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Permit D01-193 - BOEING #14-01 - REPAIR
BOEING #14 -01 - EARTHQUAKE REPAIR 8620 EAST MARGINAL WY S D01 -193 Z: 0 U O:. CO W _J W - 0: - Cic- Z �..' . I- 0 LLI �oNt O H' W 0;. 0 0. BOEING 1114 -01 8620 EAST MARGINAL WY S, TUKWILA WA 98188 THE BOEING COMPANY PO BOX 3999 M/C 89 -15, SEATTLE WA 98124 JOHN MURDOCH PO BOX 3999 M/C 89 -15, SEATTLE WA 98124 BOEING COMPANY PO BOX 3707, M/S IF -09, SEATTLE, WA 98124 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: RESTRUCTURE SUPPORT OF STAIRS FROM EXISTING CMU • TO EXISTING STEEL FLOOR FRAMING AROUND STAIR SHAFT STRUCTURAL ONLY ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Construction Valuation: $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Erig. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Lard Altering: N Cut: Fi ll : Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N j***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 900.04 ***************************************** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** { City of Tukwila DEVELOPMENT PERMIT Communit Parcel No: 000160 -0019 Address: 8620 EAST MARGINAL- WY S Suite No: Locati on: Category: AMFG Type: DEVPERM Zoning: MIC /H Coast, Type: Gas /Elec.: Units: 000 Setbacks: North: Water: SEATTLE Wetlands: Contractor OWNER OWNER CONTACT CONTRACTOR Signature: Print Name: (206) 431 -3670 gyffigimomoKlo 98188 License No: BOEINC*294ML Permit No: Status: Issued: Expires: D01 -193 ISSUED 07/13/2001 01/09/2002 Occupancy: INDUSTRIAL PLANT UDC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: SEATTLE Slopes: N Streams: Phone: 253- 773 -0444 Permit Center Authorized Signature:_ .a Date: _ / I hereby certify that I have read and examined t h i s permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or riot. 111h R: granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development mit. Date: /3YUed Z00/ T h i s permit shall become n u l l and v o i d if the work is not commenced within 180 days From the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 8620 EAST MARGINAL WY S Suite: Tenant: Type DEVPERM Parcel #: 000160- 1101 • h* k• k k*•+ k• k k**• k•k * *•k * *•k *•k•k*•k *•k ** *k :k*•k :k•k k-k : k • k*•k* k k * * k k :k ' k•k k•k•k* **:k erm i t Conditions:: No, changes will be made to the plans unless approved by the Engineer and the Tukwila Building .Division. When special inspection, is required either the owner, architect or .enginetr 'shal i .notify the Tukwila Building Division of appointment of the inspection agencies :prior to the first building inspection. Copies of all special inspection ripd'r'ts shall be submitted to the Building Division in a timely manner: Reports shall contain address, . . project jeet .rare; permit number and type of inspection .` being performed-. Thie spec al i;n pector� shall submit a 1 inal signed report stating whether the :work, requiring special inspection was, to :the at : the inspector's : i,nowl edge, in conformance wi th ; approtred plans' and &peciticatior +s and the applicable workmanship, provisions of the UC�C Al l ronstruct to lie . done : in conformance wi th approv ed': plane;' and requirements off., the Uniform Building` Code :(1997 Edition) ,.a as amended, Uniform Mechanical Code (1997 Edition), and W shington btate Energy. Code:(1997 Edi tion)•: Valyd,ity at. Permit. The issuance of a permit' or approval . plan, specifications, _and computations shall " not be con- , trued to be q permit :for, : an app ~oval of, any v i o l a t i o n of arS r : of the p r o v i s i o n s of the b u i l d i n g code of any ather? ar ce of the jurisdiction. No permit presuniing give 'aauthor to violate or cancel the provisions" of this code shall be valid. All perioi,ts, ' inspection .records, and approved plans shall be available : at the ;lob': site pr f or to the start of any con- struction ' Thes:e documents. are to be maintained arnd:, avail= able until t i'nal inspection;. approval is. granted. All structur:a.1- welding' shall be done by W.A.1} :0,: certified welgers and 'Special inspected (UBC - Sec. 306(a)5) hereby' certify that I:;'have read these conditi c is. and will comply with them as\out l i ned . A11 provisions of law arikt ordinances governing 'this "work w i l l be ,complied •with, '. whether specified herein or not. `Th ►e, granting of this permit does not presume to give authority to violate or~ cancel the p r o v i s i o n s of any other work: or local laws regulating cons g -uctj on or the performance of work. Signature: CITY OF TUKWILA Print Name: V 06A/ i 1 ir3e t st M!ita; : wr : Permit No: 001-193 Status: ISSUED Applied: 06 /27/2001 Issued: 07/1 Date: /3 06 %'_ Project Name /Tenant: /q rit u4 Kew ej ms 04*Value of Construction: LAOK Site Address (inc 1 suyt umgr 5 r m Building Square Feet: existing No. of Stories: 3 Area of construction (sq ft): l� Will there be a change of use? ❑ yes 1,21 no ty St, has Tax Parcel,,Khrmlxar:/ 6 r ., 0 0 1 9 Properly Ownertng wog, ezttiPOPY Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 1 ! paper indicating quantities & Material Safety Data Sheets Pho}xeb " 773 ev �' St ,3 3,31 M /C s ` -f� -t �tv ILL Fax /663) 7.43 -aLf3z Contractor: it acw19 c 4p 2 jr Phone: Street Address: ~' 6 /14A)6 City State /Zip: Fax II: Architect: Phone: Street Address: City State /Zip: Fax #: r Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person:� . , w FO A)� ,� n, i 3\ 4 � 3 .., ei w � \39 M1V 3 (5' o st tw F) 3-,3,,J,, Description of work to be done (please be specific): F667-.4)eMA 609MR o mow► . NG- ed,14 v TO 0.7.577 Alb' *Ter RA o( i alliflU fr fitto 6741 , : 5 09 3• 571W l MA Existing use: Retail ❑ Restaurant ❑ Multi- family CI Warehouse El Hospital ❑ Church 0 Manufacturing ❑ Motel /Hotel Zd. Office El School /College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church la Manufacturing ❑ Motel /Hotel (-Office El School/CCo /University ❑ Other _ �_ _____ T Building Square Feet: existing No. of Stories: 3 Area of construction (sq ft): l� Will there be a change of use? ❑ yes 1,21 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 53 no Existing fire protection features: RI sprinklers ❑ automatic fire alarm El none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 1 ! paper indicating quantities & Material Safety Data Sheets i 1 T Y OF T ' 'I UK LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 • � , , 3i -OD Project Number: Permit Number: zo Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: Size(s): 4 '" ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation Cl Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Hauling Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application ` •-01 O II /30/00 clperudr.doc Date ap 11 % exp � 7 - O 1 Appli aj t��(initials) • PLEASE SIGN BACK OF APPLICATION FORM BUILDING , r'• OR AUTHOR ZED AGENT: Signature. pr , 4 yer (po (pow Date:/' V` 14 206 Print nan . ,"R , 7 � ,/fir / " • ► .r \ R ,_ ;, , ., Off( • Fax; r 5 7 -4..,(f3 'o 2 Adc}tjene , OA `: WC/ /WC Vqc % jam 0. Cit /State /Zing t . j.frzi4?? . APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • IsL,l. QRAWINGS ;O B,ESTAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL 0,Gf, EER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there' is a`change ih the amount of plumbing fixtures (Form 1-1-13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : El ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, < identify by size and species which are to be removed and saved H Z 10. Landscape plan with irrigation' and existing trees to be saved by size and. species (exterior'changes or change of use Ce 2 W only) ¢¢ D 11. Location and gross floor area of existing structure with dimensions and setback 0 U 12. Lowest finished floor elevation (if in flood control zone) to 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W = I— ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w u. ' w 0 ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ce Q ❑ ❑ Vicinity Map showing location of site = d i _ w ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z H layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. in ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0 ❑ ❑ Construction details 01— w CI 2 w o ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water ' u" O supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed Z sprinkler system design criteria as identified by the Fire Department. (Li w P _ 0~ ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building:Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property: owner authorizing the agent to submit this permit application and obtain the permit will die required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I UJ0/O(I clpermil.duc • z r .... ,rrt , f 4 AYMITs '' a Atal'KtG`011 "s � a,9,4'9 N 4w + egat rx *:****;It t�► tit. *** * * *! * ** * ** * * * ** *fit*** * ** * ** ** * *, * * *** ** * * * *i** *fir * * * . . x r y OF' TUKWI At *A : , ;' t'" "rRAN5riiIT ** * ** * * * * * * * * * * *, * * ** ************* * ** * * * * ** * * *.,..' ** * * ** * * * * ** RANSr4I"1 Number "'r: 801 Amount,: 900.04 C)6/27/C)1 15 07 r ' ayme`riti, Met A od : IRUS'r Not.Eit:ic)r : E:1C11:1NG Triit: WEIR t. No: 41,-1)C)1-193 Type : ' DE VPE R11 DEVELOPMENT PEI-MI 'arc:C-0 No: ,000160-0019 Address : 8620 EAST . MARGINAL WY. S Iota Fees: 900.04 Total AL.I.. Pmt 3: ' 900.04 F3a l anc .00 ******'**************************** * ** * * * * * * * * * * * * * ** * * * * * * * * * * * (.count. Code Descr;1 pt. i on 0/322.100 BUIL.DING NONRES 0 PLAN CHECK • NON {:E S 0/386.904 STATE= BUILDING SURCHARGE Amount 542.75 352.79 4.50 • Z H fi g : 0 U) W: W J I; w Or co f- ▪ w; z 0 Z w • w _. u a` F— • U • F Z ; Ili 0 O � Z P.I.OLect: . , / , /..ireir let / - 0 1 Tynae.of Inspectiqh: ) it?a- I Address: II (Fu gc ,: - ./i - 1 0 P-al „ r Da)e..01171i / . . • , Special instructions: / 0 7 a rkr Datev"anted: - . . • , a.M. Requester: ...., ,, l :r" 7: • 1° - INSPECTION RECORD INSPECT Retain a copy with permit INSPECTION NO • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670' Approved per applicable codes. , . PERMIT NO..' , . Corrections required prior to appi •. , COMMENTS: - • C • .eirvv‘‘ 0 wv() • \ %Ark. • •• •• • • F\ . 1 : • - -- yaL 141 Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . • . INSPECTION NO CITY OF TUKWILA BUILDING DIVISION :6300; Blvd, #100, Tukwila, WA 98188 4 -d( Special ; instructions: Type of Inspection: e , to Date called: i' Date wanted: a.m .— =al p.m. Requester: Phone: Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit COMMENTS: (k)e \ A Nt 1 1 v `k 1 r 4(11 () .) i t Inca • • r � ( `P tfr 1� PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector:; ` Date: f , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid :at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: •7L•.' N.3.`a�:Y ::('' + }: . , J7 .YY.7 ..5�1'Al} tYi{7M1'�t�' S�eM�LJ�: / Irk,. �1 .S'r:Y. ✓. ^tt: -. .7.. l:. �h.�S� ...N51..+.V 7.D SYrKM''/JJ ., iK x T h . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)431 -3670 Special instructions: Type of Inspection Ctct Is Date called: Date wanted: qe. i��-a4-ol Requester: Phone: Approved p, applicable codes. 0 Corrections required prior to approval. COMMENTS:' \ rAto •F tj ''" i 10(.c) lvlo c por(1V Pq Date: 1 4 ) ,... a ) 0 0 $47. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceiPt'No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION CITY OF-TUKWILA BUILDING DIVISION 63 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. :Project. ,9 -p1 : :Address: '6 teCj CON) Special instructions: Type of InspecF'ion: Date called: Date wanted: ` /� a m \ - l 1 / p.m. Requester: LOr) rh-e Phone: 2_0 ( -79.3- `-efts (206)431 7 3670 Ap`proved `per:applicable codes. Corrections required prior to approval. COMMENTS: 11 . .� r I 0 r COOP if Inspector:.:, r /n� Date: — 1 ) O ) 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Z Z : a , U./ J U. U O. • W = J � W O J u_= w d . = W . Z I-, Z � W U � uj 'o CO, 0 I-- • W Z ' U N�. H 1 0 • • I 1 1 'INSPECTION RECORD Retain a copy with permit INSPECTION NO • .:CITY,OFTUKWI1A BUILDING DIVISION Sbuthcentei* Blvd; #100; Tukwila, WA 9818, PERMIT NO. Oi Proi 67' Me21'1/1/ Spec ruct„'. ' — ••• • . „ :" • • Ty2e_of lnsp 'ctio • 1- - (Arhtn/ Date callqd: ti--/ 101 Date wanted: 12110/0 Requester: Cori p.m. Pone: — 1 6 1 g gS (206)431-3670 Approved Per codes. j Corrections required prior to approval. :cotonA A -4k 2_ 0( ()pi ove ;ht L-PLirNi 19)9 ,?A! -961 fAk4 .• • • . • Date: \ 0 1 1J$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter131Vd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'r`• . ' = ; 14•16;`i.;'N1•4:41',6+: 14 ,;f4,'•••••, COMMENTS: 1.) S eC.t f = -e id; he �' rec,c.l s9Pc ;a I 1 J�Spc_ tov. V s i!' S xr ,.s -t t r% r ltd /3 Qv\d 3 t_.,. 1;)e-H,\ 5 -1-Cll1wco l < S CO WI n19. e -- v 0 % 04-011R Col/weirs/LS ( 2.) S 4 k �� t Shoo itk ROW, - t riy . iP6 t1 ?Pr ,c4 S rc ( a ` \ n 5.OPC.4 ■ (JvN V'-c' JY),r1t `t r, , r . .■ t u 1G. 5 A in f t I ` 3' b k Kin ir . - LI. , s ro vv 14ie - 4 IO \OU11 S) \----‘% irw Si . ' 41 3 - c ok P.aject: 1 5beI 44 1 H—al Type lnspecti n: Address: ,./ Date Failed: 5 1 ( f 3 of Special instructions: J Date�va ted: f "1"�310( t p.m. Phone: 0 — 7q3 _ e /gS 5 ■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 3 414/v i u._ Date: t� 1 ... 3_0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z Z 6 O U O CO CO w }} J LL < a W; Z Z I- U.1 Lu U ca O N O I— T ta u. tj z � , z COMMENTS: Si- ( t ve r \on *c, (P vn c e. ffloytA C - C c1 ,mac( t g4 L i 4-r) 1 I y .�. — i- }rar -P�'ra 1 f Q fd v24 � � OV i.0 G ( .9 , g ccic S C7 2-1.‘j T 1 0 (1 r Co -et -,...,At a i 4 )0 liv‘ GL 1 >-1.6 \ ov-,A !c. `k i-/ L I, L v i- q l )r. e. ,, . - frAwn% "- 0 �'0 V � ?? Requester: r 10 Ye. __ R ` �)t 'reS " 0 : rC. CI r0 n U oc: I( C I ,1 ICS c e. : ) i t,f it) _s.--)-..:L,=.. ,N , • ct: i y 1 11-0 f Inspection: n c Addr ss: 15&4 E ccic S Da al ed tr r/ 2 0 Date nted: w a.m II Zio Requester: r 10 Ye. Phon n0 f er _ gog U5 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .rt��i.::•.xa�%::,tw .;"4.`o-.:, ,fie ..rs.� +, • •:.,.�.: �`. `. "::, .- .:� ^;,�:� :'�'.• ...x (206)431 -3670 Corrections required prior to approval. Inspector ( � �) �„JC Date: ftaO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 3rd F�oar `-DYN-Prr'✓tCt1 gonw\ CL - -I-0 C. ov‘61 11,,' 7 19 Special instruction . "-c,.. c.+ �� : NA i s bide tc .e. 0 _f_. 40r9A Yto" %N CA -- () 4 Gcd ei-o N i ► r 2.. t rl re s-lP.PI r, G r6Urj a.~ ova( 1_ r ( c+ T e'c 1 s ly‘ fl pt t Q_. f uL) 0 i -G t' t,l i ,1 (' o U2 r' c 6 `t friv4 Lot la I) • Px, oject: � � a � [ G'E Iflc\ L \ e of Inspection: ArrI t t''Y� Address: 5 I 0 E1nac / S 11/1 4 -1/01 D to call ed: J Date wanted: 1 1/ '5 /c 1 Special instruction . "-c,.. c.+ �� : NA i s bide tc .e. 0 _f_. 40r9A Requester: C._ o r"t nine. Phone: 4PDI'0- - 793-- 1%SS6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 Approved per applica codes. Inspecto Date: 11 ` 1 5"--04 I n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431 -3670 PERMIT NO. S): i�• • oject: ( T •e_of . •e tion: f.- 4 . ` Address: $tt, PC E /ua r iNa / k' Date cal d I 0 o ( 0 Special instructions: f . 2_ kt D ate want : �L� / 0 dzip p.m. Requester: COY' ! ine-- Phcza(p" ici 3 -l& .5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per applicable codes. J .J Corrections required prior to approval. COMMENTS: c4_ ./I v Date: El $47.00 REINSPECTION /(EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .<s:i�a.�i�tXyKiiS:f�'$i Y }I.:ii6�'iaa•.'i- ;.�;1v d' 7 e:40gi. , X611 , .toli yvi: iI , z re � w _ O 0 W= J u. W O �a a . I— III z �... ZO W j. • 0 O • N O I— W W H w z U N . O ~ COMMENTS: ---)-- /' / i 7 5,-, //.,../ , 40-1-, 1;1 sh-t.aci Date cal ed: ,,,, S. (7/6 ,..-7 47 , )-,,/ Requestgri ( it_.-,e, Co( Phone. 20 (I) ) 79 . --9RS' p .-7 4. ' 4. V ( I ,,,,.. /-i",e0 - , i le--- e- ,--■ / Pro' c : , Type of I gectionj "?..."1 A e a43 Et .1/A .A Date cal ed: ,,,, S. (7/6 Special instructions: . ( . 4 . 124 .41- , 1/ Or Oak-e/ c itY,A pate wante / a.s„ lb .1?- €2:- Requestgri ( it_.-,e, Co( Phone. 20 (I) ) 79 . --9RS' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approvd per applicable codes. INSPECTION RECORD Retain a copy with permit 061- /93 PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: ( /1'7 [I] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 • ' ' , ' •-• . „ 1•,:.,64 COMMENTS: 1(4 reNki Ck l'i,ciod --‘ - 4. Ad s ' 4K s� . Date called: � el-Ls-01 �. c' r 1'Nq -Ci': M.. . 