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HomeMy WebLinkAboutPermit 6727 - Boeing #7-142 - Fence;;Permit 6727 - Boeing #7-142 91-314 8900 east marginal way south fence . - "P •F • .. M UB D •I year) 1988 SETBACKS: N- S- E- ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA W_ FIRE PROTECTION: ❑ Sprinklers ❑Detectors d N/A UTILITY PERMITS REQUIRED? ❑Yes NO ❑ Yes (through Public works_ ® No ZONING: BAR /LAND USE CONDITIONS? CONDITIONS (other than those noted on or attached to permit/plans) PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124-2207 PROPERTY OWNER Boeing PHONE 544 -2975t ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 CONTRACTOR Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # BOEINC294ML EXP. DATE ARCHITECT Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124-2207 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: USE FLOOR APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. SITE ADDRESS 8900 E Marginal Wy S BUILDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION AMOUNT . RCPT# ' PATE BUILDING: PERMIT FEE PLAN CHECK:FEE?N: :: BU.ILD.INGi:SU.RCHARGE> SUITE # DESCRIBE WORK TO BE DONE: Relocate 120 linear feet of blast fence. BUILDING OFFICIAL TOTAL DATE: ts: per /t shalkbe� ome nultand vo/d if the tniprk �s not commencei is or.;if the. work is suspended or;:abandoned :for a period o DATE ISSUED: 243.00 .58:00 DATE: 0805 0805`` 7 26 -91 7 26 =`91 PLAN CHECK NO.: 91 -314 PROJECT VALUE OF CONSTRUCTION - $ 24,000.00 PROJECT NAME/TENANT Boeing 4/7 -142 ASSESSOR ACCOUNT It 000740 -0033 TYPE OF ❑ New Building U Addition lx Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: - CODE COMPLIANCE: SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lave and ordinances governing this work will be complied with, whether specified herein or not. The granting of this perrnit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. da te:; rom the last inspection; PERMIT NO. CONTACTED ��� %— -\ ( \ (\'€–A� _ ° 1..8Y: init. • DATE READY DATE NOTIFIED . r 0 % r PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (snit.) AMOUNT OWING PLAN CHECK NUMBER _eta t-a__ RTME .N.T: : REVIEW COMPLETED BUILDIfVGd "'ERMIT APPLICATION TRACKING 6o--e 1 4(Q SITE ADDRESS %gooa 1 (1\04 no,( W 5 PROJECT NAME INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. FEET LOAD To SQUARE OCC, FEET LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review O PLANNING ,i PUBLIC WORKS O OTHER TEf, id FIRE PROTECTION: 6Z BUILDING - final review FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: INSPECTOR: UBG EDITION (year): CONSULTANT: Date Sent - UIR SUITE NO. ME Date Approved - TOTAL OCC, LOAD BAR/LAND USE CONDITIONS? (]Yes (1 No SITE ADDRESS SUITE # 8900 E.MARGINAL SO, BLDG 7-1 VALUE OF CONSTRUCTION - $ 21+,000.00 PROJECT NAMETTENANT BOEING MILITARY . 16 ASSESSOR ACCOUNT # 00071+0-0033 (commercial) U Demolition (building) ® Other: RFI OCATF RI AST FFNCF TYPE OF LJ New Building 0 Addition Tenant Improvement WORK: 0 Rack Storage 0 Reroof Remodel (residential) DESCRIBE WORK TO BE DONE: REI OCATF 120 FT OF BLAST FENCE .fie, .5 ANA %r.;%`<> .;:,:•••v s _ BUILDING USE (office, warehouse, etc.) N/A NATURE OF BUSINESS: AIRPLANE MFG. EXPLAIN: WILL THERE BE A CHANGE IN USE? (,)rJ No U Yes IF YES, SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: LOT 56,000 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: - 1:{ :D.E •G: > ; ;<;ff .f.<.:,.:. S'. J3 .I .P:.:TI.:A..1!J: >.::..<..:. BUILDI(V:d `P :8 Min FEE �y .f> O.0 <: 4.:.AA� N:T:.:: M >: 2 rf ` O Fl P:T::: °,, # :DA ; >'<�•::. T E <`< "',.. :.;a 'tk :> BUILDIN.G..�SURCNARGE? .fie, .5 ANA %r.;%`<> .;:,:•••v s : EXP. DATE :: <::: <. < > <; s<:: >;:.�:::: y :.:{$yX.j$ EN•EFIGMSSURCII I GE' . � } : } �: y S:• "; y „il <. « £ < : >:: iiO4:<.4.e ADDRESS P.O. BOX 3707. M/S 46 -87, SEATTLE, WA. ZIP 98124 -2207 4:{: ::;'�:.