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HomeMy WebLinkAboutPermit 5447 - Pavilion Outlet Mall - 2nd Floor DemolitionThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 5447 Pavilion Outlet Mall — 2nd Floor Demolition 17900 Southcenter Parkway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 7 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ISNP9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address DEMOLITION (SECOND FL00R/ 17900 SOUTHCENTER PK RETAIL TRAMMELL CROW CO 5601 6TH AVFNt1F S_ LUMPKIN , INC. 1201 MARKET PERMIT # Control # Suite O Tenant PAVILION Assessors Account # H Phone FOR BUILDING PERMIT ONLY SEATTLE, WA #LUMPKI *242BE KIRKLAND, W Approved for Issuance By: S Ft. Sq. • Office Storage/ Warehouse Retail Other Occ. Load 1st F1: ' 2nd Fl. 3rd Fl. Total Fire Protection: 0 Sprinklers ❑ Detectors Zoning (),- a Type of Construction Special Conditions 88 -307 (513) Phone 12304- 9061 -05 fr Zip2- 4798108 # 822 -4834 Zip 98011 _,7464Da te: i7/ /4 /a Fees sq. ft. @ 1st Fi. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 40,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #573 $ 350.00 Receipt #5645 $ _ 228.00' Receipt # $ Receipt #5-87 $ 3.50 Receipt # $ Receipt # $=== a $ 581.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [] Single Face ❑ Double Face [] Wall Mounted [] Free Standing J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HA READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORIWI4L 8 COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE ' OR CANCEL THE / / /// RO SIGNS QF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date (6— /Y—� Signed_ A LICENSED CONTRACTORS DECLARATION I hereby affirm that l am licensed under provisions of the Business and Professions Code, and nay license is Contractor (signature) Date OWNER- BUILDER DECLARATION employees, with wages as their sole compensation, will do the work, and the structure is not intended or lusively contracting with licensed contractor's to construct the project. Date__ lG — IY- ( ) i, as owner of the property, or my offered for sale. t,er) 1, as owner of t property, Owner (signature) in full force and effect. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /541 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address DEMOLITION (SECOND FLOW 1790Q_ SOUTHCENTER PK RETAIL TRAMMFI L CROW C(l 5601 6TH AVFNIIF S. LUMPKIN 1 INC. 1201 MARKET FOR BUILDING PERMIT ONLY er PERMIT # 5yc/ 7 Control (513) Suite # Tenant -PAVILION Assessors Account # H 1.521R4-9061-05 Phone # Zip 62- 47558108 Phone # 822 -4834 SEATTLE, WA #LUMPKI *242BE KIRKI_AND. Approved for Issuance By: Sq. Ft. 1st F1. Office Storage/ Warehouse Retail Other Occ. Load 2nd F1. 3rd F1. Total Fire Protection: © Sprinklers [J Detectors Zoning (),-- Type of Construction Special Conditions FOR SIGN PERMIT ONLY Zip g8033 / %4 /P6 Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd Fl. $ other $ other $ Total Valuation of Construction Bldg. Permit Fee Receipt #73 Plan Check Fee Receipt #5645 Demolition Receipt # Surcharges Receipt # 5673 Other Receipt # Other Receipt # TOTAL $ 40,000 $ 350.00 $ 228.00 $ $ 3.50 $ $ 581.50 O Permanent (] Temporary O Single Face J Double Face Wall Mounted Building face Setbacks: Front 0 Free Standing El Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDUNtU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAV GOVERNING THIS TYPE OF WOR VIOLATE 1 OR CANCEL THE Signed READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO SIONS QF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date /is— (Y —bI LICENSED CONTRACTORS DECLARATION am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date I hereby affirm that 1 Contractor (signature) OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the offered for sale. 1 I, as owner o'f thle property, 0 ner (signature) W Qw,..c work, and the structure is not intended or 1usively contracting with licensed contractor's to construct the project. Date / ° -1Y —Wr CITY OF TUKWILA Building Division 6260 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ,"Type of Inspection ' 7 :7 c7i,/ Site Address /7(90 �ocic`ic`�i?