR AT 1st BEAM LEVEL AND 2 PIN CONNECTOR AT UPPER BEAM LEVELS TYP. 4 PIN CONNECTOR Ma = 3.O "x1.33 = 40 "K CONN. 1K DESIGN & ENGINEERI. CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 TH'K= 3/16" 17.9 7/16 "0 RIVET A = .095 Fy = 79 KSI Va = .095x79x.4 = 3.0 K TY1 -- 1 TYE> - - J- I /E1 7/16 "0 RIVET ASTM A354 -79 2 PIN CONNECTOR SHEET NO. 5 JOB NO. RD -5483 Ma = 3.O "x1.33 = 20 "K CONN. BY G. OHANIAN DATE 2 -7 -01 SUBJECT TRANSVERSE_ SEISMIC (OVERTURNING) x288 "x.5x 1.15 = 248.4 K Mot = 1.5 MR = 3.9 K x44" = 171.6" UPLIFT = 248.4 K -171.6 = 1.7 K 44" LOAD _TO _DIAGONAL P =1.5x 58 1.9 44 F Y - 55 A=.31 r =.48 Q =.74 L= 58" S 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.4 K C_ 3900 KSI F = 11.7 P =3.7 ` 6.5" 15.3" 11.8" 11.8" 23.6" "4I{ DESIGN & ENGINEERII CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 6" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL 4 ANCHORS PER B. PL. OK. (AT SINGLE ROWS) 3900 = 3.9 0 1000 S= 12x62 =72 6 SEC. B -B 3.9x144 =561.6 °" V 561.6 = 23.6" M= \ )2x1000x 2 x12 = 1170.4# 1170.4 = 16.2 < 1.6 N/2000 =72 72 SHEET NO. 6 JOB NO. RD - 5483 DEPARTMENTS: Build gbivision E Public Works El ACTIVITY NUMBER: D01 -039 DATE: 02 -14 -01 PROJECT NAME: KENT H LANDS BERG SITE ADDRESS: 5835 EGALE PARK DRIVE SUITE NO: C Original Plan Submittal Complete El Comments: Y9tAttult CXM: Yrt PERMIT COORD CO?` PLAN REVIEW /ROUTING SLIP Response to Correction Letter it Revision I/ After Permit Is Issued Fire Prevention F WC- 2 -2t-01 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROU ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n El REVIEWER'S INITIALS: Response to Incomplete Letter Y� Planning Division Permit Coordinator DUE DATE 03 -15-01 DUE DATE: 02 -15-01 Not Applicable n DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -039 DATE: 02 -14 -01 PROJECT NAME: KENT H LANDS BERG SITE ADDRESS: 5835 EGALE PARK DRIVE SUITE NO: C Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Please Route ri Structural Review Required ri No further Review Required REVIEWER'S INITIALS: Structural Incomplete ri APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved wi nditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Fire Prevention n Planning Division C wwJmc DOC 'en Response to Incomplete Letter it Revision 1 After Permit Is Issued Permit Coordinator C C DUE DATE: 02-15-01 Not Applicable n DUE DATE 03 -15 -01 DATE: Not Approved (attar com ents) DATE: DUE DATE Not Approved (attach comments) DATE: •=1 PERMIT NO.: n01--on BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 0 1120 Pre -Demo ❑ 0 1140 Pre- rcroof ❑ 1 400 Final -Fire 01700 Final - Building 900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System , TENANT NAME: ARV h4n/OS AVI2G CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ All spray applied fireproofing shall be special inspected do• ❑ 0025 0024 All wood to remain in placed concrete shall be treated 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 041 Ventilation is required for all