0, (t `rr0\1 t CkL 'CP 7 evt C,-E' - Vre.O 1 P '' t )17' Requester: � r Pe res.aVged ,4. T r aI teat�U len Phone: r , 44 001Ar '9 vr S 1'''C araj; v` ¥ s t i 4-. (1.\ o k OA 0 vv'Pe LOP. 11 )V\ sx)WtS Sorroo4A;vte e ;r wciy h\ C.. \ os r t :c, mock \, - e s-r Uri nr CO��l S � r \ ' 1 0 v . (',. 1..1 1 V ,- r0r.4vrek 111 V`i 4 A . ; yv r) Uv1 erAeC4e. ci s i r Project: `.c::- .. = ; i fdY ' : Tyke of inspection: , Ad s ' 4K s� . Date called: � el-Ls-01 Special instructions: Date wanted: r , 1 + ( �� a.m. �•m.) Requester: Phone: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwd WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspector ?: Date: �a 0 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid "-at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt, No: Date: . ibil•' 4. di+, r. C, �..:.`„ if. �xs: w:.✓ a4f� ; =..r.- hri�x`.:S;t {�o`'%.'y6.H xki7'F��:tlke vkY7..'3rLpf + r ' a rnr.y.riti�. ..1 .. HJ.�. .�lSS( MAYES TESTING ENGINEERS, INC. December 14, 2001 City of Tukwila Building Division 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Boeing Seattle, Bldg. 14 -01 Earthquake repair Tukwila, WA . MTE Project No. E1164 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: We trust that this provides you with the information in which you require. Please call me at our office with any further challenges. Sincerely, 1) Structural Steel erection and bolting 2) Structural steel welding and non - destructive testing MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President MSD:lak RECEIVED DEC 1 8 2001 COMMUNITY DEVELOPMENT FINAL LETTER Permit# D0 -19; Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 J U C.) 0; • w w • w =i CO w 01, LL. 4i W es' E=0: w ; O w W — O Ai N+ O ~' JOB NUMBER: E I 161 DATE: /0 • a 6 - a I PROJECT: BO e ; 1 R I j4.- O / PERMIT #: 12,7Z---/ J, 3 WEATHER; J OWNER: B ; At ARCHITECT: ENGINEER: CONTRACTOR: TYPE OF INSPECTION: SAMPLES; OCT -29 -2001 09 23 MAYES TESTING ENGINEERS 71A YES *ma ∎. . 917 -134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E•2 Pn 253.584,3720 Tacoma, WA 98499 Fax 263.584.3707 7911 NE 33rd Drive, Sulte 190 Ph 503,281.7515 Portland, OR 97211 Fax 503.281.7579 INSPECTOR: j 7 ) IJA$SAI4 3 HRS: _ _ INSPECTOR: HRS: INSPECTOR: SITE TIME: 3 30 TO: <o SUMMARY: GAL # t NONCONFORMING CONDITIONS/CORRECTIVE ACTION TAKEN: Ph 425.742.9380 Fax 425.745.1737 HRS: "10105 �.. - � ,4 S 1 _ - ai. Boer gi L-.J I '•i I•r r••Ipn • y. b,^' Wq 4 6 . 1k "'•:: _ , . rur , .�y:•; , v:':w¢jLL'erwY,'ny'�s!• t .:. •n1411t�'.nr4h ►L,l. diin}„y Vro; �2 "Y.•r'1'i IdIGI /w •r •. g �t �To.:4he• -40 6vadr s ctowletlg e ,�'lt mj sp�ct ate arQ .;aocqc with ap roved:pl ►1s s� t . •.e 't1 ..F :'� If. .. a.: ., '4:t3"0".,4-48":")7"' r• C .., > bi n.' "''t .�j..J �`� •.:�• "• i.:f.i'. :�. f . 1 ! ..� _ '.Fa'l.r, ti vq•, -, n;rt �. iL.' '¢ .I , ;;. Yes' ,r,4 c , � t �� z r;:I� ,: rlminary , nsectlon ::: F r. �•} 1 fJ• v . : J i.�, . ,r 1f;r �1 a � .,. ! �.. .., . ;• r _ Q !,.. ..n .. .. . y li i;; •1,• .p.q n�m:• rn .. r"1 ,.../ ii•!a<J _ • . t _ , .ref,:. . 4257451737 P.02/02 �clf ca� . ..a_■ ■ __ cns TOTAL P.02 `• { . ; 'Q�t�f!r"F1 7'e}1Y74+�t' effi�4a5�a.Ten{ Dale: to _ 0f.� ,.01 G J Time: 10 .G 9 Fax Number.: Number of Pages, Including This Page: 7 AtlenNon: Regarding: 11 $4/ ° �� Y'OCYR h ( CI,E.MENTS GENERAL CQNSTRUC 15805 S.E.264Th Street Covington, Washington 98042.8225 Phone:(253)631 -8106 Fax: (253)631.8653 CLEMEGC 05005 rr �C� �MMU s'ry TO 1 )OL1) Q l t P. ELOPMgm t` WE ARE SENDING YOU 0 Attached REMARKS: 0 Shop drawings 0 Copy of letter 0 Prints COPY TO: ..\Crti■ I y-SC i 4 TO 39tid N, INC. DO/ — C43 FAX T. INSMITTAL 0 Change order ►CE WD OCT 0 8 2001 0 Under separate cover via 1V631\139 SIN3W31D 0 Plans 0 0 Samples COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: O For approval O For your use O As requested 0 O Approvedas noted O Returned for corrections O For review and comment O FOR BIDS DUE the following Items: )(Specifications 19 "CGvt. su a e r %v\BS I.. lac. -€ ia_I L U `TCna.AA 1401A Cc *-t vex Y7 e (3 x w(071378 SIGNED: E998- TE9 -90Z TO :EZ TOM/L0 /0T 19 -A8- 01 est29 STAC CS -195+ Composite Sheet Product Data 30 3JUd FILL, VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC.® FOR USE IN THROUGH- PENETRATION FIRESTOP SYSTEMS (XHEZ). SEE CURRENT UL FIRE RESISTANCE DIRECTORY. 1. Product Description 3Mm Fire Barrier CS -195+ Composite Sheet is a one - part composite system comprised of four components. The heart of the system is an organic/ Inorganic, fire- resistive elastomeric sheet. It is bonded on one side to a layer of 28 gauge galvanized steel. The other side is reinforced with hexagonal shaped steel - wire mesh and covered with aluminum foil. CS -195+ Composite Sheet is designed to seal larger penetrations through fire -rated walls and floors. It is also used for shielding cable trays and conduit, HVAC ductwork and vital process equipment from radiant heat, flame spread and smoke. CS -195+ Composite Sheet functions as an effective Intermittent fire- INC r-1-0.0A\ .S1)1 -C I $ , fire rating. It is lightweight and can be easily Installed with common trade tools. when exposed to temperatures in excess of 250 °F (121 °C), the fire - resistive sheet begins to volumetrically expand and swells 8 -10 times its original size, forming a high strength, hard char that retards heat transmission. This expansion process Is called "intumescence." Under normal operating conditions, CS -195+ Composite Sheet is a good thermal conductor which allows unwanted heat build -up to escape from process and control equipment and also minimizes power cable derating. Product features are: • Intumesces (expands with heat) to form a hard char that tightly seals penetrations against flame spread, smoke and toxic fumes. • Multiple applications...through penetration firestop, heat shield and firebreak protection. • Easy to install using common trade tools_ http : / /www.3m.com/us /arch construct /firestop /product/p_06_htmI 1VN3N3S S.N3W31D ID= 12539412258 P.91 � ISS U u • Thermally conductive-allows unwanted heat build -up to escape, • Non -flame supporting. • UL Classified. • Cost effective, high performance versus installed cost. • No mixing or damming...is clean to install. • Versatile: can be cut to fit irregular shapes. • Re- enterable. • Low odor. • Normal disposal procedures. 2. Applications CS -195+ Composite Sheet is used to seal penetrations through fire -rated walls and floors and for cable trays, cable, piping and large blanks. It provides a fire- resistive and smoke seal for any shape opening in concrete block or slabs for up to 4 hours - UL Classified. Use CS -195+ Composite Sheet to shield cable trays, conduit, HVAC ductwork, panels, valves and vital heat - sensitive process equipment. The product is effective in protecting cable drop -outs, junction boxes and 10/8/200] C9SS- IC9 -90Z ZO:E3 t00Z /L0 /0t 19 -9S -01 99:39 STAC INC break within horizontal and vertical cable tray runs, and is excellent for both new and retrofit construction. The nominal 0.3 inch (7,62 mm) thick composite sheet provides up to a 4 -hour 3. Physical Properties Sheet Sizes Composite Detail : Component Galvanized sheet steel Fire- resistive sheet Hexagonal restraining wire Aluminum foil Complete material 4. Specifications A. Product The Intumescent sheet must be capable of passing ASTM E814 (ANSI /UL 1479) Standard Method of Fire Tests for Through - Penetration Fire Stops up to the desired fire resistance rating, 5. Performance A. Physical and Electrical Pro E0 3Jdd • Lightweight...easy to handle, cut and form to desired shape. • Easy to fasten...bolt punch or drill through. Use self- tapping screws or anchor bolts, 28 in. x 52 In. (711,2 mm x 1320,8 mm) 24 in. x 36 in. (609,5 mm x 914,4 mm) 36 in. x 36 in. (914,4 mm X 914,4 mm) 36 in. x 41 in. (914,4 mm x 1,041 mm) 16 In x 28 in. (406,4 mm x 711,2 mm) B. Engineering /Architectural All penetrations in fire rated walls, floors, floor ceiling assemblies and designated smoke or fire barriers shall be sealed with 3M Brand Fire Barrier Products per manufacturers' installation instructions. http://www.3m.Comiusiarch_constructifirestop/product/p_ 1M13N39 S!N3W310 ID= 12539412258 arc avi v' 02 cabinets, as well as in providing an