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Permit B95-0294 - HBI OFFICE INTERIOR - STORAGE RACKS
Cit y o f Tukwila C (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95 -0294 Status: ISSUED Type: B -RACKS Issued: 09/20/1995 Category: Expires: 03/18/1996 Address: 1127 ANDOVER PK W Suite: Location: Parcel #: 352304 -9102 Zoning: Contractor License No.: NORTHSI053M2 TENANT HBI OFFICE INTERIOR 1127 ANDOVER PK W, TUKWILA, WA 98188 OWNER BOEING WILLIAM E JR 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 CONTACT TOM GASTON Phone: 206 575 -1671 22257 WEST VALLEY HY, KENT, WA 98032 CONTRACTOR NORTHERN STEEL INC. ": -��: :.: , `�;: ;:.. - .,, Phone: 206 575 -1671 22257 WEST VALLEY .HIGHWAY; KENT, ;.WA= 98032 ********************************************* * *' * * * * * * ** * * * * * * * * ** * * * * * * * * ** Permit Description: ERECT PALLET *RACKS. Rack Storage Linear Feet x Height r 'Totals 888 11.3, 10,034 . 0 .+ r .0 t- .0 ti .0 • ;10,034 UBC Edition: 1994 Valuation: :3,500:00 Total Permit Fee: ' 148.4,6 ****** 44(****************** Ii******************* * * * * * * * * ** * * * * * * * *'k* * * * * * * ** Permit Center Authorized S - lgnature 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`; provisions of any other:. state or local ' laws :regulating construction or';/the performance. of work. ::I am authorize d"'to sign for and obtain this by,ilding perms . Signature (rr Print Name: C -__ Title: 6:2-3 1 i )(7y. 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. ( rr s CITY OF TUKWIL ); 4,� Department of Community Development - Permit Center ' ' `� 2 ; 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 '' r� - '1 - 9 7 0 i 'If ' (206) 431 -3670 Building Permit Application Tracking. PLAN CHECK PROJECT NAME NU MBER _ k 0E4((47 . 'Cr -eY t OY SITE ADDRESS 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. 'DAZE DEPARTMENT DATE IN AP UONSULTANT: REQUIREMENTS / COMMENTS Date Sent - Date Approved - BUILDING - a _1 0 _. cis Pse- initial review (ROUTED) c. 4 c //� FIRE PROTECTION: §a (J Detectors (j N/A R FIRE q (Z q s .- ( r l -'. FIRE DEPT. LETTER DATED :1 /C/— y.."" INSPECTOR: J m Km 1 INIT:. ..\ /14511—`:-/ a O PLANNING ZONING: IBAR/LAND USE CONDITIONS? (JYes (J No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- O PUBLIC UTILITY PERMITS REQUIRED? (j Yes ( ) No PUBLIC WORKS LETTER DATED: WORKS INIT: O OTHER INIT' TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): i BUILDING - i ( I� 'i t �' final review INIT: ((PtCV,5 QYes it No 15q44 X BUILDING `i // ���j OFFICIAL 1 t t INIT :4 IA . REVIEW COMPLETED AMOUNT CONTACTED L ePr rN J G e y a �'c r l � • DATE NOTIFIED Q3, 10 BY: 1"',.l Q C � (init.) 2nd NOTIFICATION BY: (init.) `F-' 3RD NOTIFICATION BY: (init.) 01/08/93 , BUILDINJ PERMIT .�. Iizcr, APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT: RCPT # DATE ` (206) 431 -3670 BUILDING PERMIT FEE • ' PLAN CHECK / (-• _ PLAN CHECK FEE - NUMBER i BUILDING SURCHARGE 14; APP ICATION MUST BE OTHER. _: TOTAL SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT ASS S OR ACCOUNT# C-t 1 Y l Z Y ion,. Z- TYPE OF O New Building U Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: 5i1 Rack Storage 0 Rerouf 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) J10 ( nG/Y NATURE OF BUSINESS: Q ,c U�� Xirrr 0i 5.1-0,(<.-(7-- WILL THERE BE A CHANGE IN USE? X' No O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES :., Sprinklers ligAutomatic Fire Alarm System PROPERTY OWNER 2q 3 "- 4 , 1r - � t ( 4 vrl ,'1 um 1 PHONE �yj(� � � � /� �� ;� 4 awl ADDRESS � !-`7`» , �� .Q UN —I1 IZII' CONTRACTOR i' •�14 � r - � G , PHONE�7 t ADDRESS ZZZ�7 w�- - � -� �� / Lgl� V Ii ZIPq�Z WA. ST. CONTRACTOR'S LICENSE # J / f 97 m . Z EXP. DATE 7' tz . _(jt, ARCHITECT ADDRESS ZIP 1 HEREBY CERTIFY;:THAT 1 HAVE READ: :AND :EXAMINED THIS APPLICATIION AND KNOW: THE: BE TRUE AND:: CORRECT, AND I.AM AUTHORIZE TO APPLY FOR:THIS:;PERMIT :.. SIGNATUR BUILDING OWNER E - e DATE OR AUTHORIZED PRINT NAME --om � PHONE ) 18-7f AGENT ADDRESS 2 + - ^ � � 1 Sc�r.