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Home My WebLink AboutPermit B96-0137 - REYNOLDS FASTENERS - STORAGE RACKSCity of Tukwila � j (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B96 -0137 Type: B -RACKS Category: Address: 18290 OLYMPIC AV S Location': Parcel #: 788890 -0162 Zoning: CM Contractor License No.: NORTHEI167RR Status: ISSUED Issued: 06/03/1996 Expires: 11/30/1996 Suite: TENANT REYNOLDS FASTENERS 18290 OLYMPIC AV S, TUKWILA, WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 CONTACT ROGER ANDERSON Phone: 206 656 -2600 18290 OLYMPIC AVENUE SOUTH, TUKWILA, WA 98188 CONTRACTOR NORTHWEST. ERECTORS INC. Phone: 206 854 -3694 P.O. BOX 921, KENT., WA 980320921 ****************** k**.*• k********************* * ** * * * ** * * * ** * * * * * * * * * * ** * * * * ** Permit Description: PROVIDE STORAGE RACKS IN AN EXISTING WAREHOUSE UBC Edition: 1994 Valuation: 70,180.00 Total Permit Fee: 1,169.40 ******************************* k* k*********** k *-kk *k *** * *'k** * *** **'k* * * * ** ** (0-5—CLO Permit Center uthorize Sig' nature Date I hereby certify that I have read and examined this permit and know the same to be true. and.correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting,of this permit does not presume to give. authority to violate or cancel the:provi,sions of any other state or local laws regulating construction.or,the performance of work. I am authorized .to sign for and obtain this_buSylding y rmit. Signature: 1:01 �C%l,-Gc'f.0471.'. r Q / l boa.soil.J Print Name: 1 Date - -Ai 3 Title: V'4 &1t This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 18290 OLYMPIC AV S Suite: Tenant: REYNOLDS FASTENERS Type: B-RACKS Parcel *: 788890-0162 CITY Or- TUKWILA Permit No: B96-0237 Status: ISSUED Apptied: 05/20/1996 Issued: 06iO3/1996 44444**444444* 41444 44 4**4441 4 4 4 4 4 01444 'Permit Conditions: 1 No changes will be made to the plans unless approved by the Architect or Engineer and, the. Division, 2. All permits, inspectfen:reCOrdsan*approved plans shall be available at the_fobsite prior to the's'tartof any con- struction. TheSe;%.documents te be maintained and avail- able until fAnal'inspectlonapproval is granted.' 3. All construOtfOn tpbe Conformana-rwitn aPPrPved Plans anduirements of the Uniform Buil-ding',Code Editioni40 amended 4. Validity„.,:of_Oermi,t. The isSuance of a Permit or-approval of planspeCiffeations, and:coMputations shall not be.00n strued-,to,be a permit foe,, pr an approval of, an Violation of ani(of'the provisiOnS building code or of :any other/orOnanceof the iurisdiction. No P11 0. to gi41.106Pitv. to violate or cancel the provisions of this • :., "' f , - .',M •�.. � � ,"'� L ¢ �"/� D.E �ARTI�IFNI ;,ry;n ,� .FtAQ'i� ., ;',,,1,1 04,i'`i i �, ar DA g t {�%'L+`R:v`.- '�+,'�c ,.}'.'• J� ,, :. s .+' : � AT ,A , I� 2 � Y 2 L s. .+ t-:.... ° A'P._P:. Y.�� . >. ��: Y , . ,�x: «L� �� t t x., a,<...��, '=� ,-�:• f '{ x_::11 1. ;.. .f , . -"it t ('.. 1'::., '5. i ' � f � fi t Y t L � "�. �v J�� 3' w �� ,f.: ; . Y' d `t �% >� i 3 ; r REGI VIE NTS 1 „ , MMENTS Y` y:iS ^74��:. e, : y: 7: rFa' ftt�- :��5r'{rsK- i:Yt,'3�... vh'M.