�Yx- INSPECJN RECORD PERMIT # 5yV7 Date MArg Date Wanted O 7 Project ci% © ,c)5,e/i /mot, Requestor Phone # a.m. • Special Instructions Inspection Results /Comments: - arsranr...zirr lir r: Inspector Date /yam CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address / 7fe%d $�G Requestor r/v,eilac K Special Instructions g rfro/'7 /5/1—#41/21.42.. INSPEC(..JON RECORD PERMIT # ' -<-/A/ 7 Date / /-/J e5767 fL. v�Iru1 .}= r.Fere.7p'M.>.`;i: {Yk'. Date Wanted /' 2/ c57c a.m. p.m. Project A0.-%1W vt/ Phone # Y' /O -7.1d'7 ee'e, f- Inspection Results /Comments: (e 70 1;!%o71 � SeoeCe/ i /r4 e4,i :z"- 0-71 /!/e // n� Inspector Date ,/ / /.2 reP"• CITY OF TUKWILA Central Permit System j. Control No. h - a `7 Permit No. 5>'''` FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ,Z1 Fire Dept. ❑ Police ❑ Parks /Recreation Project Name Address Type of Permit(s) f, r / This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. J This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date This project is approved by this department: A 'Y �...., :2py �y ice•, ,'r .-. ' f Authorized Signature j 2 7 .7- .� 2'7 Date CPSForm3 1 • •i i1 OTTO ROSENAU & ASSOCIATES, CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 Seattle: (206) 725-4600 / Tacoma: (206) MOM= 627 -4477 STRUCTURAL STEEL FABRICATION & ERECTION PROJECT: Pavillion Mezzanine Remodel ADDRESS: 17900 Southcenter Parkway ARCHITECT: CONTRACTOR: Liimpkin Construction PERMIT NUMBER: 5447 JOB NUMBER: 88 -293 ENGINEER: INSPECTED AT: Job Site INSPECTOR AND DATE INSPECTOR'S REMARKS G. Hill 11 -17 -88 Inspected welding performed by empire welding in accordance with drawing sheet S1 and attached related letter. WABO certified welders, Ryszard Szczepaini ( , 4 -1 -89 & Rodney Seltveit ( , 7 -1 -89, used to accomplish work but were not on site today. Welding found to be satisfactory and in accordance with approved plans & specifications. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public record for viewing only, not for personal or finacial gain. ("( _ _ • H i., E `HUNT & JOINER, INC, ill ' C O N S U L T I N G E N G I N E E R S , .2; 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206, October 11, 1988 Mr. Bob Benedicto City of Tukwila . 6200 S. Center Blvd. Tukwila, Washington 98188 RE: Pavilion Mall Renovation Tukwila, Washington H &J No. 88107 Dear Mr. Benedicto: I'' .,fir' --� (OCT 1 21988) As per our telephone conversation on Monday, October 10, 1988, the top gusset plate at Its connection with the new T56 x 6 x column, as indicated in section 5/S I of the structural drawings for the above referenced project, should have a minimum length of 6 ". The gusset plate should be welded to the column on each side along its entire length with a Yo fillet weld. The top chord of the joist girder should be welded to the gusset plate on each side along the entire length of contact area with a 3/16" fillet weld, with a minimum length of 3" on each side. Similarly, the bottom gusset plate should have a minimum length of 4 ", and should be welded continuously on each face to the new column with a Y4" fillet weld. The bottom chord of the joist girder should be welded on each side of the gusset plate along its entire length with a 3/16" fillet weld. All welds should be performed with E70 electrodes. Drawing sheet SI will be modified,to reflect the changes described. If you have any questions regarding the matters addressed, or if additional information is required, please do not hesitate to conta :t us. Respectfully, HUNT & JOINER, INC. 71 ,41,hon A. Piw/ by Stephen A. Dial, P.E. Principal SAD /Iv cc: Mr. Gary DeVleer Mr. Ted H. Lu THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. All permits to be posted at job site prior to Start of any 3° When Special Inspection is required either the owner, architect or engineer shall notify the TukOila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies Of all special inspection reports shall be submitted. to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 4. All structural welding to be done by W°A.B.O^ certified welder and special inspected. (Sec. 306, UBC) All construction to be done in conformande with approved plans and requirements of the Uniform Building Code (1985 Edition)v Uniform Mechanical Code (1985 Edition), Washington State Energy Code (19B6 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). 