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HomeMy WebLinkAboutPermit 6405 - Galt Enterprises - Electrical Agents - Storage RacksN. --_ --4�,. A�: c n� LECTRI CA L CITY OF TUKWILA FEES: Dept. of Community Development - Building Division = DESCRIPTION AMOUNT ' �• DATE 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDING PERMIT FEE : 52.66 �rw°'4O ,° (206) 431 -3670 PLAN CHECK FEE blinni CONDITIONS (other than those noted on or attached to parmlt/plans) BUILDING SURCHARGE EMI MB BUILDING PERMIT NO. U/ LiC)--- DATE ISSUED: 1 i lee -- _ 1 , 4.50 maw TOTAL - 57.16 IN En PLAN CHECK NO.: 91 - 013 J • PROJECT SIT ADD" SS 1163 Andover Pk W INFORMATION . I TE # 'A 1 OF CO ' STR C 10 - 1,500.00 PROJECT NAME/TENANT Electrical Agents ASSESSOR ACCOUNT # 352304- 9097 -03 TYPE OF Li New Building L] Addition L) Tenant Improvement (commercial) • Demolition (building) ❑ Grading/Fill WORK: ® Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Installation of rack storage. TYPE OF CONST.: N/A UBC EDITION ( 1988 SETBACKS: N- S - E- W- (through Public Works) FIRE PROTECTION: QSprinklers ❑ Detectors ❑ N/A UTILITY PERMITS REQUIRED? ❑ ©No Yes ZONING: BAR /LAND USE CONDITIONS? ❑ Yes al No CONDITIONS (other than those noted on or attached to parmlt/plans) ZIP CONTRACTOR Owner PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP .- . .--. -• •n'1 • .' • ADDRESS USE APPROVED FO ISSUANCE BY: SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. Galt Enterprises 3201 . Fairview Avenue East, Seattle, WA COMPLIANCE FLOOR SQUARE W FEET OCC. LOAD TOTAL SQUARE FEET SQUARE FEET OCC. LOAD r OCC. SQUARE LOAD FEET OCC. LOAD SQUARE FEET OCC. TOTAL TOTAL LOAD SQUARE FEET OCC. LOAD MINIM J44 e v I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav 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 pertorman : of work I am uthorized to sign for and obtain this building permit. BUILDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING OFFICIAL DATE: / ` ��r 2./ DATE: / l /tf' / 329 - 7075 I ZIP 98102 COMPANY: Fitt' 7 c,t-C ,4 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 d ays from the last inspection. DATE ISSUED: (I wuu PERMIT NO. CONTACTED Lam, Thia . �� DATE READY DATE NOTIFIED „ r BY: PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING . / / 3RD NOTIFICATION BY: InIt BUILDING PERMIT APPLICATION TRACKING PROJECT N A M E 1 e , ctr a\ P ynt3 SITE ADDRESS SUITE NO. (IIn P�n -e Pk L 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 tilled out by Plan Checker) I"OOR < >' SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE . SQUARE OCC. TOTAL FEET FEET LOAD FEET LOAD FE LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD TOTAL ................ .............. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. T BUILDING - initial review FIRE O PLANNI a ►' k O PUBLIC WORKS O OTHER BUILDING - final review REVIEW COMPLETED AT PPI t VE. ROUTED INIT: INIT: C INIT: ( I- 11 -q l� INIT: NSU LTANT: Date Sent - Date Approved - FIRE PROTECTION: ►' Sprinklers Detectors N/A FIRE DEPT. LETTER DA ZONING: REFERENCE FILE NOS.: IwlR E D: I / /t f'/ MINIMUM SETBACKS: N- S- TJTI.ITY PERMITS REQUIRED? ('.) Yes [] No PUBLIC WORKS LETTER DATED: RAGS INSPECTOR: 5-/3 TOTAL IBARILAND USE CONDITIONS? ( )Yes ( ) No TYPE OF CONSTRUCT BC EDITIO ear (Y c W CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK 0 ) NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY SITE ADDRESS . 3 !/I /s-f-10u tiz / A' "" G,/ PROJECT NAME/TENANT NATURE OF BUSINESS: PROPERTY OWNER ADDRESS CONTRACTOR ADDRESS ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT WA. ST. CONTRACTOR'S LICENSE # DATE APPLICATION ACCEPTED SUITE # '8/49 J3 r - ALT �t� �A�r2 {' ADDRESS 116 . A ij P n P I ci 1 -62 BUILDItI3 PERMIT APPLICATION BUILDING PERMIT;: FEE ;::'` PLAN BUILDING': SURCHARGE: OTHER TOTAL • A� o�il VALUE OF CONSTRUCTION - $ % E' c' s 5:23 c) L/ - 9O q I - O 3 TYPE OF (� New Building 0 Addition U Tenant Improvement (commercial) U Demolition (building) WORK: fJ Rack Storage 0 Reroof 0 Remodel (residential) 0 Other C S ASSESSOR ACCOUNT # DESCRIBE WORK TO BE DONE: A C f' ,, it /ierC i �--i° / �r d � j _.