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HomeMy WebLinkAboutPermit 5841 - Boeing #7-077 - Storage RacksQ BUILDIN',a rtriMI1. (POST WITH INSPLG I ION CARD AND PLANS IN A CONS:':C000S LOCATION) CITY OF TL,1(WILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 BUILDING PERMIT NO. .5%41 DATE ISSUED: <&-sci FEES DESC - I' •1 '•i1 iaidUlt A BUILDING PERMIT FEE :. MOM a -•"6- a PLAN CHECK FEE BUILDING SURCHARGE 4.51 11 — ENERGY SURCHARGE WA. ST. CONTRACTOR'S LICENSE # NORTHS *15307 OTHER: 11 t1ramram TOTAL - 18.36 PLAN CHECK #89 -353 PROM CE lNFORti1ATIOr 5924 S 180 UI PROJECT NAME/TENANT ASSESSOR ACCOUNT e Boein (Building 7.077) 352304 -9105 TYPE OF 0 New Building Addition U Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other 3,625. QQ DESCRIBE WORK TO BE DONE: Additional racks to be installed. PROPERTY OWNER geeing PHONE 624 -4494 1 hereby certify hat I have read and ex ivied this permit and know the same to be true and correct. All provisions ADDRESS 1325 Fourth Avenue, Suite 1940, Seattle, WA ZIP 98101 -2510 CONTRACTOR Northern Steel Material Handling & Storage Prod,PHONE 5 5 -1671 / ADDRESS 600 Andover Park East, Tukwila, WA (ZIP 95188 . / WA. ST. CONTRACTOR'S LICENSE # NORTHS *15307 EXP. DATE 7/90 ARCHITECT BE & C Engineers PHONE 3 3 -2831 SQUARE FEET ADDRESS 14675 Interurban Avenue South, Tukwila_ WA ZIP 981641 OCC. LOAD TYPE OF CRONSTRtUACTION: UBC EDITION (year) SP SETBACKS: N — S — E 1 hereby certify hat I have read and ex ivied this permit and know the same to be true and correct. All provisions CODE: COMPLIANCE- UTILITY PERMITS REQUIRE D ?O Yes ®N o ( rough Public Works) ZONING: BAR /LAND USE CONDITIONSoyes ®No USE ••4 / / . / / 1 FLOOR 1 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CRONSTRtUACTION: UBC EDITION (year) SP SETBACKS: N — S — E 1 hereby certify hat I have read and ex ivied this permit and know the same to be true and correct. All provisions FIRE PROTECTION: Q Sprinklers Detectors O N/A UTILITY PERMITS REQUIRE D ?O Yes ®N o ( rough Public Works) ZONING: BAR /LAND USE CONDITIONSoyes ®No DATE: /2 `c 'e7 PRINT NAME: /5-/-1/ 4- 4-/i STiei+All-, CONDITIONS (other than those noted on or attached to permit/plans): APPHOVED FOR / BUILDING ISSUANCE BY: ,1,GGCG, if ' jy �, OFFICIAL DATE: /, _ T- ?? 1 hereby certify hat I have read and ex ivied 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 or work. I am authorized to sign for and obtain this building permit. SIGNATURE: ..,K(5 ' DATE: /2 `c 'e7 PRINT NAME: /5-/-1/ 4- 4-/i STiei+All-, COMPANY: "30,67"✓c7 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. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: rsUILUI111u r =1'ifile11 \--/ (POST WITH INSPE�` ION CARD AND PLANS IN A CONSPILUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) .433 -1849 BUILDING PERMIT NO. DATE ISSUED: 5(1-1 1 la cj "Si FEES D SCRIP 1 A N RCPT C ( / cAP DATE BUILDING PERMIT FEE 13 _RA 1-%-1.11._ ZIP _98188 1 7190 PLAN CHECK FEE 4.50 BUILDING SURCHARGE ENERGY SURCHARGE OTHER: a ©DRESS 14675 Interurban Avenue South Tu t' '1, ,. OCC. •:.• SQUARE OCC. •.:• TOTAL - ,- 18.36 TOTAL .!L RE FEET , PLAN CHECK #89 -3 3 SI '.eR SS 5924 S 180 SUI PROJECT NAMEJTENANT goei n gui l TYPE OF New Building Addition WORK: Rack Storage 0 Reroof DESCRIBE WORK TO DE DONE: VALU 0 •NSTRUC ON - $ d 1 077) ASSESSOR ACCOUNT # 3523 LJ Tenant Improvement (commercial) Li Demolition (building) 0 Remodel (residential) 0 Other: 3 ,625y00 04 -9105 Li Grading/Fill Additional racks to be installed. PROPERTY OWNER Boeing PHONE 624 -4494 ADDRESS 1325 Fourth Avenue, Suite 1940, Seattle s WA EXP. DATE ZIP 98101 -2510 75-1671 CONTRACTOR Northern Steel Material Handling & Storage Prod.PHONE ADDRESS 600 Andover Park East, Tukwila, WA ZIP _98188 1 7190 NA. ST. CONTRACTOR'S LICENSE # NORTHS *15307 ARCHITECT BE & C Engineers PHONE 3.3 -7 ZIP •: .: a ©DRESS 14675 Interurban Avenue South Tu t' '1, ,. ,. 'SE i,.;4, ! / COD,E'.. C'OMPLIANCE . / ONING: BAR /LAND USE CONDITIONSEyes ®No / i DATE: /2 "6' -87 r<' cc r SQUARE OCC. !._• SQUARE FEET OCC. SWAR{E OCC. •:.• SQUARE OCC. •.:• SQUARE OCC. LOAD TOTAL .!L RE FEET TOTAL. OCC .IRAQ q.a a . 1-tti OTAL YPE OF CONSTRUCTION: UBC EDITION (year) RaC k Storage 8i" SETBACKS: N — a- E -- UTILITY PERMITS REQUIRED ?Oyes ®No .�. W -- (PublcWor1.$) IRE PROTECTION:JSprinklers t Detectors 0 N/A ONING: BAR /LAND USE CONDITIONSEyes ®No ONDITIONS (other than those noted on or attached to permit/plans): DATE: /2 "6' -87 RINT NAME: /x /1/4- X.1, S77zsr-Aita COMPANY: 8O(/J? 'NHOVED FOR SUANCE BY: BUILDING 1 ,-Gc ' *'', .J /L ' , OFFICIAL thaf I have read and exat mod this permit and know the same ordinances governing this work will be complied with, whether specified does not presume to give authority to violate or cancel the provisions or the performance or work. I am authorized to sign DATE: l2 .- 5- 4 to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certify of law and this permit regulating construction IGNATURE: ,— , . DATE: /2 "6' -87 RINT NAME: /x /1/4- X.1, S77zsr-Aita COMPANY: 8O(/J? 