• , :. >•f., ? ?;: ?ig;; t8,'t�'• :•:'r y: ; SIGNATURE � •�-%' - DATE 07 - 25 - 91 PRINT NAME 'TERRY BENNETI, PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707 j M/S 46 -87, SEATTLE, WA. CITY /ZIP 981 24 -2207 PHONE (206) 544 -2975 CONTACT PERSON TFRRY BEF PROPERTY OWNER RORTN( MTLTT AIEPT.,�RR PHONE ( 2 6' 544 -2975 ADDRESS P.O. ROX 3707. M/S 46 -87, SEATTLE, WA, !ZIP 98124 -2207 CONTRACTOR PHONE ADDRESS P.O. ROX 3707 M/S 46 -87, SEATTLE, WA. ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP. DATE ARCHITECT RORTNG MTT�TTARY A :' eel PHONE 0. ”- ADDRESS P.O. BOX 3707. M/S 46 -87, SEATTLE, WA. ZIP 98124 -2207 Rl^5.. , CERTIFY. >. HAT..!..•HAVE..RR.A A1! fD..• EXA..iNS.t7<>THLS:A�?f?.1:.1. AT:LAN.:::. q�<KN.OWTHE SAM ... ..SE.• <':» + :4 :<{ � '0: ;' ^.:5: •::>: +ti<::: :r s :<::; :;j i Y•::::::. "i:: :: { r .. : TRUE AND GOR : ECT :AND. ,.. <.: U • O �':: � � :....::.Ly .:..C7 • :;: <' :. :.: : >,• .::..:::.::..:.... '.:;�::a;;. > ;:'::;: >:, R ,. .. . a., APJ?. Y.., �.: �.:.' 1�> iIS::. E�: ��Mi' T ,.:.<- ... y: :.... : ..,. ,..., BUILDING OWNER OR AUTHORIZED AGENT ' SIGNATURE � •�-%' - DATE 07 - 25 - 91 PRINT NAME 'TERRY BENNETI, PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707 j M/S 46 -87, SEATTLE, WA. CITY /ZIP 981 24 -2207 PHONE (206) 544 -2975 CONTACT PERSON TFRRY BEF CITY OF TUKWILA • Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PETERSON JOB i910177 -06 BUILDINu PERMIT APPLICATION FEES (for Ma use only) 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 - Qoordinator at 433.1851 prior to submitting application. In all- ccocc, a 'valuation.amount•shouid be entered bylhe 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 explre 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. 11 you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 01 301 3 1 COMM RCIAL— ...................... ..... ..... 0 i.00) '060 ■■••••••••• 1: °""•'. 4 1 . „ .. . „ ... ,.:. 4:: • ,., it• c,....).: it!,p....- !..,-4:;:t1L-!1.Y:f..,...,,....t.::..ii?..,:.,...,.:.7:.r.:14 , ". . ''.. Sta ta °N s . 1°... Veafil.r.i9te.irt...P4tO:: soy — En9MY 4 6ri 7 t,..„ . . .,..... or ..;.,.. -- -- ...:'Inoor o r ' :-,..........„ .. ::::,,,,.: ill ''' s .., .. .. ,1‘... Was _ 1-15".' . .Viiribi F ,..ii.qL.' b : ,: teq§t4.1i..0::.!C:,0 Wrirrif:In' dr 8 !1 1 ,.. : : 0 : 4 Y: ie:43146 , i4st ,..,. 44). 5 Strii.Oturry ..' :. .:::.,::.............. hick:4461ga . . I n iV.ttitt*:;:: ..,.:.519.!!!!*) ..„.°::- .. c,Ofiii ioted.lOttlitji,:'0Orrill .:: i ot.s:of.:0411 t4Win •■••■•• • 4 8 .00.040 -'4 0 * 6 4 7 q. ,f, RAqSThRAG • Spc '4A096 as f-ypon 0 ...., rj .:(46;j41.(16s,O.rip. Ass9. • • • 0 ?iCC:. :Qm • " t1.0*" tp5A 6:6014k .• +. Floc r: . .. • t oppl • • . . vOti:porrnii • Adcitkiigi tc;pogni situ c ncli II : • •••••••••••• Sl16./IVIITTAL CHECKLIST OM or:each siructuroy.'::. :Mittpri tieing removed, , • . WOOPMP.r..:!O. final In sP oadoii Oct 4 • , , • ;sty . Project: /» 7 1,./ f ype o nspe an: Address: ' l/ Date Called: Date Wanted: 3"—P--t.3 - am. p.m. Special Instructions: Requester: Phone No.: INSPECTION RECORD (_ Retain a copy with permit 4 r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No,: ❑ Corrections required prior to approval. at e: (206) 431 -3670 • BOEING MILITARY AIRPLANES • 7 -142 BUILDING YARD STRUCTURAL CALCULATIONS FOR.. BLAST FENCE ,.2PB 4.910177 -06 FILE COPY i understand that the Plan Check approvals are subject to errors and omissions and approval' of plans does not authorize the.vioiation of any • adopted code or ordinance. Receipt of contractor's copy of . approved plans ac • gad. McKinne Permit No �Jl June 25, 1991 W. E. Peterson The Boeing Company. Developmental Center Seattle, Washington RECEIVED CITY OFTIJKWILA JUL 2 6 1991 PERMIT CENTER BMA Fcjhties Seattle, Washington = rTSTALL BLAST FENCE 7 -142 BLDG. YARD TO THE NORTH PROJECT: JIM OATEY, 2D1 @ 544 -2903 Mdiitecture Engineering NO. 910177 -06 "dm F._ Peterson APPROVED er. WIND SHEET FORCE x ARM = MOMENT STEEL 2-'T � x is = . 