� /�� 4c�f ,v l� �" /f�l t k- r- -76 �lvu2 BUILDING USE (office, warehouse, etc.) orrice S, \ /t'.f e S e4vi c �' v "� AP ` teSP - S lb' f147 ) f ilir/li/ - 1/ ?Cn, i1 1- / Tyr /( 4L. Jti i .- ,G 4c 7 (1 -e -r is WILL THERE BE A CHANGE IN USE ?JNo U Yes IF YES, EXPLAIN: } SQUARE FOOTAGE - Building: cf 5 1 . • Tenant Space: 21 cP.s Area of Construction: / 7 / " 2 . 7 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN 1'HE BUILDING? No 0 Yes IF YES, EXPLAIN: f= • e PHONE 3z y _ 7v ? 'PHONE EXP. DATE PHONE DATE APPLICATION EXPIRES ZIP c? ?'/ L ZIP ZIP bc:), CCU / DATE //9/9/ PRINT NAME RED hm r I-.. . c_`i 0 e (.,.. PHONE ,5- 7s-- - /cp/g) CITY/ZIP. r / WWI:- CONTACT PERSON O f.)`JC h DR. \ PHONE - , _ / I LL_ 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. NO1E 8e9 utility pemIt application and chehst k. submittal raqulremenrs • Entlre •••••:...ITIn"1.: Tenant space floor plan showing exits mcf stors .:‘ NOTE lnclde dimensidnc fpcks(4010frf and exit ways on plan • Structural calculations stamped by a•Waablngten*** :.•,:;.engineer (rack..storage.fr and RESIDENTIAL /1•••••••••• • Energy calculations stamped . bya:Washingten;BtatallaertSed:::„:•..,...•. engineer or architect Legal description •••••... • •• .. • "••• .• • • .•........:••.....:•,....,...:••..,...••••.•••••••••••••••,.•••••••:•:.•:. • etaMPed. 6y a Wastii0dtpli1!0;-100r Include . 40Itect,'..whictl • : • ••• •••..„ "•-• 'Atchitectural drawings *Sbuctural drawings • Mechanical drawings Elevations Civil drawings Landscape plan COMplefod'Utility:perinit appilOation(Onafor entire• •.**:(e) eata. of cvII drawings :•NEW: Completed building .0004 ppolictic10,..(0:■ • SCJBMITTAL CHECW.LIST Assessor. Ai:count Number • • • • ...• E:1 Two sets (2) of working drmvinga, which incl ude . ■ Site plan (On: plan, showdosost hydrant Foundatioit plan • j include access ,to bullring, showing • • Floor plan • • • • • • • • •• •••• • : ......'•••••••••••••:•:.:,•••• ...Building elevations (all viewa) •...•••••, • • Building cross Structural framing plans Washington State Energy Code data "••• • -...••••••• .•••• •.:•.• 0 Completed ERCIA1, id" 1 :• pe tenant) ••• • space Siteptan ;44tikilIf •• tenan use 01: 6 6 demo • propo 'Tenant space 'New walls, existing • • tar!. pattar, and fl. each room l*be it 43004 Construction details egress ai?pilca iibm �ndd .... 041.9P..•••••,..:::::::.::::::';;::::::::•:••••"';::•:::••••••-"O :'''''''''''' . -:.::':•!:•'::::::::::: ...........„. . .•••••••••.... . . 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' ' .. a nd .... .. .„..,•:•:4......i,;.:;.........,.:•(iu...........!..1,.,.......::..:7?.......,:.:•...:•..,.:::.......,,:,...,:::::::.......t.i...,.......,...ii. bei. 119. ..•: ,, , ,.... r . . , (i . i.c1.,,.,.........., ..:, ......,,,:),.•.........i.„.„..:•,:..: • • . . . • A N umb er . ,........:.•..... : . :: .. .....,...: , • • .. f .....ma,..... - , .,,,'..Aaseaf%0F:.......''''..•••:...• •,iiiiting :!'9!'?.:.!......if....ii.:::::..;•:.•-•%,•••'''''' . ... • • • - . • . ': . • d 3191 :-::: • . ' riil•e•---Y:„..]:,..,...„:''''',.....• • ' ••:: • ... - • -:. aatio0 er .•: •-• - N :.:. .descIt%. .t.00•it.:.i.-.0::::::::':„.•'''''''''''':ii,:;:i.fOl',47'.9.1..I.19:4:::.::::..•••:.1. : :. - -• at, 9 ,.......,-•••,- . . . ••••••'m'!' .•,....• •••••• - • let!qr..... .. • . .: . : • ......' • i •• . •••-toriit.I.OPI!1!..:•-•';:sli'":-.....1..i.O.P.,.,..,1-:..,•,.