Loading...
HomeMy WebLinkAboutPermit D2000-184 - RAINIER COLOR - STORAGE RACKSRAINIER COLOR D2000-184 01.1fArdla, aw.n91.1 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: OCCUPANT OWNER CONTACT CONTRACTOR' Signature : — Print Name. 102304 -9069 3311 S 120 PL Un: 100 AWSE DEVPERM 000 North: 125 Contractor License No: DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: ENGINPI013JK RAINIER COLOR 3311 S 120th PL, TUKWILA WA 9816E SABEY CORPORATION 101 ELLIOTT AV W, #330, SEATTLE WA 98119 JESSEE SWANSON 1033 :6th AVE, SEATTLE WA 98134 ENGINEERED PRODUCTS INC 1033 6th AVE 5, SEATTLE WA 98134 •k•k•k• *** ***•k***** *•k**. *********•k* *•k k ** ***** ***•k* *•k** ******** k** k*•k•k *•k k• k• k*• k•k****• k* kit *** Permit Description: INSTALL STORAGE RACKS k•k** ****** ** k A** ***** * ** ** * * * * ** * ** ** k * ** ** *** * **•k * * ** ** k *•k* * * *•k * ** * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Curb Cut' /Acc'ess /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: **•k•k** *** * * * * * *** * * * **** ************ k************• k• k****• k*• k**• k*** *•k *•k•k* *•k*•k * * * * *•k•k* * TOTAL DEVELOPMENT PERMIT FEES: $ 257.36 *• k• k• k************ ** * *** * * ***'k **• ** * * * *** *•k * * * *g • k•k* 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. Permit Center Authorized Signature: The granting of this permit cancel the provision of any or the performance of work. development permit. This permit shall become null and oid 180 days from the date of issuance, or for a period of 180 da_ys from the last does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this Fire .0 East: VAL VUE Y No: Start Time: Cut: Start Time: No: Private: Private: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Date: (206) 431 -3670 D2000-184 ISSUED 06/22/2000 12/11/2000 WAREHOUSE 1997 SPRINKLERS /AFA .0 Phone: Phone: 206 -281 -8700 Phone: 206- 682 -6596 Listed Separate) Eng. Appr: Size(in): .00 End Time: Fill: End Time: Public: Public: * *•k** *•k•k * *•k*•k* ***k******** Date if the work is not commenced within if the work is suspended or abandoned inspection. z u6� UO N O: w w W 0 2 u_ Q = Cy; F.W z �. i— 0 ww ■ 0 N w W ' U I I 0 w z Z Address: 3311 S 120 PL Un: 100 Suite: Tenant: Type: DEVPERM Parcel #: 102304-9069 CITY OF TUKWILA Status: ISSUED Applied: 06/09/2000 Issued: 06/22/2000 Permit No: D2000-184 *************************************************************************** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer, and the Tukwila . Building . Division. 2'. All construction to be done in conformance with approved : plans and requiremerits',of'the Uniform Building Code (1997 'Edition) as amended, Uniform MechaAical Code-"(1997 Edition), and Washington .State'Energy.Code (1997 Edition) . 3. Validity of Permit.'.! The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of' any other/ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 4. 