-' v � CITY/ZIP yy CONTACT PERSON I �) Wc,/ti1 ! �t PHONE S ) 67 1 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 f 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. Ttie 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 ACCEPTED DATE APPLICATION EXPIRES ((�� 10/22/03 • 1 1 '"" . " , 0 - "4 vq , .- . d'" ( 7 N - . . i k....... 1: . , . . , , • , • . . . ' , . . . . . , . . . „ • . . . . . . * A Ile A it A iv It * 4 ir A **A A it ik A *:ic + 0. A * Vic ir *It •A• k * *14 i'vl A *IN Aqc 4 *It .A.A. 114 *A. * 4 1 ** '4,4 *iv A ft lk GENERA . 148,46 CITY OF TUKWILA. WA . , • TR A II S M / I ' TOTAL. . 148.46 4 '141 Ai 14.*****ik******4*********A*IvAIS li.kkA hiviF•A*44—VA**Alv*141 A—A*11 CHECK . . 148.46 TUANSMIT Number: 9.4.002074 Amount: 148.46'09/06/95 0848• CHANGE Aam. Payment Method: CHECK: Notation:: TOM 'GASTON, , ' aW9 •. ' 5914A000 1011 Permit No: B95-0294 Type: V-RACKS RACK STORAGE PERMIT ,.. • Parcel No: 332304-.9102 . . . . Site:Addres 1127 ANDOVER PKA.1 . • • . . . . Total Feea: This Payment 148.46 Total ALL Potts:" . 148.46 •:: '. : .. : .00 . Balance: . it kii..* kAlv**0 it* ki.lr•kich.k.A.*4 **ii *.1 k3 *A.A.**.M.Itirlk.klt.h.10*4*.4—A4 l': „ • .:. , Account Code Description 4mourkt 000/322.100 BUILDING - NONRES . 87.25 ,' : .• : I :''-' • 000/345.830 PLAN CHECK - • : 5 6.7 1; . ,:: . , - ,: • - . ' 600)386.904 STATE BUILDING SURCHARGE , . • . . . . , •. •, „ , z , . . •,. .. . . . . ., . . • . .•• . . . . .. . • • _. . . . . . . .. . . • . ., ... . • . • . . . .„„ . . . . . . . . . .. . . . , , „. • . „ , . ' . . ... . . . . .,. „ . . . . .. . • . . .. . . . • . . " • - . . . • . . . . . ..• ‘ • , .,• . •. . . . . . . .. . . . . . ... ., ,., . :. ..' , t , • • • . • . . • . • • . t , . . ., , • „ : •,. x . „ . , , . ' . . . t . .• .' - .t , ' •• ' ' .1. ' ..: .• . ' : . . . t . : ' • ' • . '' :: ' ' ' •..' t;', •? . '. : !.',', '": ; i : ,:',,`:;:; :i ..'''. •':!./..,-'■.,',:',':',":',';'. ,`',..", ' .,.;:, .,''',, , :',";'''O' ,,;'.. ,•, '''i : ':'+'. , :' ,,, '0. ::i";;I: i .:::'-''';.. ',,'. :.i:+.' ,'''',..... i':,; ';' I. ■:4-;f4;t 4 . ;:. ti'rWi‘ -I .... *4.1..1.,,t41 .�5,4 w...,.. ..w..— .......«..».,,....r w....»«...,..«.. ......_.�....,....�.........w.. .�.w.+wn+... .Dour. =.5.544 1V- Vn.,044, -,, 3 _ INSPECTION RECORD Retain a copy with perm i t ��'"'0Z� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 1 ' J T` 6300 Southcenter Blvd., #100, Tukwila, WA 9818' if i MA 86 431 -3670 T ype of inspec • n: At t orrice fN ki o rs I NA L- mbace. ov a l s: Date called: t ' Special instructions: Date wante , - 94 ,, p.m. M Requeste " 6 / Phone No � 483° L hAppioved per applicable codes. • 1 1 Corrections required prior,to approval. 1° COMMENTS: _ .., .t. ./fAIPAIVAgl IF gift , fI . f .. 1 i si 1' t :f.';';'''','`, f • y fb. ' .7:',.', t ft r t rt i '' Inspect° Date (I� i ti ^ ±' ( $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: i j Ntt� , aa►ll!t'1�,ur %In ..i i� ; :w ,aN.,aalti .ri.u;_11 aria i�t t;. fiti :lpf. _ ... _ — ••■ INSPECTION RECORO - Retain a copy with permit 02-ci1/41v . - PERPArt N CITY OF TUKWILA BUILDING DIVISION ,‘\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • roe: ype o .n: r■ ..ress: •-: 12. AO kasma.- Sp: pri nstruct ons: Date ant: / I 5 p.m. Requester: .• • Phone I o Approved per applicable codes. A....Corrections required prior to approval. COMMENTS: 1 I E z — Nck-- Av e r 11A0DLE oP INAZ C.A AriA_ 'atl 1 1-7- " A& r 1::t.4 • riF- 714.2 -*S‘r - r3A ML tL- c Aor ran._ rive, tec-es— (1 - hl_na r.c.)(L 5 -rtN nag. , . " , 4, •:. 4 4. ^ • 4 s ; nspector. Date: 1% IS q o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • _:.:..._._. i_A..::., r .::.:. t: :9,. 299,9,99.9 ,911.999.. ' .....__ ................. .iw, :, ..9.,t.1. s 7p' INSPECTION RECORD 13 ° Retain a copy with permit d �- 9 . n .. 