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Home My WebLink AboutPermit 6737 - Boeing #21-03 - Enclosed Steam GeneratorPermit 6737 - Boeing #21-03 91-330 3417 south 120th place . I hereby certify that I have read and exaniin•d this permit and know the same to be true and correct. All provisions of lay 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 gf work. I am authorized to sign for and obtain this building permit. SIGNATURE: t - . UTILITY PERMITS REQUIRED? O Yes ;,/-- DATE: e /y/ / PRINT NAME: / / BAR /LAND USE CONDITIONS? No N CD Yes 0 N -e - . COMPANY: `,. ,, .4 TYPE OF CONS -1 UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIREPROTECTION: O Sprinklers Q Detectors N/A UTILITY PERMITS REQUIRED? O Yes (t gh IR No orks) ZONING: BAR /LAND USE CONDITIONS? No N CD Yes 0 N 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 PR •P .' _,, • ER Boeing PH•N 544 -2975r ADDR 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: PROJECT .. INFORMATIO I SITE ADDRESS PROJECT NAME/TENANT Boeing 1121 -03 ASSESSOR ACCOUNT # 102304 -9068 TYPE OF U New Building ❑ Addition U Tenant Improvement (commercial) Li Demolition (building) Li Grading/Fill WORK: 0 Rack Storage 0 Reroof (] Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct an enclosure around the steam generator outside the 21 -03 building. USE APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. CD:1; 2 ) -- ) -lq -al 3417 S 120 P1 BUILDIIfl PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION: BUILDING; PERMIT FEE PLAN;CHE.CK FEE BU.ILD.ING'S '; : TOOTA I`' AMOUNT:' RCPT # DATE:; :: ;162.00 <105:00; 1073 1073`. :1: PLAN CHECK NO.: 91 -330 SUITE # VALUE OF CONSTRUCTION - $ 15,000.00 CODE COIAPLFANCE SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. TOTAL LOAD SQUARE FEET TOTAL OCC, LOAD BUILDING OFFICIAL DATE ISSUED: DATE: Th ` permit; shall be me null'and void if the : work is not commenced within 1 `80 days from the `date: o issuance,: or. if the work is suspended or abandoned:for aperiod : of 1 days from: the last inspection PERMIT NO. CONTACTED LE-- YQS ( B ( i r ) DATE READY DATE NOTIFIED 5 ---. I 5 - q 1 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING CA 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER q L 330 SITE ADDRESS 5E1 I ao P1 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) oTA t SQUARE FEET OCC. SQUARE OCC. SQUARE LOAD FEET LOAD FEET OCC. 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. E PARTM (BUILDING - initial review O FIRE O PLANNING O PUBLIC WORKS O OTHER %BUILDING - final review (p ql REVIEW COMPLETED INIT: INIT: /V / 4 INIT: INIT: RO ROUTED BUILDING PERMIT APPLICATION TRACKING CONSULTANT: ZONING: U.1RTEME Date Sent FIRE DEPT. LETTER DATED: SUITE NO. FIRE PROTECTION: • Sprinklers ME Date Approved - INSPECTOR: N/A TOTAL OCC LOAD REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: a ..� �'C TY // E �� OF CONSTRUCTION: 5- E- ) Yes CO - No C! ' UBC EDITION (year): Yes w- 1 968 08/17 SITE ADDRESS SUITE # 3417 SO. 120TH PL BLDG. 021 -03 VALUE OF CONSTRUCTION - $ 15, 000.00 PROJECT NAMEJTENANT BOEING MILITARY ASSESSOR ACCOUNT # 102304 -9068 (commercial) U Demolition (building 0 Other: EQUIPMENT ENCLOSURE TYPE OF Building ❑ Addition Tenant Improvement WORK: 0 Rack Storage Q Reroot Remodel (residential) DESCRIBE WORK TO BE DONE: CONSTRUCT AN ENCLOSURE AROUND THE STEAM GENERATOR OUTSIDE THE 21 -03 BLDG. BUILDING USE (office, warehouse, etc.) MANUFACTURING - NATURE OF BUSINESS: AIRPLANE MFG. EXPLAIN: WILL THERE BE A CHANGE IN USE? Lx) No U Yes IF YES, SQUARE FOOTAGE - Building: Tenant Space: 283 Area of Construction: 283 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: . • <:: < � :;f .....::>. D: �. S, :C.i�.LP.:T.t:Q.N?:::.;::. > :::. a;> ., OU >, >; <�AM. •,. NT;.> Q .f�.. P:T::: # ;! DATE 9UICDitV:C3:;:PEFiMtVFEE.,<.,. ,: �.;,� '�r>t ; ' .t',�. ; �: �'�;�;?�i .... { >` >: .. ... P Y> C E d y f 4J .;+..�,. PL'AN>CI�EG .'ks��t��.'� ?�•::a;c ».:1R BUiIDIN:E3 >.::S.URG.d?fAR:G!~ • �'r%: ` . :K d!r. �' , {�:., 1 z •: +o:7:•i, : +: : .. 'k�.: NEE I KR. B Y�:..CE •; ;:T.....,.:L . , . O ., ::; E SAM E . _: > T.O .8E l w.. :.,., . ..:f�.T 1 FY .. :•:.. MAT:.:: :.HAY� N.Iw.a <TNI.S: ; .•; T . I < >: N.D :• .i�N ... W . .TN . :TRUE'AN R ECT< >`ANb<f- 1AM ?�AUTHO.R ZEtO<:;C}::.AP. : 5.., lz,. ... ... i� 1 . 'f: :. f ? .. F.. p��' Ht..,:. t'<.. t�N1t `i' ><..<;.:..<..:�..: <.:,.;:•.,.:.. BUILDING OWNER OR AUTHORIZED AGENT ' ENERGY >SURCH tiRGE`f >? sv •:'s > yr,:' >.> .; .,.:: PRINT NAME 'TERRY BENNETT PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE,WA. CITY /ZIP 98124 -2207 HONE (206) 544-2975 CONTACT PERSON TERRY BENNETT ' PROPERTY OWNER EINC; _Mrr,iTARV A7gp S PHONE (2.61 544 - 2975 ADDRESS • ZIP • • .•. • N '. -: 'W - Y £: ',. CONTRACTOR BDEL C MT_ r.ITARY FIT P$ELAISES PHONE • • ' ' - ' ADDRESS ZIP P 0 ROX 1707, MLS 46 -87. SEATTLE, WA. 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # BOEI - 294ML EXP. DATE ARCHITECT ROPING MIr,7TAR AiR LANES PHONE 161 544 -2975 ADDRESS P, BOX 307, M/S 46 -87, SEATTLE, WA. P ZIP 98124 -2207 I KR. B Y�:..CE •; ;:T.....,.:L . , . O ., ::; E SAM E . _: > T.O .8E l w.. :.,., . ..:f�.T 1 FY .. :•:.. MAT:.:: :.HAY� N.Iw.a <TNI.S: ; .