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Home My WebLink AboutPermit B92-0083 - ROCKY MOUNTAIN BANK NOTE - STORAGE RACKSb92-0083 rocky mountain bank note rack 3325 south 116th street #157 e TA Pim david kehle arch tec November 10, 1992 City oF Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ATTN: Ms. Denise Millard RE: Letter From City oF Tukwila Re: Permit #B92 -0083 Dear Denise, Could you please cancel the Building Permit #B92 -0083. The Tenant will not longer need this permit. Thank You, ScKehL ) P.P, David Kahle DK /ct Enclosed: Letter From Cit dated 11/5/92. Z 66 0 i AN VTIAMM. Jo ua 03N303U (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 Nov 05, 1992 KEHLE DAVID 12878 INTERURBAN AV S TUKWILA, WA 98168 Dear Permit Holder: Our records indicate that on. Dec 12, 1992 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B92 -0083. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Dec 12, 1992. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. Sincerely, /Mth ,fl .4"-4" 2 V , )W IA • 1 v City of Tukwila F U) ohn VY. Rants ma Department of Community Development Denise Millard Permit Coordinator Department of Community Development pV c t s C(ifl d p2A ►ru I h 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 f (206) 431-3670 Cita t 04 Wei '11159 44e Rick Beeler, Director Fax (206) 4313665 • City of 7u kwil4 Community Development / Public Works o 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0083 Type: B -RACK Category: RACK STORAGE PERMIT Address: 3325 S 116 ST Location: Parcel #: 102304 -9012 Zoning: M1 KR314E SEC923 INSTALL 10' HIGH STORAGE:RACKS Rack Storage Dimensions - Linear Feet 136 TENANT ROCKY MOUNTAIN BANK NOTE 3325 SOUTH 116TH STREET, TUKWILA, WA 98168 OWNER BEDFORD PROPERTIES 12720 - GATEWAY DR., SUITE 107, SEATTLE WA 98168 ARCHITECT KEHLE, DAVID Phone: 206 433 -8997 12878 INTERURBAN AV S, SEATTLE, WA 98168 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: Height 10.0 . 0 . 0 . 0 . 0 .0 Status: ISSUED Issued: 06/15/1992 Expires: 12/12/1992 Totals 1,360 (206) 4313670 ,360 UBC Edition: 1988 Valuation:. ` 6 ************.******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date Permit Fee: 18 ;10 I hereby ce that.I have read and: examined"thi's permit and know the same to be true 'and correct. All provisions ` of : law and ordinances! governing this work will be complied with;.= whether"(specified herein or not The granting` " o"f this " permit does not presume to give authority violate or cancel the ' pr o .visions of any other state or local laws regulating construction or .: the ,, performance of work: I am authorized ; to ' sign for and obtain this ing:,permit. Signature:_ Print Name: 1lih /St I as T.:itle This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED DATE READY DATE NOTIFIED I . _ 9 BY: ) t � / P EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING I . 1 0 3RD NOTIFICATION BY: (In it.) PLAN CHECK NUMBER 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. • Plan corrections shall be completed and approved prior to sending on to the next department. • 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. OAD SQUARE FE OCC. LOA SQUARE OCC. SQUARE OCC. L.A SQUARE OCC. L• D TOTAL SO :REF ET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - � initial review 3_ 10 - q. f' l � 4c ( OUTED) z - - ;;;//,-; - ;',- -, . a� FIRE PROTECTION: N) Sprinklers 0 Detectors O N/A 3 k* clt~ FIRE DEPT. LE 1 1 tR DATED: he -�Z._ INSPECTOR: S 3 ,. FIRE O PLANNING O PUBLIC WORKS O OTHER SITE ADDRESS 3a 5 S 3t PROJECT NAME REVIEW COMPLETED INIT: INIT: INIT: i BUILDING- S .J k L final review ` INIT: BUILDINGOVERMIT