6. ' Egress aisle widths adjacent to demolition barricades shall be maintained clear of obstrUctions during business hours. 5. • 7° Demolition Work is subject to City of Tukwila noise ordinance; Chapter 8"22v Article 8"28°170 and Article 8,01�050" ' 8" Special inspection required for foundation e� `c�ncr�t, . 9. Any overlooked hazardous 'condition and/or Violatien of the' adopted Building' Code does not imply approval of such condition or violation. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor October 11, 1988 Fire Department Review Control Number 88 -309 (513) Re: Pavilion - 17900 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) 3. 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) 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) OTTO ROS•E.NAU & ASSOC RTES; INC CONSTRUCTION INSPECTION & TESTING i kov 7 1 988 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONSTRUCTION INSPECTION REPORT PROJECT: Pavilion Mezzanine Remodel ADDRESS: 17900 Southcenter Parkway, Tukwila ARCHITECL Hodges & Assoc. . CONTRACTOR: Lumpkin, Inc PERMIT NUMBER: 5447 JOB NUMBER: 88 -293 ENGINEER: Hunt & Joiner INSPECTED AT: Job site INSPECTOR AND DATE INSPECTOR'S REMARKS B. Bellew Inspected and approved the resteel and forms for new construction footings 10 -27 -88 at exterior column on building line G at line 5 + 12'. Resteel is grade 60, as specified, from Northwest Mills. cc: Owner. Architect Engineer 1- Contractor 1- Bldg, Dept. October 11, 1988 HUNT & JOINER, INC. CONSULTING ENGINEERS 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 Mr. Bob Benedicto City of Tukwila 6200 S. Center Blvd. Tukwila, Washington 98188 RE: Pavilion Mall Renovation Tukwila, Washington H &J No. 88107 Dear Mr. Benedicto: 1 i OCT 14 1988 As per our telephone conversation on Monday, October 10, 1988, the top gusset plate at its connection with the new TS6 x 6 x Ya column, as indicated in section 5 /SI of the structural drawings for the above referenced project, should have a minimum length of 6 ". The gusset plate should be welded to the column on each side along its entire length with a Y4" fillet weld. The top chord of the joist girder should be welded to the gusset plate on each side along the entire length of contact area with a 3/16" fillet weld, with a minimum length of 3" on each side. Similarly, the bottom gusset plate should have a minimum length of 4 ", and should be welded continuously on each face to the new column with a Y4" fillet weld. The bottom chord of the joist girder should be welded on each side of the gusset plate along its entire length with a 3/16" fillet weld. All welds should be performed with E70 electrodes. Drawing sheet SI will be modified to reflect the changes described. If you have any questions regarding the matters addressed, or if additional information is required, please do not hesitate to contact us. Respectfully, HUNT & JOINER, INC. s71tep/,e,' A. P/N/ �y 1/-N- Stephen A. Dial, P.E. Principal SAD /Iv cc: Mr. Gary DeVleer Mr. Ted H. Lu it/-a TO: FROM: DATE: SUBJECT: Clic of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM q-kp Calit4ornikaAr Died 04- 4-1,u u#- ut.+ivc , .du o. (2/4) S23 - 4 I q 7 --Vailaselzid 7524%0 c ,�hrQc1� 40 roliAtvik. - / " ; : 4.0,au .�.cti, 4tiu4ru .i� AiLt . Qndur cr - 22K • A(nuueA upon► 44a, ou4.. .E7 ,11.(Ifixbd tatiL s ' mAdtzd 4 4,0tirxi, .ec Ja.44 off - 61 04. W( a,E- i6 u)dif ›Scteku) tie oWbikehtuirti AiCtAlitatted /04:112,, (10 /T2.MEMO) CD :_' T - 1 '2 - scs 1_s W E 3D .4 October 11, 1988 .c • . H 1_I 31 13 E •1]:: O.HUNT & JOINER, INC, CONSULTING ENGINEERS 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 Mr. Bob Benedicto City of .Tukwila 6200 S. Center Blvd. Tukwila, Washington 98188 R • Pavilion Mall Renovation Tukwila, Washin.to ,r o.8SrO7 Dear Mr. Benedicto: As per our telephone conversation on Monday, October 10, 1988, the top gusset plate at its .connection with the new TS6 x 6 x %) column, as indicated in section 5/S1 of the structural drawings for the above referenced project, should have a minimum length of 6 ". The gusset plate should be welded to the column on each side along its entire length