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. _RTIFICATE OF _ , I ., DATE ISSUED: CCUPANCY NO. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)' 433-1849 Type of Inspection 41,041CLKOOP, Site Address 5c7,2q Igo .31. Project sigoe_1.7 Requestor Dertni cuAktt. Special Instructions JftL iat »Q1_ kLei-voao.A/ /-; 3: p. ry INSPECTION RECORD PERMIT # Lil Date /Ci 0 Date Wanted 1/3/ /q0 a.m. p.M Phone # Inspection Results/Comments: /116. 411110111MINMMIP,AIS Inspector Date Plan Check #89 -353s Boeing 5924 S 180 THE FOLLOWING COMMENTS APPLY T COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ ..1`? 4I___. 1. No changes will be made to the plans.unless approved by the Tukwila Building Division. 2. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 3. 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. BUILDtNG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 I SITE ADDRESS: BUILDING PERMIT NO. DATE ISSUED: SUITE NO.: PROJECT: 5924 S 180 Boeing (Building 7.077) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE " X" REQUIRED INSPECTIONS PHONE DATE APPROVED AP INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 17 BUILDING FINAL 433 -1849 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 ft 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 — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. aizS/so G PI,.AN CHECK NUMBER "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney 7 Framing 8 insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL x{17 BUILDING FINAL PROJECT: k-Ceimi THE FOLLOWING COMMENTS APPLY TO AN0 ECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER L 1 No changes will be made to the plans unless approved by -t-e- 1-' Ar- ch+t*rt--and-the Tukwila Building Division, O2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be tnspect•ed by that agency, including all gas piping (296 - 4732). OElectrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (B72- 6363), OAll mechanical work shall be under separate permit through the City of Tukwila, O5 All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. OWhen 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). OAll structural welding to be done by W.A.B.O, certified welder and special inspected (Sec. 306, UBC). OAll 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) fest in length. OReadily accessible access to roof mounted equipment is required. 13 Enginsereed 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. OAny exposed insulations backing material to have Plane Spread Rating of 25 or lass, and material shall bear identification showing the fire performance rating thereof. O9ubgrade preparation including drainage, excavation, compaction, and 4111 requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). OA statement frog the roofing contractor verifying fire retardancy of rook will be required prior to final inspection (see attached ,procedure). 0 All construction to bo done in conformance with approved plans and requirements of the Uniform Building_ Code (1199- Ed-ition4- ,4'UnTs•. ,.11 r. 1%442:44- Ead- t#4iB_ 11L-ti Mi'shfiat -on= -/tat• shill C - Ctdei+tf9'F= Edition), •-- and— Washington_..Stam_Rigulat .tons_._ -for--- iarrter- --Free- `F-aai- l- 4t -y- -f i•9 /1 -E d itiroM- ----- 1/ All food preparation establishments oust have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be lade by calling King County Health Department, 216 -47117, 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 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. ONotify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for speci41 inspection. 2l 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 A f structural masonry shall be special inspected per U.I.C. action 306 (a) 7. Validit y of Permit. The issuance of a permit or approval of plans, r , ons 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. City f i ukwi y la FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor December 5, 1989 Fire Department Review Control #89 -353 (513) Re: Boeing - 5924 South 180th, Tukwila, WA Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. These plans indicate the need for a high piled storage permit. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) City y S-T iaukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File wb TO: PROM: DATIL SUSJUCT: Cit, of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary L. VanOusen, Mayor . MEMORANDUM f3o-p ' ric cUt -353 Shea 1 it Fx.fd-c5 Nov-ernb2v G, (RV Rfi�K �r 0.e 113. S x- 10 --- I,`3 S (.p 11 %alp I vD 13 ,S(0 (10 /T2.MEMO) BE &C ENGINEERS STRUCTURAL CALCULATIONS FOR PALLET RACKS AT BUILDING 7 -077 OCTOBER 21, 1988 OAPPAVO-ta 40t, pitUcCXQ 6u C Prepared By: ✓ BE &C ENGINEERS r i P.O. Box 3707 C1 `' Seattle, Washington 98124 -2207 CITY OF TUKWILA APPROVED' Document Number: 326- 88011 -CALC Engineered: K. Birdied. P. E. Checked: LAi Approved: CITY OF TUKWILA APPROVED ►:o' 1988 B LD N DIVISION fl W. E. Moor, P.E., S.E. /f�1fGY,f -40.,P P.W. Kosteniuk, P.E., S.E. 4 OCT 2! 1908 D F . 