1 .. PEpMiT NO. % ,' V CITY OF TUKWILA BUILDING DIVISION ■ , ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1I , (206) 431 -3670. ``,, , roe : C��� ���� gr. � o ns• - « , n: �{�� �� N � � Ad `e .. b yez Fi / � Date Called: c - 2.0 -9 ��, Spedal nstruct ons: 1 ' Date Wanted� ci � : , M1 s (EM 11-11 Nh IF 1 Phone No.: 16— 4 Q O Approved per applicable codes. fK Corrections required prior to approval. ° f COMMENTS: - o f ` , 2 P cs5" (.Oft t.., vr si G NIS 5. ItOrctc_ r $1SsSr + Krta clw, to 1..••E' . Cpl.- 1 c..c*o . : . 4 v nspectof: W ->"' 1- e a.. 1 2■ q O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at .a 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspoction. ....... ..: x9 _ ....r. -_ __..... ..,..,.....,.n.L ±+....�:.... `yv..„.L. .1 ^A...4:41..w.i.1.Sly.:F IdEY. &iediavvol YgA,,k.•.. Y. .44. t.d9' Y . ..... _ _ �.-.; r'.+ ♦ Mr r. �,'s..7 ... . ..Z," ,., fir.. . \ A ICI �y+ 0 ,,,, `� City of l ukwla John W. Rants, Mayor d " , Fire Department Thomas P. Keefe, Fire chief TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4 cc Permit No. r 25" Project Name (' 016d t i 4 -- 4/ /t V Address // A IAc1110'L' r, /A) Suite # I " /P.4_ Retain current inspection schedule Needs shift inspection »w... . .,... -rti•. v.awraw. . i r.•.,a. x. r....•,i,..: ,M.. .. . ...-. .t, •>. J 1 .'!' . T t - . . -. a• i.-.. ... ..., r ... . a, ._ F .. ...,.. .. . �...., ..x.�l>w a' . . ...� . .. .,.,J >r ♦M•u.+ ri.y6w..y.r Y^. .,r .. ... X Approved without correction notice Approved with correction notice issued ,w Sprinklers: C Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: z_-y J, /1- d -,U 5�. - L.__ Authorized Signature Date 1 FINALAPP.FRM T.F.D. Form F. P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57544404 • Fax: (206) 5754439 .-----■-- -•--... .................... --,• . -. ,. -- •••• ,- - --- ..r.._.... .......,.- ;...:... :m......... :. ' . CITY OF TUKWILA Address: 1127 ANDOVER ;Pt: W Permit No 895 -0294 Suite: Tenant: 1181 OFFICE INTERIOR Status: ISSUED Type: B- RACKS Applied: 09/06/1995 Parcel #: 352304 -9102 Issued: 09/20/1995 **•k * * * * * ** * ** *'k'k * *'k'k* *k* k•k* * * *•k * *•k•k•k*'k•k b *-k** k*•k'k k•k k•k* k'k b k k ** k*•k ** k * ** . Permit Conditions: „ , , 1 No changes wi 11 be made t h e .p V tin;11e s by the :Architect or t r Engine,e ; nandfv Tukwila "Bu1 �kDl vi sion. 2 Al I. permits ' ins 6 t ion records approved- :5,1;a shall be available at t -'e g b, sit ‘.4p`j ' ri toi an. star he '` y'. "cotr- , r vi 5 � ,c a n . 4 t '' of � str`uction:' e,�e' �o •um :.,fits at; aratu%• be, a mairnt�i red ah`d#,,`a' -- 'able .'until,,�ft�in°al i.ns^ e.ot on approval rm' led 1 , ,i, a11 s, F' 'T�w ,�, fR a� ty •ii a,� r rs ge �i k ' ., 3. 'A11 c�onst,,lu.c� iota ta, be .dove ai'li coni°ortna »se r .bli� 'p ov4 , p1.ans at ,pt eru9rrare ts .:o1 the \U rti • orm..Bui ld�tng d7 4i ;19. Editiot $,,a' a Uirifo �•m °�'Me,cJi h.ica1 Code''(1199 ditio t�, • and W , rington S'tate 'Code �(1�9.94 EditionS'1� �"' , �, 4 , Va1 i d i ' . oi".,Permi The, .,,i• �u,ance �yf a per rm t or ,aJ. E rlSvl o t.);k. p 7 ; /,speo4f i coi pu,tations shall I a 'cpr�: " .\ + • stru`e. t <It�b "�`a. y et ;mit °{f;or�, or, iiii - 'a roval of, any v'iol'a�t =$on . of . ',)�,}� o t O El r ovis i ii ' ° of,�Nt hle bui.�lding code or of ' ,.any y y, ,o tI gi e uthord'�i -na n e, of Y4 the ' jug, is� 'i ,,l No } . r•mit p tes(imlin g to V` v) i o r ,i tv to } ::vl_olate ' caan+ t'� F)p,a.oviisions of., � 4it`` �? '` 1'• cod .i sha1 rbe ,`va1 i.d. ' •,,,,,, `1 All P'` {' ] ,.,1/ `� k L ! ''fir, ,,:.,, ''‘,5' C. ' ti . . 4't t ki( „fi it . � • r 666 3 .s; '''` , f r ! �° ` \ , ,, t a 1. 1 *.. S � .,, ,,t ai .tP b S ' • '�' ° i..s ` ,.b^z ' ! -J . e � ,• ..• y r? ,, + \-1 4.: • Y � ' ,.m d, . „ dt rte .."" '^;;4 ..�' .. a 3 0. . ? ,, . o.,. � ' , . r a � A s G 444 . 0 9q s .6 yLY$iR ,v' rt`k Y b „•': - + ' .per F ? !r u '; ✓ min. ....•.. ,.. >.] i....�4 }....�a'i'] -..T. .. tNV. ui....... � .....� « ® «.«......w...i. _u.... _..... ww. ....., .... .ry. sr.... u.. w.. u...... us. r. u... r. �.. rr.