with a 'a" fillet weld. The top chord of the joist girder should be welded to the gusset plate on each side along the entire length of contact area with a 3/16'! fillet weld, with a minimum length of 3" on each side. Similorly, the bottom gusset plate should have a minimum length of 4 ", and should be welded continuously on each face to the new column with a'la" fillet weld. The bottom chord of the joist girder should be welded on each side of the gusset plate along its entire length with a 3/16" fillet weld. All welds . should be performed with E70 electrodes. Drawing sheet SI will be modified to reflect the changes described., If you hove any questions regarding the matters addressed, or if additional information" is required, please do not hesitate to contact us. Respectfully, HUNT & JOINER, INC. 7i4phen A. Pew/ 6 Stephen A. Dial, P.E. Principal SAD /Iv Mr. Gary DeVleer Mr. Ted t-i. Lo c 1111 Ety-,1 II ,Y I.. i • 1 • • TRANSMITTAL OCT 1988 LETTER AIA DOCUMENT G810 '.,l i•'r rat• •� •.,. •: ,�1. ;, Fy HODGES & ASSOCIATES architects planners 13642 omega dallas. texas 75244 (214) 387 -1000 PROJECT: LI (name, address) TO: CI"T -`( cp !✓ TC� IG I.-1 1 l -,% (PaocD �'v IOW ► , 1� -It-1. 1 )1 ATTN: %n © Z G?o WE TRANSMIT: herewith ( ) under separate cover via ( ) in accordance with your request FOR YO�1R;, ( approval ( ) distribution to parties ( ) information ( ) review & comment ( ) record ()it use ( ) THE FOLLOWING: ) Drawings ) Specifications ( ) Change Order ( ) Shop Drawing Prints ( ) Shop Drawing Reproducibles ( ) ARCHITECT'S as PROJECT NO: Eb 2 1 DATE: �O 1988 If enclosures are not as noted, please inform us immediately. If checked below, please: ( ) Acknowledge receipt of enclosures. ( ) Return enclosures to us. ( ) Samples ( ) Product Literature COPIES DATE REV. NO. DESCRIPTION ACTION CODE cTCo% ( 1 uJ/ F4 ACTION A. Action indicated on item transmitted CODE B. No action required C. For signature and return to this office REMARKS D. For signature and forwarding as noted below under REMARKS E. See REMARKS below COPIES TO: (with enclosures) 0 0 0 0 QUESTIONS? CALL 800 - 238 -5355 TOLL FREE. lc ,V'From (Your Name) Please Print Gilbert Jordan Date 10/06/88 4* Company HODOES L. ASS$OCIAT`IE'S Your, Phone Number (Very Important) (214 357-1000 Department / Floor No. Street Address 3r36'*2 OMEGA City DALLAS , State I ZIP,Requlred For Correct Invoicing ix .1 5 2 4 4 W.TUR BILLIN6,9EfERCEffORMAT /0N (FIRST 24 CHARACTERS WILL APPEAR ON INVOICE.) AIRBILL NUMBER ?J. 4'8 i 821176 To (Recipient's Name) Please Print Robert Benedict* a-- Company Recipients Phone Number Nary Imponnml Depa t/ • 0o3 —. CITY OF TUKWILA, . Building Division Exact Street Address (Use of P.O. Boxes or P0.0 Zip Codes WW Delay Delivery And Result In Extra Charge.) 6200 Southcenter Blvd. City Tukwila, WA State PAYMENO No Sender '❑ Cash SERVICES CHECK ONLY ONE SOX ❑ Bit Recipient's FedEx Ape!. No. ❑ Bill 34 Party FedEx Acct. No ❑ Bill Credit Card Liens. rTiT a t «'',44^..-2. DELIVERY SER ICES REQUIRED NO 1 ❑ /WS i ey 6 I—, LEITERBNT ewe Tour P.ch.ens ►purr''scx.prgl OVERNIGHT DELIVERY N" ttw- 2 doUSING OUR PACKAGING Courier•Pak Overnight Envelope* tr•x 15v," 3 ❑ 21K TBox3,• A❑ r',Trerrpht Tab- B ❑ 4 38 "x8 x8 xo ". *Declared Value Unit $lot. •- STANDARD AIR 5 ❑ D.econd Wales dray SERVICE COMMITMENT MedrlTY 1 • D.nerr r.Nra,i.d Indy rd maws ma11M r� *imams a-y two t a ma. OW... d 11V• dslenlrYi r aids our pnwy.rvw aide 61ANDA7a) My • e.a xy r gnr.N nsr lxglnMs dry a mar rW awn Neon buaW dry amry Melvin al mcmtxnrw ash a er a.asan r aMao out pn)s)y torMw ae.. MOLD FOR PCK•UP - (Ha ne.rxanwryro 2 El , OEUVER WEEKDAY, 3 DELIVER SATURDAY,leewuwo* j� 'DARREROUS OOUDS 4 L.1. IP.l at exendr�yw Pac..p.. aryl' E»e aewpy 5 ❑ CONSTANT ford UN CE Staff (CSSI. e. ❑ oRr lcE Lai 'OTMER SPECIAL SERVICE 8 g CA1uMBAYPICK -UP NAM awpy 10 PACKARES WEMME t. C1�A Total Total YOUR DECLARED UAEUE Silt ZIP Street Addross Zip Required 98188 HOLD FOR PICK -UP AT THIS FEDERAL EXPRESS LOCATION: Street Address (See Service Guide or Call 800.238.5355) Federal Express Use City State Base Charges ZIP *Zip Code of Street Address Required Declared Value Charge Emp. No, Date Origin Agent Charge ❑ Cash Received Total ❑ Ret un