1989' B !DING DIVISION #or�'ecrsTE.e f FSS /0NAL IJ/�fDEk BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: PROJECT SL1 7-077 'A���7 I�AGK-S JOB NO. FIG. BY 3 /2CM6g CHECKED BY �' �`�'"' DATE 4'/ /'83 SHEET OFJ :3-,H66-1" vAte. 1 I 4 -I1 -e8 1 ot= c/ 6 4 -6-88 4- Of' ( 4 -8-88 of c .& 76sarzi -r1oN SK6-1e-H O niPo,u Mr , 'DE SIG/ Cgi, RIA, bey /G JAI LOA,17S LON&ITUt7INAL rK4 »11 = LOAD /N6. iod .` t4STrze56.5 Ta4nnV6R56 'fZA » »// 1.OADIN6 4 5-nz r *E 5 ArPEM171X A : 1;5516 A4 CR17eg1A A r 4 -5 -e pALLeT izilCK MFGZ M /PD Apt' cl 6 11 # u # If AS of 6 N KWIk scvr M'1 INFO A& Or 6 cHA*NNE1- ?ROPERT`t c- A1-CULA-rIc &5 A??6,VD I X ; '' PLANE petun ✓ " COMPCITER M ALYS/5 51 of 10 + -6,-65 -rR.,4/0. 162 FgA nIE % PviTA $7. of lb ,. ./ 1 /i 530 1b 1- -8-8f3 a " ' INPUT VAT14 E 4 of 10 1- -5'88 ,. u 1 all-Pal 65 cr lb 4-8-eG // " X.23771 REV. 7/86 J . \_ 11<6-_--r 0-79 of CoMpoN6Arr5 BE&C ENGINEERS PROJECT I LC;(i 7-0 7 % ?A1 Li"7' lace -5 JOB NO ,� / FIG. BY �' :�i He CHECKED BY \-‘)Cv1r -`-- DATE 1--25-6 SHEET OF.L M7-\xif tM 51-1ELF LOAD 2 Ilo P.O. Box 24346 Seattle, Washington 98124-0346 Mail Stop: Pe 1027 < /0'_r, I i T I NTERU4ie 10-Z610)7YP. e- -12 N crol 11'32, re-COLUMN i ir, 1:: 1 1 ger," 1 1 /0-/.0 1.>l<1 /pe-tit , FRONT E[ A-770AI. IF 32 (MIT 1F32 COLUMN UNIT Ef E L EEVPtri 0 A nf,,, „oe • 3 1M5e f?. 1kpe2-,V2» A$, m it,/ Y2 FM6EPMENT ,I z9" 2-q'` 6/1 fi 1F-32 eOL t. MN LNIT 7� ,7- esrC7N VA TA BE &C ENGINEERS P.O. Box 24346 Seattle, Washington 98124.0346 PROJECT tttX6 7417 PAG1,� r 1'PGrS FIG. BY K. 1/2-(.1116g. CHECKED BY Mail Stop: JOB NO a -F* I ,.% DATE 4-5 -65 SCO1'E LSR LA'?ou-r sr-11 Ff'`i, 4- ei4Lr � ^A 'RkGK5 SHEWES FDA 610 /2'O. 77I "1�EPJcG`! 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Box 24346 Seattle, Washington 98124 -0346 Mail Stop: JOB NO gaPE /41-7 DATE 4 -6-6,3 SHEET Z OF LATERAL, TOP' NOgM,4 L SAP OVEP.IGI RAJ /& LOAD X.9.:1771 RPv 7/51a 2s44P ses DAYS /2 FPAI)/1;5 ° ^6/* 2571t' )45/ x3(2 ' it 536T Fg41 343' /FRAiltt 331** ---> 17.4). t, Pt...• 5864 --o• -'r- .777 20.6 PL ?Z•(o l-'l.F 7777 1243* f. v: ILON6rraP/NAL PRAri16 C-04 /i c cur 4114i2 `t PROJECT', 7 -077 %J/'.�,f lexi,,4,o .= t FIG. BY "419 BE&C ENGINEERS • P.O. Box 24346 Seattle, Washington 98124.0346 Mall Stop: JOB NO 4') t c e?"7 CHECKED BY ” DATE 4u"ar5 W,UG� / i U D /NAB F 4/16 0116R-7'7-IPA AV 1 71. t LATER = Ng? 117 I.1 ;4- 1431 :;t {j2t�,8r22.��10 8/ 71_ rrr T 62 Pr 567 I 1 !-* P /15 - P/s Pa= 5P, ^l4q X181 )12 -t{71;(01, IOP,I. ::Oj 15°4` =u .� LaAp - - PORTAL METHOD LATE(zA L LOATH 15 Iz 13u710N 446. lqo A47.= lqf 357 4P 3e Vs: 33 a' r- Vs' --� -� icii *413,53' IN MtL °s7+' 41 15� i1 +38/ ix z7/"" 0 M, 67+/ . 123 Mt / 1r '5016' M12.- 574,# 4 V, j/s = //VJ I3SS'It 1.1. -I x' 9 f V15 1541 V022.560` (rf1� =7671.0 S „0 y,3= 1/50 -0 I# 6 0 '1 - SHEET 3 OF Vet 12-5 -153 "Piss T O 1 4 153 J * 69,5 c3,5X3;140.514. 380P127# 3 127X3 n 35/' 191 /5=6;i5,2.4" j 361-1101-x. lel 0 °r ; (7\ P0/5--1- 3e' ; (38H 4- 127,8 eD 1278x3= 38#4-1 F' , g1 +3&6Y3 + 255,7 #; 5 ,7x35767,1/# 5 ICI 1 + '35'3:-. 574 / lt ; 574/5- 413 '114, O j 767. f -574 7¢ r ' /; 574/..-5.4 1f 8 Se VG > 5172. Vs *S,�,= 38-$115= 153 9 519= V6-\11=-0 1514. Vr3"VeS,6.0 ADD G RA v I Dj LOA17• (1v/ ?I A)5 @ gnse A s FOL t-OWWS C. ' 5107z_g 15415 M_= Is/ 01 m. 15/014F =15010 v=im vx &a V+ &a+ 5= G-4¢ 5=124844' 9:124?.* i S ME D1s1Tn,18 ftS OVV T6112N11Ik, feA 1 L A 5 V_fl9 1 CIO ti 9 /nn Mr (55 V=G13 S.::ar° T 1217# 1 = /5331 ■ =h 13# 9211' /n= 1331# S= 24F T I217* POR7A1. haDED 1Wty 0/) 6X7 t196/6) 17* • ILL ONG /YZ /D /NAG FI?f9/W 5 -r.1": E E> PROJECT FIG. BY B E&C E NGINEERS P.O. Box 24346 Seattle, Washington 98124-0346 7--07 7 f CHECKED BY �ONC I"'GP //UAL Fig ,4M /1 i✓ NET LOAD: PpRYAL -F 2AI1 i TY V- to 1-2- v =69'Z Mail Stop: JOB NO 38P 1.?7 V:6 DATE 4.8-&g 1i1 =170/ 5=60 - V / -72$ V -12: hittmi s=1 m=' 70/ V=74 1/1=-107 1r1 4; - 72 / /zXI,”)= 1-7/ ,0/ Fj: .O,1 -F1 oK ,531.4':1,03'\ /'.0L6114/V f�.l�h= (!�� ?(,I'z E5/ n1 - A(1,= 2-1-V/ 607 4007 • / I 4,4 4D7/290 a O l78 s o t C ' ti w c 110 C„ = 0,09 y I x ff',)( t2 / = (ZII k 5?,, z3 _ ,1 a„ ( qb (7) 7 5 ,5I '1)41.3 :--(6}()1,s5= 31170 , 1, JrI7C.�t' (6.85'(1 7r /7E,* 0,5-17= o,1 Z3 C 110 O . (r /II /c 01,LI CON(1)5C - /CIJ At,{,auk L6 1410 10 kir l l o .C-1.1,1) A C ru A C-1 2-U %a Ixli'i ; Ili' f5/J1 i ;'': 'E/V7 = 21074kb GO (20f �(21b7i'~ hyb 1 /ot, OK, SHEET 44-OF 6 e �1�'r ��rz 17-r-Aosv6a5s rgAms L.04pot'& i" AAMLY56 c BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124-0346 Mail Stop: PROJECT j Y 1-077 '% %f JOB NO. 05 Pe /r2 % C /� FIG. BY CHECKED BY �f�.^ DATE 4 g'g ' SHEET? OF.Y! —rie/ fifiL 05e Fg4r7 >6 A I'F ,M /X Fog H I17eg AN/11,y51 i N7' t-o'c v6 4z."r(4 R I,l Jd ;'C-, rU `G LOAD (Aw „',) 1012- 0/2- Ia12 i Ibizo Ir + 20 IV Z7 , > < � vio c„9T< > < j e6 d# ^181 Esc, '1' 10/o v n '22-:61 .1, FP i M.2DI lid g4t2•l 1/ 1a 1q40 Ir339 2'2690 qzo 66Am 4 DIA oAkei s \''E LY L171L5 MOMepr by AN'r meivec5 Aoxiin/io conlpicEsslavd *15 : 15-6v 16 ;.J /o PIA Kj /r =(1,2-)(4,5-2x1)/, ez oz /g k1,53.1 Is/ 90ti - F e 1 5 7 , 0 4- i ) s r - Con = (3, 6- 44- 0U'z» o4- C_�,- 7t - 1325 f2i1i.