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 final inspection approval is granted. , Description of work to be done: :flit s '611 S 6: e. Pill—P.) Existing use: El Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑Hospital ❑ Churchvlanufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family El Warehouse ❑ Hospital ❑ Church _Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes P—no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? LJ yes ❑ no Existing fire protection features: cisprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 2 1 7C0 existing Area of Construction: (sq. ft.) 650 Will there be storage of flammable /combustible hazardous material in the building? S tyes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets g Project Name/Tenant: Value of Construction: K n. 1 0 1 e.--••° e.--••° C.--- C.--- le--e- N-1' 7 5 © 00 Site Address: C PI City State /Zip: Tax Parcel Number: v 3 I/ J 1 2o ' SY+? /x.) r -in /OZ 30y– 906? Property Owner: y�'l bx Phone: -, �. (—T, �e1 b vr4 "L-t 6 , / s )c)7) Street Address: Cffy State /Zip: Fax #: I6i p AA ;' /l,`n -'1- I v_011 -1, 1.414 qx /l9 Contractor: 1 ) Phone: ct q ff Y1 Pei) c�loe.T — i 1. O `6 CiG` G / e; Street 'Address: City State /Zip: Fax #: JO S,3 6 . :..e_ �� a l} bill 971 Y ii z' , - 6 Fe— y9 f5 Architect: Phone: Street Address: City Sta /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Phone: Z c S c.,,x4,� 5oa, •-o <0 6 41E f C y 4 Street Address: City State /Zip: Fax #: / 0 3Y lP .- n >r j > .�� c (,..04- 9� r� eo A a if Z ' CITY CITY OF TU`WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)* CI Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: CI Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension CI Water Meter /Exempt It: Size(s): 0 Deduct CI Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPER1v11T.DOC 1/29/97 PermitNumbert 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 throuh the mall or facsimile. P,PLICANT. REQUEST FOR PUBLIC,WORKS SITE/CIVIL PLAN OF THE LL FOOWIN <(Additional review may be determined ,by:'the'Publlc.Wo'rks Department) ?.. ! ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Da pllcaaccep e • Date ilcatio plres: 0 0 Appll tlo t iltlals) PLEASE SIGN BACK OF APPLICATION FORM CITY CITY OF TU`WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)* CI Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: CI Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension CI Water Meter /Exempt It: Size(s): 0 Deduct CI Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPER1v11T.DOC 1/29/97 PermitNumbert 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 throuh the mall or facsimile. P,PLICANT. REQUEST FOR PUBLIC,WORKS SITE/CIVIL PLAN OF THE LL FOOWIN <(Additional review may be determined ,by:'the'Publlc.Wo'rks Department) ?.. ! ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Da pllcaaccep e • Date ilcatio plres: 0 0 Appll tlo t iltlals) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Date: ., - �.- � i - Signature: Printnam " '.` --t -e S S e j a+c s ' J •...r , e ,?- , i V. Phone: 2 6, - , 2 -6 5 9 4. Fax #:' 6'�z 6/9 9 � S , Address /D ,3 id-- „e gde.