�t:��k =i�, -. ts �.ile,.tati;�t ,C4 Plan Review Meeting Sao 9 Ca N (-A 3RD NOTIFICATION NIT: BUILDING - initial review 5-ao-q 6 la (ROUTED) C ONSULTANT: J • 4)94 Date Sent - Date Approved - X FIRE ''' 3 r 4 , /.Z 9 F IREPROTECTION: Sprinklers Q Detectors Q WA IREDEPT.LETTERDATE : S a y >L INSPECTOR: S" // NIT: O .'LANNING ZONING: PAR /LANDUSECONDITIONS? QYes Q No REFERENCEFILENOS.: )NIT: 'NINIMUMSETBACKS: N- S- E- W- UTILITYPERMITSREQUIRED? QYes �No Q PUBLIC WORKS • PUBLICWORKSLETTERDATED: INIT: BUILDING - final review D ` b 1 TYPEOFCONSTRUCTION: � tkCl --2 CERT.OFOCCUPANCY? QYes eh No UBC EDITION (year): ( `r''lli-t INIT: BUILDING OFFICIAL `3 7,/ ' G f , V �/ • INIT: J � 4 \ AMOUNT OWING: A-710.50 CONTACTED --- DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 6 CITY OF TUKWILA 1 Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME R no k Fmk:en-Q(6 SITE ADDRESS I O mPic . ki SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED C O 02/15/96 SITE ADDRESS SUITE # I82g0 OLYMPIC AVE. SOUTH. VALUE OF CONSTRUCTION - $ It 7O, 1 BO. 00 PROJECT NAME/TENANT k FYNOI.DS FASTENERS ASSESSOR ACCO NT # - gII isro 016z...0 • TYPE OF 0 New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: K Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: PRovi DE S71714AQE RACKS /N AN EX isr/NG wA1:ZEt BUILDING USE (office, warehouse, etc.) WAREi4OUSE NATURE OF BUSINESS: uUTS AND &.OL TS Di STR/ P,u7'OI WILL THERE BE A CHANGE IN USE? .0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: gS,300 Tenant Space: 29,SOO S.F. Area of Construction: g7 pc, C. F; WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? gL No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: XI Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER THC eS'7APl' G 4. ,1,441 A Cwt 13 62.4. BUILDING OWNER OR AUTHORIZED AGENT PHON /5• Zei/ - 5702 ADDRESS +-/ZS CAL/foe S'RZu1.T STL'' LGY90 S. e../4 . ZIPq .j/ 6 4 CONTRACTOR N E 2C GTE es r /UG / PRINT NAME ) 0 1 C. ADDRESS4ZS cal t -&r PHONEZ� g�r�_ 3� C c f , ADDRESS p-,D, Box f 2.1 k'E yr CONTACT PERSON ":::;G Q- AAJ-0L D ki ZIP916, - -092/ WA. ST. CONTRACTOR'S LICENSE # ND Q r -k R E i 1 6,,--1 R C� vG. *ivy, _ WA. EXP. DATE p&-� / 9c 6 PHONE 08 Z- 24:s9b ARCHITECT /1LF2L1.) 1 -1. GeDo4)61 01 sr A.Zdt *4 ADDRESS zg20 SG .6r /0/44442 601,4c. 66714.1 , um. 1ZI ?gfS4t I HEREBY CERTIFY THAT I HAVE. READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, AND AM .. THORIZED:.TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT SIGNATU •i , ', %�' e 1LI IP DATE \ i 01 I S . . DATE �� PHO S� 1 CITY/Z is F P HON E(5-6,_ �� p yo(... 67e k> / C4 44 2660 (3-",45 PRINT NAME ) 0 1 C. ADDRESS4ZS cal t -&r 1 (.5"7-; 1 CONTACT PERSON ":::;G Q- AAJ-0L D ki DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE 4.50 OTHER: TOTAL - Litoci,Lto CITY OF TUKWILA 'PLAN CHECK NUMBER Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED OUT COMPLETELY DATE APPLICATION ACCEPTED 01 6-co BUILDING.. PERMIT APPLICATION 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 an cases, a valuation amount snouia oe entered by the appiicarrt. This iiguwe wiii be reviewed ar i, subject to possible revision by the Building Division to comply with current fee schedules. x 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 c � tcye2ie5 COMMERCIAL •IEW COMMERCIAL BUILDINGS /ADDITIONS 1 Completed building permit application (one for each structure) J Assessor Account Number Two sets (2) of the following: .J Specifications — 1 Structural calculations stamped by a Washington,State licensed . engineer — 1 Soils report stamp4rl u;' a Washington State licensed englneer . 7 Topographical survey 7 Energy calculations stamped by a Washington State licensed engineer orarchitect 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 .Completed utility permit application (one for entire. project) Six (6) sets of civil drawings NOTE: See utiiitypermit application and checklist for. specific utility submittal requirements. 