*)/( 7/1 -v07/ z6L.1.i .S i . I7-11e L o= 0 61112`/.0797 = 15c& p,11- ...111 !zoo9° T-&i/e411 xa e Iz18; T�i15 1S A 1.; €4y L060 GOt177 /i1J6 1.6'1/1_ /{i64-Ds /igg A(,50 o . C107, /o!U - peei1r,+5e pie To LDik16', dourl1> N) , Y_�J7'f77 GC\/ 7 /0Q C. -rRAN5V6P -SE rglci 116 A /f/11- t5ISeioNT Fi.cf2g- P A 5! /u //,/ 4/y PROJECT 44 7.-677 .IJGr /e,g,d...v FIG. BY i E &C ENGINEERS P.O. Box 24346 Seattle, Washington 98124 -0346 Mail Stop: JOB NO 4o2 7 CHECKED BY '�"''� DATE 1+—g-250 SHEET.l2 OF 7 R tqA)5IJ . F1'Ai» - ec/J1 N/E7, eoLUMN, MAX. GOAD @3 (iNeL. LA)6irWW) V=60 2 S- 55160*, M- lb 2`(r,5x12►, 215 ° G2,1 F Ill p - 1 2544° 53,60j6o75- ??85-to 1's. .p,,/ .j 0, 48 _ ent,-* ("4.9-(12.000), tt P = 1.193)006/0.2,r,,2-- 5672-3 0 a-r.5, 4 5/501 p sc Ieilz)/o,('81 s 3278 (k 5,_F(o, 't.7 ?' '' _ G� 3981, 050 = 0,5v =to ors, f 7lz FLATS ;Assume. 6365771)G - •`-'1/ .v1// r' /f rk , LOA Z.g -34- I s t -76,7 .4 lb �i000p4L / \`— _ �1 2 Teu5I0N r /270 SNEel.h MAX ►111m101 _ /at4,t2 - 5OOlh < 1970 /G .7/i , �(2. --1 ri'('!v6/Vr= (1(77,(.17-)- cf 01 -.101 V2 v A,?, &DOD roe- (zGS-Y') = 1(A1( »/) N6 T : 16,4-4o/ -04 = 1.8 A.avve F5, 5Y 391,7 1)1F6if -i nt� uE A g ►k; iv/A - NV5 •'�` SUiminARI' BASIC, L IV 5 BOND 2GZ0 /b75//6,P L, I- ruputml, fzM/ 5e AM ,'fi, (sfo J-t (5-0,10 LW IT7EP 0e. 41N • 67.0 LOA 6t' /1108 5074, 4' TRAM 0612. -6 g;1I,fl6 AI-L- 1,AE ape PI; 40`7v 4:oAx.72 Ft,Gb!- e I.4 /4 3574, LOAD I1/ LOAD To 75% WITH ANA 1,40760 7u /VDT' GO (l E It?. O(rr ;:i10#26 C E AM/ S X -23771 REV. 7/RE �r 6/g // N 5/L 91T G/G 00 1• rl 1 •r1 RRY.1 /14/81_ -06,1;61 t- ?ALL6i R`iCKS 38PEIo 7 - 081gc'rela 4 -s -08 1 010 04 O �pp wi+.ias M pp op ►s "I K 4 ,fl r1 N M en My" la 00 0;101 Ili .. 8 w•1 ..• N •.••• N obi •••• e•1 0 G 0•• • 0". - - 42N1e•1 N 1-1 o:1 P. i fil : • MC ml � 1 0.7447 in 000� P. 00•.4 . N O 0.3585 3.10 O O O - L0.3881.1 •S01 r •0 O O M 1 K it - i 1.2932 1 1.6375 ill �O •.j 0 r1 1 2.3427 1 1 - I 1.2659 L1.42451 ^1. • O • O in • O 00 . O r• ti 1+1 a '0.7426 1 1.2779 1.7259 ap re 00000..4 00 •1 in N 00 101% 00 - O '.0 il 14 1 1.24401 1.294 4+ CO •-1 • Y gel ••• 2.0293 .••1 N 2.6931 3.1457 1 fit M MIn 01 r1 X3.9804 1 ri 0:1 t•1 4.1868 4.3829 o to Cri •0' Ni en ell V1 2 1111 ' - - O t 64 E % b M1 W 1 O G O - VS 0- ii Ol�000_ N ti, M N 14 N ei1 •if '1 N 11 9.1 eh J 1 �• a 4 z 2 -3/4 A-lin : 2 -3/6 I 1 i r N1 N •It _ - 41 PI N X :D WI •n r1 N ••1 N O et •ein 0 0000 N Mi 0htD •4 1•4 eft. 0 .•• a000r 0 0 a e A ►/G '5.LI,C1 1( •7 PA Lt. -1.• 'TIcKfs, /g.ctieg. 1—E-08 a637,6 /12/6, DDI .FAB INDUSTRI/ ' LODI, CALIFORNIA 5UBSIDIARY•OF INTERLAKE d0 C /A/G ' . CO. +S%A/C/o. o ■E /S/VI/C DATE DRAWING PAtl.ET : ie'i9C4 F 9 -77 rncrnncu oT sP1 ti. L1 Nt --- jP4O.J REVISIONS i sY it • • 1.• •I• • • • • • • • • • e ■•••■ •• • • • •• • 1 . • • • . A 376' • : • • ••• • i . . a -.. • . •. . ::�_.' •JoESl66.t__•ce /r"E.�t.4_ •.. ••i•.••.. • • • •• . • L • ! , • . 6 . . . .,_ ••_ . • ...... !. MS*. i • : . . TiY /S OES /G// iJ d9SE0 : GI/OP / 77/Z • PE441/0EiHE' �/T- s ...• : ' ▪ : • • • :' _..: :: L.. •T• / /974 — ED /7704/ • OF. TJ'Y.E • •Glut/ /Fd�eAl Q!/ /t../ /0 • J .• -• • •. - •...• .. •.. •. • • . • • i ••. • ••. •. • • • . • . 1 • . - . • • . • • • • : . . • • _ . - . � . _ -CpQE:_-deY__-de." _- ,1/.T. E.e∎/4 77ONALc:...- - =- - • . • .• • • • - : _; : :: 1 COA/AW -E' A/C3 OF QL/ /LO /A/G ; OFF /C/44S. ..: /96 Sr-- ;Ce0 /7"/ DA/ OF .r10EC /F /CA T/p•/ FQ.[' /WE' • i .:.. OES /G t/ .:OF.. , a:1. 4D , 4eMEO .r74 E L_ . • • . 1.... BES /Er1o! Lf4iT 2 //JATE.e/.9L adize_ 7-7- F_S ' • _ _ ....._ ST.e L/C7-440.44 Jti1E.fildE.eS • TY /444 e /LAit/ i -- " : • /.f'O.c/ ■90t/40 .S'7'EE i_ . ' /A/sr./7-4/7-E. 3) Se i/e4/77' EC/ Tax./ . ate A-0.414/4 /424 • . :t T.r -L '- Z w.s7".euc - /O.i7 ex... .1it1.40:Z %C.¢ic/ .. • • . /A/J T. / 7" L/7-- .. • cm- • ‘..s77•4-474 : rc% 77 LILT /Oic% is •• /. / f�AS /C SAFETY SAC TD.p ' • i - ...... . ; - • cc: 4/#41A - /.9s 04/ .. Ye/10 • - C ©c mew/vs - Y /Et O J71°4-A/4 TH • ' . -' 1f0, 000 ,-/ - • .• . _ s._..... • BE/4MS — Y /EL. O .TT.PEA/ 7'/ • ' . .4(4000 Ar/ . " iN!/SCEL 4 40-'4'044S- YWEL 0 t/6.7/YY .33d OL70 A/ 4` .__..r. • BBL T3 STiy i9'.ID 7' OE " 'EQ C/AL" - • • ,1. .. RE, 4/4Y sec. d• /. 2.2 - CD A/4/41.10 F4.eCE.s' : • 1 : . A•PEA1BE•eS Seed,/ ECTWO TD • ' • D.L. t 1. L • , SE /S*I/C 44E AL 4 Oki A • • . . 8.115% av ST.eE SS. • •. • • - • i g/. !O 4+4,- M.q.I'. . D464 - 9X. . osa - C,,^ .. COU /1/11L.44EA/T 7D . ASTivJ -,9570 G.PO. O VFW /!STM -A1370 - GED. C Qe Be7"r'E.e Lai FI;_B • INDUSTRIES ,ODI. CsaaiioronA . • LTD. /3RACkFT FOB _►. • -- •• - -.;•- _.._._.__•• -. • -..• r • _ •�__._....:es STD.734/O P/N BKT. 411OW. MOM. • CALCS. •41/ SEISM /4. 61011s .1 • - =• ././1-%1L Al; t bHEET NO DATE: DWG. NO. 3 -27 -73 ,q4 /&. :. ; (s 4 2) • • 1 ,. LF3TI. 1B75 COL. BEARING AREA = 2 six sit • . .. •_.D22; TA • . .... b A !ALL w.•P„= -:`�'` :LF35Ah. . • •N.• . 4,9,67fr...:( k�. J. ... • 1 A _ FORCE DIAG. • 1 .42.lrrgoa 4(• 07.1:09) T/V /T /AL BEA 1,654 • F.! /Lt'.eE • rCr ALLOW. P4:=(2.4(40,0440(40.0 LFJ5 -Cot. = 3, 8!$ !Is f?NAG 13EA,eav; 3 75. $ s •' CHECK ALLnw. SH _,4iZ P IN . .. . _. _.... _ s . .09 . — =o . • ' i _ • i • 1• 1 A •,:• y C . 