„,:„...:;• ' ••• - • TO: FROM: DATE: SUBJECT: Ra.cR CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE # (2061 4311800 Gary L. VanDusen, Mayor { I u l - 013 Et- ec { c&I PRj_Q r ( �� q x I a k (g) - 1 a X I o X (c) cR q u " aka x (Li (E) i to Flo (o loo = . Colo .1±_ pt MEMORANDUM (2e d4LQpS PROJECT: , ; 1 G, ' ' . MEVMI PERMIT NO. / b SITE ADDRESS: • [try►. �1 ,1r � : � .. �. DATE CALLED: DATE WANTED: -- D --q ,,,,��►11��� TYPE OF INSPECTIO i "�►�1_e - REQUESTER: 0 1 0 / SPECIAL INSTRUCTIONS: PHONE NO.: --. )5 - / R ) n INSPECTION RESULTS /COMMENTS: 0 � Zr / e -) ;. INSPECTOR: A ,r . i / DATE: 0--c2/ C CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT: , ' G / / 1 ;:14L PERMIT NO. i 40 DATE CALLED: -- .� 5 --� SITE ADDRESS: 1 1 / Agri t / - ' U) TYPE OF INSPECTION: 0 &C - DATE WANTED: �-- .. ; — J SPECIAL INSTRUCTIONS: REQUESTER: Cr. Eta S 00 PHONE NO.: 6 75 - ) g ) INSPECTION RESULTS /COMMENTS: A /, /,y777 „( /jegd /f 4' L^P � �I CSC INSPECTOR: J , DATE: - -- //� CITY OF TUIKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 I .project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection "'Approved without correction .notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: Gary L. VanDusen, Mayor Control No. Permit No. Suite # Electrical Agents Interlake. Speedrack and Sammons Racks Location: Tukwilla, WA (Zone 3) Peter S. Higgins, S.E. Prepared For: Northern Steel Seattle, WA Prepared By: Eugene D. Birnbaum And Associates Consulting Structural Engineers 1626 Silver Lake Boulevard Los Angeles, CA 90026 (213) 663 -9218 Job Number 19410 January 7, 1991 This Document and the design it contains is copyright by Eugene D. Birnbaum and Associates. It is provided as an instrument of service, and shall not be reproduced in any fashion wi hb't7) the wr en permission of Eugene D. Birnbaum and Associates. s „ AlttRfir A.1 ..r. �'T •11. Notice to a If this calculation is submr ed for building permit approval, it shall contain all sheets of calcu ations 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. ANIMILINP REPRODUCTIONS OF SIGNED COPIES ARE INVALID ©c REEIVED CITY OF TUKWIlA JAN 9 t191 PERMITCENTER Table of Contents EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Eugene D. Birnbaum and Associates 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 Configurations A and B 1 1.2.1.2 Configurations C and D 1 1.2.1.3 Configuration E 1 1.2.2 Seismic 1 1.2.2.1 General (1988 UBC Standard 27-11) 1 1.2.2.2 Short Formulation 2 2 Configurations A & B 2 2.1 Components and Geometry 2 2.2 Check Beams 3 2.2.1 Design Forces 3 2.2.2 Beam Properties 3 2.3 Check Posts (Dead plus Live Loads) 4 2.3.1 Load to Post 4 2.3.2 Post Properties (net section) 4 2.4 Longitudinal Seismic 5 2.4.1 Base Shear 5 2.4.2 Design Forces 5 2.4.3 Post - Combined Stresses 5 2.4.4 Beam Connections 5 2.4.4.1 Design Forces 5 2.4.4.2 Connection Capacity 5 2.5 Transverse Seismic 6 2.5.1 Base Shear 6 2.5.2 Design Forces 6 2.5.2.1 Stability 6 2.5.2.2 Brace 7 2.5.2.2.1 Design Force 7 2.5.2.2.2 Brace Capacity 7 3 Configurations C & D 7 3.1 Components and Geometry 8 3.2 Check Beams 8 3.2.1 Design Forces 8 3.2.2 Beam Properties 8 3.3 Check Posts (Dead plus Live Loads) 9 Job No. 19410 Sheet ii EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 3.3.1 Load to Post 3.3 .2 Post Properties (net section) 3.4 Longitudinal Seismic 3.4.1 Base Shear 3.4.2 Design Forces 3.4.3 Post - Combined Stresses 3.4.4 Beam Connections 3.4.4.1 Design Forces 3.4.4.2 Connection Capacity 3.5 Transverse Seismic 3.5.1 Base Shear 3.5.2 Design Forces 3.5.2.1 Stability 3.5.2.2 Brace 3.5.2.2.1 Design Force 3.5.2.2.2 Brace Capacity 3.6 Slab on Grade Job No. 19410 Sheet iii 9 9 9 9 10 10 . 10 10 , 10 10 11 11 11 11 . 