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Home My WebLink AboutPermit 6443 - Rocky Mountain Bank - Storage RacksRocK°1 MouJThti BA'JK MOTE �P�Co4`f 775 V N ER Bedford Pro.erties N • 1 241 -1103 ADDRESS 12720 Gateway Drive, Seattle, WA ZIP 98168 3ONTRACTOR Owner PHONE ADDRESS ZIP WA. ST. ONTRACTOR'S LICENSE # EXP. DATE ARCHITECT David Kehle Architect PHONE 433 -8997 ADDRESS Interurban Avenue South, Seattle, WA Z1P 98168 •. .. .T. n. . • N / A I:T 1 . 1 year 1988 ... SETBACKS: N- S- E- W - FIRE PROTECTION: Sprinklers Detectors Q 0 WA UTILITY PERMITS REQUIRED? Yes [] CX No Pu411c Warkat (Publich ZONING: an t ose not . on or attach . to permit/p anal BAR/LAND USE CONDITIONS? (] Yes OD No 30NDITIONS (ot or • .. ari • . p - ' r d• "' = ISSUANCE BY: ' I/r / BUILDING fj OFFICIAL DATE: a- ls " q :ITV OF TUKWILA )ept. of Community Development- Building Division '300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 BUILDING PERMIT NO. )ATE ISSUED: PROJECT IT A PROJECT NAME/TENANT Rocky Mountain Bank Note TYPE OF ■ New Building U Addition I Tenant Improvement (commercial) WORK: CD Rack Stora _ e 0 Reroof 0 Remodel residential 0 Other: DESCRIBE WORK TO BE DONE: lsa =a oars: roTAt Lot-1 ( 3325 S 116 St Install rack storage. BU1LDI1 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK NO.: I r # i VA It SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL I hereby certify that I have read and examined this permit and know the same to be We and correct. All provisions of lay 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: PRINT NAME: Th is permit become null an Issuanc , hr f worts: Is suspen CERTIFICATE OF OCCUPANCY NO. ZOO DESCRIPTION BUILDING': PERMIT FEE':` >> AMOUNT »:: BUILD I NGI.SU RCHARGE. : DA - 91 -061 S `'0 0`- 15,000.00 ASSESSOR ACCOUNT # 102304-9012 DATE: Z - 16 _ I Demolition (building) Grading/Fill COMPANY: J 1 S) }G, Le A�2t`N 1 ACT' snot commenced within, day from t a date. o to period of 180 days from the las DATE ISSUE): PERMIT NO. CONTACTED r in(kt hrl�- DATE READY DATE NOTIFIED 2nd NOTIFICATION I a- 1 l BY: I (Init.) -- BY: (init.) PERMIT EXPIRES AMOUNT OWING 3RD NOTIFICATION BY: PLAN CHECK NUMBER C� (DI REVIEW COMPLETED PROJECT NAME SITE ADDRESS BUILDINCI PERMIT APPLICATION TRACKING 3 lib SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for Information should be summarized in writing by staff so that any time the status of the project may be ascertained. O Plan corrections shall be completed and approved prior to sending on to the next department. O Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. SQUARE OCC. SQUARE CCC. TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. TOTAL UTILITY PERMITS REOUI D? PUBLIC WORKS LETTER DATED: CITY OF TUKWILA Department of Community Development - Building Division ig1,Y�s t�t2 4t fi' (0' 4 - mil! 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DEEDRIPTIok BUILDING PERMIT: FEE PLAN CHECK FEE` BUILDING %SURCHARGE APPLICATION MUST BE FILLED OUT. COMP VALUE OF CONSTRUCTION - $ atIck u,6 I � tzv PROJECT NAME/TENANT � ASSESSOR OUNT # I' 941-HblIj Itiate _ M TYPE OF Li New Building Addition U Tenant Improvement (commercial) U Demolition (building) WORK: .0 Rack Storage O Reroot O Remodel (residential) O Other: SITE ADDRESS /70 I 6iii 64, DESCRIBE WORK TO BE DONE: low. i levieui PA BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 'b`f 1 - 0 Nt bvj Giirtarit WILL THERE BE A CHANGE IN USE? 1 1•No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - . Building :p Tenant Space:1 Area of Construction: 1ff1 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No O Yes IF YES, EXPLAIN: FIRM Fik0i2tletv PROPERTY OWNER ADDRESS I o CONTRACTOR . 12 � {Q � t 01161 red650114-' ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS I va0- h0 bll� DATE APPLICATION ACCEPTED Iz', 2 105-. 