APPLICATION TRACKING CONSULTANT: Date Sent - ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- UTILITY PERMITS REQUIRED? it Yes [i ' PUBLIC WORKS LETTER DATED: Date Approved - TOTAL OCC LOAD IBAR/LAND USE CONDITIONS? (Ye J w- SITE ADDRESS SUITE # 3325 � 11 . ll 11 VALUE OF CO STRUCTION -) 7 0, oov • ° PROJECT NAME/TENANT CvkTEw Pi 1.10)e-0.1 / YPr Gllocdnrr'AlN 13AAN k I'Iv ASSESSOR ACCOUNT # 1 10 - • 0 a TYPE OF 0 New Building • Addition Tenant Improvement (commercial) • Demolition (building) WORK: Mr Rack Storage 0 Reroof 0 Remodejresidential) 0 Other DESCRIBE WORK TO BE DONE: Lory s u G T R p,-C.K S TO 12A L t= to A-Lk 5 BUILDING USE (office, warehouse, etc.) 6r!=i cr< CvAl2No(,&t= NATURE OF BUSINESS: CdC Ji2 NT INC:3 % (;:l'Trz.\ \UTlo WILL THERE BE A CHANGE IN USE? g No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 5 3q-0 S Tenant Space: Z4- 13 z , Area of Construction: l91 12 t fi r, WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: 1'aP t CH 8c K4 t Wi KITIN(a I t■11c (NON . -F A►M 1rk31. PROPERTY OWNER ✓rt?FOP,n "192opgr2rlS (PHONE z4\_ 11 a ADDRESS )2.720 C7 --1 (x-)AV 1 IVE . f - 7 .k-- r-t.g. WA. ZIP (, CONTRACTOR iniocK�1 �I�u -rA1 nl 4N1f=, N01 -E. (re.N -0") PHONE Z�i{ --0 v ADDRESS ZIP WA, ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT .0,41\7 kpiL . ` IN.Yzc T-1ri -5- PHONE .3. 8' c,1.7 ADDRESS Mel INTg KUR,t3�.N Nv... , � — A7T�t~ , WA., ZIP q, 1 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BUILDING OWNER SIGNATURE • OR AUTHORIZED AGENT CONTACT PERSON j7/}ViC k6N1-1_ D ATE APPLICATION ACCEPTED BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: PRINT NAME /6Arzy ADDRESS iZ8 ? turrietAKt.3r4m Ave . . B PERMIT APPLICATION TOTAL DATE APPLICATION EXPIRES AMOUNT RCPT. # DATE. HEREBY: CERTIFY: THAT. I HAVE.READ;AND ` EXAMINED THISAPPLICATIION KNOW. THE SAME BE TRUE AND''CORRECT AND I AM AUTHORIZED: TO APPLY FOR >THIS PERMIT: DATE 3- fcU - PHONE 1}33 -e31? CITY2IP ATr ` Wp g8/6 PHONE 4_53_ 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. -1 o 1 6191 COMMERCIAL . . . NEW COMMERCIAL BUILDINGS/ADDITIONS . • • • • . El Completed building permit application (one for each structure) . . : :".....• . Assessor Account Number .. Two sels..(2)of the following 1 Soils report stamped by a Washington State licensed engineer . . .• " • , Topographical survey .; [ Energy calculations stamped by a Washington State licensed engineer or architect . • "."..":', • ••••••• 1 -1 Legal description Working drawings, stamped by a Washington State licensed :•:: ' • % • : • architect, which include: . .." ..• • Site plan : • ' . :. • ": • • Architectural drawings .• • Structural drawings .: . . . • • Mechanical drawings . .; • Elevations '• • ... ; ; • Civil drawings • ; • Landscape plan::: ni Completed utility permit appliCation.(Oritforeritire project) •• .Six (6).sets of drawings „ , • :: „.. ,, , , ' ' ' NOTE: See utility permit application and checklist for specific u submittal requirements. • • . • : : ,•.: :.F1 Assessor Account Nu mber : • :. RACK STORAGE — *Narrative describing existing roof,:matoral . Oeing:tettlOyed,.arld. , material being installe SUliMITTAIL CHECKLIST Structural calculations stamped by a Washington State licensed COMMERCIAL TENANT IMPROVEMENTS E Completed building permit application (one for each structure or tenant) - Assessor • ............................. Number Two (2) sets of construction plans which include L Site plan . Location of tenant space Landscape plan (if applicable, I e • Exisdng and proposed parking change of use) Overall building plan Tenant Use of Overall dimensions location (common f building or square footage Floor • ' Tenant • • ..