- 5' City /State /Zip 5ca k GO R ?FO 5 6 ALL COMMERCIAL/MULTI -FAIN TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MUS E SUBMITTED WITH THE FOLL ING: ?' � �TRUC OR CIVIL BY ENGA TON STATE LICENSED ARCHITECT, 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). ❑ t.. 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 ❑ n--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. IV� ❑ Indicate proposed construction of tenant space or addition and walls being demolished mil" ❑ Construction details X rg 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 e�7 " exceed sprinkler system design criteria as identified by the Fire Department. e— ❑ 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). 4 ❑ 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 architecdengineer, 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. CTPERMIT.DOC 1/29/97 z ~ w CL y 0 0 W � LL w LL < d w H z � ZO w � • 0 O � 0 1- w W u'O w z O • 1 ' Z } This Payment IS • Y A''.; • • 2J?.,36 Un: 100 Total Fees: Total ALL Pint: Balance: Z� �f rt^' 5;•.. w ;TM � t f a L n•"' • 716'""'t• 2000 - I 8 1 ,; 4. k * *A h ** *AA•* * * * *s4 **** * *s1 ** A •!: o k t vtN A* s %s ** * *st *s4 *st * *AAslst *A A *k*A** e LITY OF 'viii wILA. NA Peu nLed: 06/09 /00 14:49 TRANSMIT * * *A* *•A* ih* ** ors **** A* A* slsl•1:4** A*A*** A** A **••h4V•st *A* * *A * * ** *A *•k* *A ** TRANSMIT Numbrai�: R9800744h1 (incntntr 237.36 06;' 09.`t)0 ,14:47 } Payment Method: Cr1CCl( Notation- JE:i5I.L qi!Eti'?bON I ri it : WLR Permit No: D2000-184 Type: C ERN 1 EVCLr:sPMEN1' PERMIT' Parcel too: 102304-9069 Site 'Address: 3311 5 120 PL: Wit: FT: 257.36 257. '3 �u0 it l A** *h * *•hsl•.4* kA* Ah5* k*hh: k* A**,***** IA* AA*/*• A*A*.cic *•k:41.•AhAA * *•sti:kAlc* • Account ` Code- Description Amount 000/322 100 BUILDING NONRES '153.25 G00r 34.4,:130 PLAN CHECK - :dONRES 99.61 1. 00u /386.`'304 5TA.TE BUILDING SURCHARGE 4.-50 1i* is., 7U N 0 W = W 0 Z � IIJ C.) co l 0 I V! -0 i . Z ' ;V -- 0 ' Z. pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DA;ob PERMIT NO, (206)431 -3670 Corrections required prior to approval. Date: - 7 (00 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: I-� H W, m UO Co 0 CO u w O Q 2 LL Q CO d Z U o f O co W V 4 U. O W Z ; U - i O ' Z COMMENTS: /� -{� !7 F A�CL 1 v CQL evt a o �../ '�"c9-vm.1). Loose BOLT` 04 T Cam , (b ,L( G(,t.r, _ cam& � c_ Sre_ � Z:24. 40,crC, 5. ,toe,-4,--_,..) n e Date wa C c -- W`) --- OD Requester: P hone: - °kr ` (J(c a- cos9 Co A Pect: K4�v1 >� C o {per' Ape of I spection• 60 G C1�1hCI 1 ' ddress• i i l � c_ Date called. •J (r -;)7_ DC) - Sp instructions: ►� ecial 7 �� e� t 11 4x S t+{-c. Ci t- I c •, 0 c., _ t" n e Date wa C c -- W`) --- OD Requester: P hone: - °kr ` (J(c a- cos9 Co INSPECTION RECORD Retain a copy with permit' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. In Dat GiJ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Fx0ks, 4te ' 1n` "; n. 4 ++l.4444 44i , :+�sHr1.1G 2 to W w 0 ' g = W Z Z� W uj 7 p '. U o w uj ti i z ` 0 z 1`. Retain_curr.ent schedule Needs shift inspection Sprinklers: 5 Fire Alarm: A 0Pv Hood & Duct: ti' Halon: h/ Monitor: 11 4)T Pre-Fire: A/ Permits: - ?INALAPP.FRM Approved