'RACK STORAGE �✓ Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Building floor plan showing: • Entire spec; i.here rr._kt will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and — exits. NOTE: include dimensions of racks (height, width and length), aisles and exit ways on plan. 71 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGSIADDITIONS - Completed building permit application (one for each structure) 1 - Legal description 11 Assessor Account Number • i Two sets (2) of working drawings, which include: SUEAIITTp►L CHECKLIST p :... .- ....w..�...1 . l vii 1.i44i4 .1i,,I,. • Foundation plan Include access to building, showing • Floor plan .• width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans Washington State Energy Code data Completed utility permit application — 1 - Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements. Additional topographic..:: and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) I I Assessor Account Number Two (2) sets of construction plans, which include: ' l l Site plan • Location of tenant space • Existing and proposed parking' • Landscape plan (if applicable, i.e., Change of use Overall building plan • Tenant location . • Use of adjacent (common wall) tenant • • Overall dimensions of building or square footage: n Floor plan of proposed tenant space •: Tenant space plan with use of each room labelled:: • • Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished. • Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. I i Structural calculations stamped by'a Washington State licensed engineer may be required if structurai:work is to be done (2 sots) NOTE: If any utility work is to be done, sL.'rtit separate utility permit 1 . application and plans. REROOF Completed building permit application (one for each structure) J Assessor Account Number ' Narrative describing existing roof, material being removed, and --i material being installed. NOTE: A certification letter is required prior to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES 1 Completed building permit application Assessor Account Number Two (2) sets of plans, which include: 7 Site Plan (showing building and location of antenna/satellite dish) 1 Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required RESIDENTIAL REMODELS Completed building permit application (one for each structure) Assessor Account Number I Two (2) sets of working drawings, which include: • Site plan •Foundation plan • Floor plait • Roof plan . • Building elevations (all views) • Building cross- section • Structural framing plans NOTE: If any utility work is to be done provide utility permit application and plans must be submitted. REROOFS Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification !otter is required prior to final inspection and sign - off of the permit. K'.r5:�+'i tVLi�C�" ��1 'YA %1"fi�.'"•.Gt�tN4'w'n��(. %�ay'W+�� J.:4* *:4* *k* A4* *hk:4 *•4* *k•fihs4 *•4 *:t k 44.4* 4-!c* i **•.*•4444** **•4*i•44*..►•*4 *** CITY OF TUKWILA, • TRANSMIT !lumber: Payment Method: k *ko *# *k *A *ks4A.•**4 Account Code 000/345.830 Permit Na: Parcel No Site Address: T h i s Payment tT t' j1 5;1..f'+9"4""Ti RA-4.110i'YgS. -1 4M utibo YµI•'n.iv ^R1 ^l . • t *, •••• ` .04.4 1yx.i"r 3'1n- t..teAn% • {t k*•k'h. *A * ;4sk. k ar *As4•lra *k **s4sirk ***•1 *'k y•*•th:h�r 16004162 Amo4 nt: 458.90 05/20/0, UHECK Notation: .HILLARD Init: SLI3 896.