Shipment . ❑ Third Perry ❑ Cep. To tax ❑ txtg To Reid Street Address At Regular Stop 2 0 On -Call Stop 30 40 Drop Box • B.S.c. Station • • Federal Express Corp. Employee N0. ( '71 '1 L Sander 1 IWeiee Federal Expw lo daavr c1 t. d8 ilhoutobt rang deliwytdpnMxe ad shell kidaaey and add haneeee Federal E+pr� tram wry cans (Wang swats n Release Signature Dar /TMne Vr Federal Express Use Received 3E X• Date /Tim Receiv Other I Tote Charges Y t' 5 1194c). - !' tt; is J f R 1 OCT 71988 FedEx Employee Number (A1 • ft 1..j;•• ;111. PAI)T 1106001 REV 5187 PRI TED U.S A. SRCE �OJ7I ORDINANCE COM IIANCE - PLAN CHECK PROJECT: 1= 4ILl0N -- I -1900 '5.O Grk C14AzLl =,S 1- toc6C -S '2(4- "1- 100 The following corrections and /or clarifications are required to complete the plan review. Sheetiot 1 Date: 10 -6-ES I. ! Et p 1 NS -114-47 C- oFF &I RDE2 -MOSS ■-s 1--e) TArk Fx @. "50Oct) POD kTIONA-L. U3EUA AV dtcmM Mervww- v -PerI\ L. o 3/4 LL)EL3Z) .5 0/01 1./N-R19101\15 "rep L U. • T o Lv TAE `fitgtv1 6F t-iuNT4 JOIN E12 N tir `-te' i mes i4La 4 N)a Tilve NE c 4QpiAti 40 SO0'1■12.0-1 ORDINANCE COMLANCE - PLAN CHECK NL.'ES PROJECT[aUILION - I1OO o.CTt2 sheet_iot 1 Date: 10-5-83 * 08--509 b 1..v A OTAN G1-146,121.0S44,0TX46S_ -Z14-387^ WOO e-1. OCCUPANCY GROUP N.c. 2. TYPE OF CONSTRUCTION NIG. 0 3. LOCATION ON PROPERTY 4. BLDG.HT./#OF STORIES N.c. -61bv-G\ 5. FLOOR AREACEU.L qeDUM...t4PIR:=2- i0f 6. OCCUPANT LOAD -40VLIC65-0 201) r-4202. 4:31 ZS Oct-40401S ett-;2-• DETAILED REQUIREMENTS ef-7. OCCUPANCY 14•C. TYPE IF CONSTRUCTION H'C' 09. EXITING-CtIZE-IZESirrit TIZMOSag=Va0a:E-EUM-. UXIMiilteanigeO 010. CODE REGS. 11. ENGINEERING REGS.& REOMTS.1-5-1e-PitsiC 'VFECrET:). V0,44, 'De5tAt4 OF 14Mt.) COLUMN OT1 Nc 1,23€1 91.2. COMPLIANCE W/ W.S.E.C.S.41• 013. COMPLIANCE W/ CHAPTER 51-10 W.A.C. I\LANI HUNT & JOINER, INC. CONSULTING ENGINEERS 4300 N. CENTRAL EXPRESSWAY • DALLAS; TEXAS 75206 September 26, 1988 Mr. Gary DeVleer Hodges& Associates 13642 Omega Dallas, Texas 75244 RE: The Pavilion Outlet Center - Mezzanine Revisions Tukwila, Washington H &J No. 88107 Dear Mr. DeVleer: Hunt & Joiner, Inc. has reviewed the structural plans prepared'by Jack A. Benatoya Company dated January 29, 1982 for the existing mezzanine framing in the above referenced project. From our review, we have determined that removing a section of the mezzanine floor between column lines 5.5 and 7, and F to H as proposed will not affect the diaphragm action of the mezzanine in distributing the lateral loads to the perimeter and interior shear walls. If you have any questions regarding the matters addressed, or if additional information is required, please do not hesitate to contact us. We appreciate the opportunity to be of service. Respectfully, HUNT & JOINER, INC. Stephen A. Dial, P.E. Principal VW /Iv SEP 3 01986 Num art. HUNT & JOINER, INC. CONSULTING ENGINEERS 4300 N. CENTRAL EXPRESSWAY • DALLAS, TEXAS 75206 September 26, 1988 Mr. Gary DeVleer Hodges & Associates 13642 Omega Dallas, Texas 75244 RE: The Pavilion Outlet Center - Mezzanine Revisions Tukwila, Washington H &J No. 88107 Dear Mr. DeVleer: Hunt & Joiner, Inc. has reviewed the structural plans prepared by Jack A. Benatoya Company dated January 29, 1982 for the existing mezzanine framing in the above referenced project. From our review, we have determined that removing a section of the mezzanine floor between column lines 5.5 and 7, and F to H as proposed will not affect the diaphragm action of the mezzanine in distributing the lateral loads to the perimeter and interior shear walls. If you have any questions regarding the matters addressed, or if additional information is required, please do not hesitate to . co_ ntact us. We appreciate the opportunity to be of service. Respectfully, HUNT & JOINER, INC. c Stephen A. Dial, P.E. Principal VW /Iv RECEIVED CITY OP TUKWILA SEP 301988 ammo i. TrammellCrowCt any 5601 Sixth Avenue South SEATTLE, WASHINGTON 98108 (206) 762 -4750 TO Lam% 8M-PW-4C) % e5,L.Ain &, uv_LsoLL.p. _ WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ttached ❑ Under separate cover via �7 r� �}�}� (� LETT OF ll RANS BTTAL DATE '1164a ATTENTION JOB NO. RE:, +1..itcmt--4 :Prints ❑ Plans ❑ Samples the following items: ❑ Specifications ❑ Change order ❑ COPIES 'L DATE NO. DESCRIPTION , k..14:3Earr- n.