new rooms & spaces 005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewe . l ir& Permit Tech: Date: 0 Date: ���'o PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -039 DATE: 02 -14 -01 PROJECT NAME: KENT H LANDS BERG SITE ADDRESS: 5835 EGALE PARK DRIVE SUITE NO: C Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision If After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ri Comments: Approved I 1 C n CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Fi APPROVALS OR CORRECTIONS: (ten days) n TUES /THURS ROUTING: Please Route n Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: Approved n Ap oved with Conditions REVIEWER'S INITIALS: a j I o REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE 03-1 5-01 Not Approved (attach comments) DATE: 13.1 Approved with Conditions n Not Approved (attach comments) n DUE DATE: 02 -15-01 Not Applicable I I •IV DUE DATE DATE: F6_5.052 -000 0197) State of Washington DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST RENTON WA 98055 -2939 91'0'53 — 2.WaS 02 r---- Detach And Display Certificate 1111111111111111111111 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS pROVIDFD BY LAW AS CO4ST icONT ''0ENERAL' PP F '" ' TE =` c ` * :�` 4/ / Detach And Di.plaq Centtic.uc. .41 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST RENTON WA 98055 -2939 REGISTERED AS PROVIDED BY LAW ASi CONST CONT GENERAL REGIST. # EXP. DATE CCO1_._ NORTHWH275JF 10/01/2001 EFFECTIVE _DATE. 04/06/1973 NORTH WEST-HANDLING SYS INC 1100 SW 7TH ST . RENTON - WA: . 98055 -2939 Signature I ssued by DEPARTMENT OF LABOR AND INDUSTRIES FIRST CLASS MAII. US POSTAGE PAID O .YNIPIA WA OLY PtIDF, WA . 115 P 1nT1i 31B Please Remove And Sign Identification Card Before Placing In Billfold PERMIT CENTER PLAN � J �` L am. 3 vi-pw NORTH SCALE: 1".40'-.0" 1D 0 fr 3991. OFFICE ALE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved g4e rs acknowledged. Date 2 / /O r Permit No 01 -031 J� J al -0 RC8 n, PFRMIT CENTER _ I AS SHOWN 12/26/00 ``. L.PALIS seulroiniky 461smalwanommommomir 39 39 111■111MMIWOWNI■ WAREHOUSE LAYOUT O /29A01 01/30/01 4.144 r , L 44%1. JL 44%144 44%144 .X144 1-_ 44 1. 44) 1. I "",. I .X144 144 .144 44%144 44%144 44%144 44%199 .X14 44%144 44%144 4 144 1 4.144 DX.< 44x144 44%144 44%144 44x14 49%144 44%144 4 144 11121eil 11=1 C111:1 EMU 11=11=11 44X144 44 144 I 44%144 44XI44 144 40144 I 44%144 4.1 D.< 44%144 I 44.44 44%144 44%14 94X144 44.44 4.14 9 4%144 I 44.44 1). 44.44 4.1. 44%144 I •4%144 I •.144 I 44,144 I I 44%144 1 44X/44 I. 44,144 x. I 44%144 I 4.144 I 4.1. I ' Ea= SIM Mani 111121211111111=11 =CM Cra eila =III 1112,1111 4"1' MUM I 44%144 44%144 1. 44X144 .X144 44%144 I 44%144 T>gla 4,44 44%144 I 44XI44 I 44%144 1>r<1 X144 44%144 I 44%14• [ , 44%144 44%14 44%144 44%144 XI 1 44%144 I 44%144 I» 30 31' 44%144 44X/ 44 “x,“ 44%144 44XH4 II 44X 233 3T-7" 1.144 44%144 iL 44X 14 34.57 44.44 "T 7,6 fi 44X - 4 7 4%; • - 7 14,T44 - 74,.<7-4r 4.144 X144 44%144 4.144 _,,_ 44 4. I 44 4.1. 