174 p CONC. �P� x • d = q9• D K' SUM 4 -'312 x 6•) = z/Za K' This is based on a 11 slab. If increased to °' thick. CONC. 4 '1 .x 7:7 : s K' SUM x =: K' F.S. against overturning: 1.7 / i3 ^' I78,1- 00.K. T 1/C2T p cVC42 ' -vO 2A 3— � 1347 ..Farzc . • j :2 ►'r c �� '�` tLY,E' tr 1CI --- ,471i Er 1 tote _.:.4:37. WIDE M oh ow / _ FOOTING SOIL PRESSURE:) A =12.-.00= )20 S.F. S = 10x12 x12.+6= -4.O FT3 Vert. force = 43 K from above. e =i75 11÷4 =�1 IZ , Assuming a rectangular stress block. the width= C� Soil pressure; Whe n l ralculatinq heading stress in the concrete. the net pressure is 137,5.•=. "$S BMA Fqcilities S NSTALL BLAST FEN 7 -142 BLDG. YARD TO THE NORTH PROJECT: JIM OATEY, 2D1 @ 544 -2903 Planning Architecture Engineering ( '. Seattle, Washington 32P910625 ios No. 910177 -06 OESa9E0 en WI;Y /,iLP Wm F.. PPternon APPROVED er. SHEET O. 2 / . OME 6 -25 -91 STRUC CA LCU LA 1:914:S : Assume that the effective width of concrete is distributed per A.C.I. flat slabs. The col. strip is 5' wide & takes 80% of the load. -M col. strip = 0.8x30.935= 24.748 K' S = bt /6 = 60x11x11 +6 =1210 Fc = 24748 =1210= 20.45289256 x12 = 245.4347107 psi, needs reinf. As = 24.75+ 1.73 +7.7 = 1.85796862 +.31= 5.993447161 or i -M mid. strip = 0. =6.187 K' w/ #5 @ 48- "oc max. spcg. per code. The '10' spans parallel to the fence are 6.23' wide w/ 3.11' col. strip -M °= wL. /10 = .8525x4.37= 3.725425 x100 +10 = 37.25425 K' M red. = Va /3 = 37.25 +2 = 18.625 x1.17 +3 = 7.26375 K' • -M net = 37.25-7.26=29.99 say 30K' -M col. strip = .76x30 =22.8 K' -As = 22.8+ 1.73 +7.1 = 1.856224049 +.31= 5.987819512 or 6 115 @ 6 "oc M mid. strip = .24x30 =7.2K' As = 7.2+ 22.8x1.9 =0.59 or 2 #5' +M = wL /16= 10+ 16x37.25= 23.28125 K' & mom. red. = 7.3 +2 =3.65 K' +M net = 23.28- 3.65 =19.63 K' +M col strip = .6x19.63=11.778 T(' +As = 11.778+ 1.73:9.1= 0.748142031 4.31= 2.41336139 or 3 #5 @ 12 "oc. +As mid strip = .4+ .6x2.4= 1.599999999 or 2 #5, w/ #5 @ 18 min. - M cant conc..D.L. only = 10x3x.1375x1.5= 6.1875 K' - M col. strip = 0.8x6.1875 =4.95 K' S = 1210 in3 from top of page. fc = 4.95x12 +1210= 0.049090909 or 49.1 psi, no reinf. req'd. Inflection point is 6.19/6.19 +30.935 = 37.125 x 5.9 = 0.984' from AB 120 of #5 = 12x.625 =7.5" bot bar length = 2.86 +5.9- .36 =8.4' MINIMUM REINF. PER ACI 7.12.2 = .0018x11x12= 0.2376 sq. in. /ft. or #5 @ .31 +.2376x12= 15.65656565 ". say 15 "oc shrinkage & temp. PER ACI 10.5.1 = 200+ 60000= 0.003333333 or 1/3 greater than what is required by analysis. .0018 +.0033x15.66= 8.54181818" oc Corrections in pencil above based on these min. cbnditions. THE FOUR CENTER SECTIONS ARE HIGHER, BUT WILL BE SUBJECTED TO A LESSOR BLAST FORCE. THEY ARE MORE THAN ADEQUATE FOR MIN. UBC DESIGN FORCES BY INSPECTION. 07, BMA FOlities Seattle, Washington S NS B.L.AST FENC 7 -142 BLDG. YARD TO THE NORTH PROJECT: JIM OATEY, 2D1 0 544 -2903 Planning kthilectur Engineering 32P910625 ,oe No. 910177 -06 SHEET NO. 5 DESIGNED 9Y: WE:F /iZN Wm E. PAternn APPROVED 6Y: 6-25-91 STRIJCTLTRAI� CrALCU L.AT E ONS SECURITY_FENC DESIGNED FOR UBC WIND LOAD ONLY. p = CeCgxgst From Tables 231'. 23 -G, 2.3 -H & 23 -L: p = 1.2x1.3x17x1 =26.52 psf Horiz. rails; Top rail w = 7- 2x26.52 =92.82 plf M = 92.82x100:8= 1160.25 #' S = 1.16x12_ 27.6:-1.33= 0.3792088 in3 The fence doesn't resist full wind loading & the "Boeing Std." shows a 1 5/8" O.D. rail. 1* "std. pipe is 1.66" 0.D. Adjusted w = 0. 235 :-.3792X92.82 = 57.52294302 -3.5= 16.43512657 psf This is 16.43•:26.52X100 = 61.95324283 % solid fence. Line posts; Load = 16.44x3.5x10 -575.4 # @ top & bot. rails. M = 0.5754x7= 4.0278 K' S = 4.03x12- 27.6:•1.33= 1.317423994 in3 "Boeing Std." shows a 2 3/8" O.D. line post = 2" std. pipe. Adjusted w = 0.561+1.3174=0.425838773 x16.44= 7.000789428 psf This is 7 +26.52x100= 26.39517345 % solid fence which is still well within reason based on the chain link fabric used. FOOTING: Based on UBC 2907 (g) 2. B. Constrained by pavement. d = 4.25 Ph /S = 4.25x245x7+600 -.83= 14.63604417 d = 3.82' The above is based on the allowable Mom. in the line post, and using the increases in footnote 4 of Table 29 -D. They are 3x for 3' deep & 2x for