- U1-9/tanea— itSlitCAA•EGOD THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution — ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US tnaLdS c E e eLL tan) 4112elee) UlDtAktia. e3tD COPY TO fsZt-9eges\lont-- 1 ‘taleir:14=1JES' =. SIGNED* If enclosures are not as noted, kindly notify us at once. CITY OF TUKWILA Building Division 6200 Southcentngtooulevard Bl�" DING PERMIT APPLIC TION Control # �" q (206) -433 -1849 I .19orl# Site Address I141ao G -►t �? 'R�Ay Suite# i Project Name /Tenant P Hitt -tot -I Valuation of Construction 1401000'2- Assessors Account# A4 35 Z3 4. -- 9O6,1 -- o!E5 Property Owner T M mot-- C .° (70, Phone 7 ro'L - L}-t -s-rn Address col /o'er' 4\1 • S. / !j ---4.-Tr 1.--, 1,4,14., Zip late, E5 Applicant 1434.& tmL1- CcAtkl Co. Phone 14,2 -41z30 Address e57.01 61E5% S. Zip .18 t ©e`3 Architect /Engineer 4- 6:4 '�- c... -� , LU fir• Phone Address 13(042 0 Mme-/ p�►1-1-06. k `X/ 1e5244 4 - i �« .� ya ,v° Contractor — �' (,ur„�, �;h Ji cense# �}_;�, Address /20/ � /,_ Zip 2.14 Se -7. iced, Phone S22 ydw Zip F6'0.13 Class of Work: El New [l Addition Tenant Improvement [] Remodel (residential) [] Reroof 0 Demolition Interior Demolition [] Other Describe work to be done C' ' 4RV- --I \e` - c r. © t►. -S a I t uale-b P-0 p t1..'3 A' p Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space Building Use Will there be a change of use? [] Yes ?No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [l Yes a No If yes, explain F - Cax5t -e 1--tr>cl U ve OLS. '. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant/Authorized Agent (signature) (print name) -e-1 t, —V l ,11• © \k Contact Person (please print) G4-4- 01ec4'Dpe:07 Date 9(2466' Phone 2,1 4, ?Si tcxoCO FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other r*New construction only OFFICE USE ONLY (000/322.100) $ (000/345.830) (000/386.904) (000/386.907) ( ) TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION FLOOD USE Occ T . SI.FT. oc0 AD USE Occ T .355000 Receipt# 5 ,573 Date P a i d / -2,9S. 00 Receipt #,5'(pc / J Date Paid 350 Receipt# sg 73 Date Paid /,0. - Receipt# Date Paid Receipt# Date Paid T3 ..•SD (OWES: $ .3,53,550 Square Footage of Entir orc S .FT. LOAD USE U T Building: FT OCC TOTAL Ss.FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT BLDG TIRE PLNG 0-3166 10.3.86 COMMENTS Approved for Issuance x ► Type of Const. To Mahan: 10- t'o -8$ Approved (Initials) Fire Protection: p Date Approved: IQ- ‘2.-0.45 Per letter dated /i/ - /e /-- -".,,1 rin lers 0 Detectors �� j pprove nitia s O BA ■ L' 1 U Zoning Setbacks: N Parking stalls required for: Site Parking stalls provided: Site ADDITIONAL PARKING STALLS REQUIRED: E W Tenant Space Tenant Space PWD Approved (Initials) Per letter /plans dated - -• AY 450St 2 TEMPORARY PARTITIONS ••• t.••••••stti; efGittli14 AT THE vottn;*EsT 404144 OF $416 KOritifitST`0481.1164""" soouvt.t., 0.:piveza.,::;,,:so:.ogAt.01;141,4$41twf•41:4frYTIi,, • $A19 #401161-43VCAU‘AV4t OF TAT frrOoTtITT.sr oiooTitte* IsIxr .0, , • „ PITT To Tot 110*,T;; %TNT or i14* souTir *so TEETr SA, ror ,NtrST Ovally 117..S0.51, WEST'ALCFAC SAIO NORTH LINE A 0 simat GP %T.; T- , '• ;".-; • . • 1.10E10 toET tAsTTAI,v OF THE GERVERt1HE SOUTudeETER ; from systi *.firsifoe 5%qm; ..THET4cE -SOuTtr 1,7 SV!)3" EAST ASTmc SA10 • • tletf A oistoce OF 3T304 'COM '10EIGE SSC% A Curtva mr./K 410T es-NOToO A • RADIUS Of tol.zic •Est., ArtA K rre DiSTAE Titvio FEET 11400Est A. • CTISTRAL s's41 'Of 1Sk5094" To * Sa‘trey NORTIORKY ef THE GEntERLIREJSr ,SINTH•14011. STREETS Isenot SOuTr. ar,Sorosr, SAIO LIPA giSTANCE OF ST*.To FEET To' s'tirre Tut..TO-fen IITST EAST LUSi OF SATO oollTroftEsT Ote,fTert OF THE reo*THE*ST Outollt QV S4I0 if( Taos as; T•terfc•sotzto 1vostr)90.4AST i OISIANCE Or .043.00, PIfl. 10 s • rotor soons •S1,59•• . NEST 3940 Pin FROM THE SOVIWIOSTe$G$04ER OF HE TRACE GE Loo EGR4vEy.E0 ID aftuti 4,HE CA.*, ET,AG, OY OEIHSREGOMO *HOER REGQRONO NO 'F2O5IOSSIA THFInf .100FN,111.1O492*,W1)7 13'.. 6,40 ig en 11414SE•HORTH Or SToTor4 4*ST so.Oo ritTitTir NCI AMU, ft534F9' WFIT.at ofsTr.uce Of L8.99 Fl 70 * roue 740.1G FEET ILO or -114 wTs1 1r A °IC! AKA OF.