-0137 , Tvoe: B-RACKS RACK STORAGE PERMIT 788890-0162 1829 OLYMPIC AV S Total Fees: 1.169.4') 458.90 Total AIL Pmts: 458.90 Balance: 710.5'0 4 4 *t4!*ks4 • Lek:! *A *kk * *4.44*A4 *4*4*44AA 4A*i44* Description • PLAN CHECK - Amount NU "IRES 458,90 Account Code Description 000/322.100 BUILDING - NONRES 0001386.904 STATE BUILDING SURCHARGE 4 Aso *s4s444r4A:1*4444* ** *k*A• 4* A *A**k�.•t. * * *44s4*•A•A *k4 4444* 1:TT'/ OF TUKWILA, WA �jq In• — fRAWSMI1 s4.* *'44' * *•AA s434 k k Atk ' *' • +4* k *.y k'�' A�-'A c r1 i **4 *kk4 **3x4 **44 *** 444k *A TRANSMIT Number: 96004218 Amount: 710.50 06/03/91 13 :25 Payment Method: CHECK Notation: Fi I:LL.A() Init: SIB Permit No: 896-•0137 Type: fl-RACKS RACK S1ORAGE PERMIT Parcel ..No4 788090•-0162 Site Address: 18290 CILVMPIC AV 8 Total fees: 1.169.40 This Payment 710.50 Total ALL Pmts: 1,169.40 Balance: .00 ks4k *;4•Ak *44•A *•A 41 4****• 4** 4.4 4* A*4 4** •A **•d *s4kst*A* **•A4.*kl14*k*** Amount 706.00 4.50 GENERA 458.90 TOTAL 458.90 CHECK 458.90 CHANGE 0.00 5573A000 14 :39 0170 06/03 9611 TOTAL 710.50 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule X Needs shift inspection Approved without correction notice Approved with correction notice issued --- ..� " 5/ 2 -- FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. B (I ..- O/ 3 y D 416 Project Name y /l /v L D S r- S Address //3 2 50 c , Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Project _ [ .7'( Type of ins ctio r � 1 Vt J Address: oitikrtfly h Date called: Special instructions: Date wanted: b I j c , ( 'i (/ 1 Requester: Phone No.: rP -- a/_co INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 , __--(206)-4 31 -3670 COM MENTS: Inspector: Approved per applicable codes. Corrections required prior to approval. Date: / _ (/( i Pi $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 el MD LOS rA9110 :g .3 Type of inspection: Ft NA 1— Rdict OLVM Pic 4 J s Date called:+ -, _ -7_94, Special instructions: Date wanted_ _ 10 - 4 Requestgb Eie jiNwg$oN Phone Noi 5t - 2(000 I INSPECTION NO. Approved per applicable codes. g INSPECTION RECORD 1 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .,Corrections required prior to approval. COMMENTS: f oS CAW mIxr I` (C c Inspector: Date: cep ( Fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 .. PERMIT NO. (206) 431 -3670 I "s x"tw' ti�:.t +1.a'.�.4$kft:.ef Cr Y�'•aw'c Sns+.. vSr.,.. �v+ �•.r..:.. .- ...rrsnwi..u.n,......w:sm »nm. ....•xY..,+....e...n....e.. BY G. OHANIAN DATE s 5 -8 -96 SUBJECT. SEISMIC ANALYSIS OF "INTERLAKE" STORAGE RACKS FOR: REYNOLDS FASTENERS 18290 OLYMPIC AVE. SOUTH TUKWILA, WASHINGTON REF: CALCS. 1 THRU 6 DRAWINGS: RD -1922 SH. 1 & 2 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 PER UBC 1994 EDITION SEISMIC DESIGN OF STORAGE RACKS BASED ON: 3600 # / LEVEL SHEET NO, 1 JOB NO. RD -1922 Cm O R� � E APP MAY 30 1996 NG D DIVISION RECEIVED CITY OF TUKWILA MAY 2 0 1996 PERMIT CENTER :ama...r. -na �rd.i.a�vw� .^.+aa�rw,rr+. -. Nw,..«....,.v......,..,. w..... w.. »s..v..�r... «wn.....n.........w By G. GHANIAN DATE .• 5 -8 -96 SUBJECT LB486 BEAM TYPICAL FRONT VIEW M _ 90 ”x1.8K= 20.25K "K S 2 . 61 <. 