4'f tblepcie, 4rkp risio et Nu ell e rz VP? SUIT " ,t BUILDING OWNER SIGNATUR:iii DATE 7, 417, OR 1 AUTHORIZED PRINT NAME • AGENT ADDRESS [ J 4 CITY /ZIP MtD? CONTACT PERSON o E / PHONE - ? BUILDH PERMIT APPLICATION D E PHONE EXP. DATE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES cn PHONE Wlit) ZIP iZIP PHONE 5, moyi Z1P(ala tit COMMERCIAL E] Specifications .. ' Sta ....................... engi neer . • • • • • ••••••"'''' Structural Was._ • . .. • :.Topog raphical „:. • • .••• • Eneirgnir. or ,architect • • .... Energy calculati . • .. • . Legal descilptlon Woridng drawings, iarkt,;ith inclu , • Si Arch itectural draw ings • Mechanical drawings • Elevations Ciil drawings • • Ili.) drawings Lands .."1:„.• • Completed utility permit application (one for entire project) U Six . boo (6) sets of civil drawings NOTE: See utility P •••'• . , ..‘. submittal • requ • RACK STORAGE Completed building permit application Assessor Account Numbor Two (2) sets of plans, which include: Blinding floor pl • • • • • EntitO:spapa:0farO • Exit doors • Dimensions of cli aisles Tenant pace floor plan showing tack stote tayout aisles end . . RESIDENTIAL S6BMITTAL CHECKLIST • . • Legal 002Ciiptian Inclu dimensions ''91(4CkS (h.0 :**Ith. • and exit ways on p1w,. .:'Structural calculations stamped by o Washington State licensed . . angtnaer (rack : storage.w.apo . . .• Completed building permit appliCattaa(01,•:.tat each structure) ' ' •"..” • Assessor Account Number Two sets (2)0*orking.ctrawtaga,•:whick. •••••• • Site Plan ---.-. (Ql plan, shole.etoseethydran..... . „;:...... • Foundation plan Include access to • Floor plan . . *.RoOf plan • Bulldog elevations (all • • Building cross-section.:., • Structural framing plans Washington State Energy Code data Completad utility permit application • • i Six (6) sets of site plans showing utilities • . . . , ) YE: Building site plan and utility site plan may b000Mblnad Sea permit application and checklist for Specific sobinittat requirements. 'citional topographical and soils infonnadon may be requked if unique • conditions. * • ' . . . „ . „ . . . . .......... . . . . .. . ... • • • ...:• • „., „;,;., • : Completed building permit application Assessor Account Number : Two (2) sets of ....... ...................................... ......... .......... ............. Bite Ftti6...:(atiO0aibirilditiOland:1OCatiakatapoaaaitaao!!00'cii01.i Details ensenna/sstallfte sh and method of attachment Stnmctural calculations stamped by a Washington State licensed ' engineer may be required • • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: Vic_ #(41-0(. FROM: 5h- e.1 DATE: V-21 7 , I qQ SUBJECT: MEMORANDUM PHONE # (206) 433.1800 Gary L. Vanpusen, Mayor x L- n-Qo r O V 1 -1 So • roe : ress: / 6' 574— o nspect on: Ar....ipo Sp : ► : nstruct oils: Date ant: ' : Z- 3 -, a d • Requester: Phone f o.: INSPECTION RECORD ' Retain 'a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 4 -3670 Approved per applica• =des- "Drrections -req :d prior to approval. COMMENTS: nspector: Receipt No.: O . $30.00 REINSPECTI FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1751721 L " ::' Addre 3 Z— 4 / .7 ----- alled: Specie structions: Date Wanted: /1-2"( am. Requester: Phone No.: • PE D../Approved per applicable'codes. INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 I $30.00 REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection eceipt No die: Corrections required prior to approval. •7., ^:SKr ^^r m. �^ —^ rr .....'.r, .4x? t- :" �' �:.j+:5'. itv' , ,;..1�"�i,',"4yu''r�i•c��;i� it Project Name / or .Address City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA DEPARTMENT FINAL APPROVAL FORM y Retain current inspection schedule I Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: _ Approved without correction notice Approved with correction notice issued Gary L. VanDusen, Mayor Control No. --/y6 4/ Permit No. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wail Board Fastening 431 -3670 X 11 A nchor Bolts 431 - 3670 12 ti 13 X 14 FIRE FINAL insp: 576 -4407 /// ll/ , `� � ) 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTO . - - 47/ q COMM NT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3325 S 116 St tlUILUIUIti YtFfMll INSPECTION RECORD (Post with Building Permit in conspicuous place) BUILDING (pL/ r "l , PERMIT NO. PROJECT: Rock Mountain Bank Note CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS rC� All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points dear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type "cn often eliminate problems, delays and misunderstandings as the project progresses. ,�,ai Rocky Mountain Bank Note apeedrack Racks Location: Seattle, WA (Zone 3) Prepared For: Hoj Engineering Salt Lake City, UT Prepared By: Eugene D. Birnbaum And Associates Consulting Structural Engineers 1626 Silver Lake Boulevard Los Angeles, CA 90026 (213) 663 -9218 This Document and the design it Codta'ns is c•pyright by Eugene D. Birnbau • " and Associates. it is provide e- iris r ' •(9t of service, and shall not be reproduced in any fashion, thout th it •n permission of Eugene D. Birnbaum and Associates. ; ,,•1 ,. 0 1 AW" fr4 Nisi, 4:19000 .• , , w N A0 l4 r Peter S. Higgins, S.E. Job Number 19451 December 30, 1990 Notice to : uilding Departments If this calculation is submitted for building permit approval, it shall contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. All documents shall bear appropriate seals and signatures in ink of a contrasting color with the same Job Number Reference. The calculation shall be signed across this block. REPRODUCTIONS OF SIGNED COPIES ARE INVALID, RECEIVED CITY OF TUKWILA FEB 8 1991 PERMIT CENTER Et NE D. BIRNBAUM AND ASSOC }ES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 Table of Contents Job. No. 19451 Sheet i 1 Configuration 1 2 1.1 Components and Geometry 2 1.2 Check Beams 2 1.2.1 Design Forces 2 1.2. Beam Properties 2 1.3 Check Posts (Dead plus Live Loads) 3 1.3.1 Load to Post 3 1.3.2 Post Properties (net section) 3 1.4 Longitudinal Seismic 3 1.4.1 Base Shear 3 1.4.2 Design Forces 3 1.4.3 Post - Combined Stresses 3 1.4.4 Beam Connections 3 1.4.4.1 Design Forces 3 1.4.4.2 Connection Capacity 4 1.5 Transverse Seismic 4 1.5.1 Base Shear 4 1.5.2 Design Forces 4 1.5.2.1 Stability 4 1.5.2.2 Brace 4 1.5.2.2.1 Tension 5 1.5.2.2.1.1 Design Force 5 1.5.2.2.1.2 Brace Capacity 5 1.5.2.2.2 Compression 5 1.5.2.2.2.1 Design Force . 5 1 .5.2.2.2.2 Brace Capacity ...... .... 5 Slab on Grade . . ... ..... ... ................. Jr Elk .141E D. BIRNBAUM AND ASSOCI CES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Eu.- e •. Bir baum and Associates SR - 1 1. .1.2 By Others Hoj - Drawings to come 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level =1.8 kips Design beams for 25% impact V =ZIRCSW Thus: 1.2 Seismic 1.2.2.1 General VS W 50.10SW 13.30 Where: Z =0.75 1 =1.00 Job No. 19451 Sheet 1 K =1.00 (Complete load carrying space frame) C 1 a 1Sq S <1.5 (unless lower value per - mitted by soils report) W =Total Load (Dead Load of rack . is usually negligible) T may be determined by any rational method, or the default CS of 0.14 may be used: E::NE D. BIRNBAUM AND ASSOC 'ES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2 Configuration 3, ,2.1 Components and Geometry, W W =96" a =60" b =60" Beam Type Rig 2.2 Cheek Beams 2.2.1 Design Forces L < W M (2)(8) =13.5 inch kips 2.2.2 Beam Properties 1" K4C D=4.00" 1__ = 1.625" t =14 ga 2.625" t F1 A,. • H =144" D =42" 1 =43" Upright Type FAR S =1.12 in I =2.32 in4 S min M 30 =0.45 in Job No. 19451 Sheet 2 O.K E :NE D. BIRNBAUM AND ASSOC CES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post 2.3.2 Post Properties (net section) 1.6251.375" It 1.625" L— 2.4 Longitudinal Seismic 2.4.4 Beam Connections 1 at of levels) (L) 2 =1.8 kips EB Column t =13 ga A =0.80 in S in r =0.99 in S =0.65 in r =1.10 in 2.4.1 Base Shear Use Code Default Values for CS V= 0..105W =0.19k 2.4.2 Design Force$ P <1.8K; V<0.19K M <Va- (1.3)P < (0.19) (60) - =9.0 inch kips 2.4.3 Post - Combined Stresses 1.3)(1.8) l /r =39 a /r =61 F =22.6 ksi P =18.1k M Job No. 19451 Sheet 3 (fixity due to width of • base plate) = 0.65 <1.33 O.K. EU(NE D. BIRNBAUM AND ASSOC ES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2.4.4.2 Connection Capacity 4 "I 3/8" diam. Pin Va = 4.6 kips (Double Shear) 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V =0.105W =0.38K 2.54 Design Forces D II' P EQ 2.5.2.1 Stability Standard Connection O.R. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. Ma= (1.33)(4.6)(4)= 24.5in k Job No. 19451 Sheet 4 Vh' P D h' =90 inches P =0.8 kips Note: Bracing shown is schematic see this section, subsection .2 for actual geometry. Peq <gD +L - Stable -No Uplift. Anchors provide added Factor of Safety. O.R. 2.5.2.2 Brace Vote - Allowable stresses increased by 1.33, design forces increased by 1.25 :NE D. BIRNBAUM AND ASSOC 'ES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank. Note December 30, 1990 2.5.2.2.1 Tension 0.5.2.2.1.1 Design Force Tb <0.7K 2.5.2.2.1.2 Brace Capacity 7/8 Diameter X 20 ga. tube. A =0.092 T =3.7 kips O.K 2.5.2.2.2 Compression 2.5.2,2.2.1 .Design Force Pb 2.5.2.2.2.2 B ace Capacity TS 11/4 X 1; X 18 ga As =O.23 in r =0.49 in Q =1.00 Fa P (ksi) (k) L kl (in) T 36 74 20.2 6.20 O.R. Job No. 19451 Sheet 5 E( NE D. BIRNBAUM AND ASSOCI ES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 .6 Slab on Grade Treat slab as equivalent unreinforced square footing B = 12 P Q a =16.1 in 1 (B-b-t 12 • 2. =0.86 in kip /ft Where: P = 1.8 kips b = 3 in. (average) t = 4 in. f'c = 2000 psi Qa = 1.0 ksf S (12)(0) 6 =32 in3_ /ft• Me C ' QQLc 0.027 ksi QaL (12) 54)17-7: °callow— 1.7 =0.085 ksi Job No. 19451 Sheet 6 March 20, 1991 City of Tukwila Attention: Shelly Bates 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Shelly, The address shown on the permit application for Rocky Mountain Bank Note (Gateway North - Building 2) is incorrect. Instead of Suite 157 it should be Suite 161. The tenant has already printed cards and stationery with the #161. Please revise your records accordingly. Thank you. Sincerel Robert A. Hart Project Manager RAH : as cc: Chief Olivas Tukwila Fire Department ItvdIord Properties, Inc A Diversified Real Estate . Development and Management Company BriDFORD PROPERTES {�2 i�t'S rJ r �37a • C9L-1 1 ��ru3 oy3�r -m 12720 Gateway Drive i'Telephone Suite 107 ;2061241 -1103 Seattle; Washington Fax 9tb lt,t3 206/241 -2191 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -061: Rocky Mountain Bank Note 3325 S 116 St #164 PHONE # (206) 433.1800 Gary L. VatDascn, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME VI APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 4. All high - strength bolting to be special inspected (Sec. 306, UBC). 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 6. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any • other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PLAN REVIEW COMMENT PLAN CHECK #9t- beo I PROJECT ¶tC\ lV `�1JT�1�C REQUIRED INSPECTIONS Le No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 'V Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296- 4722). O Electrical permit shall bo obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (277. 7272). 0 J All mechanical work shall be under separate permit through the City of Tukwila. O All structural concrete to be special Inspected (Sec. 306, UBC). O All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special Inspected (Sea. 308, UBC). 0 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet In length. 0 Readily accessible access to root mounted equipment Is required. 0 Engineereed trues drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 15. 