isolated poles. But the 33% in- crease in bearing pressure for wind wasn't used. Using it: d = 14.636:-1.33= 11.00451127 & d = 3.3'. The 3' depth is close enough, considering that the fence is actually less than 26.4% solid. FLEXURAL STRESS IN CONCRETE S = 0.7854x10x10x10 =785.4 in M = 245x7 =1715 #' fc = 1715x12+785.4=26.20320855 psi, OK BMA F(ciIities 1/...Pr t Seattle, Washington * Seattle, Washington Hawing !goal ec(, , Engineering 32P910625 r NST'A BLAST FENCE 7-142 BLDG . YARD TO THE NORTH PROJECT: JIM OATEY, 2D1 @ 544 -2903 Ft, LTC - 1 - 11 CALC:LT L.AT 1 ONS : ! M "" r 1 � 1 11 LW I_ 1d/3'.. 17. St =131.5 4.7 8' , 7(a K T = 4� 1 K per A.B. Eff. arm length for A.B. -'7 Vert . force = ' K from above. e = Soil pressure; .:10r bending stress in the concrete. •V cant. = x10x -M cant. *2- '0° N0 910177)-06 ocsiaW DY: W 2.P /3ZY ..Wm_F.. Peterson APPROVED BY: SUM $, t p x 7,3 This is based on '[f increased to CONC. 4 SUM '/ O.T.M. = 12$ k!7,S'6 =. .!CIS K' j<I, rtu -54415 R.M . 47`,1 - .+ �,SYi X r /ZS ) 1 '502 113, 2 K i ( y T = C A K' x "O C / ,3- �`��'A ► ALLOW V = — >�'+/� GA to G a ®,: CA t4 (. G v AT7 n 1 F o'T 11461. Q, FOOTING SOIL PRESSURE A = x10=' S.F. S = 10x K, Assuming a rectangular stress block, the width ksf. When the net pressure is K VA /3 = *1.17 O.T.M. �r��1 R.M. FORCE x ARM = WIND / 7,.S (O )(Ft*, (p = STEEL 4-i e) 7t,g,31!O = CONC. 11 S x CD l_ w SHEET NO. _ / DATE: 6-25-91 F.S. a overturning: 79∎UP4l= lr5S 179/1 'g' MOMENT ), g K' 33 g� , U K' Z79, Z K ' a slab. " thick. ' K' I C© 6,re 41 - l caw 3 ; / 3P1060 � � p � s P A � r ��; t � Mer � d 1 1.... /3(4 1, 2.6 - F 1 , 7 i O fp��embed. /f'c 3000 ALLOW 2;•'jt 1 .33)t7.- ec oN$p 5 4•i K r6 K 4,17 2.4+ > 7,34) y 1N $ P% 6= " FT3 calculating 162.5- f3= K' F. BMA Facilities Seattle, Washington 32P910625 Z NSTALL. BLAST FEN 7 -142 BLDG. YARD TO THE NORTH PROJECT: JIM OATEY, 2D1 @ 544 -2903 Planning Architecture Engineering S'T'RLTC'T URAL CA'LC�TL..ATIGINS ,oa No. 910177 -06. EXPLANATION: Per Plant engineering Report No. R -03- 000 -1 -004 in- cluded herewith, 100psf is consered to be a safe load. The 12' high fence was designed for 200 psf since it is considered to be "desirable ". But also because the same footing section can be used full length. Another consideration is that Bob Pedersen wants the high fence where it is in order to protect the airplane from bottles, cans etc. hurled from the highway. Since the airplane has the jets on the wings, there actually will be more blast on the 12' high fences. Also It costs little more to provide the 200 psf design on the 12' high fences. This is with respect to the footing. Then in case the fences are upgraded to 200psf, there won't be any problem as far as the footing is concerned. c ECK JJCHOgAGE TO CONCRETE PER SEC. 2624 UDC fig_, 4a„0 SHEET NO. 5 / 5 DEscreD BY: Wi✓Y /.JZP Ppt P_rgnn APPROVED BY: DATE: 6-25-91 For the bolts at the bot. of the fence there is obviously no tension. The bolts at the posts are nearly all tension, but there is some shear. The most shear is at the high posts shown on calc. sht. 4/5. Trib. pipe = 12.46+ 2%0.33x.1%0.67= 0.1377453 kips ft. _ 4 length x width x wind x factor for O " it " pedestal = 0.5%1.33x0.1 = 0.0665 kips TOTAL = 0.138 +.067 =0.205 kips (Ps /Pt) /3 + (Vs /Vt) /3 < or = 1 4.7 +5.32= 0.883458646 & 0.8134 factored 0.205 +4.15= 0.04939759 & 0.0068 factored, sum = 0.82 <1.0 O.K. tlrr3.C, `t74l3C 2G F AT LOW FENCE calc. sht. 1/5 trib. pipe = 8.58 +12.46x.2 =.1 = 1.377207062 x0.14 = 0.192808988 K pedestal = 0.0665 +0.193= 0.2595 kips 12.2 +14.6= 0.835616438 & 0.74 factored 0.26:-7.63= 0.034076015 & 0.0036 factored 0.7436(1 0.K /9 • 1 BLAST FENCE LOADING INVESTIGATION JOB NO. _413085 PREPARED BY C• MALS 5EQ.0 - DATE $ -7-70 CHECKED BY FACILITIES DEPARTMENT ' FACILITIES ENGINEERING UNIT PLANT ENGINEERING REPORT NO. R -03- 000 -1 -00 APPROVED BY r !