12 EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 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 Eugene D. Birnbaum and Associates IT -$ SR -T G," SR -1 1.1.1.2 Ay Others Northern Steel No # (Dec. 14, 1990) 1.2 Loads 1.2.1 Vertical (Dead plus Live) 1.2.1.1 Configurations A and B Loads per level = 0.5 kips Design beams for 200% impact 1.2.1.2 Configurations C and D Loads per level = 2.5 kips Design beams for 60% impact 1.2.1.3 Configuration E Loads per level = 0.5 kips Design arms for 33% impact 1.2.2 seismic 1.2.2.1 General (1988 UBC Standard 27 -11) Where: V =ZIKCSW Z =0.75 I =1.00 �L. Job No. 19410 Sheet 1 13.3f EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 2 Thus: K =1.00 (Complete load carrying space frame) S <1.5 (unless lower value per - mitted by soils report) W =Total Load (Dead Load of rack is usually neglible) T may be determined by any rational method, or the default CS of 0.14 may be used. 1.2.2.2 S#Iort Formulation Based on UBC Table 23 -J (footnote), if racks are inter- connected such that 4 posts in each direction resist lat- eral load, then: V= 0.2 {DL+ Z (since DL « LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Configurations A & B 2.1 Components and Geometry EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 3 0:40 W =max 117" a=46 b=54 Beam Type LB342 : BAR: 2.2 Check Beams 2.2.1 Design Forces 2 Al< - ( 2 )( 8 ) =11.0 inch kips H=144 D=38" 1 Y =56" ld=42” Upright Type LF-35 2.2.2 Beam Properties in LB342 -- 1__ 0.75" S0.80 . in I in 0.064" H=120" D=36" 1 y =33" l y • Upright Pla < M n 0.6F =0.44 in O.K. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 4 D I 1" .�. BAR D= 3.00" — L $ 1 .625" t =14 ga S =0.51 in I =0.76 in 2.625" 2.3 Check Posts,1Dead plus Live Loads) 2.3.1 Logi to Post, 2.3.2 Post Properties (net section) 3" 625" P < (# of levels)(L) LP35 2 =0.5 kips x t= 0.093•in As =0.74 in S =0.79 in r =1.26 in S =0.61 in3 r =1.14 in DB Column t =13 ga A =0.62 in S =0.45 in rx =1.04 in Sy =0.32 in r =0.64 in O.R. l /r =56/1.14 =49 l /r 46/1:26 =37 F =21.l.ksi P =15.6k Mx =23.7"k l /ry =52 a /r =44 F 24.1ksi Pa -14.9k 4" EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 5 2.4 Longitudinal Seismic 2.4.1 Base Shear Use Code Default Values for CS V = 0.105W = 0.053k 2.4.2 Design, Forces P <0.5K; V <0.053K M <Va- (1.3)P (fixity due to width of base plate) < (0.053) (46) - (1.3) (0.5) =1.8 inch kips 2.4.3 Post - Combined. Stresses Speedrack post governs by inspection 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn <1.81K 2.4.4.2 Connection Capacity. P M P M = 0.17 <1.33 O.K. Standard Connection M a =(1.33) (2.5) (4) =13.3 O.K. ink' EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January .7, 1991 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values for CS V = 0.105W = 0.105k 2.5.2 Design. Forces D 4 " 3/8" diam. Pin Va = 4.6 kips (Double Shear) h' Standard gonnection Ma= (1.33)(4.6)(4)= 24.5in k O.R. Vh' Po= --b — h inches Pe =O 2 kips Job No. 19410 Sheet 6 Note: Bracing shown is schematic - see this section, subsection .2 actual geometry. . P 1 EQ 2.5.2.1 Stability 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. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 2.5.2.2 Brace 2.5.2.2.1 Design Force Pb <0•2K 2.5.2.2.2 Brace Capacity Vote. Allowable stresses increased by 1.33, design forces increased by 1.25 0.071" Anet =0.26 in2 I I •rmi =0.38 in 12 Q =0.82 L kl F P (in) r (ksi) (k) Job No. 19410 Sheet 7 42. 110 12.1 3.35 O.K. 7/8" Diameter X 20 ga. tube. A =0.092. 