2135 (,0 73) — . ZO! l (.1-73.-.:0325 • • 1'_ MID Y(.0369 — .0283) 1 .. 1 • N i ..0 40— A(o043) 1 • ..=Z [lr -c r -h)J w,..0254 4 • ALLOW .P — WEJ12 .41, As . ...__ _ :. - - - - -: '. _. Doti (.0854) S, 879 T SlEAZ _ _ .. • ? q2 .; • • •••••..._••••■••._...• • - -- -- - • -- - - i. •. • . .., - . _ • _. • • i- - • • • • • ( • ..: ALL ow -- . MOkmh? .L ruii SEIs .1 c M= P(5) +P,,ii) f,£7$ (5) + 375(1). . • ..7 70. 5 FOR STD. LL- Bias •12434 .Usc W• ITH SEt�l 'u � c M,►g (1.33) F4ItI,2E.Of C 4G rj- Ao .11'63441= .094 r •173 4 or CHORD c •S. zhr -kz 77i = a- tz6•3sl.)(41 D-i ti • = Z (.1004) Z .2.o 1.54.• Q•''sSe a.r.10r3 1- _e . g.l0st -0 am) ' 'Kwik Boit Stud Anc( or System continued 0,6F I -7 4-/575 A 5/i HKB - Kwik -Bolt Allowable Working Loads (Ibs Combined loading — combined loading should be calculated on straight line reaction diagram of pure shear (Fs) and pure tension (FT). based on the interaction equation below. F; applied F. applied Fs allowable F, allowable 1 Super Kwik Bolt Average Allowable Tension & Shear Loads (Ibs) Concrete Strength i 2000 psi 4000 PSI 6000 PSI 4000 psi I 6000 psi Shear Anchor Size Embed. Tension Shear Tension — Shear Tension Shear 1/4 11/0 240 410 - 360 ! 650 440 600 1027 1314 570 410 670 3V4• 650 820 600 2497 21/2 700 410 840 650 840 600 31s 15/8 560 940 590 1280 700 1570 2710 21/2 770 940 970 2648 1280 1110 1570 i 41/2 890 950 1200 3805 1350 1350 1570 V2 21/4 1140 1880 1380 2936 2080 1710 2340 31/2 1750 1880 2360 3337 2080 3300 2340 6 2250 2220 3070 2560 3820 2880 5/e 23/4 1350 2800 1650 5737 2890 1920 3370 9384 4'/2 1750 2800 3000 2890 3620 3370 8884 71/2 2250 3340 4250 l01h" 3860 5250 3860 314 31/4 2040 3310 2540 4280 2710 4530 9934 5 2920 3310 4120 " 4280 4400 4530 9 4000 3800 5870 9390 '8231 10370 I 17276 1 9934• 4620 5900 5250 1 41/2 3500 6840 4000 6720 5120 8030 7 4550 6840 5860 6720 5860 8030 10 4550 6840 5860 8820 5860 9100 1'/4 51/2 4750 9190 5750 8920 7800 11300 8'/2 6270 9960 8850 8920 11100 11770 101h 6700 9980 10220 8920 11100 12400 Combined loading — combined loading should be calculated on straight line reaction diagram of pure shear (Fs) and pure tension (FT). based on the interaction equation below. F; applied F. applied Fs allowable F, allowable 1 Super Kwik Bolt Average Allowable Tension & Shear Loads (Ibs) Concrete Strength i 2000 PSI 4000 PSI 6000 PSI Diameter 'Embedment) Tension Shear Tension Shear Tension Shear Ye" ' 251" 470 — — 898 1027 1281 1331 5/e" 5" ! "- -. 1558 1027 1896 1331 '/r 1 3V4• 4060 1755 2487 2497 2660 3496 2648 4114" 2211 2487 3896 2860 3750 2648 8114" . 2710 2487 3787 2860 3750 2648 $1" 4" i — — 2758 2936 3805 3254 7th" I 4256 2936 5631 3254 y4" 434" — 3337 4654 4822 5115 91h" 5492 4654 7313 5115 81h" 5737 4853 8742 8884 9384 8191 81h" 7208 4853 *2453 8884 13329 8191 l01h" 8708 4853 12440 1 6884 14401 8191 tim" ate" 7243 9390 ! 10875 10370 11087 9934 10$9' 7743 9390 13420 10370 *4989 9934 1314' 9313 9390 '8231 10370 I 17276 1 9934• Actual Concrete Strength • 2000 PSI: 1470 PSI .2042 PSI 4000 PSI: 3420 PSI .4135 PSI 6000 PSI: 6002 PSI 6175 PSI Stainless Steel Kwik -Bolt - Allowable Working Loads (Ibs) Anchor Size 1 Embed. I Depth 3000 P81 Concrete Tension Shan 1/4" ( 1'/s 320 550 3/s" i 144 470 1010 'h" C 2114 970 2290 5/e" 244 1400 3140 3f4" 31/4 2010 4250 1" 1 4'h 4060 6970 11/4" 51/2 7810' 9960' Concrete strength used for 1'14 Dia. n 7400 psi Kwik Bolt Material Specifications Kwik Bolt (Carbon Steel) Kwik Bolt (Stainless Steel) — Stud bolt material is AISI 11 L41 for diameters 1/4" - 1/2" and AISI 1144 for diameters 5 /e" • 11/4". This material meets the chemical requirements for ASTM specification A 106. — Stud bolt material is AISI 304 stainless steel. Kwik Bolt Wedges Kwik Bolt Nuts — The two independent expansion wedges for the carbon steel bolts are manufactured from AISI 1050 spring steel. The expansion wedges on the stainless steel bolts are manufactured from stainless steel. — The Kwik Bolt nLts for both the carbon steel and stainless steel bolts meet the dimensional requirements of ANSI 818.2.2. The carbon steel nuts also conform to the chemical requirements of ASTM A 563. The stain- less steel nuts conform to ASTM F 594. Kwik Bolt Washers — The washers for the carbon steel Kwik Bolts are manufactured from SAE 1005/1020 and zinc plated In accordance with ASTM 8633, FelZnS, type 111. The stainless steel washers are manufactured from AISI 304 stainless steel. Both type washers meet ANSI 18.22.1 (1965) type A plain. Approvals 1. Conforms to the doscrl .tlon in Federal S • ectfication FF- S•325, Grou • II, T • e 4. Class 1 for concrete ex • ansion anchors. 2. UL listed, Control No. 506P. "Pi • e Han • ers" 3/e" • 3/4" diameters ;. International Conference of Buildin Officials ICBO • Research Re 4. Southern Building Code Congress (SBCC): see Re rt No. 8477. rt No. 2156. 5. City of Los Angeles: Report No. 23272. 6. Dade County Florida: Report No. 83.1014.3 7. West Palm Beach Florida: Report No. 82.10 1 Apl*t.)DIX ,LL BERC ENGINEERS P.O, Box 24346 Seattle, Washington 98124 -0346 Mail Stop: PROJECT 1 -077 ?M -LEr7 IZAG�S FIG. BY-'`_�' c:2HAA J.t,' /Vs' 11}X 1¢6,4 1.3Z',. 