� ' - f�r� -v DATE : THE BOEING COMPANY 737 DIVISION SEATTLE, WASHINGTON • AUGUST, 1970 • DATE �• �d • PURPOSE. This study is to determine maximum allowable vind loads on the existing blast fence and to determine 'what codifications, if any, *would be eco- nomically feasible to further strengthen the fence and that the cost of these modifications would be. BACKGROUND • This bleat fence was originally designed for B -52 airplanes. Loads now • applied to the fence have, been increased due to the use of higher thrust engines, aircraft conficurations which place the engines in the aft section (727), higher engine mounting heights which require blast fences of extended height (727), and larger aircraft which require run position close to the fence to maintain clearance on the apron for taxi (7l7). r ' These loads have caused evidence of failure in the past. Two areas, in . - AJ-' particular have suffered distress. One is the connection at the top of the pipe co1urnr to the vane support plate. The other is the. •____ - se v s d their caap:etion to the support' plates. To correct these deficiencies, most of the Pence sections have already had one modification. This modification consisted of the following: (1) Rewelding vanes at vane support plates, (2) Adding stiffening plates to top connection of pipe column. . . (3) Adding 2 -1/2" x •3/8" stiffening bars on each side of, each 5 vide. vane panel for the full height of the fence. The above modifications are shown on Sheet S -4 of Dvg. No. 103 -000 -1099. DISCUSSION • As indicated by previous failures, the main weakness of this fence is . in the vane design. The middle plate, holding the vanes, supports them in a direction parallel the fence but does not sutoorthem in a illus.= tion =psndicu1ar the fence. Therefore, the effective span is 5' -0" ``•• rect.ion parallel the fence, but 10' -0" in the direction oe rren- G� dicular the fence. Also, a full moment developing connection w not used at he -middl - sup3axt plate. In a static test conducted by the ,\ _ firm of 'p:orthingtcn Zc S�nilling,`.' a test .vnre 1." made and tested using a 10' sp . h • ....x�cii.:a s�"s7,e cad on the panel was 50 pounds per square foot. Although this teat did not duplicate actual field condition, the result should be safe. actual ia.,e, the panels are ,subjected, to a vibrating load which may cause i a fatigue failure; how- • ever, the panels are also supported at ' -0" intervals in a direction parallel to the fence. • . R - 03 - 000 - 1 - 00! • r eve-e(S DISCUSSION (continued) The modification that prerinw • vas done to most of the panels has effectively strengthened the ver. . Revelding the vanes to the support plates has rcreused the rent resistance of the connection. Adding the 2 -1/2 x 3/8" bars on each side of each 5' -0" panel has increased the vane stability and helps to distribute any concentrated loads. A stress analysis of the :vanes indicates that stresses• are lov provided buckling is prohibited and centin t s provided across the center' support 1p ate. For these reasons, the fence jtn tics r_o ificFEion is c nsider ed safe for a load of 100 rounds per square food. A new modification is shown on Sketches 1 & 2. The purpose of this modification is to allow use of"the existing fence where a blast load above 100 pounds per square foot is necessary or desirable. This modification, combined with the previous ore, is designed to increaw the allowable e Ina on the Pence • to '221 pounds Der snuere :Gat. It cons ats of adding ,ties at 5'-0" centers to the existing" fence. This Over #+" strengthens the fence in two ways. It strengthens the vanes, by add- c,-i.. Aft ing definite support,at 5' -O" O.C. It alto strengthens the Pend i against overturning and sliding. ' The original design had a safe load. 16"/ T u 2c for overturning of 100 pounds per square foot. This modification will increase it to 200 pounds per square foot. ALLOWABLE LOADS Pounds per Sq. Ft. Reeo = ended allowable loads are as follows: A. Panels vithout.modification 50 B. Panels with original modification, consisting of the folloving: _ 100 (1) Rewelding all