•; T . I < >: N.D :• .i�N ... W . .TN . :TRUE'AN R ECT< >`ANb<f- 1AM ?�AUTHO.R ZEtO<:;C}::.AP. : 5.., lz,. ... ... i� 1 . 'f: :. f ? .. F.. p��' Ht..,:. t'<.. t�N1t `i' ><..<;.:..<..:�..: <.:,.;:•.,.:.. BUILDING OWNER OR AUTHORIZED AGENT ' SIGNATURE _.,007_,,,,...- A. 'DATE - 08 -06 -91 PRINT NAME 'TERRY BENNETT PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE,WA. CITY /ZIP 98124 -2207 HONE (206) 544-2975 CONTACT PERSON TERRY BENNETT ' CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 PENROD JOB #' 10328 -02 BUILDIN PERMIT APPLICATION FEES (for staff 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 - Coordinator at 433.1851 prior to submitting application. In all- ccocc, a• valuatlon•amount should be entered byihe 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 architecVengineer, 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. • it 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 • II , (4mplotoci NOTE Sut,'ptrm/tipp * ' ..................... • • ".: RACK ST;HAG;. b cid Enor ./. .... • ' . . „ ... • " -- 3nQIuOr or udiitoct StO pI Ofl::...: AtojtoC structtirb :eel.... 04 fe QOMMERCIAL'T PROV 44.4.4:44 010 11 Ca P.I.149n. A1 ELL • ..: . . ' • g $ kdO• SULJMITTAL CHECKLST Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way. WA 98023 Phone (206) 927 -0626 Visual Inspection Report (40 Customer: E.M. Castillo Construction Co. Date: 12/17/91 P.O. No.: Project Boeing Building 21 -03 Report No.: 6305 Job Description: Visual Inspection of structural steel field welds on Steam Generator Structure. Specification: D1.1 -90 Remarks: Class:8 Inspection Results: Not all of the welding on the seismic cross bracing was complete at the time of inspection. All other welding was judged satisfactory. Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (206) 927 -0626 Visual Inspection Report Customer: E.M. Castillo Construction Co. Project: Boeing Building 21 -03 Job Description: Visual Inspection of: structural steel field weleon Steam Generator Structure. Specification: D1.1.90 Remarks: Class:8 737 Date: 12/23,29/91 P.O. No.: Report No.: 6329 Inspection Results: Repair areas on seismec cross bracing were judged satisfactory, welding previously noted as being incomplete was judged acceptable. Project; ct t= �+(7 X 20 0 3 yps of Inspe ion: Address: 3`I7e.'.124Pl. Date Called; Special Instructions: Date Wanted: /� 5,.... q — am Requester; Phone No.; CITY OF TUKWILA BUILDING DIVISION pproved per applicable codes. Hemp! No.: INSPECTION RECORD Retain a copy with permit ERMR `0.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,. ---- - (206}--481670. 0 Corrections required prior to approval. COMMENTS: derdsimmesamarzaniam $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300: Southcenter Blvd.; Suite 100. Call to schedule reinspection, ' ro ect ; EETTR . yn- vv . -.) 7 Type of Inspection: Address; S - 1� �L. Date Called: 12 410'9/ ., Special Instructions: Date Wanted: (2.-II-9 am. p.m. Requester: 5a.1-4441 Plane No.: 2 qz qj p/ 0 Cl``9,1 nspector: oval. D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece "Date: 7 I: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 0 Approved per applicable codes. (206) 431- X 4 Corrections required prior to a COMMENTS: r. s . l -.1; .n c;i -T Vt . t; () a > i v is > .t4) JA1( 1.11 iT5 • PROJECT: •/ - .5 /d tt-- . • PERMIT NO. ("7 3 7 SITE ADDRESS: ' 411 S. (2,0 , U Q L . DATE CALLED: 9-...).3 _--. TYPE OF INSPECTION: ' • , , - ,..-e...- DATE WANTED: , c:5. 6 '. SPECIAL INSTRUCTIONS. REQUESTER: ",_e PHONE NO.: ,g v ? - 7ef/ Q INSPECTION RESULTS /COMMENTS: ,et, c.- . ,.4,, CQ -,✓ _e'.„t.., 4 , 722 I INSPECTOR: LA- DATE: 7 r 2-Co - ° 1 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 BOEING MILITARY. AIRPLANES 21 -03 BUILDING COLUMN LINES L -1 STRUCTURAL CALCULATIONS FOR STEAM GENERATOR SHED JOB #9108'28 -02 . RECEIVED CITY OF TUKWLA u 6 1991 PERMIT CENTER June 28, .1991 Jon R. Burks: The Boeing Company Developmental Center Seattle, . Washington Approval McKi n BMA faciiities Plannin Architecture Engineering JOB NO. SHEET NO boiler room design j burks building design calculations load conditions specifications steel roof panels snow load wind load roof purlins center girder moment deflection end girder beam weight moment from beam tributary area boiler design removable roof section bridging roof flashing around ducts pipes footing design footing reinforcement bending moment footing slab design slab thickness splice length wind pressure overturning moment on columns tension required in anchor bolts tension per bolt shear per bolt base plate thickness stress in weld length weld throat shear flow concrete footing wall panels insulated panels girts bottom girt combined stress top girt midspan by framing combined stress anchor bolts for bottom girt fasteners load to center fastener wind loads combined stress combined stress design removable wall panel door jamb wind load removable wall panel door jamb wall panel header spacing for girts removable wall panel door jambs fastener size and spacing bolt spacing bracing to resist wind load load on back bracing connection to column weld fillet allowable shear stress worst case for loading condition combined stress girder lateral load bracing turnbuckle combined stress loading condition seismic static force lateral loads overturn base design overturning x-bracing bracing for removable door panel building weight calculations appendix specifications 32 RECOMMENDED FASTENERS . The information in this catalog refers to the general fastener types recommended by Robertson. All fastener systems employed by Robertson have been thoroughly tested in the laboratory and proven in the field. Stainless Steel Fasteners Specially - designed hex -head stainless steel fastening screws are recommended for fastening all Robertson products to each other and to the structure. 