intermittent firestop in horizontal and vertical cable tray runs. Thickness 0,0157 in, a 0.003 In (0,399 mm * 0,076 mm)(30 gauge) 0.285 in, * 0.05 in. (7,24 mm * 1,27 mm) 20 Gauge 0.002 in. *0.0002 in. (0,0508 mrn *0,00508 mm) 0.303 in. *0.054 in. (7,70 mm *1,37 mm) E998- tE9 -90Z 10/8/2001 TO :63 I00Z /L0 /0I IS-SS-S1 99:39 STAC INC CS -195+ Composite Sheet as Installed Nominal Weight (Ib /ft Fire resistive ratings [ASTM E 814 (UL 1479)] Intumescent Activation Sequence Expansion begins Significant expansion Weight Toss (TGA) Expansion Intumescent Sheet Properties (as part of composite) Dielectric strength (ASTM D 149) Non -flame supporting hardness Tensile strength /elongation (ASTM D 412, Method A) Compression set B. Fire Performance Test Test 1. Summary of Fire Test Results per ASTM E 814 (ANSI /UL 1479) 2. Summary of Fire Test Results per ASTM E 814, Electrical Circuit Protection Systems for Cable Trays 3. Surface Burning Characteristics ASTM E 84 (ANSI /UL 723) 6. installation Techniques Exact Instructions for specific applications are available upon request from 3M or your focal authorized 3M Fire Protection Products Distributor. The following summarizes three representative applications: http://www.3m.com/usiarch_construcr/firestop/product/p_06.html t�0 3Jad 2.75 (13,4 kg /m up to 4 hours ID P.93 L aSt. J UAV 302 °F (150 °C) 350 °F (177 °C) 20,1% 662 °F (356 °C); 31.0% 932 °F (500 °C); 53.2% 1,832 °F (1000 °C) 8 -10 typical 119 volts /mil average 45 to 65 Shore A 93.6 psi (0,645 MPa) /489% 25% (maximum) • 2. The CS- 195+ Composite Sheet is secured with 1/4 in. (6,35 mm) x 1 -1/2 in. (38,1 mm) steel masonry fasteners with steel washers spaced 6 in. (152,4 mm) O.C. 1V83N39 S1N314310 t! .. . "1111M-CL " Results Up to 4 hour ratings for penetrations in walls and floors. See current UL Fire Resistance Directory. 1 hour UL Classified Systems. See Current UL Buildings Material Directory. Flame Speed 5, Smoke Development 50 4_ Cut the CS -195+ Composite Sheet to closely follow the contours of the F5 -195+ Wrap /Strip around the insulated pipe. Do not allow an annular space 10/8.'200I E998- TE9 -90Z TO :EZ T00Z /L0 /0T ;4 iwA1141.4 1e -96 - 91 99:31 STAC INC Ai Penetration firestop for blank openings (no penetration item) using 3M Fire Barrier CS -195+ Composite Sheet. Refer to current UL Fire Resistance Directory for system numbers. (See Figure 1) 1. Cover Sheet: A CS -195+ Composite Sheet is cut to overlap the opening by a minimum of 2 in. (50,8 mm) installed with its galvanized steel surface facing outward (exposed). The cover sheet Is secured to the opening using 1/4 in. (6,35 mm) x 1 -1/2 in. (38,1 mm) steel masonry fasteners with steel washers spaced 6 In. (1.52,4 mm) O.C. 2. Seal: 3M Fire Barrier CP 25WB+ Caulk, or Moldable Putty+ is used to seal the CS -195+ Composite Sheet. Note: All wall openings require a cover sheet of CS- 195+ Composite Sheet and caulk/putty on both sides of the wall. B. Penetration firestop for large openings with pipe using CS -195+ Composite Sheet. Refer to current Ut. Fire Resistance Directory for system numbers, (See Figure 2) 1. Cover Sheet: The opening is covered with CS -195+ Composite Sheet cut to fit snugly around pipes and to overlap the opening by a minimum of 2 In. (50,8 mm). The sheet's galvanized steel layer 50 39tid 3. Seal: 3M Fire Barrier CP 25WB+ Caulk and Moldable Putty+ is used to seal the CS - 195+ Composite Sheet. C. Penetration Firestop for Insulated Metal Plpe through a cement block or concrete wall. Refer to current UL Fire Resistance Directory for system numbers. 1. The CS -195+ Composite Sheet must be placed on both sides of the wall and overlap the edge of the opening a minimum of 2 In. (50,8 mm). 2. Use a minimum of 1 layer of FS -195+ Wrap /Strip for a 1 in, (25,4 mm) thickness of insulation. Use a minimum of 2 layers of FS -195+ Wrap /Strip for a 2 in. (50,8 mm) thickness of insulation. Note: It is not necessary to remove the pipe insulation as it passes through the wall. 3. Wrap the required number of layers of FS- 195+ Wrap /Strip around the insulated pipe, foil side out. Secure the FS- 195+ Wrap /Strip to the insulated pipe using 16 gauge, minimum, stainless steel tie wire. Center the FS -19S+ Wrap /Strip In the CS- 195+ Composite Sheet so that approximately 7/8 in. (22,2 mm) of FS- 195+ Wrap /Strip extends beyond the CS -19S+ Composite Sheet surface. http://www.3m.cornius/arch_constxuctifirestop/product/p_06.html 10z13N39 SJN3W319 IDs12539412258 P.94 r ii a 01 0 greater than 1/4 in, (6,35 mm) to remain between the CS -195+ Composite Sheet and the FS -195+ Wrap /Strip. 5. Install the CS-195+ Composite Sheet with the foil side facing into the penetration opening. Apply a 1/4 in. (6,35 mm) minimum bead of CP 25WB+ Caulk Moldable Putty+ around the perimeter of the opening on the concrete before installing the CS- 195+ Composite Sheet. To allow for fastening, there must be a 2 in. (50,8 mm) minimum overlap of the CS -195+ Composite Sheet onto the concrete on all sides of the opening. 6. For seaming details when the CS -195+ Composite Sheet must be cut or joined together, use 3M print # 5300- Rf~F1. 7. Use a 1/4 in. (6,35 mm) minimum diameter bead ' of CP 25WB+ Caulk or Moldable Putty+ to seal the interfaces between the CS -195+ Composite Sheet and the FS - 195+ Wrap /Strip, and the FS- 195+ Wrap /Strip and the pipe insulation. 8. Use masonry anchors with washers to secure the CS -195+ Composite Sheet to the substrate. The fasteners are spaced at a maximum of 6 in. (152,4 mm) O.G. 10.'S:2001 E598 -tE9 -902 TO :EZ T00Z /LO /0T ,^ tra. nr; 70, vxmtc* PA. iaHwiri +"dOWW.!^it/4WHi`5S7!+1sP. WN 19 -9891 O9:32 STAC INC 90 39tod should face outward (exposed). eynA. Caine M OW1 ini nerwir se wig An nYei4��'r 1j 70/83N39 S1N3W310 Figure 1 Figure 2 http: / /www3m,com/us /arch construct/firestop /product/p_06.html oiwr e. re ID 12509412258 P. OS ruse ooro WWI NIP 11/ Gala A. . '\__ p - - am > .,-_' _ 7 WI Au eistar CP2 flier ar wig .. V 110111. Goa al Wawa Pulp. 10/8.2001 6598 —TE9 -903 10:63 t00Z /L0 /0t F.• l Z 6 _1U UO' t on u) w W_ H' 2 u W O'. LLQ - d 1- . : Z o ; W W : 2 Di U 0 : -' ;W W` F -. Z ; U co 0 19 -9B -A1 99:33 STAG INC 7, Maintenance 3M Fire Barrier CS -195+ Composite Sheet remains stable for an indefinite period of time. CS -195+ Composite Sheet should be stored in the original shipping container until used The materials are non - impaired by freezing or storage at temperatures up to 187 °F (86 °C)% Limitation of LiabjJfty, L0 39tid 8. Availability 3M Fire Barrier CS -195+ Composite Sheets are available from authorized 3M Fire Protection Products Distributors. Warranty and Limited Remedy, This product will be free from defects in material and manufacture for a period of ninety (90) days from date of purchase. 3M MAKES NO OTHER WARRANTIES INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. User is responsible for determining whether the 3M product is fit for a particular purpose•and suitable for user's method of application. If this 3M product is proved to be defective within the warranty period stated above, your exclusive remedy and 3M's sole obligation shall be, at 3M's option, to replace or repair the 3M product or refund the purchase price of the product. Except where prohibited by law, 3M will not be liable for any loss or damage arising from the use of this 3M product, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including warranty, contract, negligence or strict liability. 3M Specified Construction Products Department 3M Center, Building 225 -4S -08 St. Paul, MN 55144 -1000 800 3281687 http://www.3m.com/us/archsonstruct/firestop/product/p_06.html 7Vel3N39 S1•31431D I D =12539412258 Other 3M Fire Protection Products: FS -195+ Wrap /Strip - 2 in. x 24 in. (50,8 mm x 609,6 mm) CP 25W8+ Caulk - 10 -1 /2 fl. oz. cartridge, 1 gal. pail and 5 .gal. pail. Moldable Putty+ - Stik and Pads. GX223 ® 3M 1998 98.0400- 2360 -2 P.S6 [ asu us. 10:8.'2001 E998- TE9 -90Z TO :EZ T00Z /L0 /0T �JL.a:eiluu. • Sent by: , . 