4.144 I 9.144 44%1 “x144 II 444144 r - r 49%144 UXH9 44%144 4 44%14• 1- 44%144 1- 4.194 44%144 44%144 44%144 11■1011•1 PRO4Ea 44%1. I - 44%144 -- 4 - 4%14L J_ _ 33 33'-5" 25'-4" _ _ 74XT44 74%144 4144 1 J - 4 - 4XT44 1- 7.144 4 A_ 4 44%144 1 1 44x744 4 14__ 1 ,__,_ I 6 ,_- 94%144 T, _ 44%149 1 - 440:, - LANDSBERG NOR7HWEST 1100 SW 7th STREET RENTON WA 98055 (425) 255--.0500 ANCHORArk 32 'f? PORAAND SPOKANE 6 .407 PLIBUSHED. ALL RIGHTS RESERVED. THESE DRAW1NGS AND SPEC■FICATIONS, AND IDEAS. DESIGNS. AND ARRANGE- MENTS REPRESENTED THERE. ARE AND SHALL REMAIN THE F.OPERTY OF NWHS. NO PART THEREOF SHALL BE RE- PRODUCED. COPIED. ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS SOLD, PUBUSHED OR OTHERWISE USED WITH- ., Pitm wRirtat coNsarr OF NWHS. - s T : L tT 1 r,\1 I � FE , ) . 4 ' ' 1 3/16 17 , � .3/4„ y 3.x,1.. i 3 x „a/ ,_ d _ 1 -0/ A SEC ,A A I � DA� L� k C n - t =.09 -' - .105" �J 5 x /77 -_ b, t 0.07 J y .. „e /a a .,z ,.z ..z - 1 - • i i I/9 r BEAM 14 LONG BEAN'. ?485 106 i �)NS �J 5f � - � �'� ♦ 716 "a RIVET - 1 3/16" ASTM A354 -79 TH'K =3/1 o`" 7/16 "a RIVET � ASTM A354 -79 TH'K= 3/16" LBRACE TO COLUMN CONN. i 'I 4 PIN CONNECTOR 3 COLUMN SECTIONS e TYP cD COLUMN U CJ CI T SO i \ \f is p rA 3p 31 A © ,_ 0 TH K 3/8 36 .443 `wo 1 0 A . - A BOLTS PER 3A5 FLAT 3 I /2' EMS ,SEE NOTE NO 4) FOUR _ / ® 8" _ � TH FY =36 KSI. (ASTM A -36) '2 "0 ANCHOR BOLTS PER BASE PLATE EMB., (SEE NOTE NO. 4) I1 �+ .4 4' rte, 0° s �� <.� BASE PLATE DETAIL (BACK TO BACK) (6; BASE PLATE DETAIL (SINGLE ROW) r7; BASE PL. & SLAB CONNECTION (8J ROW SPACER 0 GENERAL CONFIGURATION (1 1 t 4d 44 _ �:.. q4 / y . 1 . 44 . .._ 106. K . -... ^ �. •l \ \ - 4 o P. 5 TYP r 3 . ,` TYP. _ 4`u TYP. �. O9 y ID° 1,0 3 9 . ��. F c 1 NP. 1S 1L0 j YyY��N1lA �� BEN � . C\ G � A % \ / \ ^' 7__ B t 7YP. -- _ { 1 ^ J. a- �/ NOTES - c) ' EXPIRES /.2 i AND CALCULATIONS STORAGE COMPLIANCE H I OF REQUBY OF THE UNIFORM BUILDING CCDE 1997 EDITION r 2 -STEEL FOR ALL SHAPES FY -50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED) - 3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR (E70XX ELECTRODES) 10 I .1 ^' 2 .^- ''« <a h' j!'31 r - 2 TYP B.. ' _ /� �/ \ \ '^ ., 2 : -OP. r1n i � 4- ANCHORS HILT) KWIK -II ICBO #4627, RAMSET REDHEAD ICBO #1372, OR SIMPSON ICB0 #3631, (NO SPECIAL INSPECTION REQUIRED) LB 5- CONCRETE SLAB 6" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 FSF A 6- STORAGE RACK CAPACITY 3000 # / LEVEL AT 1;t BEAM LEVEL AND 4000 # / LEVEL AT UPPER LEVELS REV. DATE !S r.I PEV IO r ' n 1�ti/ /'- / / \ 6'TYP ` o cO //j' / ? - ALL RACK INSTALLATIONS AND RACKS MANUFACTURED N CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA OR MORE SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6 RACK DESIGN AND ENGINEERING 3786 LA CRESCENTA AVE. #204 GLENDALE CA. 91208 7 TTY P. 8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE 1 IN 10 -0 „ OF HEIGHT SCALE'. NONE DRAWN Br AA VERTICAL OF DATE. 2 -6 -01 F U '0.D>, - PROJECT. Ra19 $ KENT H. LANDSBER r?, 5835 SEGALE PARK DRIVE, "C ", TUKWILA, WA. 981.'