300 Series stainless steel screws are available on special order. 410 Series stainless steel screws (4AH type) are stan- dard. Standard 3 /8" hex socket fits all Robertson fasteners. Fastener Types ❑ AH034 -14 Used where two layers of sheet metal are fastened ... side laps, end laps, flashing, etc. ❑ AH100 -14 Used where four thick- nesses of panels are fastened at corners and to fasten to structural steel. O AH112 -14 The same as AH034 -14 except 1 - long. Used to fasten panels to structural steel at eaves, and plate gutters. O AH200 -14 The same as AH034 -14 except 2" long. Used with sandwich construction. Special and Self - Drilling Fasteners Many details require special fasteners which are available and suitable for limited applications. Examples of these would be: rivets, grommet type bolts, explosion relief type, anchors to masonry, fasteners for wood, and other special straps and clips. Self- drilling stainless steel fasteners are also available. Fastening details and special fastener information is available from your local Robertson representative. Fastener Coding Legend Example: 4AH034 -14 Hex Head 4 or 3 AH 410SS 305SS —i L HEX HEAD L 3 /4" LENGTH L #14 DIA. L� -J Grade of Stainless Steel 034 14 NOTE: Designation of proper fastener point type varies dependent on shank material. MOLDED WASHER AND DISHED STAINLESS STEEL WASHER A- //Z - -/g l'/E--k' /eel » • r ^" . t ^ , . r :fl;cf:i' ,y � �: £ •ri•hYIG {' Two fasteners in each low flute. 1st, 2nd, 3rd low flutes at all girts. 15" on center 24" on center ..L:r l'i.l.L INSULATED .; 015.40 MR3-36 Type Application " Siding Roofing .Slope ,over, in 12 " Deflection: Limit = U120 816* ie5` Tn";1.21fR 3" in 12' (L/120 for 21/2" to 3" in 12" U180 for 1" to 2 in 12 ") Slopes 1 /2" tot" in 12' Deflection Limit = U240 Siding Roofing Slopes over 3" in 12" Deflection Limit = U120 Slopes to 3" in 12" Deflection Limit = 1.../180 • Slopes 1 /2" to 1" in 12" . Deflection Limit= L1240 Siding Siding Fasteners to Purlins or Girts 1st, 5th, 9th & 13th low corrugation at end laps. 1st, 6th & 12th low corrugation at intermediate girt. '1st; ord, 5tf jlow V. at ends and inter- mediate girt. * Y i5 ( j✓14 - K Olt Every low flute. 18" on center 24" on center 18" on center 15" on center ^, . (In heavy snow regions: 12" on center first 10' from eave.) 12" on center 24" on center None required. 24 ". on center Cement Side & End Laps Use- dia. RP543 for all laps' for 4" in .12" or less or for any slope in locations - subjected to torrential rains. Not required (unless special) 1" to 2" in 12" use 2 dia. RP543. 2" to 3" in 12" use 1 dia. RP543 at end laps. Side. laps' use 11/4 " dia. RP543. Caulk side laps with 11/4 " dia. RP543. Caulk end laps with 2 dia. RP543. Not required. Field caulked side lap. Caulk end laps with 1 dia. RP543. Field caulked side lap. Caulk end laps with 2 dia. RP543. Not required Field caulked side lap. Caulk end laps with 2 dia. RP543. Not required. At side laps 1%" dia. RP543. At end laps 2%" dia. RP543. SR3.36 Concealed anchors at12 "O.C. r End laps for siding .4" :End laps for rooting 6" for all slopes. 'Number of lasleners to purl ins or gins are for 20 pal wind load only, with standard fasteners. Moro fasteners may be Concealed clips at 24" 0.0. "Based on rainfall, wind conditions and occupancy sensitivity, this seal• • ant may be omitted in certain cases C /tntorr q..n.n••• _ SPAN DATA :..:... " :. Thickness (in.) Total Load (psi) Want Roof t Simple Double Triple Simple Double Triple .040 20 7' -10" 10` -7" 9' - 9" 6'-11" 9' - 3" 8' -6" 30 6'-11" 9' -2" • 8' -6" 6' -0" 8' -0" • 7' -5" .050 20 8' -7" 11' -5" 10' -7" 7' -6" 10' -0" 9 30 7' -6" 10' -0" 9' -3" 6' -6" 8' -9" 8' -1 " SPAN: DATA• :...... : ' • Gauge Total Load (psf) Wall 1 Roof 2 (inverted) Simple Double Triple Simple Double Triple 18 20 11' -11 " 15' -5" 14' -9 " .11' -11 "• 13' -5" 14' -9 "• 30 10' -5" • 12' -7" 12' -10" • 10'-5" • 10'-1 12' -3" 40 9'-6" • 10' -11" 11' -8" • 9'-6" 9'-6" 10' -7" 50 8' -9" • 9' -9" / 10' -10" • 8'-6" 8' -69 9' -6" , 20 20 10' -6 "' 13' -2" _ - 13' -0" • 10'-6" • 11' -5" 12' -9" 30 9' -2" • 10' -'9" 11 * 9'-2" • 9'-4" 10'-5" 40 8'-4" • 9'-4" 10'-4" • 8'-i It 8'-1" 9' -0" 50 71.911• 8'-4" 9'-4" 7'-3" 7' -3" 8'-1" 22 20 9'-8" • 11' -11" 11' -11 "• 9 • 10'-4" 11' -7" 30 8'.5" • 9' -g" 10' -5" • 8' -5" 8' -5" 9'-5" 40 7'-8" • 8'6" 9' -5" 7 7 1, 4 11 8'-2" 50 7' -1 "• 7' - 7" 8 -5" 6'6" 6' -6" 7'-4" 24 20 8' -9" • 10'-4" 10' -9" • 