vanes. • (2) Adding 2 -1/2" x 3/8" stiffening bars each side of each 5' -0" wide panel. (3) Adding stiffening plates to top connection . of pipe . column. C. Panels with the original modification and the nev modification as shown on Sketches 1 and'2. on R -03- 000 -1 -004 200 . • • • • SUMRY There are nov 188 panels at North Field along the runvay. Of these, all except 46 have received the originrl.,modification. Of the 46 that have not bsen modified, 34 are located together at the south end. Three possible-courses of' action are: R- 03- 000 -1 -004 • Do nothing at this time. II. Modify the remining.46 panels so that all •panels .vill have the original. modification.' Estimated' cost 43, 000 III.. .In.addition to II, add the new modification a.s.shown on Sketches 1 and 2. Estimated cost - 440,000. . Due.to the tight money situation, Alternate•I.is recommended for the present V.:e. Since the presently unmodified panels are concentrated mostly at the south end, airplanes can nor use every position except the tvo southerly ones for pressures as high 'as 100 pounds. per square • foot. Yhen money becomes more readily available and the field becomes more fully utilized, it is recommended. that Alternate, II be . adopted. It grill provide ' greater safety and allow a fuller utilization of the fence at a minimum cost. In the future, when.anc if•the use of jet .blast.precsures are greater than 100 pounds per foot, Alternate. II or some. variation of it should be considered for adoption.. . Layout of run positions'at the blast fence ,as presently constructed • must take into consideration the variations in the blast fence modifi- cations and heights' to avoid overloads and possible fence failure. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -314: Boeing #7 -142 8900 E Marginal Wy S • PHONE N (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PAT F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER OP l ) 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 concrete to be special inspected (Sec. 306, UBC). 5. All construction to be done in conformance with approved . plans and requirements of the Uniform Building Code (1988 Edition). 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. Cary L. VanDusel1, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wail Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 8900 E Marginal Wy S BUILDIICG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Boeing #7 -142 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (0 a�7 I a - 41 (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 tled in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other Inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09,14,90 PLC/A REVIEW COMME r Plan Check No.: g (� Project: lC- 1��� e&A-4 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. 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). 3. 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). 4. 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). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. 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). 16. 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 , Edition), i arrrvnJ. 18. All food preparation establishments must have King County Health Department sign -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 desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. 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. 20. 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, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. 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 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. 25. A Certificate of Occupancy will be required for this permit. 1. Footings ?G 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. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PLC/A REVIEW COMME r Plan Check No.: g (� Project: lC- 1��� e&A-4 REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. 