11 0 Group y Fax Transmission Deliver To Dave Larson, Inspector Company City of Tukwila Fax Number 431 -3665 Number of Pages 3 (including this page) Date September 25, 2001 From Vern Wigen Project Name Boeing 14-01 Seismic Repair Project Number 73-01- 139 -00 R/N R R Message Dave, Confidential Notice: The information contained in this facsimile is intended for the use of the addressees) and contains Information that Is confidential and/or privileged. If you are not the intended recipient or the person responsible for delivering it to the intended recipient, any disclosure, dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone nd destroy th is facsimile. Cover to File Attachments to Fj la { Vern Wigen 2064616049; DLR Group cc Jon Larscheid, Boeing 655 -5043 Scott Kruse, DLR Group Pat Ryan, Skilling Ward Magnusson Barkshire 292 -1201 09/25/01__ „4:09PM;Jetft #736;Page 1/3 900 fourth Avenue Suite 700 Seattle, WA 98164 -1006 tel 206/461 -6000 fax 206/461.6049 seattle@dlrgroup.com www,dirgroup.com Per my voice mail message to you this date, attached please find a firestopping detail from specified Technologies, Inc. This detail indicates an annular space of '4” to 5 -1/2' (reference item #2 on the attached sheet from STI). Since 5" +/- is the largest annular space that we have, this assembly should work for a 1 -hour rating. Please call me if you have any questions. Thanks. RECEIVED OCT -1 2001 BUILDING DEPARTMENT Sent by: .1?LR Group 2064616049; S0-21 -2001 03:17pm From- Specified Technologies Engineering Oept 8012318415 7 -300 P.001 /002 F -671 Specified Technologies, Inc. SpecSeale Fires1op Products 200 Evans Way Somerville, NJ 08876 908.526.8000 Fax 908.231.8415 VUI n I:�',' (1L r - s DOCUMEN -, HAS BEEN FILED e Christopher DsM4Ro (lea 1027) Page*: Z "II albs 19 t 09/25/01.— .,4:09PM;Je1{x #736;Page 2/3 13 Waist D For ft view i] Plums Cemiaset O MM.ss. Reply Moles= Rowels 1 RECEWED OCT -1 2001 BUILDING DEPARTMENT 6 U 0 co 0 CO W: W 2 J H. N LL; W o. g .73 LL Q: w : z H- W, _i z � � z i- � o : ,o .N 0 I-. W W` H V IL 0' W Z; U N: ' Sent by: (LR Group Receive0; 6fe21/ 1 12:18PM: 206461 6049; 9082318418 - J Sep -21 -2001 03 :17pm From-Specified Technologies Engineering Oevt 9082318419 Rated* Flrei;top For Steel Members = -- Through Concrato Walls Using SpecSeal STI Series ES Elastomric Sealant 09/25/01-- •.,4 :09PM ;,fed5x #736;Page 3/3 OLA Group; paps 2 T -300 P.002/002 F -871 NS263101 D Prepared By: Christop DeMarcn Date: 09/20/01 RECEIVE E OCT -. 1 2001 BUILDING I. Wall Assam bly (1 or 2 -1-1r) — Minimum 4- 1 /2 -in. thick reinforced lightweight or nor PA.TIUMENT (100- 150 -pcf) concrete oi• concrete masonry unit (CM U) wall aysem bly. 2. Structural Steel Support — Non- fireproofed steel I -Beam, C- Channel or open web joist Annular space between the structural steel support and the periphery of the opening shall be minimum 1/4- in. to maximum 5-1/2-in. 3. Mineral Wool Batt Insulation -- Nominal 4 -pcf, tightly packed into opening to full depth of opening. Recess mineral wool bait insulation from both surfaces of the wall assembly to accom m odate sealant. 4. SpecSeale Series ES Sealant --- Apply sealant into annular space to a m inim urn depth of 5/8- in., flush with both surface's of the wall assembly. • Note: Rating of the flrestop shall be equal to the lowest rating of the surrounding substrates with a maximum possible rating al 2•hr. Performance of the firestop system is contingent on the performance of structural support. N E: a praduas m this demgn awe been tested as ows; ASTM E814JUL1479: Refer to System Nos.; HW -D •140 ASTM E119: Time/Temperature Exposure, Cotton Waste Ignition Annular Space Requirements This Design Repeesenit an EnelneeNntr RRcommendadon NOTICE This information is intended for en]ineer rag purposes only and is based upon internal a third Party testing which we iaetleye to be accurate. The usermust determine the suitability of the product and me design to the application. Since the use of the product is beyond our control, Spddliod Technologies Inc,'s only responsibility shalt be to refund or replace materials found to be datav=a w ii aw oirr *tendory wnrromy Seismic Repair Boeing 14-0 ? s : name raAis C i natimgon Specified Technologies Inc. • ',00 Evans Way • Somerville NJ 08876 • (800) 992 -1180 • FAX (308) 526 -9623 z Z W ce JU U NO J� W 0 2 g Q Z �.-. 1— O z O • N O 1— W W. I rd z UN O ~' z L 7 JOB NUMBER: p / X64. DATE: 2- 1 5 -0 I PROJECT: p / 4 _ 0 1 a I PERMIT #: Zia f ;,... . WEATHER: e, i9.k OWNER: ARCHITECT: ENGINEER: SO An Q CONTRACTOR: C,/ TYPE OF INSPECTION: w (J, Ab 73 /4.4 SAMPLES: t MAYES 1Ei1IINO ENGINEERS, INC. 917 -134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 23rd Drive, Suite 190 Portland, OR 97211 w,.«. .� . ... Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 INSPECTOR. f}1. 1/A SS4 LI-D HRS: INSPECTOR: HRS: INSPECTOR: HRS: SITE TIME: TO: SUMMARY: , t i r rh'„A. ' P �'k r�� es II � /A� �ilS Qc A� h� / J ( itee - i -tS , r. /1C(c)/�drAfriCe i.Jg' Is A J, I - QA) J�6 ot/`4 Ji Ce0Ap k4 -J u;3JAI ;# S ec. icrN v � L„Jeaed l; P s �� -jam e e., I- care / / .4-14r hea 4 A- .1 51 r` / /0 LA--k nn, f) l I .� - s ; Qn c am- 4.f-f) i h 0 ) 1-3 ).eeA Sn vc o-P ;Ns- I led ) rPP( 4-Iy . (1T n-r t e - A, ; n Sp? c -�--tJ s sal /1-)- 61 J, A tan I PIA I ')1" We ,re s , , 1-k Sv..4- NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: ( I' /I ,4�IdS /. ,4 c c & (-- e L 3 , No r L.I A C ( &4s 7 7'/a " n •P aI ffike V,1 c.p l A Q " ^., ; 5�; � A cc e S S r+1 A A- U r,iuse ro j f e -f Q f ( cam. -, ,a,c( J ,4 t Zr" A4 I .a el) 444 c e Page I of Z Awe hee J44/4 ��. /eq:4) E ti JOB NUMBER: E / /44 DATE: 'SP- F - p 1 PROJECT: B a) / 4 - PERMIT #: , ,is ; icts WEATHER: OWNER: Ace,; ARCHITECT: 1 ENGINEER: 6 CONTRACTOR: Ci rizeh l st.a. TYPE OF INSPECTION: /, : SAMPLES: AUG - 15 - 2001 12:26 - mAYES TESTING ENGINEERS MAYES =Iwo EIVIWallnir .n 917 -134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 • 7911 NE 33rd Drive, Suite 190 Portland, OR 87211 Ph 425.742.9380 Fax 425.745.1737 Ph 253,584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7578 INSPECTOR: 1Y1, L4S 41.Lo HRS: INSPECTOR: INSPECTOR: SITE TIME: 9■ HRS: FIRS: TO: Java SUMMARY: ' ; J 4 4, x , vASpec i sf/-Vorikmd 4-44k r 11-Sc/A t Watt.' c& Aiusi 110 NI' S 4257451737 P. 02/03 Page I of o� t+t A411ed NONCONFORMING CONDITIONS/CORRECTIVE ACTION TAKEN: fit; =. •:.c;:i ; ,':;',i,'.. % J�a. tilit .!,iit�:;}:�Fii:i31.`>ti'�i? z ~ w 00 • 0 co w J '-- N LL W 2 g Q D. w z = I- z F- U(3 O co 13 h- W W 1-- II O ..z U = O ~ z ACTIVITY NUMBER D01 -193 DATE: 06 -27 -01 PROJECT NAME: BOEING 9 -90 (EARTH QK. ELAVATOR /STAIRS) SITE ADDRESS: 8620 EAST MARGINAL WY S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Buildin PAC- (p-Z$-01 Public Works l41/1/1 l4jc ( -24 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved Approved WRROUEEAOC PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Incomplete n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: ® Planning Division Permit Coordinator • DUE DATE: 06-28-01 Not Applicable ri No further Review Required n DATE: DUE DATE 07-26-01 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: PERMIT CORD COSY z � �w UO 6 u) c0 u.1 J 1 wO Lt. = w Z1.— w w O E n — O H w w I— U Z . w to --- 1 O � z ACTIVITY NUMBER DO1 -193 //5 DATE: 06 -27 -01 PROJECT NAME: BOEING: (EARTH QK. ELAVATOR /STAIRS) SITE ADDRESS: 8620 EAST MARGINAL WY S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n Lii PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structure R iew Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions '.: REVIEWER'S INITIALS: CORRECTION DETERMINATION: V'RRUUIFAUC errs n Planning Division l l Permit Coordinator n DUE DATE: 06-28-01 Not Applicable n No further Review Required DUE DATE 07 -26-01 Not Approved (attac comm ts) n DATE: DUE DATE Approved I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z F Z QQ � J U O 0 • 0 w� N w w j . U d . = w' z � 1- 0 w ~ • 0 U O N C1 I- ww L I O Z P Z PERMIT NO.:DO ( tq3 T' TENANT NAME: BUILDING PERMITS INSPECTIONS ❑ 0000I Progress Inspection Status ❑ 0000 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 0007 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00I00 Foundation Footings ❑ 00200 Foundation Walls ❑ 00251) Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types 00700 Framing ❑ 00750 Root7Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 0080' Exterior Root' Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 