• plan of proposed acet•PlE9:- ft6rns.''?"*".•.:Ii161De Now walls, existing wall, and demolished Exit doors egress Constru�ti�n ijeidetails ..": Cross section [-] Structural calculations stamped by a Washington State Hcensed • is •49 ' •:' ' ' ' • • NOTE If °'• application arid plans . . . . . . . : : • • R RooF Completed building permit application (one for each structure) inspection and sign Assessor Account Number off of the permit..: . NOTE A certification letter is required prior. to final Completed building pei mit application • Builcfinq floor . p lan showinri . ....... " ' ComPleted building perinitapplicon'f.: • Entire space where racks will be located Exit doors A.. Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. • ' . • , . . Structural calculations stamped by a Washington State licensed engineer (rack storage 8 and over). *: . • • RESIDENTIAL Completed, building permit application (one for each structure), AsSesiar Account Number :Twa (2)1"of..Werici drawings include • . • . • •.... . • •. . • • • Site. plan I' plan show hydrant location Foundation plan •••••••• Include access to building showing • Floor plan • width and lengTh of access) Roof . • Building :plevationS"•(all Building cross section Structural •.•.• f raming plans • • ••:•*":„*":',...;:: ••• Washington State Energy Code data . . Completed perfrilt • • • : : . • Six (6) sets of Site plans showing utilities • ; : •••," ' ; • : NOTE :l• Building site plan and utility site plan Maybe combined See.. utility permit application and checklist for specific submittal requirements.'t Additional topographical and soils : information may be required if unique site conditions. s : " • • Two (2) safs otplans, which Site Plan . • ' : ... (showing building and location of antenna/satellite"*dis. • " " : • :. I Detellscanterine/satellite.dish'Ao0 me of attachment Structural calculations stamped by a Washington State licensed . • engineer may tie required ••■■•■•=1111=1•31.■ ■••■■■••■••••• • • NEW SINGLE-FAMILY. DWELLINGS/ADDITIONS • • • • : . • • • I::: ... . • Assessor Account Number , '•••••• trY101(2)" Sett :Of• WarkIng''draWirig Site plan Foundation plan Floor plan • Roof plan Building elevations (all views) Building cross section Structural framing plans and plans must be submitted • • Nov 05, 1992 KEHLE DAVID 12878 INTERURBAN AV S TUKWILA, WA 98168 Dear Permit Holder: City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director Our records indicate that on Dec 12, 1992 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B92- 0083. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Dec 12, 1992. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. Sincerely, Denise Millard Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206) 431-3670 Fax (206) 4313665 '(nrm -+rt? mo w• Total Fees: Total All Payments: Balance: KS Description,, BUILDING - NONRES • STATE BUILDING SURCHARGE Total (This Payment): 18.1.0 18.10 .00 ***•*****k******* k*********t***** * * * * * * * * *k * * * * * **k * * * ** ** * *k * ** CITY OF TUKWXLA, WA TRANSMIT * *** * *k ******* ** h* ** * ** * * *k *** k* k ** * ** ** *fir * * ** * * ** *** * * * * **** * ** TRANSMIT Number: 92000572 Amount; 18.10 06/15/92 15:04 Permit Na: 892- -0083 Type: O-RACK RACK. STORAGE PERMIT Parcel No. 092304 -9060 Site Address: 3325 S 116 ST Payment Method: CHECK Notation: DAVID KCHLE ARCH Ir►bt,e15 S2U ********************* k** k**** kk* k ** * *** * **k * *kk * * * * * ** * * *A * * * *** Account Code 0.00/322.100 000/386.904 Paid 13.60 4.50 18.10 GENERA GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 0780A000 13.60 4.50 45.00 29.25 4.50 96.85 96,85 0.00 1402 Address: 3325 S 116 ST Tenant: ROCKY MOUNTAIN BANK NOTE Type: B -RACK Parcel #: 102304 -9012 CITY OF TUKWILA Permit No: 892 -0083 Status: ISSUED Applied: 03/10/1992 Issued: 06/15/1992 k***' k*************************************** * * * * * *•k * * * ** *** * * *•k * ** * *•** ** k** Permit Conditions:. Z.. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection recor.ds.,�...and..,.--approved plans. shall be maintained .available at. e;:"p:�� o the start of. any •construction. T dot- uments ar — td ai :b.e, available until } fl.t h "e a;l `inspe #n app is roval granted. 3. All construction t •o be ,done ; In cor w ith approved plans and requ.iNme.nts af< tie. Un.iArm .,Bui ld;ing Code ,t: :1988 Edition) : ,,•. T .. ` ,, >,;° G` , 4 . Validity ; of Permi ss t ¢,, s r = Th`e i.uaeof ,a, ermit.,5. . ; ; tl �� nc p or; apProv?i� of plans, pe. `if.ications an'd ".computations shall not ?be ''con`4 strued .;to5'be4?4,permi0or, tapprova l of , ,:any v o 1,at 1 C r1 of any,Yoff the prov i,s i ons � i s code or of an kri,oi;l e,r . ordin n e of.. the N i >urisd`i;Gt�� +orr. No,.permit presuming to;f,�gi'ive author ,ltv •o�' viotlate 01,:1, canc4.,,t.he provisions of this"code ! j �.41i' 7 if ArA y d �i �1 kti„ % F:r'Arnj��J 4 shal ITb eova;l'F1'•d. £ ,t - ., t : ,, :., r t • �,. • .4) factor's co W Br Rocky Mountain Bank Note Speedrack Racks Location: Seattle, WA (Zone 3) .441 r.6444N;..i00451440 r!.N4..t � ... /.:iJ...�i.. ri.•.{M1Y!h.l.l,'Y0:f+i.. 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 contains is copyright by Eugene D. Birnb� and Associates. It is provided wan instrument of service, and shall not be reproduced in any fashiou.without,the,irrittan permission of Eugene D. Birnbaum and Associates. :% r �.. «:•..,... ___ Notice to ''Building 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. REPROD771 NS OF SIGNED COPIES ARE INVALID Peter S. Higgins, S.E. Prepared For: I understand that the Plan Check approvals are sublcect to errors, a' d onis::iol mu! approval of ,,,f the violation of ` iJ +: riv �• :, t ti)f y code n{ ; +'; ±sty; }t'+ +:%. i ec�1, e31.lt`�I3tL(� ;rt .i:r:lit 'z,Wlov.rledgfec Dole Job Number 19451 December 30, 1990 `�� 4 � : . .. .. • y RECEIVED CITY OF TUKWILA MAR 1 0 1992 PERMIT CENTER c JGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 Job No. 19451 Sheet i Table of Contents 1 Configuration 1 2 1.1 Components and Geometry 2 1.2 Check Beams 2 1.2.1 Design Forces 2 1.2.2 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 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 1.6 Slab on Grade 6 LIGENE D. BIRNBAUM AND ASSOC ' ATES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 1 Reference Date 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 .,. ,�,,y:.,.,�.:.•w- .�•.,•,,, := 1.1.1.1 By Eugene D. Birnbaum a d Associates SR -1 1.2 Loads 1.1.1.2 By Others Hoj Drawings to come ,x..2.1 Vertical. (Dead plus Live) Loads per level =1.8 kips Design beams for 25% impact 1.2.2 Seismic 1.2.2.1 General V =ZIKCSW Thus: K =1.00 (Complete load carrying space frame) VS w 50.105[✓ 13.34T Where: Z =0.75 .. I =1.00 Job No. 19451 Sheet 1 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. c il1GENE D. BIRNBAUM AND ASSO XATES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2 Configuration 1 2.1 Components and Geometry w 2.2 Check Beams 2.2.1 Design Forces L W 105. (2)(8) =13.5 inch kips 2.2.2 Beam Properties 1" W=96" a =60" b =60" Beam Type R4C R4C D =4.00" 1.625" t =14 ga S =1.12 in I =2.32 in4 2.625" H =144" D =42" 1 =43" Upright Type EA < Al nun 30 =0.45 