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign•ott prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296-4787, at least throe working days prior to desire Inspection date. On work requiring Health Department approval, It Is the contractor's responsibility to have a set of plans approved by that agency on the job site, Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the tire performance rating thereof. Such Identification shall be issued by an approved agency having a service for inspection at the factory. 0 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. All wood to remain In placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. 1 .4;1- - '' — Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid, 1 Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 A -- (30L--rs e X 12 13 14 FIRE FINAL 15 PLANNING FINAL 16 PUBLIC WORKS FINN, )(17 BUILDING FINAL PLAN REVIEW COMMENT PLAN CHECK #9t- beo I PROJECT ¶tC\ lV `�1JT�1�C REQUIRED INSPECTIONS Le No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 'V Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296- 4722). O Electrical permit shall bo obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (277. 7272). 0 J All mechanical work shall be under separate permit through the City of Tukwila. O All structural concrete to be special Inspected (Sec. 306, UBC). O All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special Inspected (Sea. 308, UBC). 0 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet In length. 0 Readily accessible access to root mounted equipment Is required. 0 Engineereed trues drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 15. 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign•ott prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296-4787, at least throe working days prior to desire Inspection date. On work requiring Health Department approval, It Is the contractor's responsibility to have a set of plans approved by that agency on the job site, Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the tire performance rating thereof. Such Identification shall be issued by an approved agency having a service for inspection at the factory. 0 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. All wood to remain In placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. 1 .4;1- - '' — Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid, ♦,f Dear Sir: a City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -061 (513) Gary L. VanDusen, Mayor February 14, 1991 Re: Rocky Mountain Bank Note - 3325 South 116th Street, Suite #1 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. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ", (UBC 3314) (UFC 12.108) (Provide a marked exit to serve the northeast corner of the manufacturing area) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 °7 77 The Tukwila Fire Prevention Bureau nf� Gary L. VanDusen, Mayor 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) Refrain from blocking sprinker coverage with shelving. NFPA Standard #13 states that any shelving or decks in excess of 4 feet in width will require the . installation of sprinklers thereunder. (UFC 10.302) (This applies to the low flow rack as well as to shelving) 4.. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 qOcKY K\ooKrrAt E)Pci,AV ADDRESS: 3 2.5 U_ __ DATE: PROJECT: OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT/1 OF STORIES FLOOR AREA (g, 3 OCCUPANT LOAD EXITING REQUIREMENTS DETAILED REOUIREMENTS V OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.B. E.C. CHAPTER 51-10, W.A.C. NOTES PREPARED BY: P• �AcK jibirQ A �L - �-1 TS 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Rf\C- O DATE: Z. it A( Type t (ga) A S rx r AC 14 0.41 0.37 1.16 0.57 AB 13 0.48 0.43 1.15 0.56 AA 12 0.56 0.49 1.14 0.56 DC 14 0.52 0.38 1.05 0.65 DB 13 0.62 0.45 1.04 0.64 DA 12 0.72 0.51 1.03 0.64 EC 14 0.67 0.47 1.00 1.11 EB 13 0.80 0.55 0.99 1.10 EA 12 0.97 0.62 0.98 1.09 FC 14 0.83 0.54 0.97 1.43 FB 13 0.98 0.63 0.96 1.42 FA 12 1.18 0.72 0.95 1.42 GC 14 0.67 0.60 1.33 0.68 GB 13 0.80 0.70 1.32 0.67 GA 12 0.93 0.80 1.31 0.67 1 Type n t (ga) S aY K4E 4.00 16 0.90 1.86 K4C 4.00 14. 