0I001) Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre-moot' 0 140 Final -Fire 1700 Final- Building ❑ 0I900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mom /Resist Cone Frame ❑ , 04003 Special -Rein f Steel Prestress 04004 Special - Welding 0 4 005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 040119 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ (WOII Special- Shoterete ❑ 0401 Special- Grading, I:xcav /Fill ❑ 041113 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div OO1 1 Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral bracing 0013 Partition wal attached to ceiling grid 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation hacking material 0017 Subgradc preparation including drainage. excavation 0(118 Statement from rooting contractor verifying tire retardant class of roof ;(11)19 All construction to he done in conformance ‘v/approved plans ❑ No work shall he done in addition to those modifications..." ❑ 0001 Plumbing permits shall be obtained through King Co ❑ 00211 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 01122 Fire retardant treated wood shall have flame spread of ❑ 0 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall he special inspected ❑ 0025 All wood to remain in placed concrete shall he treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 1)11113 Electrical permits obtained through L & I ❑ 01)30 No occupancy of building until final insp by Bldg Div ❑ (1032 Remove all weeds. concrete, stone Inundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "l3TI I maximum allowed per 1997 WA State Energy Code ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C ofO will he required lbr this permit ❑ 0039 Final approval for all TI who the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall he anchored to prevent flotation" 01)07 AII structural welding shall he done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 111109 Bolts installed in concrete shall be special inspected ❑ 003 4 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Wider heater shall be anchored...." ❑ "Rerool" C.f - 0( re pal rs Date: 2°8 Date: ly l , ^d'a',..iS } d�e''z�NS'i �:Rii%i4•',.�'avr'sMr, ACTIVITY NUMBER D01 -193 DATE: 06 -27 -01 PROJECT NAME: BOEING 9 -90 (EARTH QK. ELAVATOR /STAIRS) SITE ADDRESS: 8620 EAST MARGINAL WY S SUITE NO: X. Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved TRKOUIC.00C Lvl TUES /THURS ROUTING: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP n CORRECTION DETERMINATION: Fire Prevention FM Planning Division Structural Incomplete Structural Rev'ew Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 06-28-01 Not Applicable n n Comments: No further Review Required ui DATE: 4 h/'O) DUE DATE 07 -26-01 Approved I I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -193 DATE: 06 -27 -01 PROJECT NAME: BOEING N v � PRO (EARTH 1 � K. ELAVATOR /STAIRS) Q SITE ADDRESS: 8620 EAST MARGINAL WY S SUITE NO: X Original Plan. Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete w kKO U I(.D O C SPYI PLAN REVIEW /ROUTING SLIP Fl DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention ri Planning Division Structural Incomplete ri TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: C,L1 APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 06-28-01 Not Applicable n Comments: No further Review Required DATE: Permit Coordinator DUE DATE 07 -26 -01 i4] 6 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -193 DATE: 06 -27 -01 1W-0/ PROJECT NAME: BOEING MI (EARTH QK. ELAVATOR /STAIRS) SITE ADDRESS: 8620 EAST MARGINAL WY S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions n CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: V'NNOU11.DOC 5149 n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Not Applicable n n Planning Division Permit Coordinator No further Review Required REVIEWER'S INITIALS:. - Iv DATE: o c, . a. c?". o n DUE DATE: 06-28-01 DUE DATE 07 -26 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ri DATE: LICENSE DETAIL INFORM•^-TION Form * * * * STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License BOEINC*294ML Name BOEING COMPANY, THE Address PO BOX 3707 Address MAIL STOP IF -09 City SEATTLE State WA Zip 981242207 Phone Number 3606553907 Effective Date 7/13/71 Expiration Date 1/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600200508 *VIEW PRINCIPAL OWNERS) FOR THIS LICENSE* * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * ** * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Paae http: / /www.lni.wa.gov /CONTRACTORS /TF2Form .asp ?License= BOEINC *294ML 1 /24/01 Need Current Contractor Registration Card: Q Yes Need to Enter Contractor information in Sierra: ❑ Yes SY A RECORD DRAWING (FDS) REDUCE OFFICE OFFLOAD 7 -127 BLDG. A502 MISCELLANEOUS INTERIOR DETAILS RENSION SEISMIC REPAIR AT EXISTING STAIRS /D5 017/°l zizi °QG; ozzoi 993021 -00 BY DP JH PJG PJG APPROVED GC DATE 3 -31 -95 4 -15 -97 3 -18 -99 SYM REVISIO BUILDING 14 -01 SITE 8620 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 BY APPROVED DATE ?LAirawzivag. 5188 REGISTERED ARCHITECT � ON LD SCOTT KRUSE STAT OF WASHINGTON I I f ` I KENWORTH CORP �I 1 0 I Illy L j ❑ ° RHONE POULENC ACCEPTABILITY THIS DESIGN AND /0R SPECIFICATION IS APPROVED APPRO BY �=_ f DEPT. DATE ��_ L.1 vv ❑ o� DRAWN D. PIAGENS CHECKED J. HIWER IN D. PLAGENS CHECKED T. DRAG00 APPROVED DATE 27 SUBTITLE COVER SHEET SEISMIC REPAIR BUILDING 14 -01 FILE COPY 1 understand that the Plan Check aper9V9 3- are 1 subject to errors and omissions and approval of it plans does not authorize the violation 00 any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknewleYY9d. Da Permit No. ISSUED FOR PERMIT SHEET JOB N0. CURRENT REVISION 73- 01139 -00 AO CODE AND BUILDING DATA A. B. D. UNIFORM BUILDING CODE: 1991 EDITION 1. FLOOR AREAS: a) BUILDING STATUS: FIRST FLOOR OFFICE: FIRST FLOOR HIGH BAY: FIRST FLOOR MEZZANINES: SECOND FLOOR OFFICE: THIRD FLOOR OFFICE: FOURTH FLOOR MEZZANINE: GROSS AREA: b) COVERED LOADING DOCK (14 -16): 2. OCCUPANCY: a) ACTUAL OCCUPANT LOAD: FIRST SHIFT HIGH BAY: FIRST SHIFT OFFICE TOWER: SECOND SHIFT HIGH BAY AND TOTAL ALL SHIFTS: b) OCCUPANCY GROUP: 3. CONSTRUCTION TYPE: 4. FIRE RESISTIVE REQUIREMENTS: a) EXTERIOR NON- BEARING WALL b) STRUCTURAL FRAME: c) PARTITIONS PERMANENT: d) SHAFT ENCLOSURES: e) FLOORS - CEILING/FLOORS: f) ROOF - CEIUNG /ROOF: g) STAIRWAYS: 5. EXITS: a CORRIDORS: b) STAIR ENCLOSURES: 6. BUILDING HEIGHT: a) HEIGHT (14 -01): b) LOADING DOCK (14 - 16): 7. BUILDING HEIGHT IN STORIES: a) FLOORS: 8. SEISMIC ZONE: BUILDING ACCESSIBILITY: THIS PROJECT AREA I• _ 31,280 SF 187,680 SF 1,242 SF 31,280 SF 31,280 SF 31,280 SF 314,042 SF 5518 SF 300 OCCUPANTS 460 OCCUPANTS OFFICE: 90 OCCUPANTS 850 OCCUPANTS B -2 OFFICE /MANUFACTURING TYPE II -N NON- COMBUSTIBLE NON - COMBUSTIBLE NON - COMBUSTIBLE 1 HOUR NON- COMBUSTIBLE NON- COMBUSTIBLE NON- COMBUSTIBLE 1 HOUR 1 HOUR 59 -0" 3' -10" (PLUS RAILING) 3 STORIES 1 MEZZANINE STORY 3 AMERICANS WITH DISABILITIES ACT AND WAC CHAPTER 51 800 SF T FLOOR. SEISMIC REPAIR EXISTING STAIRS a) PROJECT CONSISTS OF RESTRUCTURING THE SUPPORT OF THE STAIRS (LANDING AND STAIR STRINGERS) FROM EXISTING CMU TO EXISTING STEEL FLOOR FRAMING AROUND STAIR SHAFTS, AND PATCHING/ REGROUTING DAMAGED CMU. SEPARATE PER1'v11T REQUIRED FOR: ICJ IECHANICAL reELECTRICAL ePLU0 BING GAS PIPING CITY OF T UKWILA BUILDING DIVISION D01- ISSUED FOR PERMIT SYMBOL C DATE 9EIVED cm CE oP TUKWILA COMP NO. 5 -18 -01 SYM A C SEISMIC REPAIR 1ST FLOOR REVISION J# 73 01139 - 00 BY DIRGroup APPROVED Ow DATE 5 - 18 - 01 SYM REVISION BY APPROVED DATE Zi.erzzEz.v.a. 5155 REGISTERED \ ARCHITECT AL SCOTT AROSE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINELE CHECKED DATE SUBTiTLE #3 TYPICAL 7 OS COMPOSITE DRAWING SEISMIC UPGRADE DI III !limn 1A (11 GENERAL NOTES A. WORK TO BE PERFORMED ON ONE STAIRWELL AT A TIME_ B. COORDINATE HOURS ALLOWED FOR WELDING AND OTHER CONSTRUCTION ACTIVITIES WITH OWNER_ C. PROTECT FINISHED OFFICE AREA SPACES TO PREVENT MIGRATION OF DUST. THIS INCLUDES ACTIVITIES RELATED TO GWB PATCHING AND SANDING. COVER WORKSTATIONS COMPUTERS AND THE LIKE WHERE WORK AT OFFICES IS TO OCCUR. D. VERIFY CONDITIONS PRIOR TO COMMENCEMENT OF WORK: FURRING FOR STRUCTURAL HANGERS AS INDICATED IN CONSTRUCTION NOTES BELOW MAY NOT BE REQUIRED PENDING