97 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8803 l =2.24 S =.97 Fy = 55 KSI. 3600 # / LEVEL 1800 # / BEAM SIDE VIEW SHEET NO. 2 JOB NO.. , RD -1922 BY G. GH DATE. 5 -8 -96 SUBJECT M SEISMIC DESIGN = Rw LOAD PER COLUMN 0 p 4x3.6 - 7 2 W =.1 + 7.2 =3.7K V= .3x 1 x2.75x3.7 _ .38 8 V_ .3x1 x2.75x3.7 _ .51 K 6 V= 2x.51 = 1.02 LONGIT. SEISMIC .38 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8803 .14 .12 08 04 3600 # / LEVEL Z =.3 1 =1 C =2.75 Rw =8 Rw =6 W= D.L. +L.L. 2 BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 2.9 5.4 .K 11.4" 2.9 5.4 61 11.4 K ZONE 3 Max. LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) SHEET NO. 3 JOB NO. RD - 1922 By G. OHANIAN DATE 5 -8 -96 SUBJECT 17 COLUMN ANALYSIS 3" t =.105" r 'a M X K 1 = 60 = 49.18 rx 1.22 KI = 53 =49.53 ry 1.07 'K Max =S .q, =29.9 COMBINED STRESS RATIO P + Max - 22 9 + 29.9 = . <1.33 o ANCHOR BOLT TENSION = 11.4 -(3.7 x3 " ) = 0 6" USE (2)-1/2"o ANCHOR BOLTS PER BASE PLATE, 3" EMB. RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8803 A =.908 F =55 IX =1.36 1 =1.04 S =.909 Sy =.66 r =1.22 r y = 1.07 Fe =n 2= 116.65 ( YI) Fe> — 2 F < Fy Pn =F xA = 44.05 ANCHOR SHEAR = ' = .19 PER ANCHOR 2 F F -4 . ) = 48.51 F =F Pn K P ° = 1.92 = 22.9 3.7 10 01 10 01 0 0 7 3/4 SHEET NO.... .... 4 ... JOB NO RD -1922 11.4 'K 7 3/4 "x5 "x3/8" BASE PLATE in urr.*.txtists3tcaa: 11441 0ititt toWAV A=...;,,.:.,. x, M.. .,...towte4m....»,:.w.pe*Aas amino o.. v ........ BY. . G . GHANIAN DATE.. 5 -8 -96 SUBJECT MOMENT AT BEAM CONNECTION M M M M 7/16 "0 RIVET ASTM A354 -79 11.4+6.1 2 6.1 +5.4 2 5.4 +2.9 2 2.9 2 ' K =8.8 'K = 5.8 = 4.2 4 PIN CONNECTOR RACK DESIGN Sc ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 ' K =1.5 USE 4 PIN 1st & 2nd AND 2 PIN 3rd, 4th & BEARING CAPACITY OF COL. HOLE .5x.105x1.0x65= 3.4 Ma = 6.0x4 "x1.33 = 32" CONN. CONNECTOR AT BEAM LEVELS CONNECTOR AT 5th BEAM LEVELS SHEET NO. JOB NO.. . RD - 1922 7/16 "0 RIVET A = .093 Fy = 80 KSI Va = .093x80x.4 = 3.0 K 7/16 "0 RIVET ASTM A354 -79 2 PIN CONNECTOR Ma = 3.0x4 "x1.33 = 16" CONN. 5 'K BY G. OHANIAN DATE 5 -8 -96 • SUBJECT . .... .. TRANSVERSE SEISMIC LOAD TO DIAGONAL P =1.02x 46 = 1.4 K 34 CHECK WELDS F Y 50 KSI A =.314 r =.486 Q =.74 L= 46" KSI F = 13.9 P =4.34 1/8" WELD 2" LONG EACH END 2x.125x.707x70x.3 = 3.6 K RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 M = 1.02 x222" x.6 = 135.9 x2 = 271.8 M = (3.7 x34 +(3.7 x46 ") +(3.7 x80") =592.00 NO UPLIFT TWO 1/2"0 ANCHOR BOLTS PER BASE PLATE OK. SEC. B -B SHEET NO. 6 .. JOB NO. RD -1922 �'Y�U.3�,i'.:::..i:.i'L!" ;•Yim.�::.l:e: sa....- :u.,..•. ,.c...a........... Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0137 (511) May 28, 1996 Re: Reynolds Fasteners - 18290 Olympic Avenue South 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) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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) 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, John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 • City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 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 10A -4 -4) 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 1003.4) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall -also comply with the Building Code requirements for accessibility. (UFC 1204.1) 3. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 4. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 5. 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, Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 3 (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) High- piled,combustible storage is combustible _materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. YId'.ars truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd A-vvx John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754139 FROM : ROGER ANDERSON 401.114110.1` REYNOLDS'FASTENERINC. Roger Ancirson 18290 Olympic Avenue South Tukwila, Washington 98188 May 23, 1996 Ken Nelson Department of Community Development City of TWcwila, WA. 98188 Re: Doors/Reynolds Warehouse Dear Ken: PHONE NO. : 714 536 3636 May. 23 1996 03: 09PM P01 B9 tp 01 57 Telephone (206) 656 Fax (206) 656 Here is a current as built for the office portion at 18290 Olympic Avenue South. It's a fax of a fax, so 1 put some arrows to help. Regards. P- 4 . 