+...v..�.,r.u..u....r...e -.. .. ... ............. .. .. ...._....._................._...,. ...+. +.....wpr • • • • CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT TOTAL x = 1 00 ( 03. �� x x = _ k x _• x X WNW i GRAND TOTAL = I Q, O{0, . 614 RECEIVED CITY OF'. TUKWILA SEP 061995 • PERMIT CENTER • • . WAS jG' r ole ek HBX Office Xnterio Meta T Lodi b! to ech Rae • _ �. Location: 1 '� R s9`0(STWO o ( Zone 3)370NAL' Prepared For: EXPIRES. 4. 01- g i, Northern Steel Seattle, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225 -F North Pacific Glendale, CA (018) 549 -0072 Peter S. Higgins, S.E. Job Number 1224 March 5, 1994 This Document and the design it contains i■ c o pyr ight by Peter 8. Higgi and As eociatae , It ie provided as an ins trument of service and shall not be reproduced in any fashion without written permission. Notice to Building Departments If this calculation is submitted for building permit approval, it ahai contain all sheets of calculatione.ae listed in the table of contents on the next page(e), and shall be accompanied by all drawings listedt p Section 1. All documents shall bear appropriate seals and signatures in ink of a contracting color with the same Job Humber Reference. The calculation shall be signed across this block. ` REPRODUCTIONS OF SIGNED COPIES ARE INVALID I PPP ik ly 19 1y RECEIVED CITY OF'TUKWILA n t n ` r N\f1S�0� SEP 0 61995 Il PERMIT CENTER PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ' Project: HBI Office Interiors Job No. 1224 March 5, 1994 Sheet ii Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Peter S. Higgins and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.2 Seismic 1 1.2.2.1 General (1991 UBC Standard 27 -11) 1 2 Basic Configuration 2 2.1 Components and Geometry 2 2.2 Check Beams . 2 2.2.1 Design Forces 2 2.2.2 Beam Properties 2 2.3 Check Posts (Dead plus Live Loads) 3 2.3.1 Load to Post 3 2.3.2 Post Properties (net section) 3 2.4 Longitudinal Seismic 3 2.4.1 Base Shear 3 2.4.2 Design Forces 3 2.4.3 Post - Combined Stresses 4 2.4.4 Beam Connections 4 2.4.4.1 Design Forces 4 2.4.4.2 Connection Capacity 4 2.4.4.3 Base Plate 4 2.5 Transverse Seismic 5 2.5.1 Base Shear 5 2.5.2 Design Forces 5 2.5.2.1 Stability 5 2.5.2.2 Brace 5 2.5.2.2.1 Design Force 5 2.5.2.2.2 Brace Capacity 5 2.6 Slab on Grade 6 • v�. .. .. ,. :...( ..`: ^::: <:... ...... .. .. ..... .. .... .... .. ........:............... .........„,.....r.....v......, .....:..... ,,. r....... .. .... -. ...,. ..... enrro wwr.. w.wr nh-r ry %r » x • 4 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS • Project: HBI Office Interiors Job No. 1224 March 5, 1994 Sheet 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 Peter S. Higgins and Associates LM -1 1.1.1.2 By Others Northern Steel E0554.DWG 1.2 Loads 1.2.1 Vertical (Dead plus Live) Loads per level = 1.6 kips Design beams for 25% impact ' 1.2.2 Seismic 1.2.2.1. General (1991 UBC Standard 29 -11) Where: V ` ZIC Z =0.3 RI I =1.00 Thus: R =8 Longitudinal 6 Transverse 0.563 W V < R T2'3 1,25s 52.76 C° T ara w within the range: S <1.5 (unless lower value per- 0.03W < V < _. 0.137 W 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 C /R of 0.46 may be used. • .. .. ..... .. .. .... ...... .........a.w:...erc+ .r t ....x of R•. •.4! • • PETER S. HIGGINS AND ASSOCIAT88 • CONaULTIt7G STRUCTURAL KNOW QR8 Project: HBI Office Interiors Job No. 1224 ' March 5, 1994 Sheet 2 2 Baeia Configuration ,..1 Components and Geomatty W D . I b H a iy W =168" H =168" a =60" Dm44 " b.(5" 1 =50" ��kl 1d=58" Beam Type LBC4S, Upright Type LM2 O 2.2 Ch.cic Baama_ 2.2.1 Daeicn Foraaa L i W M S (2)(8) S min 0,6Fy =21.0 inch kips -0.83 in 2.2.2 Baam Properties o f s a" LBC4.5. t =0.075in O.K. S =1.50 in in 2,75" j V�. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ' Project: HBI Office Interiors Job No. 1224 • March 5, 1994 Sheet 3 2.3 Check tpsts (Dead plus Live Loacs) a.3.1 Load to Post P (ft of levels) (L) 2 =1.6 kips • 2.3.2 Post Properties (net section) 3" �--► LM20 �, l /r =45 t =0.075 in a /r =64 X _____ _ - x A =0.58 in S =0.67 in F =19.3 ksi t r =1.31 in S =0.46 in P ry =1.12 in &1= k 2.4 Longitudinal Seismic 2.4.1 Base Shear Determine Period - Rayleigh Method - This equation has been reviewed and approved by ICBO for use with steel storage racks. Units: kips, inches, seconds Where: 1 VWL3 W = Load per level T > _ (2a 2 + 2a+ 1) L = Spacing between levels 2300 I I = Moment of inert of post n = Number of levels Substituting yields: T >1.5 sec Thus: V <0.053W 2 .4 s 2 Deeig,Frces P <1.6k V <0.09k M <Va /2= (0.09)(84)/2 =3.6 "k / 3 i : CF::' iA 3 e ' 4^ . i -` C?+ iSa_ F7.?., �?^?.".. 45" u: Y•..`. Yt`: T:`. Y `it2(a!+E ? ^'� l'P't!'.••KYF.' el; Yei';!t "Ya "y:" }r3vw;�43 iSifM1 .. x;+'+X�,tIM�`!sq PETER 5. HIGGINB AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: HBI Office Interi Job No. 1224 March S, 1994 Sheet 4 2.4.3 Post - Combined Stresses P M Pa Ma =0.33 <1.33 O.K. 2.4.4 Heart Connections 2.4.4.1 Desica Forces M conn 3 .6 "k Stable under vertical load alone O.R. Anchors provide added Factor of Safety !=c,f • I PETER S. HIGGINS AND ASSOCIATES 1 • CONSULTING STRUCTURAL ENGINEERS • Project: HBI Office Interiors Job No. 1224 March 5, 1994 Sheet 5 1 4 Use min. 1/2" diam. ICBO approved expan- sion anchors. O.K. Minimum embedment 2.5" into slab. i 2JTrAu3maxaoAlgUsmia. 2.5.1 Base Shear Use Code Default Values for CS V=0.14W=0.44k 245a2 lbudal.igmafte. D ...i--.... V h' P a q IT v kl 44 h'=126 inches P kips , h' Note: Bracing shown is schematic - see I this section, subsection .2 for actual geometry. • 1 1 7 t P EQ 2.5.2.1 Stability Peq<PD44, - Stable-No'Uplift. Anchors provide added Factor of Safety. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr< 2.5.2.2.2 Brace Capacity = t=0.061" 4 1( 1 1 .... 1 *---t 4 Anet= 0.26 11 rmin=0.38 2 C)=0.82 L kl Fa Pa (in) -- (ksi) (k) r i , , d 60 157 7.43 2.24 O.K., ..... i. ? . , .. :r ., r�r �I ,Ll <a r { u. -.. ":, fiaalf'.= :p'"'....;i{ 1:4w cf §_:, ".YII, ::]c•i1X•tiY ^:., i'S'.r�^ "i`i . ^est`L')Y•ifA" xn 1 r: s . 1 Nc .. :.,..- . nc' trs-✓.••,* rmr,^ rr�itm; �i.a'.4iFF'n:;''�ib.F).,,^",M 1.,'Xl:. t..b PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: HBI Office Interiors Job No. 1224 March 5, 1994 Sheet 6 2.6 Slab on Grade Treat slab as equivalent unreinforced square footing p Where: 1 Lc ._4 P = 1.6 kips b = 6 in. (average) t b \` t = 4 in. ii �a 11 f''c = 2,000 psi Qa = 1.0 kef B 8 =12 P Qa S — (12)(t2) =15.2 in c 6 1 B - b - t) =32 in /ft L = 1 . 2 I 2 J Mc S =0.22 feet =0.009 ksi M -- (12) I 2 S( callow 1.7 =0.28 in kip /ft =0.085 ksi • O.K. MAW Beam Details and Properties Post Details anti Properties ' - ti details of the rack (units: inches uno) (units: inches uno) L 1 ,r rineer approved instal- (all properties net section) Number) for components Type A B d t S Ix 017? 'angement, dimensions, Type t W 0 A S r r j CD (lb , Ion. LB020 2.00 2.75 0.75 0.075 0.27 0.29 1 govern over this draw- LB030 3.00 2.75 0.75 0.075 0.47 0.76 LMt -` 0.075 3.00 1.63 0.38 0.37 1.21 0.68 LB035 3.50 2.75 0.75 0.075 0.63 1.19 MC 0.075 3.00 3.00 0.58 0.67 1.31 1.12 *. _ LM3t 0.105 3.00 . 3.00 0.80 0.89 1.29 1.10 r UNO LBC30 3.00 2.75 0.75 0.075 0.88 1.37 IIIIIIIIIIIIIIIIIILPI - q :70 -XX (all welds LBC35 3.50 2.75 0.75 0.075 1.05 1.95 LM4( 0.135 3.00 3.00 1.00 1.10 1.28 1.08 iesigned at 50% stress LBC40 4.00 2.75 1.50 0.075 1.27 2.66 1,) t ICBO approved types. LBC45 4.50 2.75 1.50 0.075 1.50 3.51 D 0 RR #2156)) LSC50 5.00 2.75 1.50 0.075 1.77 4.64 ,---, type (1C80 RR # 1452) LBC55 5.50 2.75 1.50 0.075 2.05 5.80 Q 2R #2391) LBC55A 5.50 2.75 1.50 0.105 , 2.76 7.79 W C: 0 limn 5X Boit Diameter. LBC60A 6.00 r 2.75 1.50 0.105 3.14 9.59 - be used if ICBO LBF354 3.50 2.75 1.50 0.075 1 0.77 1.47 � %////////////////////// U////////////////// / / / / / / / /� /// / / / / / /m / / / /� / //A lation drawing goo LBF404 4.00 2.75 1.50 0.075 0.94 2.05 COLUMN /7\ • FRONT SIDE pis drawing. LBF454 4.50 , 2.75 , 1.50 0.075 , 1.14 , 2.75 Dimensions and Properties \..: at required unless TYPICAL ELEVATIONS drawings. 