ACTUAL AS BUILT LOCATION OF EXISTING FURRED WALLS. IN THIS EVENT, RECONFIGURATION OF EXISTING STUDS, PATCHING OF GWB, REPAINTING OF WALL S AND REINSTALLATION OF EXISTING WALL MOUNTED ITEMS MAY BE THE EXTENT OF THE WORK IN LIEU OF WORK OF CONSTRUCTION NOTES 1, 5 AND 6 BELOW, CONSTRUCTION NOTES • FUR OUT AROUND STRUCTURAL HANGERS PER 12/A501. CUT AND RECONFIGURE CEILING SYSTEM EDGE ANGLES AND CEILING TILES. PATCH HOLES IN GWB AND REPAINT WALL TO NEAREST BREAK (CORNER, DOOR, ETC.) LANDING RE— SUPPORTS FROM FLOOR OR OVERHEAD BEAM PENDING SPACE AND ITEMS TO BE RELOCATED. TAKE CARE NOT OT DISTURB TELEPHONE AND DATA CABLES AND CONNECTIONS IN DATA CLOSETS, REF_ STRUCT_ FOR DETAILS. • PROVIDE NEW EMU AT LOCATIONS WHERE DEMOLITION IS REQUIRED FOR STRUCTURAL MODIFICATIONS, PATCH CRACKS IN EXISTING CMU TO REMAIN ON INSIDE OF STAIR SHAFT. FORCE INTO CRACKS TO A DEPTH OF 1/2" MINIMUM TO MAINTAIN EXISTING 1 —HOUR FIRE RATING FOR SHAFT. RE —PAINT SHAFT INTERIOR AT PATCHED WALLS_ COLOR TO MATCH EXISTING. COORDINATE AREAS TO BE RE— PAINTED WITH OWNER. ® PATCH CRACKED GYPSUM WALL BOARD ADJACENT TO STAIR SEVEN STRINGERS. REMOVE AND REPLACE GWB WHERE GWB IS DAMAGED /CRACKED FULL DEPTH. REPLACE WITH GWB OF SAME THICKNESS SPANNING STUD TO STUD. RE— FINISH AND RE —PAINT TO NEAREST WALL BREAK (CORNER, BOTTOM OF STRUCTURE, ETC.) COLOR TO MATCH EXISTING. APPLIES TO ALL WALLS. • REMOVE AND RE—INSTALL EXISTING WALL MOUNTED PROJECTION SCREENS. PROVIDE SOLID BACKING AT NEW FURRING LOCATIONS; PROVIDE EXTENSION BRACKETS AT LOCATIONS WHERE SCREEN WILL BE SUPPORTED HALF ON AND HALF OFF OF FURRING FOR STRUCT. SUPPORT. © REMOVE AND RELOCATE WHITE BOARDS OR BULLETIN BOARDS AS REQUIRED TO ACCOMMODATE FURRED STRUCTURAL SUPPORTS. COORDINATE RELOCATION WITH OWNER. D01 -193 ISSUED FOR PERMIT CURRENT REVISION 73- 01139 -00 SHEET A3 DATE 5 -18 -01 RECEIVED arr oP nTKwuA ' IC 104 I ID ® 11.1 12. 1 6 0 I . I 14 14.1 14.4 I } 1 161 1 64 1 I 1I4 18 12 i () 4TH FLOOR SUPPORT AREA Q 1 I EE �� I � � — � - _ _ I -- _ I - [ v • I `� L 3 RD FLOOR r._- - -r— OFF CE AREA 1 a I -- I t' � z — I _ — _ I .. STAIR 3 X91 ' fl y _AIM Pry -` } : :: : i : ' © 1E1 STAIR #7 TYPICAL 1 - 1111111 —STAIR _ , 1 I I 2ND C I L OR C OFF CE AREA ow #4 TYPICAL STAIR #2 TYPICAL n 1 v MI 1 1 I I i , I I I i I , 6 I L n � t . i'i I Iii I � zT T -i I- i 1 II I I � _. -F' i I� IF I I I A . SEMBLY AREA D a i 1 `. [ - J ■ 1 1 I 1� r I I � ' L ' .. l' — = ��� I mossom■ li IL I �� 1 :: El L 1 0 4 Q , 3 ,- 1© I3 1 4 ,P. ts: 0 I I74 1 inj I. 0 zt -- �. 1 _ 1. £2 1 (�l $�i S r: z �. s ( ,pl "p _ ^ 11 , it 11 L �y SYM A C SEISMIC REPAIR 1ST FLOOR REVISION J# 73 01139 - 00 BY DIRGroup APPROVED Ow DATE 5 - 18 - 01 SYM REVISION BY APPROVED DATE Zi.erzzEz.v.a. 5155 REGISTERED \ ARCHITECT AL SCOTT AROSE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINELE CHECKED DATE SUBTiTLE #3 TYPICAL 7 OS COMPOSITE DRAWING SEISMIC UPGRADE DI III !limn 1A (11 GENERAL NOTES A. WORK TO BE PERFORMED ON ONE STAIRWELL AT A TIME_ B. COORDINATE HOURS ALLOWED FOR WELDING AND OTHER CONSTRUCTION ACTIVITIES WITH OWNER_ C. PROTECT FINISHED OFFICE AREA SPACES TO PREVENT MIGRATION OF DUST. THIS INCLUDES ACTIVITIES RELATED TO GWB PATCHING AND SANDING. COVER WORKSTATIONS COMPUTERS AND THE LIKE WHERE WORK AT OFFICES IS TO OCCUR. D. VERIFY CONDITIONS PRIOR TO COMMENCEMENT OF WORK: FURRING FOR STRUCTURAL HANGERS AS INDICATED IN CONSTRUCTION NOTES BELOW MAY NOT BE REQUIRED PENDING ACTUAL AS BUILT LOCATION OF EXISTING FURRED WALLS. IN THIS EVENT, RECONFIGURATION OF EXISTING STUDS, PATCHING OF GWB, REPAINTING OF WALL S AND REINSTALLATION OF EXISTING WALL MOUNTED ITEMS MAY BE THE EXTENT OF THE WORK IN LIEU OF WORK OF CONSTRUCTION NOTES 1, 5 AND 6 BELOW, CONSTRUCTION NOTES • FUR OUT AROUND STRUCTURAL HANGERS PER 12/A501. CUT AND RECONFIGURE CEILING SYSTEM EDGE ANGLES AND CEILING TILES. PATCH HOLES IN GWB AND REPAINT WALL TO NEAREST BREAK (CORNER, DOOR, ETC.) LANDING RE— SUPPORTS FROM FLOOR OR OVERHEAD BEAM PENDING SPACE AND ITEMS TO BE RELOCATED. TAKE CARE NOT OT DISTURB TELEPHONE AND DATA CABLES AND CONNECTIONS IN DATA CLOSETS, REF_ STRUCT_ FOR DETAILS. • PROVIDE NEW EMU AT LOCATIONS WHERE DEMOLITION IS REQUIRED FOR STRUCTURAL MODIFICATIONS, PATCH CRACKS IN EXISTING CMU TO REMAIN ON INSIDE OF STAIR SHAFT. FORCE INTO CRACKS TO A DEPTH OF 1/2" MINIMUM TO MAINTAIN EXISTING 1 —HOUR FIRE RATING FOR SHAFT. RE —PAINT SHAFT INTERIOR AT PATCHED WALLS_ COLOR TO MATCH EXISTING. COORDINATE AREAS TO BE RE— PAINTED WITH OWNER. ® PATCH CRACKED GYPSUM WALL BOARD ADJACENT TO STAIR SEVEN STRINGERS. REMOVE AND REPLACE GWB WHERE GWB IS DAMAGED /CRACKED FULL DEPTH. REPLACE WITH GWB OF SAME THICKNESS SPANNING STUD TO STUD. RE— FINISH AND RE —PAINT TO NEAREST WALL BREAK (CORNER, BOTTOM OF STRUCTURE, ETC.) COLOR TO MATCH EXISTING. APPLIES TO ALL WALLS. • REMOVE AND RE—INSTALL EXISTING WALL MOUNTED PROJECTION SCREENS. PROVIDE SOLID BACKING AT NEW FURRING LOCATIONS; PROVIDE EXTENSION BRACKETS AT LOCATIONS WHERE SCREEN WILL BE SUPPORTED HALF ON AND HALF OFF OF FURRING FOR STRUCT. SUPPORT. © REMOVE AND RELOCATE WHITE BOARDS OR BULLETIN BOARDS AS REQUIRED TO ACCOMMODATE FURRED STRUCTURAL SUPPORTS. COORDINATE RELOCATION WITH OWNER. D01 -193 ISSUED FOR PERMIT CURRENT REVISION 73- 01139 -00 SHEET A3 DATE 5 -18 -01 RECEIVED arr oP nTKwuA A. SEISMIC REPAIR HOISTWAY DOOR FRAME AND SHAFT WALL BEYOND GROUT EXTEND FLOOR FINISH (PER SCHEDULE) UP TO THRESHOLD AND COVER WITH METAL EDGE TRIM SILL SUPPORT BY ELEVATOR MANUFACTURER FINISH FLOOR ELEVATOR DOOR AND SILL BY ELEVATOR MANUFACTURER ELEVATOR CAB PLATFORM LINE PASSENGER ELEVATOR THRESHOLD DETAIL SCALE: 1 1/2 " =1' -0" A4 A501 METAL EDGING - 12" METAL STUDS SEE PLAN FOR PARTITION TYPE AND RATING— y THERMAL BATT INSULATION 5/8" GWB TYPE "X" EACH SIDE- JAMB DETAIL (HEAD SIMILAR) n SCALE: 3 " =1' -0" SPECIFICATION A501 FREIGHT ; ELEVATOR DOOR HEAD WON DOOR HEAD AT FIRST FLOOR jJ8OPF.F. ` , 3/16 3 -18 3/16 3 -18 GWB AT FIRST FLOOR. ACOUSTIC CEILING TILE AT SECOND AND THIRD FLOORS RECORD DRAWING (FDS) REVISION 6" (4 1/2" AT HEAD) FREIGHT ELEVATOR HEAD DETAIL SCALE: 3 " =1' -0" 1A280,2.A280,3A2801A501 J #73- 01139 -00 DP JH DLRGroup DOOR OPENING ( -5/8" CLEAR HOISTWAY DIMENSION APPROVED GC WV w 0 (2) 4" METAL STUDS (16 GAUGE) FOLDING METAL GATE, AT EDGE OF FRAME REVEAL. ANCHOR TO METAL STUDS THROUGH DOOR FRAME DOOR, SIDE VARIES FRAMING ANCHORS GROUT FRAME SOLID HOLLOW METAL FRAME TS 2 "x3 "x1/4" AT FIRST FLOOR. TS 2 "x4 "X1/4" AT SECOND FLOOR. TS 2 "x6 "x1/4" AT THIRD FLOOR. (PAINT) METAL EDGING AT GWB (WALL ANGLE AT A.C.T.) DATE 3 -31 -95 5 -18 -01 0 SYM ELEVATOR DOOR FRAME (STAINLESS STEEL) — J' RUNNER AT JAMB OPENING -� 2 HOUR SHAFT WALL SEE PLAN FOR WALL TYPE ALL VOID WITH 1" COREBOARD ALL SIDES OF FRAME PER ELEVATOR VENDOR REQUIREMENTS"\ SEALANT ELEVATOR JAMB DETAIL (HEAD SIMILAR) SCALE: 3 " =1' -0" FOLDING METAL GATE 10" ALUMINUM TRESHOLD (EXTEND TO WALL BEYOND) CARPET .wll NMittrg CONCRETE SLAB AND STEEL DECK STEEL BEAM AND CHANNEL SILL DETAIL SCALE: 1 1/2"=1' 0" EXTEND GWB TO UNDERSIDE OF METAL DECK 20 GAUGE SHEET METAL ANGLE, FASTEN TO BEAM (CONTINUOUS) NOTE: 1. PAINT UNDERSIDE AND WEST PORTION OF BEAM WRAP TO MATCH CEILING 2. EXTEND WRAP NORTH TO MEET WALL FURRING AND BEAM, AND SOUTH TO MEET BEAM. WHERE FURRING MEETS BEAMS PROVIDE METAL EDGE TRIM AT BOTTOM EDGE. GWB TO EXTEND INTO BEAM WEB. REVISION BY DOOR OPENING (2 A458 A501 3/16 DOOR FRAME BEYOND 1/4 4 "x6 "x3/8 "x6' -6" LONG STEEL ANGLE CENTERED IN DOOR OPENING. WELD TO CHANNEL (PAINT) SEALANT METAL EDGING 4" METAL STUD BLOCKING IN BETWEEN STIFFENER PLATES (4) 1/4" STIFFENER PLATES EQUALLY SPACED 1/4 3 -12 7 SPECIFICATIONS I A501 BOS 4" METAL STUD WALL SEE PLAN FOR PARTITION TYPE CONCRETE SLAB SECOND FLOOR 6 "x2" 20 GAUGE SHEET METAL ANGLE, FASTEN TO BEAM (CONTINUOUS) (1) LAYER GWB, WRAP AROUND BEAM METAL EDGING WALL /FLOOR FURRING DETAIL (M SCALE: 1 1/2"=1' -0" 2A11 A501 APPROVED DATE N zL AroAczAvag. TS 2x2 SIDE RAILS CAP TOP, GRIND ALL EDGES AND WELDS 3/4" DIAMETER STEEL RUNGS AT 12" 0.C. THRU SIDE RAILS AND WELD 3 "x3/8" BENT PLATE 5/8" DIAMETER EXPANSION BOLTS TO CONCRETE ELEVATOR PIT LADDER DETAIL SCALE: 1/2 " =1' -0" A A501 2' -0" TOP OF MEZZANINE 4 ° FINISH FLOOR !-_._ I 5. 2 "x3/8" FLAT BAR WITH ENDS BENT OUT 2" FOR EXPANSION BOLTS 3/4" DIAMETER RUNGS. 