without correction notice Approved with correction notice issued Suite # / Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Fire Department Project Name K 1 ry !EX "- Co I ol2 Address 3 3 / r S 1 PL. • City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. - / PC z Z CC 1 1 U 0 N0 CA ILI F- LL W0 gQ co HW Zi F- 0 W H uj U 0 ( - 9 . W W ` I- LL FO W z D. 01 - z Fly G. GHANIAN DATE 5 -4 -00 SUBJECT. PER UBC 1997 EDITION STORAGE RACKS CAPACITY: 4000 # / LEVEL CALCS. 1 THRU 6 DRAWINGS: RD4726 • Rt. K DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX :(818)957 -8803 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: TID2000 isy SHEET NO. 1 JOB NO. RD -4726 CITY OF T UKWIlA Q ppon1 / JUN 5 2.0UU 'y 41 BUILD DIVISION RAINIER COLOR 3311 SO. 120th PLACE, # 100 FILE COPY SEATTLE, WA. 98168 understand that the Plan Check approvals are i > to errors and omissions ;,od; :) :o :ti o •f; does no authhori_t:. ine ';id ;a.:; .. oi .,;i, code or ordltmnc :?. ec 2 'ti: !::); -, . ,: otor's copy of approved plane eicKnc,Lrii :1 :; By _ --22 •— c ° D e.� Permit No-. V eg - --._ CITY RECEIVED JUN - 9 2000 PERMIT CENTER .BY. G. OHANIAN I`` 'CK DESIGN & ENGINEER .G G CO. R DATE 5 -4 -00 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 SUBJECT . TEL:(818)957 -2980 FAX:(818)957 -8603 96" OR 72" FRONT VIEW JU1015 BEAM 4000 # / LEVEL + 25% IMPACT LOAD 2500 # / BEAM 2" M _ 96 "x2.5 K - 30 "K 8 S 30 wK = 1<1.26 o l =2.53 S =1.26 F Y= 50KSI. SIDE VIEW _ 5xWxL = .36" < 96 = .53" 384x1 x xE 180 SHEET NO, 2 JOB NO RD -4726 RECEIVED CITY OF TUKWILA JUN - 92000 PERMIT CENTER I } Z � J � JR+ T r l.". ... _ .. . ..•A .BY. G. OHANIAN I`` 'CK DESIGN & ENGINEER .G G CO. R DATE 5 -4 -00 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 SUBJECT . TEL:(818)957 -2980 FAX:(818)957 -8603 96" OR 72" FRONT VIEW JU1015 BEAM 4000 # / LEVEL + 25% IMPACT LOAD 2500 # / BEAM 2" M _ 96 "x2.5 K - 30 "K 8 S 30 wK = 1<1.26 o l =2.53 S =1.26 F Y= 50KSI. SIDE VIEW _ 5xWxL = .36" < 96 = .53" 384x1 x xE 180 SHEET NO, 2 JOB NO RD -4726 RECEIVED CITY OF TUKWILA JUN - 92000 PERMIT CENTER OY G. OHANIAN DATE . 5 -4 -00 SUBJECT It K DESIGN Sc ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 SEISMIC DESIGN 4000 # / LEVEL V— 2.5xCaxi x W R Ca =.36 LOAD PER COLUMN P= 4x4x.75 _ 6 K 2 W =.1 +6 =6.1 K U.L. L.L. V= 2.5x.36x6.1 _ .98 K 5.6 V= 2.5x.36x6.1_ 1 4.4 V= 2x1.25= 2.5 K LONGIT. SEISMIC W= D.L. +L.L. .98 UBC 1997 SEC. 2222 1 =1 R =5.6 Rw =4.4 BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 21.5 •K LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) SHEET NO. 3 JOB NO RD -4726 RECEIVED CRY OF TUKWILA JUN 9 2000 PERMIT CENTER BY. G. OHANIAN DATE 5 - 4 -00 SUBJECT COLUMN ANALYSIS 2 3/4" ICI 48 —39 rx 1.23 KI = 48 =54.5 ry .88 BASE PLATE A =.81 `•- -; I =1.24 a I S x ) - - - -� x =.77 M t =.1O5" r =1.23 '� - /- -• COMBINED STRESS RATIO 6" ANCHOR SHEAR = ' = ,5 K 2 �CK DESIGN Sc ENGINEEIG CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX :(818)957 -8603 1T 2 x E Fe = = 74.9 (KI Y Fe> F Y 2 F Y=50 KSI i =.64 Sy =.42 r = "K Max =Sx •Fb =23.1 P =F xA = 33.7 P +M = 6.1 + 21.5 = Pa Max 17.6 23.1 1.27 <1.33 "K 21.5 — ( 6.1 x3 K ") ANCH. TENSION = USE (2)-1/2"� HILTI ANCH. (ICBO #4627) 3 1/2" EMB. (NO INSPECTION REQ'D) DESIGNED FOR 1/2 STRESS =.5 Fa = Fy (1- 4Fe) 41.7 KSI Pa 1 7 2 17.6 K 6.1 K 1001 1 0 0 IQ 01 5.5" 7 " • 21.5 "K SHEET N0. 