718• 718- 7/8- (See installations drawings for specifics) - the installation draw - ...-� awing value is 1.0 A 1. '-L o d I d - HZ d J .-f- t r t A - t e a B B g 1' typ I tom' I LBF Type LBC Type LBO Type - i 12." typ . 3 � n �6�R BEAMS n (standard LINO) . Dimensions and Properties U EA. `/EKT. X7 .19• tw Ff G 7iloV \ <I* -t" IG CD _ 1S 2 ..tva ,:-11 i 01 NI fr °AM © � 4Pin - � - - I t! Heavy Duty K T ' 1 de- SA,= =TY L.0 1 I) '( 0 CD blkAcKET BEAM - COLUMN CONN. ® ' (� - ''7 MATE- .. r-- - -- _ (R vets 711 s' Diam.) 1 � ci • , ,,, I.- . ..._, r • 7 ' 1.,, *WAS!, � G f ' Mn 112' Anchor coLUt.tN O • (2 per post) ' - post) - 4 4 , ILA' Q .,i .. allation dwgs. for custom sizes h . r- ■ t EISMIC FOOT PL r. X 1318'1 4 - - -ES - 4. e .u3 r cAn Job # -- ' PETER S HOG n2 - 16-91 LODI METAL TECH 12 4 talons v • ,.. • - - - . S TRUCTURA EN INEERS WV." .: , Drawing # pCPIRES. ( - q C v 1225-F ' ENDALE 01'91 OvENUE a�cocm -� ; 8, 8 -5, 0 72 / STORAGE RACKS DRAWM 4,...AII1 FEMYSS)ON O F L L M - ■ ET SIGNED n e URDWO FEA A N. OM P. °� - STANDARD DETAILS SIGNED CORES ONL -is YAW - mAR 4 .WS ••rT ISB.•• . ws■i/ i►asNT. j ' ■-/ a - r. guagalNO1t Beam Details and Properties Post Details and Properties t. This drawing shows standard details of the rack (units: inches uno) (units: inches uno) l J product line only. See engineer approved instal - fall properties net section) lation drawings (same Job Number) for components Type A 8 d t S Ix used, special details, arrangement, dimensions, t 1 01 4110 and site specific information. • L8020 2.00 2_75 0.75 0.075 0.27 0.29 , Type t W D At---111-1 ^ 2. The installation drawings govern over this draw- 18030 3.00 2.75 0.75 0.075 0.47 0.76 LM15 0.075 3.00 1.63 0.38 0.37 1.21 0.68 ing. - LM2C 0.075 3.00 3.00 0.58 0.67 1.31 1.12 LB035 3.50 2.75 0.75 0.075 0.63 1.19 - _ 3. MATERIAL ' LM3L 0.105 3.00 3.00 0.80 0.89 1.29 1.10 �- Steel - ASTM ASTO Grade 42 UNO LBC30 3.00 2.75 0.75 0.075 0.88 1.37 - IIIIIIIIIMIIIIIIIr Welding Electrodes - AWS E70 -XX Call welds LBC35 3.50 2.75 0.75 0.075 1.05 1.95 1M4( 0.135 3 .00 3. 00 1.00 1.10 1.28 1.08 single pass fillet welds designed at 50% stress LBC40 4.00 2.75 1.50 0.075 1.27 2.66 i i1) levels) Expansion Anchors shalt be IC80 approved types. 1BC45 4.50 2.75 1.50 0.075 1.50 3.51 D 5 e.g. , L8C50 5.00 2.75 1.50 0.075 1.77 4.64 /------/ Q Nilti Kwik Bolt (IC80 RR #2156)) r - - -- Phillips Red Head JS type (IC80 RR # 1452) LBC55 5.50 2.75 1.50 0.075 2.05 5.80 • ' Ramset TruBolt (ICBO RR #2391) + W 1 C th L8C55A 5.50 2.75 1.50 0.105 2.76 7.79 v Embedment shall be minim 5X Bolt Diameter. , LBC6OA 6.00 2.75 1.50 0.105 3.14 9.59 4 t Other similar anchors may be used if IC80 L8F354 ( 3.50 2.75 1.50 0.075 0.77 1.47 %// approved. The anchor types, sizes, embed- bed- ments shown on the installation drawing govern LBF404 4.00 2.75 1.50 0.075 0.94 2.05 COLUMN . FRONT over the sizes shown on this drawing. LBF454 4.50 2.75 1.50 0.075 f 1.14 , 2.75 Dimensions and Proper Special inspections are not required unless TYPICAL ELEVATIONS n noted on the installation drawings. 7/8' 718 718' (See installations drawings for specifics 4. Unless noted otherwise on the installation draw- ,.., A--" A.,, ings, the allowable soil bearing value is 1.0 - L la Z j.d L. d KSF. v A se...*-- -- t o a. t A _ I . --- t min. t =0.060' Sr I e ( d ..0-1... -.0-.