0747) '(4I 2 2t , I0)86j - oi32 '79'w .l -raj. kd.x JOB NO. 7.-17 // CHECKED BY DATE 4-5- -83 SHEET OF.( h�fl ?-�7`- -- 1:3s7� D,07+7 /1 rer 9F (" /,o7'f.V.1is cxl,5"-c /2j2 - 0747»l 2. +-. 1, 3s7X (.0741)( .00377 ,1„,..7e43— 4224/ j •O7.17r1 • )71 SC. 324cc ,� �Ll = 0,5287 [o.i + i 1wsQ4 _52&1 - +,;,s287 ?- 2 7' - ,DiA7 02.i01 +,10S �Z.+ .a 5-- .0243'7 °6,052q %t.a2 = 0,077` 4 I 5 j,5 -t,� 0,9712/ '5 .07/4'k:11124 = 0,07?67► 5 077`t -� = b, 4532 " N , Z* ? A= 0,32.6 wt- 1,12 s o7g7 ,' - 0.o779- =64 r = oA-SP w' IrRAAJStER' F00l6 12Ar4 FILE BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: PROJECT 7 14r t JOB NO. 85 re /672'7 FIG. BY I CHECKED BY DATE" SHEETg OF: _ I ILIA'N F R'A M;ar .A!NiA L 5�_= LD6.`Tif 11111! i I I i ^ IA4 + N EAIDGR 76 4 G, Hz- 1 1 I(_M4k, Go CHAizAL-r...) ! ! ! ! I I I l l I HI! :Si .6EN644c, v4-r4 . ! NU'MSER: of . I ;M€/Wt6g ..lbruts .v, _• Jor�u7. AA117 M�MB R t�ATA % ON6' LINE '7Z 6 101N7 AND 17,47A► MF36R 96PARA Limes! -Fox 'G-17.UM41. INPUT , : ! l ! ! • ' I -rRAN5'6Q p g- 'vg -pA-r4 �lL� BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124 -0346 Mail Stop: PROJECT — e JOB NO. eeFt /9-7 FIG. BY - CHECKED BY DATE t-6-813 SHEET OF 5 212 'P;L I A ' N ' ' PAM ;g A I :4 L `1 S 1,5:: Pi CP ZM' 1I I I. i; 1; I i' toAr2 'DATA:: ; OWE LovE FOR —e4C JOINT M YP R MEM(3,6g', t , Jt L.OAP LOOP t.e3i4 0 rfohl LePr:.IT TYPP MEM K iPR KLF to Ea m/ 61417 Zvi T M j>~'l K, Try I V, ' NiK 1,03q . 515 7 3 1.1 3 (2 I.$39 ,575 Ii8)2 .:507 1, 812 ,07 MGM, LP wi4 -'lA/ /l,n•/\..n./, /\ - yt/V`\./ 21:2- 3 � 3 7 319 .,p5 ,cps 1,612 05177 3 !2 1. �z .5b7 ! i • TPA/Vs fig/LS-6 Fg •vE METAL DATA * ** MEM JTS LOADS E TYPE 18 12 2 29000. 0 * **JOINT DATA * ** JT X Y R V H 1 .00 .00 0 1 1 3.33 .00 0 1 1 3 .00 .50 0 0 0 4 3.33 .50 0 0 0 5 3.33 3.25 0 0 0 6 .00 6.00 0 0 0 7 7.33 6.00 0 0 0 8 .00 6. 5 0 0 0 0 9 3.33 6.50 0 0 0 10 3.33 9.25 0 0 0 11 .00 12. 00 0 0 0 12 :_.. 33 12.00 0 0 0 ** *MEMBER DATA * ** 7 -077 �7� G KiuL 3r6/a7 53/5- MEM FM TO INERTIA AREA E LENGTH TYPE 1 1 3 1.0 .61 29000. .50 0 2 2 4 1.0 .61 29000. .50 0 3 3 6 1.0 .61 29000. 5.50 0 4 4 5 1.0 .61 29000. 2.75 0 5 5 7 1.0 .61 29000. 2.75 0 6 6 8 1.0 .61 29000. . 50 0 7 7 9 1.0 .61 29000. .50 0 8 8 11 1.0 .61 29000. 5.50 0 9 9 10 1.0 .61 29000. 2.75 0 10 10 12 1.0 .61 29000. 2.75 0 113 4 .1 .33 29000. 3.33 0 12 6 7 .1 .33 29000. 3.33 0 13 8 9 .1 .33 29000. 3.37 0 14 11 12 .1 .33 29000. 3.33 0 15 _ 5 .1 .33 29000. 4.32 0 16 6 5 .1 .33 290:0. 4.7,2 0 17 8 1 O .1 .37 29000. 4.72 0 18 11 10 .1 .33 290 00. 4.32 0 • T�AN5(, Fietew '� ** *OUTPUT FOR LOA1 NG CONDITION 2* ** : OVE ruHeN/ , ** *JOINT LOADS * ** JT MOMENT PY F'X 6 .0 .34 .10 7 .0 .34 .00 11 .0 1.81 .51 12 .0 1.81 .00 ** *JOINT DEFORMATIONS * ** JT ROTATION VERT HORIZ 1 -.00116 .000 . 000 2 -. 00090 . 000 . 000 3 -. 00097 .001 . 007 4 . 00072 .000 .005 5 -.00025 . 000 .014 6 - .00080 .015 .032 7 . 00068 .007. . 032 8 -.00087 .016 .037 9 - .00062 .003 .036 10 .00047 . 005 . 051 11 -.00035 . 02 4 .071 12 -.00067 .008 .071 -7.077 / &t A�rs /w 4 P�8 r�81�1�7 4 /s ** *MEMBER FORCES * ** MEM S -MOM E -MOM S -SHR E -SHR S- AXIAL E- AXIAL 1 .00 .15 .31 -.31 -4.15 4.15 1 2 • 00 . 15 .30 -.30 15 . 5 -.12 .: 1 - . 1,., r. 3 2 _.10 -.04 .04 -3.54 3.54 1' -.06 -.07 .07 -. 17 17 5 .07 .00 .03 -.07. -1.27 1.27 6 .12 .06 .36 -.36 -2.69 2.69 7 .01 • . 06 . 14 -. 14 -.94 94 .. 8 -.04 .00 -.01 .01 -'7).3 2 2 . 23 �, 9 -.05 -.03 .03 .03 -.94 .94 10 .03 .00 .01 -.01 -1.81 1.81 11 -.02 -.02 -.01 ' .01 .36 -.36 // 12 - . 01 - . 01 - . 01 . 01 . 12 . 12 13 -. 01 -.01 -.01 .01 . 17 -.17 /. 14 . 00 . 00 .00 .00 .01 -.01 4 15 -.01 -.01 -.01 .01 -.92 .92 15' 16 .00 .00 .00 .00 .80 -.80 r 17 -.01 .01 .00 .00 -.71 .71 17 18 .00 .00 .00 .00 .65 -.65 ***RESTRAINING FORCES AT SUPPORTS*** JT MOMENT RY RX 1 .0 -4.15 -.31 2 .0 -.15 _ .70 END OF PLANE FRAME /TRUSS ANALYSIS T29N5V6P- FfzAi .***OUTPUT FOR LOADING CONDITION ** *JOINT LOADS * ** JT MOMENT PY PX 6 .0 1.84 .51 7 .0 1.84 .00 11 .0 1.81 .51 12 .0 1.81 .00 ** *JOINT DEFORMATIONS * ** JT ROTATION VERT HORIZ 1 -.00200 .000 . 000 2 -.00155 .GGG . 000 3. .00169 .002 .011 4 -.00122 . 000 . 009 5 -.00037 . 002 .023 6 .000186 . 022 .049 7 -. 00088 . 007 .049 8 -. 00096 . 023 .055 9 -.00075 . 008 .054 10 -.00053 . 009 . 071 11 -. 00043 .07;, . 094 12 -. 00076 .013 . 094 ** *MEMBER FORCES * ** 1 * ** /ULL GOAD ' -077 4V (t44 Off/627 %h 4 -5--e8 MEM S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL 1 .00 .25 .50 -.50 -6.41 6.41 1 , .00 .26 .52 .52 - .90 .90 2- 3 -.18 -.12 -.06 . .06 -5.38 5.38 s 4 -.2 -.10 -.12 .12 -.92 .92 4- 5 .11 .04 .06 -.06 -2.76 2.76 s 6 .14 .06 .40 -.40 -2.69 2.69 1 7 -.03 . 08 . 10 -. 10 -. 9 .93 1 8 -.04 .00 -.01 .01 -'2.22 2.22 9 -.07 -.03 -.04 .04 -.94 .94 .y 10 .04 .00 .02 -.02 -1.81 1.81 Vv 11 -.04 -.04 -.02 .02 .64 -.64 12 -.01 -.01 -.01 .01 -.05 .05 1. 13 -.01 -.01 -.01 . 01 .14 -.14 i3 14 .00 .00 .00 .00 .02 -.02 /t 15 -.0, -.01 -.01 .01 -1.56 1.56 /4' 16 .00 .00 .00 .00 1.33 -1.33 17 -.01 -.01 . 00 .00 -.72 .72 i7 18 .00 .00 .00 .00 .65 -. 