4 JOB NO, RD -4726 7 "x5 "x3/8" BASE PLATE RECEIVED CITY OF TUKWILA JUN - 9 2000 PERMIT CENTEI I co IL, w O iEw Z 'i V N' !. W W U Z 4 F. 0 By G. OHANIAN DATE 5 -4 -00 SUBJECT MOMENT AT BEAM CONNECTION MI= 21.5 +19.3 = 20.4 "K 2 M2= 19.3+15 = 17.2 "K 2 USE 4 PIN CONNECTOR W/ "D" WELD AT 1st BEAM LEVEL AND 4 PIN CONNECTOR W/ STD. WELD AT UPPER BEAM LEVELS 7/16 "0 RIVET A = .095 Fy = 79 KSI Va = .095x79x.4 = 3.0 K t/16 "0 RIVET ASTM A354 -79 4 PIN CONNECTOR ' 1CK DESIGN & ENGINEERG CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 TYP 1/8 Ma = 3.O K x2x4 "x1.33 = 32 CONN. TH'K =3/ 16" STD. WELD 20.4 "D" WELD SHEET N0. 5 JOB NO. RD -4726 CITY OF1' itA JUN - 9 2000 PERMIT CENTER By G. OHANIAN , DATE 5 -4 -00 SUBJECT TRANSVERSE SEISMIC (OVERTURNING) M = 2.5 x192 "x.5x1.15 = 276 "K MR = 6.1 K x44" = 268 TWO 1/2"0 ANCHORS PER BASE PLATE OK. LOAD TO DIAGONAL P = 2.5x 46 = 2.7 K 42 F 50 Y= A =.52 r =.48 L= 46" 5/16 "0 GR. 5 BOLT Va= 1.5 =3.0 CHECK SLAB 6100 "K KSI Fa = 14 P =7.3 "'1CK DESIGN & ENGINEER G 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 SEC. A —A 0 1000 = 6 . 1 6.1x144 =878.4 �21 6100 N/ 878.4 = 29.6" 5/16 "0 GR. 5 BOLT SEC. B —B M= 11 )2 x1000x 2 x12 =2870 "# S 12x6 = 72 6 2870 72 = 40 < 1.6 2000 SHEET NO, 6 JOB NO. RD -4726 -tigOF TUKWILA JUN - 9 2000 PERMIT CENTER ACTIVITY NUMBER: D2000 -184 DATE: 6 -9 -2000 PROJECT NAME: RAINIER COLOR SITE ADDRESS: 3311 5 120t PLACE SUITE # XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions gi REVIEWER'S INITIALS: DUE DATE Approved I Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 Fire P,r� vention Structural Planning Division Permit Coordinator Incomplete n Not Applicable No further Review Required Not Approved (attach comments) DATE: DUE DATE: 6 -13 -2000 DUE DATE: 7-11-2000 z v 0 ! coo W = W O 2 g cn = w z ▪ 0` U • 0, O - 0h- w u . O : IL/ z U CO Z city ojTukwi(a Fire Department Review Control #D2000 -184 (510) Re: Rainier Color - 3311 South 120th Place 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 "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206-575-4439 Fire Department Thomas P Keefe, Fire Chief June 14, 2000 Steven M. Mullet, Mayor w D V O ; co 0 co w 9 F-• w W 0 J u_a o 0' z H o ui _ O w O z Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 City of Tukwila Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 2. 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) 3. The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC article 81) (NFPA 231) 4. 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) 5. To use any building or portion thereof exceeding 500 Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief . ww.... ....,.,...,... rf fIRT x wMal.. ewomOr vIWw(7WWWP Ormog -I re w J co N W W O _ a I- al g. F H O: 1- 113 _ V ' Cu z co z Fire Department Thomas P. Keefe, Fire Chief Page number 3 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) 6. 