8'6" • 8C11" 10' -0" 30 7'.7" • 8'_5" 9 - 5 " • 7 7'-4" 8' -2" 40 6'-11" • 7'-4" 8 -2; 6'-4" 6'-4" 7 -1 " 50 6'6" • 6' -6" 7'..4" 5'-8" 5' -6" 6'-4" • Steel'Profiled Panels 'Deflection governs 36" COVERAG PROFILE COEFFICIENTS Gauge Walll Simple Double I Triple of Strength Roofz Simple j Double Aluminum Profiled Panels Triple Note: To obtain the wind load in pounds per square foot which an element or assembly will carry, divide the coefficient of strength by span in feet squared and the coefficient of deflection by span in feet cubed. tMaximum allowable stress: 16,800 (PSI) Deflection criterion = U120 ' Stress governs L/120 Simple I Double Triple of Deflection U180 SlmpTe Doubled Triple 18 20 22 24 4772 3481 2844 2132 4772 3481 2844 2132 5965 4352 3556 2665 3579 2611 2133 1599 3579 2611 2133 1599 4474 3264 2667 1999 33883 23177 18069 13277 81449 55715 43436 31917 63930 43731 34093 25052 22588 15451 12046 8851 54299 37143 28957 21278 42620 29154 22729 16701 Maximum allowable stress: 26,667 (PSI) Deflection criterion = U120 2 Maximum allowable stress: 20,000 (PSI) Deflection criterion a U120 # Maximum allowable stress: 12,600 (PSI) Deflection criterion== U180 19 m VsL'L $O P4N SfudS /JO1StS - SJ style (F =40 ks() T table 1 _ size, style& gauge slze(In) . wolght net arealat (In design steel thick- nesso' (In) allow. bending stress- ksilal lip width (In) majoraxis x.- _ -1-' minoraxls 0 (column factor) J (In') C (In') X. (In) I, (In') S (In r, (In) l S y r (In') (In') (In) nom. actual ( Iblft) (kglm) 3625J20 3 3.573 0.97 1.44 0.216 0.0359 24.0 0.500 0.541 0.293 1.429 0.085 0.082 0.621 0 752 0.0001 0.2986 1.356 362SJ18 3.573 1.24 1.85 0.285 0.0478 24.0 0.500 0.709 0.386 1.423 0.111 0.106 0.616 0.799 0.0003 0.3843 1.344 3625J16 3.573 1.59 2.37 0.368 0.0598 24.0 0.625 0.894 0.488 1.411 0.147 0.146 0.629 0.804 0.0005 0.5664 1.419 3625J14 3.573 2.00 2.98 0.454 0.0747 24.0 0.625 1.095 0.597 1.404 0.178 0.176 0.622 0.802 0.0011 0.6785 1.404 406J20 4 3.921 1.02 1.52 0.228 0.0359 23.5 0.500 0.673 0.332 1.556 0.091 0.083 0.617 0.721 0.0001 0.3607 1.311 40SJ18 3.921 1.30 1.93 0.301 0.0478 24.0 0.500 0 882 0.439 1.550 0 117 0.108 0 611 0 803 0.0003 0.4646 1.299 406J16 3.921 1.67 2.48 0.388 0.0598 24.0 0.625 1.116 0.555 1 .539 0.157 0.150 0.626 0 812 0.0006 0.6770 1.372 40SJ14 3.921 2.09 3.11 0.480 0.0747 24.0 0,625 1.368 0.680 1.532 0.189 0.181 0.619 0.811 0.0011 0.8120 1,358 605J20 6 5.921 1.27 1.89 0.300 0.0359 20.6 0.500 1.787 0.588 2.253 0.100 0.084 0.587 0 582 0.0002 0.8691 1.109 60SJ18 5.921 1.63 2.43 0,397 0.0478 22.7 0.500 2.351 0.779 2.246 0.144 0.114 0.581 0.653 0,0004 1.1239 1.098 605J16 5.921 2.08 3.10 0.508 0.0598 24.0 0.625 2.991 0.991 2.243 0.195 0.161 0.598 0.710 0.0007 1.5788 1.161 605J14 5,921 2.62 3.90 0.629 0.0747 24.0 0.625 3.680 1.219 2.234 0.236 0.197 0.591 0.767 0.0014 1.9025 1.147 7255J18 7 7.171 1.84 2.74 0.457 0.0478 21.4 0.500 3.732 1.023 2.663 0.146 0.114 0.562 0.583 0.0004 1.7210 1.004 7255J16 7.171 2.34 3.48 0.583 0.0598 22.9 0.625 4.754 1.304 2.664 0.208 0.162 0.579 0.637 0.0008 2.3924 1.063 725SJ14 7.171 2.95 4.39 0.720 0.0747 24.0 0.625 5.829 1.593 2.651 0.251 0.197 0.567 0.690 0.0015 2.8266 1.037 805J18 8 7.921 1.97 2.93 0.493 0.0478 20.5 0.500 4.756 1.182 2.908 0.147 0.114 0.550 0 547 0.0004 2.1522 0.955 805J16 7.921 2.50 3.72 0.628 0.0598 22.3 0.625 6.061 1.506 2.911 0.210 0.162 0.568 0 600 0 0009 2.9792 1.012 806,114 7.921 315 4.69 0.779 0.0747 23.6 0.625 7.474 1.857 2.901 0.265 0.202 0.561 0.652 00017 3.5988 0.998 9255J16 9 9.171 2.76 4.11 0.702 0.0598 21 2 0.625 8.693 1.869 3.316 0.213 0.163 0.550 0 546 0.0009 4.1283 0.938 925SJ14 9.171 3.48 5.18 0.872 0.0747 22 8 0.625 10.731 2.307 3 306 0.275 0.203 0.543 0.594 0.0018 4.9917 0.925 1155J16 11 11.421 3.23 4.81 0.837 0.0598 19 2 0.625 15.029 2.601 4 030 0.216 0.163 0.521 0 470 0 0011 6.7564 0.830 1155J14 11.421 4.07 6.06 1.040 0.0747 21.2 0.625 18.581 3.215 4.018 0.280 0.204 0.514 0.512 0.0021 8.1788 0.818 135SJ14 13 13.421 4.60 6.84 1.189 0.0747 19.8 0.625 27.992 4.128 4.639 0 283 0.204 0.491 0,456 0.0024 11.7729 0.743 , • • (1) table values apply to steel having a yield strength of 40 ksi Narrower flange is 1 552 in.. wider flange is 1 724 in outside width for all SJ.style members. (2) Steel withcorrosron•resistant coating (3) Steel without coaling (4) Smaller value of basic Studs -Cs style (Fy =40 ksl) size (In) nom. actual 3 /e 3.573 3.573 3.573 4 3.921 3.921 3.921 weightl (Iblft) (kglm) 1.01 1.50 1.25 1.86 1.58 2.35 1.07 1.59 1.33 1.98 1.67 2.48 design net steel flange arealal thkns 1J 1 width "' (In (In) (in) 0.221 0.275 0.341 0.238 0.296 0.367 0.0478 0.0598 0.074 7 0.04 78 0.0598 0.0747 1.296 1.296 1.296 1.296 1.296 1.296 6 5.921 1.40 2.08 0.333 0.0478 1.296 5.921 1.74 2.59 0.415 0.0598 1.296 5.921 2.20 3.27 0.516 0.0747 1.296 I S r, F Y I S r (In') (In (In) (ksl) (In (Ind) (in) 0.547 0.307 1.383 12.58 0.676 0.379 1.378 17.04 0.831 0.465 1.371 19.90 0.689 0.349 1.501 12.58 0.845 0.432 1.496 17.04 1.040 0.531 1.489 19.90 1.865 0.631 2.154 12.58 2.313 0.782 2.148 17.04 2.857 0.966 2.141 19.90 0.044 0.046 0.424 0.054 0.057 0.442 0.067 0.071 0.419 0.047 0047 0.418 0.057 0.059 0.416 0.070 0.072 0.413 0 (column factor) 0.396 0.535 0.624 0.403 0.545 0.635 J (In 0.0002 0.0004 0.0008 0.0002 0.0005 0.0009 C (In') 0.1159 0.1421 0.1731 0.1444 0.1772 0.2160 0.056 0.051 0.384 0 358 0.0003 0.3816 0.069 0.063 0.382 0.502 0.0006 0.4695 0.084 0.078 0.380 0.627 0.0012 0.5742 362CS18 362CS16 362CS14 40CS18 40CS16 40CS14 60CS18 60CS16 60CS14 (1) Table values apply 10 steel having a yield strength of 40 ksr (2) Steel with corrosion. resistant coating. (3) Steel without coating (4) Narrower flange. wider flange is 1.375 in outside width for all CS•slyle channel studs (5) Section properties with allowable size, style & gauge design stress per Sec 3 I and web bending stress per Sec 3 4 2 AISI Specification for the Design o1 Cold• Formed Steel Structural Members, 1980 Edmon Section property modifications per Section 2 3 5 nor included major axIs minor axlat compressive stress on unstif enea elements. F, as shown per Section 3.2. AISI Speech• cation for the Design of Cold•Formed Steel Structural Members. 1980 edition. Section Property modifications per Section 2 3 5 not included Roof trusses fabricate easily using USG Steel Joists which offer high•strength alternative to wbod. Steel Studs used for framing exterior walls supporting bar foists provide an economical alternative to masonry. table 2 X. (In) 0.782 0.779 0.776 0.751 0.749 0.745 0.616 0.613 0.610 Runners -CI style '' (F = 33 ksi) size, size tin) style & gauge 362CR20 362CR18 362CR16 362CR14 60CR20 60CR18 60CR 16 60CR 14 725CR18 725CR 16 725CR 14 80CR18 80CR 16 80CR 14 925CR 18 925CR 16 925CR14 j 115CR15 weight '1 nom. a ctual Obit) r (kg,,n) 3',m i 3 706 { 0 727 1.08 3 729 1 008 1 50 3 760 1 262 1 88 3789 1575 I 234 lull area'' (In') 0 209 0 290 0 362 0.452 40CR20 4 4 081 0 772 I 1 15 0 222 40CR 18 4 105 1 071 1.59 0 308 40CR 16 4 135 1 340 1 99 0 385 40CR14 4 164 r 1 672 2 49 0 480 6 081 1 011 1 50 0 290 6.105 1 404 I 2 09 0.403 6 135 1 757 2 5 0 504 6 164 2.192 3 26 0.630 7'/4 + 7 355 1.61 2.39 7 385 2.02 3.00 7.414 256 3.81 8 8 105 1 74 2.59 8135 217 323 8164 2 75 409 0.463 0.579 0 723 11' 11 635 2 90 4 32 0 833 115CR14 i 11 664 3 86 5 48 1 040 135CR14 { 13'.:. 13.664 4 21 J 6 26 1 190 ii! T a bl e 54fues apply 10 sleet eav a p1510 sr/unglue' 33 Ks Standard Iel) 1,5,0'11 15 1'.a ey 115,0111.s ava soecr,rl reauesr 121 Sleet wu1 couu',Ion.reslslarn Coann0 i3; Steel wIhoul Crlallnfl I41 SscI10r' Oropc rues wul■ af . ufrlr! 1 o ■sI1u ss,,,, 51re55 011 12 design steel flange thickness''' + width I, S. (In) I (in) (in') (in') 0 0344 1 25 0 420 i 0.227 0 0478 1 25 0 584 0 314 0 0598 1 25 0 735 , 0.392 0.0747 1 25 0 921 : 0 487 0 0344 1 25 0 527 0.259 0 0478 1 25 0 734 0.358 0.0598 125 0.923 0.447 0 0747 1 25 1 156 0.556 0 0344 1 25 1 387 0.456 0.0478 125 1928 0.632 0 0598 1 25 2 420 0.789 0.0747 1 25 3 025 0.982 0 0478 0.0598 0 0747 1.25 1 25 1 .25 3.071 3.852 4.814 0.836 1.044 1.299 0.499 0.0478 1 25 3 928 0.970 0.624 0.0598 1.25 4.925 1.211 0 779 0 0747 1 25 6 153 1 508 9 9.355 1 94 2.89 0 559 0.0478 1.25 5 672 1.213 9.385 2 43 3.62 0.699 0 0598 1 25 7.108 1.515 9 414 3 08 4.58 0.872 0.0747 1 25 8.881 1.887 4 mator axis (in) 1.418 1.420 1 424 1.427 1.543 1 544 1.549 1.551 2.185 2.186 2 190 2.192 2.576 2.579 2.580 2.806 2.809 2.810 3 187 3.189 3.191 0 0598 1 25 12 455 2.142 3 866 0 0717 1 25 . 15.557 2.668 3 867 0 0747 1.25 25.689 3.468 4.462 17.86 ursueerled ere leers Fc as shown. per Sect 1 3 2. AISI Spec i cadpn for the 0es10n 01 Cold•Fonnecl S eel Structural Members. 1980 e011■on Sedan properly mochlcallons per Section 2 3 5 n01 Included Fastening runner to overhead support, Securely weld studs to runner (above lelt), Splice runner with steel stud section (below). Boxed USG Steel Joists serve as cost.ollective lintels over windows In multi•lamily housing table 3 F, (ksi) 10.41 13.38 15 87 17 86 10 41 1338 15.87 17.86 10.41 13 38 15 87 17 oc, 13.38 15.87 17.86 13 38 15.87 17.86 13.38 15.87 17.86 15 87 17 86 joist web stiffeners--- lorrned from 14 -ga. steel Attached to joist webs where required to prevent web crippling at points of • reaction and concentrated load V•bracing— . 20 -ga steel bracing: 1' l -rn. for dual use as lateral bracing for studs or bridging for joists: 4 -in. for use as diagonal bracing of stud walls against racking. V- section speeds tight bracing installation flat strap bracing -14. 16 and 18 -ga. steel bracing: 3 to 6 -in, wide: 12, 15. 20 -It. lengths for • diagonal bracing to resist racking screws — driven with electric . screwguns. provide fastest possible attachment of studs. joists. flooring and surfacing materials. USG Screws have double -lead threads for Iasi, driving. are corrosion-resistant. • sell - tapping and sell - drilling Available in kinds for specific .applications.. Steel -to -steel attachment— Type S- 12 pan head for attaching • two members up to 16•ga (or 0.125" max.) metal thickness: . 're -in. Type S -12 low - profile head. for attaching two members up to •14•ga.;' :•in TypeS- 4hexwasher head. for attaching continuous- span joist reinforcement over bearing walls Plywood to steel joists— pilot- point Type S-12 bugle head. 1 •15 16 -in. length for applying plywood to steet framing Rigid loam insulation to steel studs —Type S•12 wafer head in 1' . 