3.7 kips O.R. TS 11/4 X 14 X 18 ga A =0.23 in r =0.49 in Q =1.00 L k l F P (in) r (ks (k) 34 70 20.9 6.43 O.g, 3 Configurations C & D EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7, 1991 3.1 Components and Geometry W a W =120" a =44" b =48" c =44" Beam Type Beam C4x5.4 3.2 Check Beams 3.2.1 Design Forces L C4 g 5.4 Sx =1.93 in I =3.85 in M5- (2)(8) =30 inch kips 3.2.2 Beam Properties rd rd H =168" D= 30,36" 1 =35" 1d =max. 46" Upright Type B O.K., M S mo — O.6F =1.36 in Job No. 19410 Sheet 8 EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 9 3.3 Check Posts (Dead plus Live Loads 3.3.1 Load to Post P < (# of levels) (L) 2 =3.8 kips 3.3.2 Post Properties (net section) 1 5" 8 J t 3.4 Lonctitudinal Seismic "R" Post t =12 Ga X A =0.52 in S =0.62 in r =1.39 in S =0.28 in r =0.58 in 3.4.1 pima Shear Use Code Default Values for CS V= 0.105W =0.39k 3.4.2 Design Forces P <3.8K; V <0 M <Va- (1.3)P < (0.39)(44) - (1.3)(3.8) =12.5 inch kips 3.4.3 Post Combined Stresses P M — + — Pa Ma 1.16<1.33 l /r =60 a /r =32 F =19.7 ksi P =10.3k MXa =15.6 fik (fixity due to width of base plate) EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents Job No. January 7, 1991 19410 Sheet 10 3.4.4 Beam Connections 3.4.4.1 Design Forces Mconn. " 3.4.4.2 Connection Capacity 4 „I 7/16” diam. Rivet Va = 2.5 kips 3.5 Transverse Seismic 3.5.1 Base Shear Use Code Default Values for CS V= 0.105W =0.79K 3.5.2 Design Forces D •v V h' L +p EQ Standard Connection M (1.33) (2.5) (4) =13.3 in k O.K. Vh' Po = D h' =92 inches P =2.4 kips Note: Bracing shown is schematic - see this section, subsection .2 for actual geometry. EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS • Project: Electrical Agents. January 7, 1991 3.5.2.1 Stability 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. 3,.5.2.2 Brace, 3.5.2.2 Design Force Pbr <1.2K 3.5.2.2.2 Brace Capacity O.R. Job No. 19410 Sheet 11 EUGENE D. BIRNBAUM AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Electrical Agents January 7 1991 Job No. 19410 Sheet 12 3.6 Slab an Grade Treat slab as equivalent unreinforced square footing =0.64.feet =2.47 in kip /ft 'JO EUGEN D. BIRNBAUM & A SOCIATES •N(Q, / / �,. Conn,HM Skudwol Eno. Jai. Na. t r Y UNIT DESIGNER �., Y c2 ,r ■ p )s -- 1 1-- -z-01) see SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. gel* L C2, , Z-) L2$1= 6 z (S 3.77f 21 ° fM3 c : 9 31.) 1, 33 HATE 1- � !M = 175)L`rc)/ -z lea,001 0.6 Z. / „o 3 tt.o4 I4-' 4 4,..4. / '. (2) t ?3s 0 It lg 1 , '1 , 3 ,. z S36 1` = q 6 " y) c. nnJpt L 2-1)036- / so ylt'i EUGEN D. BIRNBAUM & : A :D.CIATES ///MM//���++.�� 1 ConivNMg Sbuefwoi £miners UNIT IESIONER fC SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY I8 NOT TO BE REPRODUCED. Jr'[� a- / nATE_E2- 12.- •Ku1 No, 14 Jos No. /C1910 DATE TYPE OF REVISION: SHEET NUMBERS) SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * // PROJECT NAME I ec-T/2 f GAR C 4,47,---7-s A. �-✓ ADDRESS //6 3 —cc) v•c2, / CONTACT PERSON yl C A Q eC PHONE 5 7 J - /PAS ARCHITECT OR ENGINEER PERMIT NUMBER �v V Q J (If previously issued) PLAN CHECK NUMBER g1 - 0 /3 • i "Cloud" or highlight all areas of revisions and date revisions. 7 APPROVED JAN 2 5 1991 BUILDING DIVISION ELECTRICAL AGENTS NORTHWEST, INC. 1163 Andover Park West Bldg. B. • Seattle, Washington 98188 • (206) 575.1818 MANUFACTURERS REPRESENTATIVES 'CITY :OF :TUKWILA MR. KENNETH NEILSON Dept. ;.of Community Development- Building Division. 6300 :Southcenter`; Blvd: Tukwila, WA. :98188 FROM: ELECTRICAL AGENTS NORTHWEST MR. ROBERT SCHOEL DATE :. Jan: 25, Please: delete. the welding section from the rack storage inspection, as all "shelving ;isfactory welded. • Thank you , Robert Schoe • REC IVED GITYOf: K ,'. JAPE 25. ' ill. • PERMIT CENTER REF:. RACK STORAGE INSPECTION 1991 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -013: Electrical Agents 1163 Andover Pk W THE FOLLOWING COMMENTS APPLY TO AND BECOME P THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �� 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 4. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 6. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PHONE b (206) 433.1800 Gary 1 VanDusen, Mayor "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Welding 431 - 3670 1 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 18 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING ANAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 1163 Andover Pk W tiUlLUlNta MtFflVlll INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Electrical Agents CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 g -Q (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar Is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately mkfpoint. 7. FRAMING - After rough -in Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping Is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 004 PLAN REVIEW COMMENTS • PLAN CHECK #t 9 I- 013 PROJECT E LC CTR I C AL AGENTS REQUIRED INSPECTIONS \ No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296- 4722). 12. 13. i4. 16. 19. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high-strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet in length. Readily accessible access to root mounted equipment is required. Englneereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or Ina, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final Inspection (see attached procedure). 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 0 All food preparation establishments must have King County Health Department elgn -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plane approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be Issued by an approved agency having a service for Inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shalt be special Inspected. All wood to remain In placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 1 Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening )11 El-t, 114 12 13 14 FIRE FINAL 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN REVIEW COMMENTS • PLAN CHECK #t 9 I- 013 PROJECT E LC CTR I C AL AGENTS REQUIRED INSPECTIONS \ No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. O Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296- 4722). 12. 13. i4. 16. 19. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high-strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet in length. Readily accessible access to root mounted equipment is required. Englneereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or Ina, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final Inspection (see attached procedure). 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 0 All food preparation establishments must have King County Health Department elgn -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plane approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be Issued by an approved agency having a service for Inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shalt be special Inspected. All wood to remain In placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 91 -013 Gary L. VanDusen, Mayor January 16, 1991 Re: Electrical Agents - 1163 Andover Park West The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A permit is required for high -piled combustible stock. (UFC 81.102) To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. .A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 81.102) Refrain from blocking sprinker coverage with shelving. NFPA Standard #13 states that any shelving or decks in excess of 4 feet in width will require the installation of sprinklers thereunder.. (UFC 10.302) Provide longitudinal and transverse flue spaces in your rack storage. 2. The following information must be provided to the Fire Prevention Bureau prior to final approval of this project: 1) Type(s) of commodities being stored on the racks. 2.) Storage. arrangement - solid shelves or pallet storage. 3) Height of the storage. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4) Ceiling sprinkler density. Gary L; Van Dusen, Mayor Depending on the information provided, the ceiling sprinkler density.. may have to be increased and in -rack sprinkers may be required. 3. This review limited to speculative tenant space only - special fire permits may be necessary description of intended use. Plan Review PROJECT . l G t tne- ST ADDRESS t ( J�t�1�7OV DATE . i�N • t l J . tgct. ►.,� • Q10. 6 LL itaprierjngit UN ' u�.�. Y ,Yi1...'Y�{y�a {� dd1 A Atha/g/IgNi /W.t /iQ //1AI PLAN CHECK NUMBER Q��013 $1 DIETCRICH.posT EARPRINT 1000N 1.05 1.03 0.60 1.33 0.67 . Post Details nd Pro i ert es units: ,Inches, u o) (all properties net section) DATE '1. i1 DRAWN H ; Q . , CHRCKEO APPROVED 0.37 0.80 �r•s 61... Note: Beams are o l :piece Others' are two •piece beams K6E 5.00 6.00 3.00 3.25 5.25 0.72 2.22 OJilt�.. 4i A?t Eo EXleRt45 N ALL DATA ON THESE SHEETS `ARE THE EXCLUSIVE DESIGN OF EUGENE D. BIRNBAUM AND AS- SOCIATES, AND NO PART OF THESE ' °DRAWINGS :SHALL BE COPED OR USED WITHOUT THE KNOWLEDGE AND WRITTEN CON- SENT OF EUGENE D. BIRNBAUM AND ASSOCIATES. (II31( =m "" — IT7.111 1 GENERAL NOTES l This drawin g .�„� _ 'pproved installation rack; product line shows standard details of t only. See en g infer a drawings (sane job Number) for components used, special details, arrangement, and 'site specific ' information. The ` installation drawings govern over this drawing. 2. MATERIAL Steel - ASTM A570 Grade 50 UNO Welding Electrodes - AWS E70-XX (all welds single pass fillet welds designed at 50% stress levels) E xpansion `Anchors shall be ICBO approved types. Hilti ; Kwik Bolt _ : (ICBO RR #2156) ) Phillips Red Head JS type ' (ICBO RR # 1452) Ramset TruBolt:(ICBO`RR #2391) Embedment shall be minimum 5X Bolt Diameter Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments: shown on installa tion govern over the sizes shown on this drawing. Special inspections are not required unless noted on the - installation drawings. EUGENE D. BIRNBAUM AND ASSOCIATES STRUCTURAL ' ENGINEEitS 1626 SILVER LAKE' BLVD. LOS ANGELES 90028 CALIF. (213) 663.0218 ATRVCTURAL 0401N /0. 3. Unless noted otherwise on the installation drawings, the allowable so..1 bearing value is CITYuf APPROV , RECEIVED � �� MY OFTUKWII.A AN 1 7, JAN 9 199 PERMIT CENTER SHEET NO. •_k 1�I► � �I!; �I���I�1 ►����I�1�I��!i! 1111111111 11111111 1111111 11111 X111111111111111111111111111 111111111111111111111i1: lip1 1 /j111111111111111111111111 11111111111111111 0 16THSINCH 1 2 I 3' 4 5 6 '7 8` 9 . 10 11 ' IMl1EIN°ER 12 111VI.I, • T C s. t... ...4 ....... G a 1 .....1 .1.............. 4 .. 1 A te..... ♦..,..... 1 t 1.; a. 12•; . u177..4•CN•rOsT CI.11.APN1KT tOOOX lJO.TE 5 (, soft. P- EARILJC P.S.E= , FY.-42 z. L Aeov2K 10 CDtJFORM 'r0 tJ. e , 3. ALL wELd2IN6: BY' CERTIFIED WELDERS IIJ SHDP' 4F i.- LC, F,&e6RIc AT OF 1 4. 2IAwtu� 5H-2wS $P2 2e.okh s OI31_°{. SEA A.PPIOVEc II.JS1 LLAT' PRAWILiaS Fog SELL D. rRAIJ ANP MIATEKIAL Rao i4o hc-'Lr A�MI` -�l,Y COL UMN- t 7 TAIL cweI...,INCo) - - yP 0 16 THS INCH 1 -0- 7 .'SEE FOR ?ER TC' aoKto 2 } 3 4 % I l A PL r'-r '`y' 'P>HL�. fpm ft.a47 u . J V adZ t��VI I Ci N 351 L,ILJE w • as __ ..rarwrse.. NA or UrVIc r1 T GOL-. 1C C7A -: 0 s`�'L? cJ HUT K©LL ' 67AKiSKicp lis OG 55E iuc ii FtvR SIZE .. i _ Q.a.e...s•.......... ..tea... • ...a. M 4 X �' x 3 !3 ALTE NATE 15ASE ii_F DATA ON .. -IES� SHEET 5 I 1� PdE n �1R1� �AUM At RE THE EXCLUSIVE •.)ESIGN OF I ANt AelOCIATwr EUGENE D. BIRNBAUM AND .,S• PTi'JGTU .A I. EHG' 411E111S ::JCIATES. AND ; h7 FART OF 1 1126 SP.VER LAKE !3L.VO. 'i HESE DRAWINGS .SHA._L BE LG,a ANG el. z;1 QOn::B .;I.:.IF. CC" .E1.3 OR USED W,7 HC IT THE (213) 3133.0218 Keor)WL = DGE AND WRITTEN ';ON. SE 'IT („ EUGENE D RIPKBAUN . � •T11YC't., AL QPI II1A. WM .r 1 1I I111111i+11111111111111l 1111111111111111 111111I111111I 1111 11 1111111111111111111i11111111111111I111111111111111I1111111l 11111111 11111111111 111111111i1111I1I1I1111 10 x4' R.H.WEOGE RECEIVED CITY OFTUKWIL.A PERMIT CENTER II I 11 IMfiE " 12 i i i; c o ki I-f vY 601,4w, axmf UItI1 111111111.1t1 TO'' \'1 -W I V4 c� A V M O N E TA D A D 5 7•r =- ....!; -. .sol,! x ' "'� oC "Y'iv� f :,...'r' -. !