1.12 2.32 K5E 5.00 16 1.23 3.20 K5C 5.00 14 1.54 4.00 K6E 6.00 16 1.61 5.04 K6C 6.00 14 2.01 6.29 K6A 6.00 12 2.82 8.81 BRR 1.63 14 0.37 0.30 LAS 2.75 14 0.72 1.00 BAR 3.00 14 0.51 0.76 LAB 3.25 14 0.89 1.48 LBS 3.75 14 1.18 2.27 BBR 4.00 14 0.80 1.59 LCS r 4.25 14 1.42 3.12 LDS 5.25 14 1.91 5.10 LDT 5.25 13 2.22 5.86 LDO 5.25 12 ' 2.57 6.84 r IPA YIMONNIMINNINNIIM.. DIRTR/,ICN•PCST cL.wP INT MOON 1I 5 1 8 a rt xM = 4 1.25 TuaUL. FZ. COLUMN Y Type Past Details and Properties (units: inches u>o) (all properties net section) 1 ita u 4, HQLs v U 3 /b4'L OGI`t P1Ca P Hs' 1 .625" 3" 1.6251.375" 1.625" T e P Type CONNeGToK. ANGLE - 76A. ( -3/, 8 , 4 CONNECTos„ 1.625"2.375" L__ 1.625" 1.625" COWNEGTCS �NGL.E 1� Note: K -7 and - -R Beams are one piece Others are two piece beams (units: inches uno) 2 .6 2 5 " 2 1, 1� '� T i._ �' � �� E C T I O .625 t Beam Details and Properties C -o Lu r4 MIN. 3 /s AM K09610 EXPAN51oN AtdGHo 2 •EMSEDMeNT I AA-wo I:GA. PHIL.L. RED HEADS TO eE INSTAL.L_ED Ps R. RR O2.7 -45 5112 EASE PLATE ALL DATA ON THESE SHEETS ARE THE EXCLUSIVE DESIGN OF EUGENE D. BIRNBAUM AND AS- SOCIATES, AND NO PART OF THESE. DRAWINGS SHALL SE COPIED OR USED WITHOUT THE KNOWLEDGE AND WRITTEN CON - SENT OF EUGENE D. BIRNBAUM AND ASSOCIATES. eS: 11I,nr_»I 111 FROHT ELEVATION ERA ION. GENERAL WQTEB 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job Number) for components used, special details, arrangement, and site specific information. The installation drawings govern over this drawing. 2. MATERIAL . Steel - ASTM A570 Grade 50 UNO Welding Electrodes - AWS E70 -XX (all welds single• pass fillet welds designed at 50% stress levels) Expansion Anchors shall be ICBO approved types. Hilti Kwik Bolt (ICBO RR #2156)) Phillips Red Head JS type (ICBO RR # 1452) Ramset TruBolt (ICBO RR #2391) Embedment shall be minimum 5X Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installa- tion drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 3 Unless noted 'therwise on the installation drawings, the allowable soli bearing value is 1.0 KSF. EUGENE D. BIRNBAUM AND ASSOCIATES STRUT 1U)AL ENGINEERS 1 828 SILVER LAKE BLVD. LOS ANGELES 90028 CALIF. (213) 883.9218 •TRUCTURA:. tNSINKR. 1 .g. RECEIVED • rrvn1=rrIKINILA FEB 8 X991 PERMIT CENTER 3. rereffl - 1YPIGAL. 6L P-KINen I2' NIGN X 42. 6 1411 CAL C U L-MI I S riP PN SG I, I-I I c U =IP i = a i::: •111[ � }:: I I r ...:' 44111114111I11111IIIIIIII 11111111111 I I 11141111111441141111111 1111111111 S /4i11111 1111111111 1141111141 111111111111 111111111111 1114111 111111{1111111IIIIII1I111111 N- N- N- N- N- MON. N— Ids. 1 1111III111IJIIf 111I111I111IIJI111II1I1II1111 {II►11111111IIIJII111111 Il1111IIIIIIII111 II111111111011111111111I 1IIII1111IJIHN1I11111III111111III1III1II1IH 1111111141111111 11111111111 1 i— PA CUT 1∎10 f u 1 SAC —f-- —4 -- TPIAL gtr KAGAINI6 I? 141GI-I 42 176F x e WIPE 2 >..6v5I (ALcdt.A1IO'4 T`tPICW. coNv4 Y019 Z J { I W O • ZZZ -- U QO S SCALE: 1 /8" _ • -a— m 1 ,_ 0 " 9 I LA O 196 „ J r iOCE3 RE.A 5Et 5 1fir ET T /A--I FDA a C.6 FLAN 0 IIII 111 111 1111II11nlill 1111l 1 24'-6" II111III1111d11[1IIIIII 1111114 11111111111 T Loki - PLOW - PA%K 1 1 U 1111111(11111 1 1111111�t1111I 11 hlilhl1I1�1111r 111111tI1111111 1 � 1ltill1I1111111 I � 11111111111111 I � . 2 3I 4 I No.1 �`wv ;111 111 r 9 9 Y;� S,: K, Z t ''+ 1lri il iilriii 1ililirli Ir11111fi rrriI i 111111 rrrilf111 24' -6" - 1 1 / 4 1Pk -.Al. STEM. FiAGKIti Ia' i-i x 4 ''boEP , g' W E \ Z I-l;Vet• S6E cmLcj i -tiokis .. i oI 1i ., rJ 24'-- „ 12'- „ o� B c0 • • 0 0 N A By Date Permit No. - .-- 1 , 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. lsacE'.nowied�ed. trector's copy of approved plans 1Jolvi SitE+ua` Tus'PEcrioAl IkMcAok SOLTs • 4 RECEIVED rrty op r► wwILA FEB 8 1991 P€RMITCENTER