-20T.To 'try TO ti Ftatt141- LINE , LINO IHE•HORTHEAST -WARIER OF SAM S.EGTIOK SS: Tittigf 'SOT • sop, o FEET OF' SA i0 11011/1teiffe1 OteletTea 014 rittarroptit AtTr+fr VIEFILE NORTH 17•50.00, MIST A DIST AKE Of )40.16' PigT TO Tilt ;PM TOGETHER WITH A Htwi•exttAIRE EASEHEi.1 FOR. 11.GRESS AHD EGAESS ORE* ARO "ACROSS STFIF OF G*110 SO FEU WIDTH OSSCRIDED AS PORGOtift • SKINHISO ST THE TOOTHHIST coViiii Or THAI ce4TAIN IA i igtro toovirto TO,i116 COSFO7ATION 111" OM REGORGED UHOEP•FECOR0140 d. 71R1001091 THEWS •ipsktie il•SS•02• REST A OTSTAKE Q At0.70,SEEtk * .THGHGE SouTH ot•11,,sr WflLP&ALLtL 10 AR110764 OW HEST; A OTS1ARCII OF 50.00 FEET: 'MENACE SOUTH tilsS200E" EOM 'A OISTAHG‘ OF 9S0.70 FEU TO PIS HEST fastGui AHOCRER.fARS. HESTI THCRCE NORTH 01' SI •39^ EAsT,44,o• SAID WEST Railcar) A'01.STANSCOF•010.400 MT, TO sta••soorlivt$1 clasiviu or saw lu-CY.OF LAND te3.111W ID •11 RAEOROTHO WO. T11110010,4 THENCE MASH or's StITaw-irtsr Ar017:-Trylourpc- t-twe-Or --Ss10-44.404 -0E-7".A.R.04.,,.0.4SIA71“ Of 210.00 rfq, TO 1HE P0110 OF SEGIumMO. 4,; • tt. ---••••—•••sitoRHAins" • ; •.;,. • .:• --- k4W * mAatar&i ts4Aix‘NALit•A ps Le. • w vvrnA- ic-4,s1vsLe. 18/4- tre,..As -1144“ Mtt,limutA -6.1-loc014 AT • Ac..4-k.-^1S1) t e, .LA `FA.1?-calot45. GmLie2Trie-- 0 .)et4,re.,= C'-- Frz64-lifs* t:- c.. COL 1"r o: i=serr'SmotA.n.RfforsiA;. • , , , ••• • L' , 7to' •4' • „ • .477;t, r",N ••••••'"*". •••••••-..•-". ' • '•••• .• • „„ , 4 • t ,t ^ • • , T ' 0 7:,`.■ ; , IL ir '3(21k • • • ; • • • . • "„Y . , • . 4';, ' c' :., :• . • ■ .' • , e-' .1..,"..:..,3,,e''1:',1-..A.,-,,',.• . -?k..k. i • - ...i .?; . . , '':•,".,, ,1 ' ' • ' -, •, . , • , ■ , •••• . I • -: • -: - c.,•„....;is. .•;,:;.•..-::-.;!.,; .;. ,, : . ,s 43citi.z(-=•,ie` ',......---.. ,!•=,...-, J ';'' ci.,:s ‘ .'''r'..';,-,-,'''' A ,..-'.i . ' • .'. . ' -, ,. ...- ;■-,4').;-.Ze.4./.'..' . • . •• I .' - .. - ' '''','•' :...' ." . ''',.;. • • 1 0 0 • .\\\\ [r' 1 2ii 0 ••• r 4 •• /1\ •^- ••••- •••••- 72.7. = 0. 1 0 P - • c M. 7 • 4 1 • , „7..• • , 64' • ' - • • CITY OF TUKWILA APPROVED OCT 1' 1 • -• BUIL I I protect 382i • amesamacialarommor drawn date 0.0 welS 111111311F4PNCOMIR1111121011181111201,1022a revisions, • .; 0 0 tJ 4 • OOR • s ' • • , • .4', ' ' •• 34, • • • • ' • RE109:44b,••A• , . . . , 1 , 7 Orty ,i,,,.. ..J.? ).. '11;;$ ';'.. '• I. ' • r ' ••■ In. AttIA01 ...*-.... , ' ..• ' „„„ ' .111. • r/Pw • ' •.;.1.. l• ' - t • • ;47:L. s• • • i• 's • • • e 4.44'-'uTeakre-'ey , ' • • I, /.. c . • • ;'t ; 5°::'.C.14 • .",,,:to■i. ',4 ' I- a AF 65M! • M� • .r 1 0 i U JET t^a(I1Tle�lf� dal- L)-1.A4"1 _ coy C s1- fry+ -ip) 11,4,11. TO 1 SA {VI r— 1'I 'P-111•4 (.. 7NIG . E X .•=1 4' -rlaa ..■• -.:. Ob 11 i rs; COL. .J= .MI •0nl ✓1*Nee et)>; r3 'r-pm 8 14-5r u4 1.4p•r=i v 1.154 -1 lr x U xort- t..l /col,l1-l'x Fe, r =0p 5..x16,1 1,1& �li2l r2- I•F' axivro -ld I s i,.lty ww�- xrlr�� .Js'C t20542- _- ro t338. ELC> COI" 1 4 LJt7 1lIr'1 V`t I Pr ,11/ acl m'14&) I x c4 .iti& XItj•i14 r { TTwye.• 401 10 >< • rt F 1 04 DETAIL ilk„ „• Ii.ndi • .• (t) • 0 IN it, FoL.aot24 Lvv at -t ) • 03 DETAIL 1 lr2a - i'_oti 1i :A 1 4.71 AP 'l..413 • 6,I t:A r 868 M.- cot, .d T 1 • -+ V''f i I+i! cot40 1 :14Th p XI' Tu E!i �I_•�i3 1:;;.. AVT6t....V..' r4 . c 44 MX 140 1-1c,, -.7.r ...r �7talu..? j l Naktt f�'• - tea , CITY OF MO RA .A APPROVED. 1988 rr. p cl aw_n a date- oppoomestowasssiTiammatasmion revistpris 1 • ii 02 DETAIL T .40W•y0 17.. t/'.s4,;rt^ iher.RL7.'/.4LL:Y•rl%4.V.4MLi1. Willi telt O' i# 17OLL 4fr Al:'! ld•:: tx4w aSedt✓•,41,......yro.„....,.,:, 'a'11p.+ti.:. - s: 174.111 bi.IS.w.+t ,i.r.'.. , :• • .... r.. .r4••••••` •e elrolL... -.1 r,?.-✓.t.%ix:ein•%1Y. 11110,i t • ,,' -.. R.-- GEi.ERAI. NOTES Building Code: City of Tukwila Building Code Des' n Live Loads: Floors . . . 100 psf Stairs, Corridors, and Walkways '"^ -"` Roofs 25 psf Wind Load: 25 psf Seismic Zone 3 Structural Steel: Si. All structural stee! shall be ASTM A -36, except tube columns which shall be ASTM A -500, Grade B. 52. Structural steel shall be detailed, fabricated, and erected in accordance with A.I.S.C. specificctions. 53. All shop ana field welding shall be executed in accordance with the latest edition of the Arerican Welding Society specificationsr 4 1511 W, A.13 c„ sR r.F lJ��E+ -Tip: 'Q.