2, 2' ..'. 3 -in lengths for foam insulation..1 . 1 2, 2' .••!n. thick respectively • Also available in Type R for 20 to 25 -ga steel Gypsum panels to steel lraming - -1 •in, Type 5-12 bugle head for attaching ' ;and single layer panels 1 ? Type. , S-12 bugle head for attaching lace layer, in double'layer panel assemblies Use cadmium plated screws to. attach brick • ties..gypsum sheathing and exterior pallets V- bracing , ► 1 web stiffener p flat strap bracing vs Type 5-12 Pan Head Vs" .Type S-12 Low - Profile Head 3/4 type s•a Hex Washer Head 1 •r, r . Type Ty S•12 P ol•Poln►, 2" 'type S -12 Bugle Head Wafer Head slide clip Joist web stiffeners prevent web crippling at reaction points over beam Screw - attached solid blocking in runner, clip angle and V- bracing help resist racking at outside corners. Screw• attached 4 -rn V- bracing is used to provide racking res'sranco V'.soctron aids in tign! bracing rtrstaiiarron slide clip —a t !/4 x 2' in. . . channel- shaped section of steel • for attaching studs to horizontal, supports to curtain walls. One Size his ST20 and SJ studs CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -330: Boeing #21 -03 3417 S 120 P1. PHONE # (206) 433.1800 Guy L. VanDastn, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (67 . 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 structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 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. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED g 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 t 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 g 17 BUILDING FINAL 431 -3670 BUILDIF( ` a PERMIT CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3417 S 120 P1 INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Boeing #21 -03 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE Cd1 � iq 91 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if 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) — 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. 0Q114190 F AN REVIEW COMMEIc I s Plan Check No.: 9 1 �. Project: X i \ - 03 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), tirtiform- MeehaRtcat- Gede -(-1- 988- Edditfen}, . . - - • • • . -0 -Ed# found WashingtorrState Regut ations-fer-Barrief-Free- Faeiiity-(l 99& - Edition}- 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. Footings 1/4 1. 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 F AN REVIEW COMMEIc I s Plan Check No.: 9 1 �. Project: X i \ - 03 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), tirtiform- MeehaRtcat- Gede -(-1- 988- Edditfen}, . . - - • • • . -0 -Ed# found WashingtorrState Regut ations-fer-Barrief-Free- Faeiiity-(l 99& - Edition}- 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. AUGUST 14 '1991 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION ATTENTION: ROBERT BENEDICTO SR. PLANS EXAMINER THE FOLLOWING CLARIFICATIONS ARE FOR PLAN REVIEW NO. 91 -330; BOEING BLDG.. 21 -03 STEAM GENERATOR SHED: PREPARED BY: DISPLACE PARKING:.: • REQUIRED OCCUPANCY SEPARATION` BETWEENTHE B AND'THE M -1 OCCUPANCY WILL`. BE ACCOMPLISHED` BY THE EXISTING 4. HR. , RATED 5 1/2" CONCRETE WALL:. . THE COMBUSTION AIR ISSUE'WILL BE SOLVED WITH. AN AIR VENTILATION OPENING IN THE ROOF. JON.BURKS FACILITIES ENGINEER . SITE PLAN OF STEAM GENERATOR SHED SHOWING LOCATION WITH EXISTING.,21- 03,BLDG. SHOWN,ON COVER SHEET, FIELD. MEASUREMENT OF 110! BETWEEN THE WALL OF THE SHED AND THE. NEAREST• BUILDING. CONSTRUCTION OF.SHED DOES NOT ' RECEIVED rIILA MUli . i 4 19Si PERMIT CENTER THE BOEING COMPANY P.O. BOX .3707 ' SEATTLE, WA 98124. PREPARED BY: AUGUST 14, 1991 .CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION ATTENTION: ROBERT BENEDICTO SR. PLANS EXAMINER JON BURKS FACILITIES ENGINEER RECEIVED (ITV OF TUKWILA AUL 1 4 1S31 PERMIT CENTER THE BOEING COMPANY P.O. BOX 3707 SEATTLE, WA 98124 THE FOLLOWING CLARIFICATIONS ARE FOR PLAN REVIEW NO. 91-330; BOEING BLDG. 21-03 STEAM GENERATOR SHED: 1. SITE PLAN OF STEAM GENERATOR SHED SHOWING LOCATION • WITH EXISTING 21-03 BLDG. SHOWN ON COVER SHEET. 2. FIELD MEASUREMENT OF 110' BETWEEN THE WALL OF THE SHED AND THE NEAREST BUILDING. 3'. CONSTRUCTION OF SHED DOES NOT DISPLACE PARKING.: 4 REQUIRED OCCUPANCY SEPARATION BETWEEN THE EXISTING B-2 AND:-THEJM-1 OCCUPANCY WILL BE ACCOMPLISHED BY THE EXISTING4 HR. RATED5 1/2" ,CONCRETR,WALL,' 5. THE COMBUSTION AIR ISSUE WILL BE SOLVED WITH AN AIR • VENTILATION OPENING IN THE ROOF.' • 'DATE cl/ TYPE OF REVISION: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PROJECT NAME 4 ADDRESS v�-O /7 .0_ / O / G /G ,7/ D 3 CONTACT PERSON l ' ' ''' PHONE SW:- .297,E ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER f,- 330 / RECEIVED (Iffy nF TI 1KW1LP AUb 1.4 1991 PERMIT CENTER SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. PREPARED BY: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW N0.91 -330 PROJECT NAME: Boeing Bldg. 21 -03, Steam Gen. shed addition DATE: August 12, 1991 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. PLEASE RESPOND TO THE FOLLOWING COMMENTS IN ITEMIZED LETTER FORM, AND RESUBMIT TWO COPIES OF ALL REVISIONS OR REQUESTED INFORMATION. 