�^- yrY.4` JAN 9 # I S1", L[7�.R s.�..r.•.....•... �.,��.... .....� am WOND DAY LI.g•11 OIlAWI H , /.rr�nVtD .'O? .w i IV •. ars I := : . =r. 6111MS Yd •11[1•1•4111111111• MBA X. �/a, Ec' . wome WM .64; 13 . i . . . icS m : / BUIE. I. :ar .3 litilliM `•? /*It; 417 ..,672: „ /741 L...3- 14'0', : c , a5 .1042 LP.37 !it '4_1 I( 1.--_ . - ! ' /- :64 z.._,53ea .tiof / .0.97 1...:153Z94 f ' 5 :1 .0E4 Le320 ./0/ 1.-432-9er. ..74, / .....,_._ . _ ._ _ ......._ 11111.....,. I- F I I .3 litilliM ' - 1 1 111111D1 „ L...3- ■ I .1042 LP.37 !it '4_1 I( 1.--_ . - ! ' , 41 P - 55 a .tiof tzlt".57 4' 3' .12it COLUMN 1 C771 .e9A lc) ."1/1 (0. 77 o - 1--/ vvc.. 0/7 ) 2 '-a..A-7/Ai. A o vv - •1 7, io (A4/A/.) • Lir 32. f AA / 1...j CEIVE_D OF T1 RWILA • • AM 9 &MIT CENTER • • G" ,BiR/9 179 kV-) If 0 0 O' • 4 • ./A/ . 4. 434)1.-.7 "7.40 7 • 7 "/" ., . BUIENE L',;... _BIRNBAUM .:,.' Afte Ag3P*PATEV . s. • 5114,LFTtiRALi,..INGvittilitif l'eti.0 Otit.velt - A411. - Eta.voc' Low )4 . 1 aet, cALitr,"?.. ffitwo A ta a y 4.4 • 2 Ca -....., / D 770, kV//VG •,; / . 1 7 9 " :-....' • --- 4 -O.. , : ..."4 7,•:: • : . .' '.. ., : i ........i.jr ' 1 r " • . ri-73 t.461 C1411/14PHINT i‘0 ; , • 10 (fl INCH 1 .'$‘417' '7. - • -• • ' • .................=mmarakivogiaftaimmianninNAMMOKRIMPSIDEIESIORBERIIMINIPEREMISIMEMBEI .—..-...-.. 4 I 2 ', 3 4 5 6 7 A Q 1n -• ;••• ' (. „ :1' , r‘ , • • — • •-• • II! 1111111111111111111111111 Jr% . , 7 .• .‘t ;: 2•• , avIttft.- • :1 P ■ I !it '4_1 I( 1.--_ . - ! ' COLUMN 1 C771 .e9A lc) ."1/1 (0. 77 o - 1--/ vvc.. 0/7 ) 2 '-a..A-7/Ai. A o vv - •1 7, io (A4/A/.) • Lir 32. f AA / 1...j CEIVE_D OF T1 RWILA • • AM 9 &MIT CENTER • • G" ,BiR/9 179 kV-) If 0 0 O' • 4 • ./A/ . 4. 434)1.-.7 "7.40 7 • 7 "/" ., . BUIENE L',;... _BIRNBAUM .:,.' Afte Ag3P*PATEV . s. • 5114,LFTtiRALi,..INGvittilitif l'eti.0 Otit.velt - A411. - Eta.voc' Low )4 . 1 aet, cALitr,"?.. ffitwo A ta a y 4.4 • 2 Ca -....., / D 770, kV//VG •,; / . 1 7 9 " :-....' • --- 4 -O.. , : ..."4 7,•:: • : . .' '.. ., : i ........i.jr ' 1 r " • . ri-73 t.461 C1411/14PHINT i‘0 ; , • 10 (fl INCH 1 .'$‘417' '7. - • -• • ' • .................=mmarakivogiaftaimmianninNAMMOKRIMPSIDEIESIORBERIIMINIPEREMISIMEMBEI .—..-...-.. 4 I 2 ', 3 4 5 6 7 A Q 1n -• ;••• ' (. „ :1' , r‘ , • • — • •-• • II! 1111111111111111111111111 Jr% . , 7 .• .‘t ;: 2•• , avIttft.- • :1 rfr'e H I T L. T , =-,1 67- 730 Ws : ! 1 ■ (6 . 1 T 3S0 t-it 11 " ' i. 11 :134 I / , / , . • • 4 1a, k 12,73 f,111t41.104:1467 MINT 101X411 • EUGENE D. 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FILE COPY u nderstand that the Plan Check approvals are .:!: to errors and ornissinn ,and approval of :: ;rs does not author.;. .00 ,,,,nt tf•,In of any z adopted code or ordmG I); con - cr r ;cior's copy of approved pian, !: n,: ,•.•:.!;lil ?;1 Li35 f'1 (\X ON.) L_IS !',1 /17 3 (\RMS REVIEWED AND EUGENE D. 81R 3A MP&RASSOC. CONSULTNGl STRUCTURAL CITY ��T APPROVED JAN 1 7 1991 HPUNING 4) 22 • •1 ilIIIIIII III (III1111111111II1111111111null 111111111111IIII II III IIIIIi 11111111 111 1 T 0 le 7H3 INCH 2 3 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0c 6Z 9e LZ 9Z SZ VZ CZ Za LZ Oz 6L eL LL 9L GL iL CI Zt ( LL p`` �IIIIIIIiillll11111111 !11111111111111111111111111 !1!1111!11111111111111111! 1111!11! 1111111illh11111111111111111 111!1111!11111 l! 111111111 111l111111!II!11111111111i11 111111111111111111111 +11111!111111111111 11►11111i .'r L 9I III G ,, C Z L Ww0 IIIIIIf111 11111111111 111111111111111111 1 I11 II 1I 11111111! I111 1111111 11 1 11 11111 1 9 10 11 MADEMAERMANY 12