- ...1-10. Au j � 13S [3 13 - e all � 1" � d BF Type LBC Type LBO Type 2• t1►P BEAM / /b RIVET C t21 3 Pin (Stansiard UNO) FACE BRACING Dimensions and Properties U L '• � \ \ �, v 11*, 3 ,1.19. typ 7110 ` Dimensions / Ni SAM © - ; m L 4 Pin - �T Heavy Duty i - Min 318' Anchor 118' I Max 2' tYP '' J �,, 5 At_Df s (1 perP pv BEAM- COLUMN CONN. 0 ! .179 )'LATE- r-- --- _ (R'ivets 7116' Diem.) • g _ -- • • Li) i i 1 &V 'S . g T 3 S.gj 0 . g - Min 1/2" Anchor w k O WAS& 0 1 4 Cot_uj, m O (2 per post) q, -� �O (1 See installation dwgs. for custom sizes ( s, L ' � STANDARD - r' FOOT PL SEISMIC FOOT PL ,, 311 Man , .: -_- BASE PLATES .. •A _ `` o 1 - DATE Types and Dimensions '} �": ' _ _ !s ;rte'' �`" -� - PETER F-Ili 12 -16-9 LODI METAL TECH � a A CLA - "A ' STRUCTU ENGINEERS DRA ""' 1225 -F NORT P CIFIC AVENUE • :III . b -ar -q & ) 8 8 y 0722° CR STORAGE RACKS DRAWING DE 4 DDG TM � P . --STANDARD DETAILS mAR DING SIGNED - 11 X 17 PRINTED ON NO. 1000n V IV CLEARINT • 1 _... :, ............:.:...:...,,.:,. .....,.... ,,. »......,,......_............ .:....., .....,...._...._._..........,._.........,_._.._._.. w..,._... ..........__.._....._......._.. �.........r,,. .,.... „..t.K :,....r':r.sr nor; Q � t .. O8 City of Tukwila John W. Rants, Mayor v� Department of Community Development Steve Lancaster, Director ' 1908 Apr 29, 1996 TOM GASTON 22257 WEST VALLEY HY KENT, WA 98032 RE: HBI OFFICE INTERIOR Dear Permit Holder: Our records indicate that on May 13, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95 -0294. 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 May 13, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. 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, 50 Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431N3670 • Fax. (206) 4313665 O ' o ,, City of Tukwila John W. Rants, Mayor J 'W4 3 N ••• , �4�' Fire Department Thomas P. Keefe, Fin? Chief 1908 September 14, 1995 • Fire Department Review Control #B95 -0294 (510) Re:. HBI office Interior - 1127 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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. The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) 2. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 164 v o ., f Tukwila John W Rants, Mayor S i el/ k �-. "'- (5) \ O r f Fire Department Thomas P. Keefe, Fire chief • 1 908 Page number 2 modifications to sprinkler systems involving more than 50 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 Ordinance #1742) 3. 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) 4. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S4404 • Fax (206) 575-4439 ..._. o :sflLtar.,h!itA „', r...xrr- r.-e.vxa ..,. .•. ,..,..,........:. ........................._......._._.................... ............».�,..nn.,,.,wrx. n +w.:•c ww.Y..., was. w. r..+« ..,.,- .. �..,.....+. r. ,'.v.'ski.:o.!S'N'S3'R?A�"'h'4= lC �.�lh t•p ?x � '• • s ..., .° t , 1 �r` ' C ity ® l E l la John W. Rants, Mayor �, ,, e . , Fir Department Thomas P. Keefe, Fire Chief .77, •• Page number 3 t the door handle is engaged from inside the tenant space. 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. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd • , , f ,, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 : • Phone: (206) .57$4404 • : Fax (206) 575443 o1, • �1' Tukwila r City of John W. Rants, Mayor o P °. �;��� ; : Department of Community Development Steve Lancaster, Director 1,11 ' ...... 1908 September 7, 1995 Tom Gaston Northern Steel, Inc. 22257 West Valley Hwy. Kent, WA 98032 RE: HBI Office Interior rack storage permit application Plan check number B95 -0294 Dear Mr. Gaston, After an initial review of the subject project it has been determined that additional information and /or corrections must be submitted to complete the plan review. Please address the following comments: 1. The maximum distance of travel to an exit from any location within a sprinklered building is 200 feet, U.B.C. Section 1003.4. The submitted plans need to show all existing or proposed exit doors that conform with U.B.C. Section 1004. (Roll -up dock doors are not considered approved exit doors.) 