1. Provide a Site plan to show actual location of steam generator shed in relation to the existing Building 21 -03. 2. Previous Permit applications for this building indicates that this building was developed under the "unlimited area" provisions of the Uniform Building Code. Given this condition, A sixty foot yard is required to be maintained between the wall of the shed addition and the nearest building. Show what the resulting yard will be after the shed is constructed. 3. If the construction of this shed will displace parking or existing landscaping, show how this will be replaced to maintain existing requirements for parking or landscaping. 1 4. Show how the required occupancy separation between the existing B -2 an. 's M -1 occupancy is, or will be accomplished. 4111 •••ert :en= • icto, Sr. Plans Examiner 8/4/ id,(,te Cad -mP,f�. 6,0e4 yeerA f 04/-6l --made da�i�ca cvn Geazit q0 40.Aar-vU-74evi _ DRAWING INDEX DRAUNG SHEET T f u 1-,I , A:•rr, SHEET i 1 TITLE 21 -03 -Al Al TITLE SHEET FOUNDATION PLAN & COL. DET. FRAMING PLAN & DETAILS 121- 003 -1012 S -7 } 121_003 -1012 S -8 121- 003 -1012 S -9 ELEVATIONS & DETAILS - -- -- - 1 1 99 FROM SEATTLE- TACOMA AIRPORT REVIS,ON • I r I EAST MARGINAL WAY U CORPORATE PARK 99 VICINITY MAP FROM DOWNTOWN SEATTLE ( , 7 -12� ,/ \ \ ar aacR '; CE \ a.TER (FAA) \ \\` Y 1 1 1\ 599 TUKWILA APPROVED DATE ExIT 157 - EONG Mir D 21 3 S E M GENERA R BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 S•N DEVELOPMENTAL CENTER I \ \\ A\ . \\9 FROM KENT \ `\ 9 & AUBURN \ ` J EXIT 157 NO SCALE BENSON BY AMY AREA MAP BLDG. 21 -03 ADDRESS 3417 SO. 120TH PLACE SEATTLE, WA (EAST MARGINAL WAY CORPORATE PARK) APPROVED DATE PROJECT SITE NO SCALE EAST MARGINAL WAY CORPORATE PARK ®®EAFAI r FACILITIES DEPARTMENT RP PROJECT CHECKLIST CHECK BOX 1 _AN F S -- SEAT1LE 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. 1. VERIFY DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. dOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK 1V11H OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 -51 COL N /1, AFTER COMPLETION OF THIS CONSTRUCTION. ® 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 CITY OF TUKWILA ZONING. El 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: ® 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS - .2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ❑ 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ® BRIEF PROJECT NARRATIVE — I III SEATTLE, WA. 98124 GENERAL NOTES THIS INSULATED BUILDING IS TO PROVIDE SHELTER FOR AN EXISTING STEAM GENERATOR. 1. POUR 6" CONCRETE SLAB MAINTAINING GRADE OF EXISTING SLAB. 2. ERECT STRUCTURAL FRAME ON SLAB. 3. INSTALL BR5 -36 INSULATED ROOFING, SIDING & HOLLOW !METAL DOOR, CUR•. "'ES TYPE F 707. O AUBURN, WA. 98002 EVERETT, WA. 98201 0 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 11 111 1 ,i, H. 1, I2 i I31 ,t, t, I , ' Z 3 4l 1111 llll11111411iid ii1 i liiiiliiidaii iiihiii imh il iiIiiii1 IIlIi!!LLi ilhui1iiiihiiiliiiihii 1iiiihi t!iiliiii1 MS DES!CN AND /OR `.PEOfCADON , S APPROVED APPROVED BY DEPT. DATE CNEO(EO £NOR.. J. BURKS O+ECRED APPROVTD APPROVED 8 -2 -91 ACCEPTABIUTY C YA7:1 -Y J. BURKS LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION 7YPE FLOOR AREAS: BUILDING FOOTPRIN BUILDING GROSS FIRST FLOOR BUILDING HEIGH T STORIES OCCUPANT LOAD: 1ANDICAPPED REQUIREMENTS FIRE PROTECTION EXTERIOR NON -- BEARING WALL STRUCTURAL FRAME ROOF SEISMIC ZONE WIND LOAD SNOW LOAD VAu. - w8IITU 8 -2 -91 ORE CODE SUMMARY FILE COPY I understand that the Pion Check approvals are subject to errors and missions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. • 2caCe' Date c Permit No TITLE SHEET STRUCTURAL MASTER D.C. TUKWILA 1988 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKW1LLA GROUP M, DIVISION 1 TYPE II, NON - COMBUSTIBLE, N 233 212 212 15 FT. 1 1 BARRIER FREE UNPROTECTED UNPROTECTED UNPROTECTED 3 80 MPH EXPOSURE C 25 PSF n . '' CITY OF TUKWILA APPROVED AU.. 6 1991 tip . I BUILD NG P (VISION SNEEf Al AB NO RECEIVED . ITYf1FTIIKWILA AUG 1 4 1991 PERMIT CENt €fi LAST REV9ON I SYUDOI DATE 910328 -02 Yk! 2.x2, x ( ANGLE Wt-0 TYR ALL COLUMNS TS 3 x 3 x 5//6 (Ty p) 3x3x //4- Pi_ ■••■•■•■•• • . , . • • - • • • it= TYP ' . • 4- 4 3 BARS EAC H WAY (Ty p) 1 14 1 /4 TYP • REVISION .1- BARS Q EACH WAY r • -- ••• • ji (.0 COLUMN DETAIL SCALE: "2. e-c," "7 BY APPROVED SECTION SCAL 1" OATE • 3 MIN. COVER (TYR) g " • .' • 12 )( 12. x PL REWSION # 11 • ; r- r.. If -6 i/ SG21 (TYP) PROPOSED CONCRETE PAD EXISTING WI4 x38 — BY APPROVED EXISTING FOOTING (2) PIS ///:":—_•/ EXISTING CONCRETE PAO EX/STING 21-03 BC/ILO/NG DATE AdirdarA FACILITIES DEPARTMENT 15 Att I Y. EXISTING STEAM GENERATOR SCA LE : Y. e—o" O AUBURN, WA. 98002 O EVERETT, WA. 98201 ID KENT, WA. 98031 O PenTLAND, OR. 97220 O RENTON,. WA. 98055 SEATTLE,' WA. 98124 SECTION. SC A L E! I"= 4A SPLICE G" FILL W/G r - # 4- BARS @. 