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). 3. 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). 4. 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). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. 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). 16. 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 , Edition), i arrrvnJ. 18. All food preparation establishments must have King County Health Department sign -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 desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. 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. 20. 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, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. 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 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. 25. A Certificate of Occupancy will be required for this permit. CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: o t` 7 _, 11:2" ADDRESS: d 00 I J, t&(NA L LCD DATE: .2c3t �(]L OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION .4ramrsionrwaymr" PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51- 0, W.A.C. PREPARED BY: PLAN REVIE111► PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 NO _S AWN 0,1111W:417111RMANAIMMIWAMMF.,___ze I ' :.'mil l//.�/ i i * DATE: -0 1 de(?/ DRAWING INDEX SHEET N0. DRAWING N0. SHEET TITLE SHEET N0. DRAWING NO. SHEET TITLE Al 7- 142 -A1 TITLE SHEET S2 113 -000 -1079 PLOT PLAN & SECTIONS 1 32P910625 CALCULATION SHEET 2 32P910625 CALCULATION SHEET 3 32P910625 CAL CULATION SI -IEF1 Fr SY11 RENS ON B 7 -127 KING COUNTY JRPORT OFFICE CENTER (FAA) VICINITY Iv AP 99 L PROJECT SITE FROM SEATTLE - TACOMA AIRPORT FROM DOWNTOWN SEAT1LE BY EAST MARGINAL WAY CORPORATE PARK B J \ DEVELOPMENTAL CENTER APPROVED ACCESS RD 599 TUKWILA OATS 900 EXIT 157 - Tu 7. 7 FROM KENT & AUBURN EXIT ) 10 157 NO SCALE RENSMN I I RR" RIRPLA\F S - SH A 4PYRD B AS I- I \S V B -EI \G iEVELIP 9725 EAST vARGI\ SEATTLE, WASHI\ AREA MAP BLDG. ADDRESS: 9725 E. v1ARGINAL WAY S SEATTLE, WA. 7 -142 BUILDING LOCATION - PROJECT SITE NO SCALE BY APPROVED DATE BOE /A/L:• FACILITIES DEPARTMENT tn:: w. ...t :i•.....• .:,:.w..tcFia?+«.'ti :,. ac.,:......�... ['Ft-gill 7[fir 11 11 i11 TIEi7 II I]IIII f llf 111 I(1111 Ill I 1 II(II 111 Il f Fh' f Ill (�I Ijl I'j1 �1'i Il i( i�lll T T ►, I ;� III] . I I1 L . _ I .. � .1 lr �. 11 1 ,.. 1 I _ �. L 1 .. 1 . 1 . _� 1 . � . I , ,.� ... O o TH(1NCH • 1 2 3 4 5 6 7 8, FLEXIBLE RULER •302AWuvNH.H.— CHECK BOX v O ez BL ca 9z ez Vz , az a a 1z 0E 61 81 91 91 VI CI Z1 11 OE I E I1 1111! 11111111111111111111111111111111111I1111 IIII1111111111111II1111111111111111 !!MITI I I I III III11111I11111111111111111111111I I111IIIIIII I I II111111111IIIIIU111111111 !1IU1111111111III111111 \TAL CE \TER /1L WAY SUTH T_\ 981C8 GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION, NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORK E7 BRIEF PROJECT NARRATIVE INSTAILATION OF (8) 12' HIGH x 10' WIDE AND (4) 18' HIGH x 10' WIDE BLAST FENCES RELOCATED FROM MOSES LAKE, WASHINGTON. El THESE DRAWINGS CONFORM TO THE 1988 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CIT'f OF TUKWILA ZONING. ❑ COMPLETE BUILDING FLOOR PI.AN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. O ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U B.C. TABLE 33 -A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ❑ 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS ❑ 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS AUBURN, WA. 98002 O EVERETT, WA. 98201 KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 ® SEATTLE, WA. 98124 PROJECT CHECKLIST ACCEPTABIUTY MIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY MERSON CHECKED 1 \ 1 \ W • \i -WRCW CHECKED \l APPROVED APPHfl>e( ( 't�f DEPT, DATE 'S IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION 1YPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED RE:OUIREI,ILN I5 FIRE PROTECTION SEISMIC ZONE DESIGN LOADS: ROOF - SNOW ROOF - LIVE FLOOR - OFFICE (LIVE) FLOOR - DEAD FLOOR - MECHANIC /,L & STORAGE. FLOOR - STAIRS AND CORRIDORS WIND LOADING Y ?5/91 I \ 7 -22 -9I 1 11 7.22.9 SuOTITT.E E3LDG. 7- 142YARD CODE SUMMARY PROJECT TITLE LA R DE, WASHINGTON S PER CITY OF TUKWILA TUKWILA OVED Y LAST REVSION 5Yl10OL SHE(1 Al DATE OF JOB NO. 910177 DWG NO. 7-- 142 - -A1 TITLE SHEET ALL TUKWLA 1988 UBC, WASHINGTON STATE ENERGY C SIATE BARRIER FREE CODE AND ADDITION BARRIER FREE 3 , CITY OF APPR AUG BUILDIN Date o Permit No FILE COP I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans ac wl ged. RECEIVED CITY OF TI IKWI .1111.2 6 1 PERMITCENTE D.C. 4 ACCEPTABILITY THIS DESIGN AND1OR SPECIFICATION IS APPROVED R gy , p V .3 i _SUBTITLE BLAST FENcE - _.51 WORK LAST REVISION 'SYMBOL DATE CHECKE - 1••• q I SHEET S 1 OF APPROVED BY ' DEPT. DATE rj3p P - 7- ‘i i TITLE STRUCTURAL MASTER BLDG. 7-142. . . .YA IA 0 . . PC CHECKE JOB NO €:1'10177-04, APPROVE% '1-9 • %.": v" I:: Fir ' !a 7 4 . : 1 1 • , I ' , 11' / ' •• ' 1 • , • . • 0000,..4016.ne v, .7'03 = iv: L3JUWPO$T 44: 11 1 6= t . 0 • • ■ R.ELCILATEP CRESAL...S.H.ELI 11 / . n IT SYM t • • REVIPCM 7- 42 APPROVED ‘ ,14 VIM .1. ., . C9A1K7LaliI14:.:PAACt..S 7`,'T 64;17EN StO F..1 WIRE 7-- I.- o*.: : DATE :e 4 • Pawl :.BAsResEP. Vrt . Vet) Ds •roi:?..w.ki_k; . • .." rai 04. 13 RAGE- . RAIL-AT , - ir.. - Wo•;12.:Lams..eo.c.r.C.Atoe,c, 1 2,sNri, DI EN11,705 R.NE,R: .k. r LI" PL) 7 5 ' - : .-...41 14 ...: l'e CON G.; FT GI 4 • / ..v x. 1 gr... Agi P 4, PAW ti41:72... - 1 C> • o .40 1 A"cios t 2 "Ae IMTI . :wt ATP,. HO' 'REX tor 1 Loc. K WAI14: Att- 1 1 1 .440r ,T),I.P. &A.% 1 LEXIiT; 'TA 'POLO 7A - L0' )4.1(4Tml.4NTH 5 I I 11, 0 1 I. I': 4E Cr. .0•F **E1.1CM 5 HOWN 2 s" ' O AUBURN, WA. 98002 • EVERETT, WA. 98201 . HDE7A' 0 KENT, WA. 98031 FACILITIES DEPARTMENT 1 - 'pimp"! 'fillip]] 1 !Nip 2 3 4 5 p t • 6 7 8,, X FLEXIBLE RULER -302 AW•alam•uv- 1, . e 6Z ed LZ 9Z GE 1 7Z CZ ZZ IZ OZ 61 Ell LA 91 GI 'A C1 11111111111111111111111111111111111111111111111111 , 11111111111111 J 111 1 1 1 111111 1 11 11 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1 11111111111111111111 O PORTLAND, OK 97220 0 RENTON, WA. 98055 o SEATTLE, WA. 98 .AT ixf FC.NCE pROVIPE A STVI A'36, - h4P I D • •Rti p vJ/14ILTI* i4VA C3O14P CAPSULES F'E.R. INSTR, Aoe 5ec A - o o 5 /e" - - : s - c) - IlO REF. s acr, A ON DW6. 11'1-000-1079 S?.. 4 )1 LAPS. eLs",( I-41P 5FAN5 GLgo <>I s E. C. I 0 NJ F.F. PARTIAL E.LEN, 11 -se.. amsTINJG Fa0c.E. 1 . /5... 11. . 0 X. I. I , .0.:... C. 5 A 5 TI4 A ''' 0 • v4/51 F1- P. 14EX \,1.u . - LoCK . WA.1-4, (ALL 1-1,2.C1) ...........x. i+o.1...e..5,.. - MA Y TO . I 6 7140 4 ' 0 . ... # 5- 0 7 6 MAX; '51 WA V 1:1Or 10V A5 mAy, 5 SP. I ' . IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT F7 1 (ALT. BAK5 I a UNIFORM Purunk6 CODE - 1988 EDITION D .A4 .ie-83 BLDCODE REQ. /RE/NF.CONC. ,)ISC MANUAL OF STEEL CONST. - 8th ED. - , pisIONCRITERIA ' A. WIND LOAD ZOO psf . . • SOILS & 05UNDATION DATA A.. )I*TENb,ALL FOOTINGS TO FIRM BEARIRGjQN ORIGINAL UNDISTURBED SOIL. FOOTINGS HAVE BEEN DESIGNED FOR 1;000 OSF ' , ALLOWABLE PRESSURE. REINFORCED CONCRETE' • : A. MINIMUM f !C. t42. (*Psi, at 28 days, Mth 5 of cement per cubic .0c1 con 111: ':SOECAI1 REQUIRED PER Ube SECTION 306 (e),1. & - , C. • REINFORCING STEEL SHALL BE' DEFORMED BILLET STEEL CONFOHIIXNG.T�ASTM A615 GRADE 60. STROCTURAL STEEL ' • . A , , ' + 4v; ALL BOLTS SHALL BE ASTM A007 UNLESS • OTHERWISE NOTED: INSTALLATION . SHALL BE IN ACCORDANCE WITH .'ASTA. SPECITIOt*.. TIONS. GpoOT. SHALL BE NON-SHRINK EMBECO 005:' • ' 'HY MASTER. BUILDERS OR OTHER APPROVED EQUAL. CHAIN: LINK' FENCING , * • ' A. sTiLL TYPE 1 POSTS SHISI BE ' ASTM A500 SCHED 40 GALV: STEEL' pIPE. B TENSION BARS ASTM. A36 GALV. STEEL. ' k" x3/0" MIN. DIMENSIONS ' C. HARDWARE SHALL BE HEAVY DUTY INDUS- • . TRIAL PER BOEING STANDARDS. . . RECEIVED CITY OF TI IKWILA JUL 2 6 19I PERMIT CENTER CODE REQ. CITY OF TUKWILA APPROVED Al14 :1A99_I I ON BUI 8 1, 0 0 , 4t1 • t I•vtlatt. 1461,ra-7,4'o zr..4t..14/4.4 •