65 fig ** *RESTRAINING FORCES AT SUPPORTS * ** JT MOMENT RY RX 1 .0 -6.41 -. 50 2 .0 -.90 -.5, REAPrAAII R ASSEIABLY AREA 1311Vd PALLET PR CK .volt STO 4'G EE PRA KT PRAfC.KK PRA RA K YZ REVISION .. 1 r " 1 e 1 non 1 .w 1 PPING -I KEEP REA I CLEAR t EPA IR AND iSE)IELY AREA J O FIRE HOSE O SuL 6 loot sTeloripe 1 1 1 RECEIVING 1 AREA 1 L_.�_ KEEP 'CLEAR HJV21 )IOY21 . '' 4Y21 • " nib 13 11V 1311Vd 13 11V 1311Vd IPALLET RACK 40z12 PALLET J PALLET J PALLET RACK 40112 RACK 40119 RACK 40112 )10Vd I''' N3V21 c I RU► )Krill 1 wr )13Y21 1311Vd 1311Vd 1311Vd 1311Vd IPALLET PALLET I PALLET PALLET RACK 4011 RACK 4011 RACK 4011 RACK 401 �1u► 131111YYd PALLET (PALLET I PALLET J PALLET RACK 4011 RACK 40112 RACK 40112 PALLET RACK Uhl, FLOOR PLAN -0" FACILITIES WAREHOUSE PROPOSAL CITY OF TUKWILA APPROVED UQV 19 8 BUILDS N 0 CT. 211988 i3L04 11017 MAC I OMPIS ICON CONSTRUCT ION I 1 .1 x 4 . • £3 r-F-t- t t t t. 1 1 r•} I -H 1 r 1 1 1 r 11 I -: 11 I zu -#xsa .SOUR t r T vi r • • t 1 ► i F t i t r 1! I t-1 1 I 1 I I i: - F• 1. 1! H t t� q t r t 1 r I t-1 1 1+1.-f H r 1.1-1 t t 4-f41. t- t- I i • 0 42GF.14.1= Ag.eA 4 O • m - -- d• r • n 0 Ei..4Ty I No Weir WA_REI -IDU 5112o S i4o is I� 1 i4. • • 0 Gr 2415 . ELEV. Z'.3• P E3UIL 11 •1:: PL.A,H 4. i2ic.4 -$17U¢ -1- - �--� 12J1LRCAP ttl.►INI T-.4.1444-7 fet- , jq,,� --,f- ,.--,r fr 1 t•i 1-1 c1-!•1 1 t t 1? 1 1 1 1 1 1 1 I i -f•t t t r-i t t-f F r r t t r l t-f 1 t tt-f t-f r 1.1••i ,- i--t -4i• s H-1 1,<< I; it �_.+ — • eLeryLokiltwett WAS- loud.E.A • • 115 Lr1;4 CV 2.4115 FSN, FL CLr<V. 2m.3� i . • iti 00.41 !h • Islay s. it70 BUIL -DAN FLT : %R. FLAN H W z I. 0 ., •5F....raotces va•J ta.r ±M CflY OF TUKWILA APPROVED I Ov 19 BUILDING PERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER (V)1 3.3 6 n SITE ADDRESS ✓ 59Q ti 6 ISO SUITE NO. 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; whichwill 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 FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review t l- 9 -%S`1 FIRE 7 _ -61 (ROUTED) FIRE PROTECTION: [ ] Sprinklers [ ] Detectors INIT: ULTANT: Date Sent - Dat O P NNINO (Cx0%) niq ZONING: IBAR/LAND USE CONDITIONS? [l Yes [ ] No INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- W- O PUBLIC WORKS UTILITY PERMITS REQUIRED? f 1 Yes INIT: PUBLIC WORKS LETTER DATED: O OTHER INIT: • . ate .jt �•.•.. ( BUILDING - final review REVIEW COMPLETED OF CONSTRUCTION: UBC EDITION (year): 1ct sS. PERMIT NO. CONTACTED �!� T '111P__12- �a0. DATE READY DATE NOTIFIED l a— _ Y: Y: g� (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 4t' is 3c., 3RD NOTIFICATION BY: (init.) BUILDft3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) (206) 433-1849 DESCRIPTION AMOUNT RCPT. # DATE BUILDING PERMIT FEE )3 PLAN CHECK NUMBER Q � ,_. : L� APPLIClI TION MUST BE F I L I ED OUT C O II 1 P L E T EL Y BUILDING SURCHARGE ` '-I 6Cj ENERGY. SURCHARGE' :. OTHER. TOTAL j .% : AID SITE ADDRESS SUITE # Iz4 so. 1efo "" VALUE OF CONSTRUCTION - $ .* 3,e•ez PROJECT NAME/TEN . NT .1,077 ,7~ 11-61 ASSESSOR ACCOUNT # 3523 ¢— 910 TYPE OF • New Building • Addition • Tenant Improvement (commercial) Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE ORK TO BE DONE: Ar arfloiJAL. IQA414 To Ivr 11.1694-L eV BUILDING USE (office, warehouse, etc.) WA•IENOLlePt NATURE OF BUSINESS: F.,the1..11.ruee ct, 0,cie WILL THERE BE A CHANGE IN USE? $ No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 67 bob Tenant Space: 1 60.90 Area of Construction: 4r10 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No $ Yes IF YES, EXPLAIN:. 515 OfJ ovesr, mom low 4A...w 1 ra!= I%t.AMMNI.IC LIQUIQ 5TCI4Aes1r PROPERTY OWNER ifte.iial t e.6GIJ 1 ICI sIb ei - -I-itior (J*GIG Wh.)10 PHONE (024... 4414 ADDRESS a tJ 1TL (q4o 1 IO2 4'D4 Ave. 14e-'(fl e. ZI Pq 1 ' 710 CONTRACTOR feo,r1e 4) L ptewitgiAL 00.4.3cui 1 1 sTole� �y , PHONE c7e9 _ 1!07 ADDRESS boo ifi,01 ,vett pi 4014 #:AST', b14)--- Tri ZI P cj81 b$ WA. ST. CONTRACTOR'S LICENSE # -r * lj3O 7 EXP. DATE Ju4Y 1 %qqO ARCHITECT oe. 1 G 0,,..,41weeles PHONE sew. 2b I ADDRESS 144.7* lisTesethee044 Ave. co. ZIP die we I HER BY G »TIFV THAT 1 HAVE READ AND: cAMINED THIS APPLICATION TRUE A CORRECT, AND 1 AM AUTHORIZED TO, APPLY:; FOR THIS,PER SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT E Tr DATE 1�� PRINT NAME` s r * jc, PHONE '33.,211 ADDRESS .1.alar lax CONTACT PERSON iftric. ENO PHONE gels_ 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 133 -1851 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 433 -1849. CITY /ZIP 98o�.f� DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/30/8 COMMERCIAL S613MITTAL CHECKLIST • .;NE'% COW ERCIAL :8U LDN O lied. builds COIMMERdAI :TENANT IUPROVEMENI ii.000,11ca • Location of tenant space • Existing and: proposed parking :: • OveraN buikltnp plan • Tenant Iocabon • Uso of adjacent (common wall) tenant • Overati dimensions of. building or square footage Floor plan of proposed tenant space: °Mitt space plan with use of: each room tabeila! Exit doors, egrsse psttams :: New :walls, existing wait, and wads to tie demolist tion and .M eckhat RERC FUCK. STORAGE --, Completed building permit applies Auisior:Acdoin►t Num seta of plans; which incl rig floor plan phowirp letad,buildirK essorAccoirit Nil ..................... .. ............................... .... ............................... Narrative describing existing roof, materiel b eing installed .... . A.cer 45,:let 1ttonter.:! lths .. . . ANTENNN9/Y ELUTE D100 tad;iw klkig permit a ocount p iCation (one tdr each °atrtictu material being iripr to final Inspection and s (17 N Two 011,0 ude ? Site :Plan (showing buik*np and ocatb Mails: antenna/satellite :dish and met ............................... ............................... 