2. Related to the above comment, there appears to be a proposed interior fence within the warehouse area. Interior fencing systems are subject to the same exit requirements as are partition walls. The fence must be considered in the travel distance and the sliding fence gates are not approved as an exit door. Regardless of who may be responsible for the fence construction, the rack permit will not be approved until this subject is resolved. To confirm you have received these comments, contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8:30am to 5:OOpm at 431 -3670. Sincerely, Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.3665 .,. - ,y ,, ..t i ': �iJ . , n 'Cra --4 tsr fS' - t ,, °Q7;40, w 4e�p m ;* _.}�(�y � 0 trz a s r Y �k' %'ti 4 13 4 11M",.. vi°,.n tt l mi ; �".it+ .�',' i"n o S.I t.N^4 M fs „ ' Y i h a'i .i , . ,- „,, Wh1 <S +Rt�4�x tr { ASSG, iA . +'IL'k ! q ft I.r 4..4' fdit,ll .,. .ai ..� C CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 09/12/95 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B95 -0294 Tenant: HBI OFFICE INTERIOR Status: PENDING Address: •1127 ANDOVER PK W Route: 1 Current Route Line: 2 of 5 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Ap Cond. 09/06/95 09/06/95 09/12/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[letter sent 9/7/95 by ken / applicant called 9/12/95 will ] 2[submitt revisions prior to permit approval. ] 3 [ ] 4 [ ] 5 [Fire please, review an�d..comment. by KEN ° ] 6[, ] 7[ ] 8[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. • . `.v Inter Office Memo To: Seattle Distribution • From: RD James Date: July 31, 1995 Subject: State of Washington -- General Contractors Registration number Seattle's General Contractors Registration number has been revised. It is now: NORTHSI053M2 Effective date: 7 -22 -95 ' Expires: 7 -22 -96 • Copy attached Thaizk you, 1 RD J an s cc: N. Scott - Ince IIoldings, Ltd. CITY RECEIVED A M. Gallagher - Duke Seabridge Limited SEP 0 6 1995 All Northern Steel, Inc. Branches PERMIT CENTER m. n'"vv' l z r Z e L % %e ••+ _ . L y _ % y N i ! N � Y l . d ! d N C e . e w v . -JS' - : _ . _ ' _ 14 6641W. �/WS 1 . __ 'AA3!W . 7..... rr • ; DEPARTMENT OF LABOR AND INDUSTRIES ;i .1 z• THIS.CER1IFI THAT THE PERSON.NAMED.HEREON IS REGISTERED AS PROVIDED BY LAW AS A 2 p1 r , :T( ,' t G41V7:r ▪ fiyENE.RA '• ° Y '� • 7i 71 *a " ::L'.: ;' :`s: n Gl �� ?t?i;TioJ `�1u�iEq� i;Ejcdi E ;.;,:.;: ;:'. , :s > r, "''S ,... :. :6 : 'Afi '••fi.. :. : ; s � :;;: 1: E 7, , `:•DE:.''O? �lc�; � ':i: '" STA OF WASHINGTON , .•�.. .. _. y ' - • '•' "., , "i'P• {tip i�t: •\.{ t'. p•: , r:'•w .1�ti' A,`j \: � �'NQ S TEEL ; TT h ;r , t; t: ",; a2.r77''W:' V HWY , :.,.:: ,',.-.:!......1.1..1..;':',:::7,....:; r! ;i':;.;�, KENT 4 '98;03? ' ' . ' ;' \ . •..........`.:• :..... t� •' •..... F625.052.000 (3.92) \ V s . G l i . ` s ti s % S : c c i • z r r : r r r s • • V s . . , 7 • r r . . 7 1 7 49 � J ➢ T ! ! W ' ' r I : , = = : - - -- NhlyypN- irsrrr may WI A vr. - ''l i•• L. DETACH TO DISPLAY CERTIFICATE f NNW ••••••■ ' .1L 746 L X 24 6 , I i` 24 6 ,_ /4 t - 1 , q .,,, , kSI P, 6. , ,CE M, V RA K (,A -,-, 444 4 ■ 1\N , ,' : I : . „ b `,,, ,, &Ak ,, , 6.44 ,- P , t , , tit V WI , ittt t-t! ■ )W4,31 HI 44 44 tt 445 Z 0 . •••■1 ' Y.e4 1 . S i D II , H V, ,r EQUIP . , 1 - t h , , , E ,,,- 4P4 , 1 1 0, 1 : \ 0 . , - 0 4, , , , 4,0 ' I 5 , 1------w,;, i x_ ,x„„;',.,—"— ''—' ''''' '''''''''''''''''''Y''''''' , 1,bz.„..' • , , , L e , i dt 'tii NI ' VHF I '6 1 , b 1 I .v (T) , (TYP) / C "r, , 1 ....— 1,- 5 1 1 Pfr H D 1 1 i i 1 I 1 1 I I 444. h 1 , 44,44 1 1 1 11 11 1 4 1 ___.....,..................,...,... ,r 1 1 I 1—° 1 1 ■••,' , 11 I 11 03 o.,1 H , N .._._. ■ I 1 1 MI I I INI I I \ III 17 z , r CC W I `Ii X „ ' a Ohs -4-4 Il II II "-- .,...._. ti rr ... PILE COPY r, ' A FLOOR PLAN 1 4 - zQVL .7 ' ' t / / 1 ', , / f , , / / , , 4,e, 1 z < - - , n ' I \ 1 , \ \ \ \ 1 6. .6. / r ------------ 3 g-, r 4 'F I t I '''' \ 1 1 , ,,:‘,...:2_,. :,oreas::osoae:47,,eoinoa,dro,:ho,aivanhp,doept,romi_podrimatzio40:0;001:5010,/,:•;::::.:::: c\A16\ ■f \ 01\■.... i, (0 1 I A , ,x, . 1 ,1 , Pr 1 /, I .k. ,L, CEPPOPTVLIVINILA u-) f!,q5.......02q LI TYPICAL RACK ELEVATIONS SEP 0 6 1995 PERMIT CENTER R. CO c 0 OP I Er, i SCALE 1 4 1 0 ., a cr, 4 '