in Job No. 19451 Sheet 2 0.R. I QGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2.3 Check Posts (Dead Blus Live Loads) 2.3.1 Load to Post P< (# of levels) (L) 2 =1.8 kips 2.3.2 Post Properties (net section) 1.6251.375" . i t =13 ga A -0.80 in It S =0.55 in .625" r =0.99 in S =0.65 in r =1.10 in 2.4 Longitudinal Seismic 2.4.1 Base Shear Use Code Default Values for CS V= 0.105W =0.19k 2.4.2 Design Forces P<1.8K; V <0.19K M <Va- (1.3)P < (0.19) (60) - (1.3) (1.8) =9.0 inch kips .4.3 Post - Combined Stresses 2.4.4 Beam Connections 2.4.4.1 Design Forces • Mconn.« • 0" •EB Column P M —+ — P M 0.65 <1.33 O.R. l /r =39 a /r =61 F =22.6 ksi P =18.1k MX =16.5% Job No. 19451 Sheet 3 (fixity due to width of base plate) IJGENE D. BIRNBAUM AND ASSOCIATES • • CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2.4.4.2 Connection Capacity 4 " 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 2.5.2 Design Forces D f V 1 ±P 1 6Q h' 2.5.2.1 Stability Standard Connection M (1.33) (4.6) (4)= 24.5in k Vh' O .R. P, D h' =90 inches P =0.8 kips Job No. 19451 Sheet 4 Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. Peq <PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. Use min. 3/8" diam. ICBO approved expan- sion anchors. Minimum embedment 2" into slab. O.R. 2.5.2.2 Brace Note - Allowable stresses increased by 1.33, design forces increased by 1.25 4. • A,JGENE D. BIRNBAUM AND ASSO'SATES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2.5.2.2.1 Tension 2.5.2.2,1.1 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.R. 2.5.2.2.2 Compression 2.5.2.2.2.1 Design Force Pbr. <0.4K 2.5.2.2.2.2 Brace Capacity TS 14 X 14 X 18 ga A =0.23 in r =0.49 in Q =1.00 L kl Fa Pa (in) T (ksi) (k) 36 74 20.2 6.20 O.R. Job No. 19451 Sheet 5 EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Rocky Mountain Bank Note December 30, 1990 2.6 Slab on Grade Treat slab as equivalent unreinforced square footing B ft t Qatft B =12 Qa =16.1 in (B - 2 - t) =0.37 feet M `eaLe. ( 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 .5,- (12)(12) 6 =32 in /ft M a� = =0.027 ksi acallcui 1.7 =0.085 ksi O.K Job No. 19451 Sheet 6 Typo t ( g a) � A Bx rx ry �.e. 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 Type 0 t (4a) Oa K4E 4.00 16 1 14_ 16 0.90 1.12 K4C 4.00 K5E 5.00 1.23 K5C 5.00 14 1.54 - K6E 6.00 16 1 1.61 K6C 6.00 14 1 2.01 • /MA 6.00 12 2.82 ORR 1.63 14 1 0.37 LAS 2.75 14 I 0.72 1 BAR 3.00 14 0.51 LAB 3.25 14 1 0.89 LBS 3.75 14 ' 1.18 BBR 4.00 14 , 0.80 LCS 4.25 14 , 1.42 LDS 5.25 14 1 1.91 LDT 5.25 13 2.22 LDO 5.25 12 2.57 1 8.. 3„ 3 --t 1.25" x- - t A Type 7utT ULAR.. COLUM th Tito } lime - �� L OG ict r4C.1 UrC • .1 . li 1.625" D Type 3 .. It J .625" Post Details and 1.6251.375" 1.625'2.375" E Type ' Type 1 .625" G Typpe Properties (units: inches u(to) (all properties net section) COn4 4 C70IL AT4GLtr '7GA. Note: 1 1 K -- and - -R 3 I I Beams are + r one piece Others are 1.625" two piece beams cor .e.r•TOF. (units: inches uno) Beam Details and Pro 2 ■ o � 4 2.625" b EA M TO CQL-UN4IL CC _ 4 4 •r AL AR cu so TN CO KN SIN AN - L, $ 1.625" 2.625" S 0.90 1.12 1.23 1.54 1.61 2.01 2.82 0.37 0.72 0.51 0.89 1.18 0.80 1.42 1.91 2.22 2.57 Ix 1.86 2.32 3.20 4.00 5.04 6.29 8.81 0.30 1;00 0.76 1.48 2.27 1.59 3.12 5.10 5.86 6.84 t9 - COLUMN (� MIN. %y 4 Ar°ROvEO EArAMSIoN AIYHOP., E "4 EMbeDMENT An.i,G Il e!