• 54. Shop connections shall be welded unless noted otherwise. Field connections shall be as indicated on the drawings. S5. All erection bolts shall be ASTM A -307. All permanent bolts shall be ASTM A -325. Foundations: F1. These foundations have been designed using an allowable soil bearing value of 2,000 psf for spread footings in accordance with the original building structural drawings dated March 26, 1974. 2 /-0" / Oil / /1 0 / /1 Concrete: C I. Concrete work shall be executed in strict accordance with the latest American Concrete Institute Building Code (ACI 318 -83). C2. Concrete specifications shall be as follows: 56. All structural steel, except embedded items, shall be painted with one shop coat of rust inhibitive paint. ti ¢ Z A. s CZ a ILI 0 L J a Z 2 0 T v 0 IV • Ili :.e 28 Day Strength 4,000 psi Aggregate H.R. Slump A' J i 7. flft N' ,f,, fit U .'.Li f • wr3 j S Yr f N• WA Ps' r5 fX lax l¢ OV4 Ae..LocA7P- /47.4Axeitz.5 ef t ; r X/ /'/6 ;I4 / u/t/ "/ 5'A; /4// Al3ay kt \\ Remo v'e , x /sT. IG . 0 /17.4 /A/ L. VG . • x /s r/;%c' /4 T'R / i, %1 N/ 5A" YG. J f/ .5 A,t3o ✓e- --xs)/ ' /1I %"O ,& . L OfF/ 1 / 40, ra,VE Sn/,v\ \/..00/ . 6 LA .t TO ; i X /5\T/Aer A rik / O,s4 /1/4- o C7 A \O P /V i/V6 5 �i Portland cement shall conform to ASTM C-150. Aggregate shall conform to ASTM C-33 (H.R.). C3. Job site conditions shall be verified by the contractor prior to the fabrication of materials. Concrete Anchors and Shear Connectors: Al. Shear connections shall be Nelson fluxed shear connector studs or approved equal. Studs shall be automatically end welded in the shop or in the field in accordance with recommendations of the Nelson Stud Welding Division, Lorain, Ohio. Shear connectors shall be manufactured of C -1015, C -1017, or C -1020 cold drown steel conforming to ASTM specification A•- 108 -58T. A2. Concrete anchors shall be Red Head Self- Drilliny Concrete Anchors or Red Had Flush Concrete Anchors as manunfactured by the Phillips Drill Company, Inc., of Michigan City, Indiana, or approved equal. Reinforcement: RI. All reinforcement shall conform to ASTM A -6! `Grade 6Q. R2. Reinforcing steel shall be designed, detailed, fabricated and placed in accor- dance with the latest AC1 Detailing Manual (SP -66). R3. Except as provided in the AC1 Code (318 -83), all welding of reinforcement shall conform to "Recommenced Practices for Welding Reinforcing Steel, Metal inserts, and Connections in Reinforced Concrete Construction ". (AWS D12.1). t1 -161.:1 cat5E 0 (-1) Fits4 plum, t) „ r' NG ¢v" 4 >: "_ '° „ir, . Yc . T /" Ds A MErMt°esS Nor ,5f•,'!Nti' to$ C; .A f / r r , 11 0 fs�+ r $cox ate hoc CA/1N w 77- : .:off yy . : 5 A /4'2' Ci ,i %Y 2 rJ To 4.^ , y'? Il. C., G t :l; r /1f.�c•r . ti M !'i /ti, r,y • '•'L` .``Q . 5 y ,/ '" ~c' \\ • • ) / N . .J L 1S, tit DEMOLITION PLAN Scale: 1 /8°= 1' -0'° / I FIELD VERIFY DIMENSIONS & LOCATION OF EXISTING STRUCTURE PRIOR TO CONSTRUCTION & FABRICATION 'y : . ; ( ;1'41 , t ( . !/ (l� :w L /:a .J/ A4.C.. .. ' �• 4 r 0 // /Q -0 /_� ■ 2/ %0 -q ,6)( /57 J5%. e/AD4/c CiY b 1 .11 O 1 ,t 0 " 4 'ex l a r. I/4446R JSTS t l 0 ar • - M'6 ` + /1v c. • . ▪ • `t1 ..l Cif Qf Tj APPROVED OCT 1'2 :..:.re, . (1-) 4) a) -4-01,, tai oid co c) ".4 Cs It* r2 ..e.�,r.. -.... a..��....., I 0 • 4//,5 {T , �' ./_'ER T Bel o car ( Hone ,E-)‹ Gd/RoE R A 5 /T\6.0 .) /-/A/ 8/4v, Jsr, 0 r -; ,' _ r, Lv • , .wr 4.:.v' • • weatim FOR Tilt's 141MT4 301%4E R, ,...••••■•••.r..__r.+,.........•••••.••••a. 4.I..�,' J;� /d T f (./P Y. Jim ,4: , \ y project no drawn date revisions • •>. . •.'! .i. »1t Ji \�L5x 3 Alf CON,'..ti PEDESTRIAN WALKWAY BRIDGE FRAMING PLAN l I' ( / -'. f: AI i'i( 75 ; x r _: ( OCT 7 1988 +' , - A N i''/.c L:r Scale: 1/8x= if-ex G /f'i D R. Labe. dasealapano ( ,,v >4' kV S ohtotA • r tl� ..t N y../• Fn.VJn ^.+r.., n.s..rnn V.rewr rr �w.l: xvpvu :si,fAlSrnxia,2rs,,r:�..,...,. ,- x' rR-: w.,.... u1 ':as'w'YtiAYiM4d�tOSiYKSY:v -s,- i_lillI11111111111111111111 11111111111111111111111111111 1111111!1111I1111 11 11111 1111111111111111111111 07, F rr J ..per IIIIIIIIIIIIIIflllllll111111111111111111111111111�1I1�1�1111111 !1111111111111111111111111 400892111 „aft& TUBE SECTION SPLICE DETAIL sheet S1 of