1A1 RECEIVED MAY 2 4 1996 COMMUNITY DEVELOPMENT --- Fli - _I II II FROM : ROGER ANDERSON 1 " 73 % - r c rA l : cr? • • -*as vp.'"C" • 1 ,... el ., ... • • , • •••■•• , 7 ' t , ??1:, :a .,ti.,..... ,,,j,: .ail 4.‘,e.. ,11 ÷t _ ....._ _...... • ...... PHONE NO. : 714 536 3636 nftgifEr=1r ‘41 00 Le3 "7 g May. 23 1996 03: 09PM P02 •i 206 - 852 -8635 NORTHWEST ERECTORS 254 P02/02 MAY 20 '96 09:47 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT GENERAL • 12/19/04 ' ' ' EFFECTIVE DATE NORTHWEST ERECTORS INC P O'BOX• 921 KENT WA 90032 -0921 STATE OF WASHINGTON (&Oo X54 3bcl Fstaa2.920 (3•92) RECEIVED CITY OF TUKWILA MAY 2 0 1996 PERMIT CENTER «. 60" 36" 42" 42" • o co 0 I aP O ` s rn a o 0 a gn W REY\ OLDS FASTENERS 18290 18290 OLYMPIC AVE. SOUTH i TUKWILA, WASHINGTON • MA SLING SPECNLI6T5 -7907 Q • Q Q 1 ►1 ►t J ; —•s rmce 19 V' W.T. Billard Inc. Headquarters 10261 Mate:n Place, Santa Fe Springs, CA 90670 310 -944 -8067 • Toll Free 800- 982 -2444 Inland Empire: 605 S. Milliken An .,Suite "P', Ontario, CA 91761•]14- 988 -5400• FAX 9880344 San Ok9o/Imporlal County: 12255 ikrkliam Road, Poway, CA 92064 • 619.679 -1800 • FAX 619679 -8403 Henders4N4as V V: !2 Vegas, N1 Industrial Palk Suite 108, Henderson, NV 89015 • Toll Free 800.772 -8150 • FAX 310- 941 Q Q 0 A A Q St orage Rack Configuration Q Q m, 001E 8 e PEWS. y «. 60" 36" 42" 42" -228 ". I1 ■1 I1 ■t 2'0" i I 91 51 91 91 1 1 F1 60" 24'9" ? —00 G 28 228" 42" 24'7" u III II II III II 1 26'4" L I! L [ 0II II 1 II II Ind it II II � I\ D. / II IMIMPRAMMI 24'7" 13 HAYS (ail 93" C —C + 3" = 101'0 1 24'7" 24' II r 71-1 9 II� 1 ' !I II 01 O ID 0 0 07 0 d- N7flOS 01 JON TYP 1/6 BOTH SIDES TYP�V_ i /8 1" 11" t =.07 SEC. A -A SEC. B -B BRACE TO COLUMN CONN. BASE PLATE DETAIL 7 3/4" TWO 1/2"0 ANCHOR BOLTS PER BASE PLATE 3" EMB., (NO SPECIAL INSPECTION REQUIRED) 7 ❑ �YP 1/82" TH•K =3/8" FY =36 KSI. (ASTM A -36) TYPICAL FRONT VIEW BEAM SIDE VIEW d/\-or I ID Q U _ BASF I /g j S EE DEf. 6 t o DL1 [' t 7.0 I 3/6"0 SAEFT( BEAM TO COLUMN CONNECTION (2 PIN) Q 2 PIN CONNECTOR T '>1/9 ® ' 7116 "0 RIVET J ASTM A354 -79 COLUMN & BASE PL. DETAIL 07 COLUMN SECTION LU77 TH'K =3 1 1 6" - -� 3 r9boi • 3 BEAM TO COLUMN CONNECTION (4 PIN) ( BEAM SECTION 1 =0.07" 44 2 3/4 LB486 NOTES: 1- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS 00 THE UNIFORM BUILDING CODE 1994 EDITION 2 -STEEL FOR ALL SHAPES FY - KSI. ASTM A607 -85 GR.55 (EXCEPT AS NOTED) 3 -ALL WELDED CONSTRUCTION IN A SHOP 00 AN APPROVED FABRICATOR 4--ALL ANCHORS HILT! KWIK -II CARBON STEEL 1060 # 4627 OR APPROVED EQUAL (NO SPECIAL INSPECTION REQUIRED). 5- CONCRETE SLAB 5 1/2" THICK 3000 PSI. SOIL BEARING CAPACITY 2500 PSF 6- SEISMIC DESIGN LOAD OF STORAGE RACKS BASED ON 3600 # / LEVEL 7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 3600 # / LEVEL 8 7/16 1 '0 RIVET J 11716" (ASTM A354-79) 4 PIN CONNECTOR ROW SPACER 1_3/16" TY INTERLAKE PALLET RACK DETAILS A 5 -9 -96 elevation revised REV. DATE REVISIOII FECEP/ED CT' OF TUNVIILA MAY 2 0 1996 MINN CENTER RACK DESIGN AND ENGINEERING 3786 LA CRESCENTA AVE. #204 GLENDALE CA. 91208 SCALE: NONE � ORANN BY: A.Y.H. A ERS 11467011 I0. fSHEET NOT RD -1922 1 OF 2 ED