1/8" FLUSH WELD AND GRIND SMOOTH 2 "x3/8" FLAT BAR SIDE RAILS 5/8" DIAMETER x 4" LONG EXPANSION BOLTS, TO CONCRETE /CMU, TYPICAL BEND ENDS OUT 3 1/2" FOR EXPANSION BOLTS 3/4" GROUT PAD PUMP ROOM LADDER DETAIL SCALE: 1/2 " =1' -0" A 1 TRUSS AND BUILDING COLUMN BEYOND APPROXIMATE LOCATIO OF HIGH - VOLTAGE POWER FEEDERS 6" DOUBLE 'E' STUD WITH 1" GYPSUM SHAFT LINER AND (1) LAYER_ 5/8" TYPE "X" GWB. MAINTAIN FIRE RA1180 OF HOISTWAY, TYPICAL. ELEVATOR SHAFT SECTION AT ELEVATOR SHAFT SCALE: 1/2 " =1' -0" A458 A501 REGISTERED ARCHITECT r i NA SCOTT KRUSE -STATE F WASHINr,Tnu 7" MINIMUM) ACCEPTABILITY THIS DESIGN AND /0R SPECIF1CA0ON IS APPROVED APPROVED BY ELEVATOR FLOOR SIGN DETAIL n A458 A501 SCALE: NONE PARTIAL LADDER SECTION SCALE: 1/2 " =1' -0" EXISTING WALL VERIFY EXACT-' LOCATION APPROXIMATE OF BEAM ABOVE HANGER ANGLE FROM BEAM ,/ ABOVE REF. STRUCT_ 5/8 "GWB DEPT. DATE DRA D. PLAGENS -NICKED G. KRAPE GNEER J. HILLIER CHECKED T. DRAG00 APPROVED ,-FINISH FLOOR 1 I I 1/4" RADIUSED CORNERS, TYPICAL 2" RAISED TACTILE NUMBERS WITH BRAILLE CHARACTERS METAL ELEVATOR FLOOR SIGN BOTH SIDES OF JAMB EVERY FLOOR. SEE ELEVATOR SPECIFICATIONS TITLE 1-1/2" 16 GA. STEEL FURRING STUDS @ 2' -0'• OC INCREASE SIZE AS REQUIRED. 2 "x3/8" FLAT BAR 2 "x3/8" FLAT BAR CROSSOVER BEND ENDS OUT 2" FOR EXPANSION BOLTS 5/8" DIAMETER x 4" LONG EXPANSION BOLTS, TO CONCRETE EXISTING LANDING AND STAIRS EXISTING CMU A501 A501 GEL - • US SEISMIC REPAIR BUILDING 14 -01 HOISTWAY DOOR FRAME AND SHAFT WALL BEYOND GROUT EXTEND FLOOR FINISH (PER SCHEDULE) UP TO THRESHOLD AND COVER WITH METAL EDGE TRIM SILL SUPPORT BY ELEVATOR MANUFACTURER SECURE TO EDGE PLATE FINISH FLOOR ELEVATOR DOOR AND SILL BY ELEVATOR MANUFACTURER - J- RUNNER TRACK STEEL BEAM PER STRUCTURAL SHAFT WALL PASSENGER ELEVATOR THRESHOLD DETAIL r 5 SCALE: 1 1/2 " =1' -0" 1/2" FIRE RETARDANT PLYWOOD (1) LAYER 5/8" GWB TYPE 4" METAL STUDS 16 GAUGE AT 16" O.C. (2) LAYERS 5/8" GWB TYPE "X" nnl_193 SHAFT INFILL DETAIL SCALE: 1 1/2 " =1 -0" 4 "MIN * GWB OVER FURRING STUDS HANGER REF STRUCT FIRE SAFING AROUND STRUCT 10 MASONRY OPG EXISTING METAL STUD WALL ;AtdSTING FLOOR EXISTING STAIR HANGER MASONRY SEISMIC REPAIR FURRING FOR SEISMIC STAIR HANGER SECTION SCALE 3/ ,' SCALE: 3/4"-= 1' -0" A501 SSUED F R PERMIT 4 " =' ° A501 DATE RRENT REVISION -0113 SHEET JOB SYMBOL A501 CLEAR HO1SPPAY DIMENSION ELEVATOR CAB PLATFORM UNE SHAFT WALL WALL, DISTANCE FROM EDGE OF SLAB VARIES 4" RUNNER TRACK SECURE TO SLAB WITH POWER DRIVEN FASTENERS AT 16" O.C. SECOND FLOOR A458 A501 CONCRETE SLAB AND METAL DECK PACK DECKING FLUTES WITH FIRE SAFING 5/8" GWB x 6" WIDE STRIP AROUND PERIMETER OF SHAFT INFALL REPAIR ,-MASONRY CRACKS 2A10,2A1 A501 EXISTING INTERMEDIATE LANDING AND STRUCTURE NEW LANDING SUPPORT RET. STRUCT. RECEIVED CITY OF TTJI(WRA COMP NO. -01 (E) COL (E) COL S452 S529 (E) W24 EXISTING STAIR AT THIRD FLOOR I/ 1' -o "" S452 (E) W24 A ' S52 452 S529 SIM OPP S529 (E) 10E 4521S529 S529 S452 S529 2L 4x4xf4 452 S529 SIM S452 E OPP 452 S5 9 45215529 45 2 5529 OPP 45t 2 5529 SIM OWN S529 2L 4x4x SIM 452 5529 EXISTING STAIR AT SECOND FLOOR 1 / 4 "=1' -0" REVISION BY APPROVED DATE b - 6"! J 52 J52 2L 4x4x %4 - (E) COL (E) 10E - (E) CMU WALL /- (E) W24 2L 4x4x%4 (E) COL - (E) 10E (E) CMU WALL (E) W24 REVISION BY 1 /4"4 - 0" APPROVED DATE EXISTING STAIR AT FOURTH FLOOR VL BO E / eVCO 2L 4x4x%4 (E) COL (E) 10E (E) CMU WALL (E) W24 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY 1GBPT. DATE 1 DRAWN N SHAKHNOVICH CHECKED P_T. RYAN ENGINEER A. WONG CHECKED DATE 05.21.01 05.21.01 0521.01 ISSUED FOR PERMIT SUBTITLE TITLE NOTES: CODES AND SPECIFICATIONS A. UNIFORM BUILDING CODE -1997 EDITION B. AISC MANUAL OF STEEL CONSTRUCTION - NINTH EDITION C. AWS STRUCTURAL WELDING CODE - ANSI /AWS D1.1 -90 MATERIALS A. STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36_ STRUCTURALPIPES SHALL BE ASTM A53 GRADE B OR ASTM A501_ W- SHAPES SHALL BE ASTM A992, Fy =50 KSI 2. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS_ 3. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE. FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED_ 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING_ SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT. OIL. GREASE, OR OTHER FOREIGN MATTER. 6. GROUT SHALL BE AN APPROVED NONSHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. THE MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE AT LEAST 40.000 PSI. B. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS 1_ ASTM A325 3/4" DIA BOLTS SHALL BE USED IN ALL STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR SLIP CRITICAL CONNECTIONS. 2. PROVIDE EACH BOLT WITH ONE HARDENED WASHER. ONE LOAD INDICATOR WASHER. AND ONE HEAVY HEX NUT. UNLESS NOTED OTHERWISE. 3. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AM AND AISC SPECIFICATIONS_ ELECTRODES SHALL BE E -70 SERIES. 4. FOLLOW APPROVED PROCEDURES TO REMOVE OR PROTECT EXISTING INSULATION AND OTHER FLAMMABLE. TOXIC OR HEAT SENSITIVE MATERIAL WHEN WELDING NEARBY. 5. ALL COMPLETE- PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED UPON COMPLETION OF THE CONNECTION. EXCEPT PLATE LESS THAN OR EQUAL TO 1 / 4 INCH THICK SHALL BE MAGNETIC PARTICLE TESTED. REDUCTION IN TESTING MAY BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE ENGINEER. GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B_ ADEQUATE SHORING AND BRACaR a SHALL BE PROVIDED DURING APPROVAL FROM THE ENGINEER_ FIELD CHANGES SHALL HAVE PRIOR C . DO NOT SCALE DRAWINGS. D. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTION 108. SPECIAL INSPECTION IS REQUIRED ACCORDING TO UBC SECTION 1701 FOR A325 BOLTS AND WELDS. E. ALL DIMENSIONS MARKED WITH * SHALL BE FIELD VERIFIED. F. REMOVE EXISTING FIREPROOFING MATERIAL AND /OR ACOUSTIC TREATMENT AS REQUIRED FOR WELDING. REPLACE THE REMOVED FIREPROOFING MATERIAL AND /OR ACOUSTIC TREATMENT TO MATCH EXISTING. G. IT IS ASSUMED THAT THE EXTERIOR WALL PANELS CONTAIN ASBESTOS. CONTRACTOR TO REMOVE OR ALTER PANELS ONLY IN ACCORDANCE WITH APPROVED PROCEDURES FOR HANDLINGSUCH MATERIALS. STAIR PLANS SEISMIC REPAIR D01 -193 SHILLING WAAU MAGNUSSON MISFIRE ,CURRENT REVISION (SANDAL SLEET S452 ConmlBngSWUUUmI and GAI Nifters 1301 GN AAN, S G 3200. SeBHR WA NSES.2699 Ph20N292.1200 N.SOI /292 -1201 kYRNANh16n0mn DATE 05.1 5.01 PL1/4x4" (E) STAIR LANDING PL %2x4 "xl' -0" a 2' -6i '/8" WELD BTWN ?L1/2' & (E) METAL> DECK 1 (E) SLAB 3 SIDES (E) SLAB (E) W14 SYM REVISION BY APPROVED DATE SYN REVISION BY APPROVED DATE VLAsrOE /NG. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY j DEPT. DATE DRAWN N. SHAKNNOVICH CHECKED P.T. RYAN ENMWIR A. WONG DATE 0521.01 05.21.01 05.21.01 (E) BM CPS PL x9 W/ (4) "0 A325 BOLTS 2L 4x4 HANGER (SEE NOTE) (2) 4 "0 A325 BOLTS NOTE= SECTION SCALE: 11/2"4-0" SECTION SCALE 11/2 1%2" SI MAX 1. HANGER MAY BE REPLACED BY POST SUPPPORTED ON THE EXISTING SLAB OR EXISTING BEAM BELOW_ SEE ARCHITECTURAL DRAWING FOR LOCATIONS REQUIRING POST. SEE SECTION F/5529. 3 � 1 r 6 YI6 PL(4x6x0' -10" (EA SIDE OF WEB. SHIM AS REQ) W/ (6) 14"0 A325 BOLTS a 3" ` L NEW W12 (SEE PLAN) NEW OPNG IN (E) CMU WALL \' (E) CMU WALL (E) CMU WALL NEW OPNG IN (E) CMU WALL A S4521529 S452 1529 SECTION SCALE 1'/ 1' -0" PL4)x6 W/ (2) 4)'o A325 BOLTS P3 (E) SLAB -, SECTION SCALE 1/2' =1' -0" z N g (E) CMU WALL 1" NON- SHRINK GROUT (E) W14 NEW OPNG IN (E) CMU WALL FILL W /COMPRESSIVE MATERIAL. SEE ARCH ( CONTR'S OPTION TO OVER SIZE & REBUILD OPNG) S4521 NEW W12 OR C10 (SEE PLAN) —, rNEW W12 OR C10 (SEE PLAN) / — - x k NEW OPNG IN (E) CMU WALL PL %xO' -10" W/ (2) 1/2"0 HILTI HAS a 7" OC W/ HY -150 EPDXY S452 S529 (E) STAIR SECTION SCALE 11/2 4)6 '2 a 12 E) E10 -r' (E) STAIR LANDING PL V4x3x0' -3" a 2' -(r OC 416 416V2a12 )6 )(6 C S4521529 TITLE (E) BM PL %4x2 a 2' -0" SHIM AS / 11/2 LINE UP W/ THE REQ'D STIFF PL V4 IN (E) [10 SECTION SCALE 11/2 -0" ELEVATION AND DETAILS SEISMIC REPAIR ISSUED FOR PERMIT SL9TITLE (E) STAIR LANDING --, PL)4x6x0' -10" (El SIDE OF WEB) W/ (6) 4 "0 A325 BOLTS a 3" I NEW C10 (SEE PLAN) NEW OPNG IN (E) CMU WALL (E) CMU WALL D01 -193 CURRENT REVISION SHEET SMILLINS HANA 61116 NA6MUSSDN BAARSN IRA S529 D S452 5452 GlffiANNAA SV AA/AAI and Del R0fteAA 1301 R0h Amens, S N 3200, kmIA WA 98101-2699 AKDAAS921200 .20AV292 -1101 N*J/ransWhngmn SYMBOL DATE 05.18.01 RECEIVED CITY CF TDtCWILA