� ALL DATA ON THESE SHEETS ARE THE EXCLUSIVE DESIGN OF EUGENE D. BIRNBAUM AND AS. SOCIATES. AND NO PART OF THESE' DRAWINGS SHALL BE COPIED OR USED WITHOUT THE KNOWLEDGE AND WRITTEN CON. SENT OF EUGENE 0. BIRNBAUM AND ASSOCIATES. IfGh. PHILLIPS REM HEAOS TO I5E INSTAL.L.ED PER RR s; 027-46 STD. E7ASE PLATE 4 FRONT ELEVATION id Properties® EUGENE C, BIRNBAUM STRUCTURAL ENOINEERS leas $ILVE11 LAKE CLVD. LOS A IOLLLS V00a0 CALIF. RIOT 003.0210 ..w f..1..... O.Tt1.3(.11 FLATTEN END5 of TUBE AND WELD 701 CoL. (TYP.) h SPEEDKAC K STANDARD DETAILS T5 1' /4F 1'/4 F I B g e (TY?) T5 T,B tO g a (Tre) -COL.. ERA N EL. VAT ION GENERAL NOTES 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 Steal - ASTH 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. e.g. Hilti Kwik Bolt (ICBO RR /2156)) Phillips Red Head JS type (IC80 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 otherwise on the installation drawings, the allowable soil bearing value is 1.0 XSF. R Rocky Mountain Bank Note Speedrack 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 f ember 30, 0 This Documen and the design it corite'ins is cop right by Eugene D. Birnbaum and Associates. It is provided instrarpe It of service, and shall not reproduced in any fashioj without th# n permission of Eugene D. rnbaum and Associates. ,,N .•, r ,;.r,,.,..,,,____ Peter S. Higgins, S.E. Job 9451 ice to Building Departments 1 is calcula on is submitted for building permit approval, contain all shee of calculati •. in the table o ents on the next page(s), accompanie gs listed in Section 1. All documents shall bear appropriate sea s and signatures in ink of a contrasting color with the same Job Number Reference. The calculation shalt be signed across this block. REPRODUCTIONS OF SIGNED COPIES ARE INVALID FILE COPY bikktS l .. } :e t7 t : www irru 00 0r P 7 .RECEIVED CITY OF TIIKWIIA FEB 8 1991 PERMIT CENTER Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 'Fire Department Review Control 4892 -0083 John W. Rants, Mayor March 16, 1992 Re: Rocky Mountain Bank Note - 3325 South 116th Street, Suite #157 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 3303(d)) 3. 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) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4 -1.1, 4- 4.1.7.1.1, 4- 4.1.7.5, 4- 4.1.7.6.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 25 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Ordinance #1528) John W. Rants, Mayor All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 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) Your existing high - piled storage permit shall be resubmitted showing the new racks. Your s G y � The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd CITY OF TUKWILA Id: ACTP125 Keyword: UACT Activity Table Processing Permit No: B92 -0083 Status: PENDING • Base Informa Parcel No: Owner: Validated By: Status: Act /Inactive: Nature of Wk: Location: Zoning: UBC Edition: Rack Storage tion 102304 -9012 BEDFORD PROPERTIES SLB PENDING A INS 1988 Dimensions User: 1677 03/13/92 diiaa;t ~ #f, .,,•x,_ , RACK STORAGE PERMIT Tenants 4p2 (3 M OUNTA IN BANKlNOTE Address: 3325 S 116 `... ... . ... Applied: Completed: � GHitSTORA.GE CK a: - Linear Feet 136 CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B92 -0083 F1 =Help, ESC =Exit current screen. Type: B -RACK Vers: 9101 Screen: 01 Plan Ck Approved: 3/10/1992 Issued: / / To Expire: x Height 10.0 .0 .0 .0 .0 .0 F7= Update, F2= Previous Line, ESC = Cancel Update Valuation: - Totals 1,360 User: 1677 03/13/92 RACK STORAGE PERMIT Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 03/11/92 03/13/92 03/13/92 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1 [" t LS 2[ 3 [ `�,* 5[ 6[ 7[ 8 [ 9 [ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa 6,000.00 CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL Ivy Co x 1 0(00 x GRAND TOTAL RECEIVED CITY OF TUKWII.A MAN 1 0 .1992 PERMIT CENTER