6" 0.G. EACH WAY • lou APPROVED BY DR ACCEPTABILITY W BY DEPT. .DATE THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED 17 MI SUB GEN ERAL 5Evc228- A L. NOTES CODES AND SPECI A. UNIFORM BUILDING CODE - 1999 EDITION. B. AC 1 - 316 SG BUILDING CODE REQUIREMEIVTS- FoR REINFORCE° co/cr . c. AISC MANVAL. OF STEEL. CONSTRUCT/ON. 0. AWS FOR VVE LC:FA/G. 2. DESIGN CRITERIA SEISMIC - ZONE 3 , L/E3C wily() (cts) — 80 MPH SNOW LOAD — 2.5 P$F 3. MATER IA L 5 A, STRUCTURAL SHAPES AND PLATES .SHALL BE AST M A-3G OR ATM A --SL:x:> p/z< , 8. ALL FABRICATION AND ERECT/ON SHAL COM PLY W TN A ISc SPEC F/C A TIONS. C, 'LL STEEL. MEMBER'S SHALL 8E /t/H;V 0/V: SHO P' COAT OF - APPRO VEC) , ?NT: ' 4, CONNECTIONS ALL. CONNECTIONS SHALL. BE WELDED AS SPEC/ F/ EC, 0/v THE DRAW/N5 ' ANP SHAL. L BE PER FDA? MEL:, s'y r \A/.EL. DER s //v AC.C. O/ L7A A/C E /714 A I/VS' A/Sc SPEC / ICA 7/ 0A/5 E L E 7 °pas s'HAL 8E E -70 SERIES. 5. RE/NFORC ING S TEE L- REIN FORC I N G STEEL S/-IA L L BE DEFORMED BILLET 4o STEEL coNFORMIAIG GI GA S ' , NOTES • VERIFY ALL NECESSARY DI MEN S/O/VS /N THE P/L BEFORE FABRIC AT / 0/V 7 • A/VY 0/SCREPANcY FROM- DRAW /NG S SHAL 8040C/01i 7 70 rA/E TTEA/ 770 77-•/E E7vG /A/E . 2, .LL FOOT! NG 5 .'\NO SL AB SHALL_ E ON AJATu/TAL L4V0 SOIL . CONC CO/s4 PR E S lye"- STRGAIGT1 {tc, = 3000 PS i_ MIN. @ 2 6 DA S. r,11::::•• MINIMUM SL A B THICKNESS s = m /N1 GRAOE OF - Xi.s7 - /A/G CONCRETE SLAB. cm/ or..TUKWILA APPROVED TITLE STRUCTURAL MAST B LDING DIVISION 'STEAM GE NER ^TOR S RECS PAIKNDATION PL. AN 4, C.01... DETA " " • ••••.- •.- , "„'• . . . , RECEIVED CITY OF rciKwit..A Atiti 06 1991. PERMITCENTER $ 0 AE),9S104■1 svriacit 0 ,ATE BLDG 2-1-°5 COL; 1012 - j"••••,••`" • — er • AY . • ••• f• AMINNIIMINII, INN* 1_ __ 11 91:1 111 .. • , - ji t 11 • Ot 6 8 z. .0' 9 s z REVISION SU . TITLE TRL'CTURA I_ 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR 97220 0 RENTON, WA: 98055 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN ANDiOR SPECIFICATION 15 APPROVED 'TRIM CAP -. 2 x 4 x 4 ( R'r'ERSOW ) Wex 15 SUE3GIRT BRS -3E PANEL 1 /4 44H112 --14 HEX HO. SPC 15" o.G. MAX R-I9 WW1. L -3 LINER TION SCA L E; 3' 1' c" I" 0 'TOR SUc KL W/ R,H 4.L.► -t, NvvT$ 2 X 6 I8 GA CiALV. FLASHING (2) 2 x 4' W6x15 Lzxa x' /4 x TYP W 6 x 12. 2. x x2 "" l F4x2 � x 4 r , P., REVISION Wex I ROO W M. THO ONE END TYR WMPINIMIMMOMMOMMOIMINNIMMNIIIIMMOSMENNIMIMMMIt TY4 04x5,4 1' TNO. ROD HI[^TI Kv//K ALT TE EMBED. 4/4r" MIN. 4 C 4 x 514 SPACE APP. 5'-- O CONCRETE FLOOR REP 'TYP • SRS -3G PANEL R -19 FP. INSUL, - - 1N 14x 58 EXISTING SECTION SCA L E : 3 " - /'- o" TYP e SOUTH, WEST EAST ELEVATIONS LA W G x I5 .Z *Zx /4 h 2" EXISTING W I4 x 3B EXISTING 2I - BUILDING • i ili t r I .EI I. -I l , i ilr �i i r o TYP TYP W6 x 15 15' I" �I_�I �'i� Iiu •; i`illliE 2. 3 d L 2,c.2 c 1 /44 Fab 611/. 1 l N G PL A N SCALE: l� "4. R -19 RF. INSUL /4 iriibr ithIin P/R t IN 4A1-1112 -- 14 RAC HA SCREW s PC /5 "O• C, MAC, BL-36 LINER —. 13R5 36 5TE E L PANEL.. SECTION SCAL 3' l W15 N o.18 i61 <.... A ek Fas: it�M�rkf. x ''. Y `> •a ti,IIII 111il4 � Ii�l�il l/4 L-2x2x Yr/ x /5 Tyler T5 3 x 3 x 5 /16 'TYP (4) PLS MT.'O . ELEV. ro.s. E LEI. I4'- I ere " O 7 YP (2) pL.S FOR "CO HILT! IL A, BOLT, EMBED. 'WGxIS TYP NOTES W5 >c Z x 4(4 x Z" SECTION SCALE: a "= I -q BL%•v►uisioN Wci: I/ , T5 3x3x site TYP'' ALL W LOS SHALL BE IN ACCORDANCE WITH AWS AND AI$C SPEC PICA1IONS. ELECTRODES SHALL.. SE E-70 S ER / E" . 2. VERIFY ALL IVEC ES RY [>// E/V S/CMS IA/ 7H F /ELD X35 FORE . Fi4 f3 FP /C.4T /O/ /. a T S . ELEV, 15 DISTANCE -130 vE CONCRETE' GickA CITY OF IUxWIN APPROVED AU: WEL91 SHAY, $E 'CONE au BI.' W• CEETIFIED Utt Art> • Se 5P6a mpec 1tem U € .Ct •• s 1991 i 1, 0 AUBURN, WA. 98002 0 EVE R ETT, . WA. 98201 0 KENT, WA, 9,803i 0 PORTLAND, OR. 9 0 RENTON,' W1�: 98055 'SEATTLE, .. WA, 98124 Rf:CEJVEO ci7'y OP TI IK1AlII A' 'tub U b ItS:1 PERMIT CENTER w4 NO E;GI p1 G DIVISION `. ACCEPTABILITY Tins DESIGN AND/OR SPECIFICAtION IS APPROVED APPROVED BY DEPT. APPROVED suet LE TITLE SYMSOL IJJ 3 /4GA STEEL STRAP' V Ex IST /NG 21 -03 BLDG, 40 StJ I¢ EATi E4 T-IQ1v SCALE • /Z " //---011 --- 4O S J 14 REMOVABL E WALL SCALE : i1 P-0* �/2 ri REVISION .*....•a.•.111111.., 40 SU 14 STEE L GIRT 'o cR /4 STEEL STUD 40 CR /4 STEEL STUD 'zf GI!T EXISTING 21-03 BLDG. 4-- //.r.ZO (NC X 1 1-G HEX HO. BOLT A3O7 @ 3 ,"o,C• 4AHI12 -- 14 HE X HO. C 4 x5.4 C.7COR .JAMES 40 CR14 STEEL STUD • I SECTION SCALE: 3 "= I $ECTION SCALE 13` =/ Fa 19 I NSUL C4 HEALPEA I 1 I '''' . ''' ' 1111 ' 'I'Il � 2 3 4 r f i EI I I 111111111 iiiiiri 1116 i� IIIil1ifi I il�� 1FEIii i �rriI iu �I �� Ali Il��l� 11 ►�I�Ilr�il i�i�l �i i�� li �� iII��IIII TYP 3 /4 x / 44 FLAT 8 L Z xc2 DETAIL L SCALE; 3' P-0' ti _ 20 x 1 " L G UNC H.N. OLT A307 e DYP TYP C4K7,25 WADER X /2 GIRT p 34-0°K 7 ! QMETA L.. DOOR LZac2x 1 /8 zoo 4 4.4- CA NT CURB L.L. AROUND lr3Ul " L"T w UP FLASHING EXISTI DUCT it REMOVABLE ROOF LSE.TAIL. ��e v r.✓ r" � w. r ' ""'. ' 11- O r SEAL.A N T 3/4x .I.944 F" AT 4, Tv/a/c,qL Roo, PENETRA7'` /o/vs 70 c cws 7"/ U"C 7E1.a As S NO W 4' /4' SE C770 A/ 4 . 2 x 2 x ''/8 10 CHAR ' GA L/. COUNTER FLA. 1 -111 " IF'Y DIM /ON1i F /EL D. TE5 ALL WELDS SHALL 13g //V ACC •A WITS f1 W A/VO , " /SC SPCC / /C AT/ ONS EL ,EC TROOO".S S A 4 ,8.a E - 70 SEA /E 2;1 VER; - y ALL NECESSARY D /MEA/s /O/vs T/-/E F 0 se E- z3R/ /r n1,. C 0A/s7 T /WO PE: /VE7'RA AROf1/1/L7 /ST' /NG avcT, LOC AT /Q// re oeE VER! Fie EC.. /N s