8q.NCW14 00.ic 44 110f O. .bllnp4d.hy sot' my regal ................ of plans,: which RESIDENTIAL NEW „SINGLE.FAWLY DWELt:INGSIADDITIONS Completed building permit application (ona foreach structw Lsgpl desuiption Assessor Account Number Two'sets (2):of wotWnp drawi Site • Foundation plan;;;: • Floor plan Roofptan • Building elevations (all ;views; Building cross- seotiori;>; :•: Structural fretektg Diann :.:< HESIDENTIAL :REMODEL Ccmpleted:buildin perm Washington State Energy Codo;dotq <;> Completed utility permit application Six (6) sets of site plans showing utilities NO18:BuNdi,g site plan and utility site plan may be combined,See: Icatlon and checklist for specific submittal rents:: Additional topographical and sells Information may be reQulrod fl unique al+e cors'owiorts, makidar being removed d prktr.to final impaction and sign -: Y.. —., } ° COjf1pON6/V"i5 BE &C P O. Box °24346 ENGINEERS Seattle, Washington 98124 -0346 Mail PROJECT bL1� 7..0 77 'PHI, Li✓r 4 ? � � ^ _ ti JOB NO. Pe 7 Stop: FIG: BY K`'I ru 0r CHECKED BY iG�t. �, DATE ��:'o�' MA\x011 UM 5ttet -F LOAD 1 :^: -: it, 1 Ag /A / X •23771 REV. 7,/86 .�ljyt . . = -i1ti! I lI f I lt lI 1 l 1 i11 1i1 11 lI l I2 ' 1111111111111111111111111111111111111111111111111111111111111111111111111 1f '1 iI l(I1 1111 Ii I 1 (1 I1 II I 1 111..1 11 ,i I II ►1 f 1 {l I1 I1I! {I i1 lI f 1 {I 1I 1I 1 1 { 1 Ii li I1 { O 1ETW INC., 3 4 5 6 8 10 1 1 ,{ Mh0EI11GERNANY �G NOT if the ?ri'crcfiImed cocurnent "is less clear thr✓n7 this noticc,it is cuc tc the quality= cT, the cririn21: rocumenc..:. fibC�.� C WYI � �., yz sz �z CZ ; zz CZ ' O� �� •- a� �� �t s� �I CL z� u O � � 9 0 I1( iill il11► 111111111111! Ilf1lliillllil lliliill((111M�(1111�l1lll11111 i1i11(i 11111! 111II !1111(1llill!ill1il)llilll1ll 11111111!11111111111!1 I Ii11111111111111111111l1 II11111111l1i11111 i111111111(i1i1llllll! 11!11111 1!11111 ! I ! l jj !! ! •.w� �x ..� %,. .. 4.. w . _ 1 !, 1 ._ i 1111 1! (III Illllllllllll.11lllfll 111111ilillilllli�ililI JIIII(11111I fILI . }f "J S; d ,iii r z p s .'. /,.`C .ag,n k �r . a•, 4? &%�f r >. ys� e 7,. .y. a c 2 .r. . >'�S!'. •+sl ..r^.,. - ..,r'ti*v;.. ,.w''v � •S: ':' +^6.'. 1[....: �j.?f .4:, . G, ✓S�n•:�J ♦ . ",t .0 �IS'd- �., JS w- }- I% �F .fi H.Naf�Y1%'A%�^:_r !'r` n Le .'l:` .. :1i•, rlw'� .'-e 'Yt� ..f C y�:�. "'...r. �.,YS'w /�". ...yv -a'% 'FiP'., v '.r +t�+ in`• +�- !� 'tl'7 rY.,'. y,..t.. .,.,.�'v..`..s �...- ..tom -tl' .. ..� �. .�, i�ir -�r'C ... .�' 4'� � "� .<" � - +'.' :.F, tl., �i %�'` �.�d�� � ,/:� � F. y_ anS_ '":r. °. +.�"�:'i:,:.'. � '.(°i"l -u.r.. ~.�_ .:3�:.... . h _.- ,..r? �. .....,j.,..# •Yy -s>r mss, ...� ?k: � ., r: +'C':. 'ro*L- , "...1 s..L;7�'". i%��`�6'&3^ ✓,. ,..., -..... >. J .. N 0 SOUTHC NITER & VICINITY TUKWILA /RENTON /IKENT, WA SCALE IS DISTORTED BLACK RIVER CORP PARK WASHINGTON TECHNICAL CENTER GRADY WA Y PLAZA SW 10TH ST EXIT 1 BOEINO AEROSPACE (OWNED) 12. 126'` 18300 CASCADE AVE. 12.129; 18200 CASCADE AVE. BOEING COMPUTER SERVICES 7-45 ` 745 ANDOVER PARK E. 7-111 375 CORPORATE DRIVE S. 7.112 370 CORPORATE DR. 7 -113 455 ANDOVER PARK E. 7.159 _ 655 ANDOVER PARK W. 7.160 "' 360 CORPORATE DR. BOEING MILITARY AIRPLANES 7.107 17501 SOUTHCENTER PKWY. BOEING SUPPORT SERVICES 7.30 14675 INTERURBAN AVE S. 7.51 505 BAKER BLVD: 7.52 340 ANDOVER FARK E. 7.77 5924 S. 1110TH W. 7.156 645 ANDOVER PARK W. 7.157 ; 555 ANDOVER PARK W. 7 -158 635 ANDOVER PARK W. 7-180 18500 PACIFIC AVE S. 7.181 17930 PACIFIC AVE S. CORPORATE FUNCTIONS :i:.: 7 -110 130 ANDOVER PARK 7-222 16000 CURISTIANSEN 7400 ', COO ANDOVER PARK W. LONGACR'ES SOUTHC ENT ER BAKER BLVD 7.222 7-51 RESIDENCE INN f,MiDOUBLETREE L STRANDER BLVD DOUBLE TREE pLAZAQ n TRAVEL 7 -112 1:::1 07-52 to 7- 160�=�U MARK OTT ° . n L 7.113 z 7158 cc 1I :m :7-159 ,7.600 y""r. - 7 -157 -I CORPORATE � to .� 7m0 SQUARE t,' ,. 7.11 7.45 q, BCS .-1 r :=-� a� EDUCATION ems- ---- -5 7 � rINTcRJrLvL & TRAININD O 7.107 m r '11 0 D 0 BOEING ELECT TONICS CENTER ILAN EMPLOYMENT SEATAC TOWE RS,; 7.181 7 -180 SW 43110 ST vD SEATAC 2 INTERNATIONAL '(T AIRPORT I C) fD BOEING OWNED SOUTHCENTE SOUTH ^;.,.;V" 7.230 12-129 12 -126 TooDeLVD RECEIVED CITY OFTUKWI(A NOV rU7 1989 PERMIT CENTER 0 -1-89 IIIIII1 i II111I111II`11II I 1lIIII:1 I Ij111II I 1111111 I IJIIIli I 1111111 lIlI I III 1j! I11 II i III1 I . 1 I 111111 III1 III IILA IIII I1i! I1111!I! I1,I!I!I! I1i1, ►1`I. I!I1iII! l!II, 1111111! 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