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. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd 510 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Steven M Mullet, Mayor 6 c.)8 w, w O: w zi- w V 01 : w W` = .V'; L ▪ H O w z ` O DEPARTMENT.OF LABOR AND INDUSTRIES qtr § = ..: ENGINEERED .PRODUCTS 7103 . AVE .. S . SEATTLE .'WA .98134 ` Detach And Display Certificate 1 7;;GISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 ENGINPI013JK 01/01/2001 EFFECTIVE DATE. 04/12/1999 ENGINEERED. PRODUCTS INC. 1033 6TH AVE S • SEATTLE WA 98134 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold Z QQ F U 0 cNn N W W 0 g a N 0 = ' I— W Z �I I- Z n o O N o � W ~V 0 III 1. 0 Z General Notes In Revision/Issue P 2'x14' door 78' 10' CD C CD - u CD U) 20'x24' Door 20' JUN 1 5 2000 BUIL D1VISION FILE COPY t 01 [LW], APPROVED Firm Name and Address Engineered Products 1033 6th Ave. S. Seattle, WA 98056 Rainier Color Lithographers 3311 S. 120th Place, Ste. 100 Seattle, WA 98168 RECEIVED CITY OF TUKWILA JUN - P 2000 PERMIT CENTER 2.000- 811 > N `~ oil \. I - _ 'f1- M 2 3/4' t= .105" UI ill t= 0.06' It I r e Jul u 1 5 7/16 "0 RIVET- ASTM A354 -79 TH'K= 3 /16 "'- / TH'K= 3/16 " - ' ' (STD WELD) ( "D" WELD) U82 ..! 1 \_J BRACE TO COLUMN CONN. �3; COLUMN SECTION 4 BEAM SECTION STY OF TUKWILA APP°nVED JUN 1 3 NOB BUILDING DIVISION I � c0 O cJ r 7 (7) COLUMN c0 c9 co --\\ '\ \ \ \ \\ \_ \ \ \ \ V \\ \ ,' y \ \ v \v \ 5 5 .... t 11,47.1 r 7 "0 A BO, , S P', BASE P..ATE c £NO ^.. '; SEF OTf rd0. 4' BASE PLATE DETAIL CJ COLUMN & BASE PL. DETAIL ( GENERAL CONFIGURATION (8; (0) (10 /:tdthatthePan 1._,_____ FILE COPY a I Check approvals ere 9E' Da �1" -�Iectto errors and omissions and aa rOVal ;t ' VI- OH ,q r T,P ( ,ins not orize the v �� ,n of ., o Fw.+sg t f r dopted does code or or R c A/ 1 .4- 5 , .7" -. I - 04 r. f C5 vw 1 - ctor's copy of approved plans a c c0 ✓ieo �'�� _ - , — _. v r; i p i ` r / �\ { a g ,�,r t cv A Va' MO ry - E XPI S 1- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS D2i)00 /8 AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS �; - -- ' I i ` OF THE UNIFORM BUILDING CODE 1997 EDITION 1 TYP. 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 j ' (E7OXX ELECTRODES) 4 -ALL ANCHORS HILTI KWIK -II ICBO #4627, OR RAMSET REDHEAD ICBO #1372 (NO SPECIAL INSPECTION REQUIRED) ` 5- CONCRETE SLAB 6 THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF 6-STORAGE RACK CAPACITY 4000 # / LEVEL 7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY 6 .TYP. WITH THIS STANDARD SHALL DISPLAY IN THE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6 0 MIffiLA - - • A JUN _II; PERMRCEt�TER REV. DATE REVISION ° Min m w -- RACK DESIGN AND ENGINEERING 3786 LA CRESCENTA AVE. • 204 GLENDALE CA. 91208 SCALE NONE DRAWN BY: A.KH. .. _ - DATE: 5 -4 -00 p� g p PROJECT: A I I V I ER C® Y..- O Ifs 3311 SO. 120th PLACE, # 100, SEATTLE, WA. 98168 FRONT VIEW SIDE VIEW "MECAW RACK DETAILS ;JOB N0. SHEEP N0. T ' ^ � ^ ® / a ID -4726 1 OF 1