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HomeMy WebLinkAboutPermit D01-316 - MCCONKEY INDUSTRIAL PARKDO1-316 MCCONKEY NDUSTRIAL PARK 838 EAST MARGINAL wys Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCIJPANT OWNER CONTACT City of Tukwila WARNING: AOFF DE VPE_RM 000 North: SEATTLE CONTRACTOR' 146 THIRD AVENUE SOUTH, EDMONDS WA 98020 * * * * * * * * *** **** * ** ** ** ******** * ***** *** ** ** * ** ******* * *** ** ** *** ** *fir * * *• ** ** * * * ** *** Permit Description: VOLUNTARY SEISMIC RETROFIT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 100, 000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb.. Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Si zc: (•in) : .00 Flood cod Contro l Zone : N . H a u l i n g : N Start Time: End T i m e : Land Altering: N Cut: Fill: Landscape 'Irrigation: N Moving Oversized Load:. N Start Time End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N * * * * * *. * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL. DEVELOPMENT PERMIT FEES: $ 1,644.19 ******************************.*********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Si gnature: _.Kt I hereby certify that I have read and examined this permit and know the same to be true and correct. A l l p r o v i s i o n s of law and ordinances governing t h i s work w i l l be complied with, whether s p e c i f i e d herein or not. The 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 o F work. I am authorized to s i g n for and obtain this development permit. Signature:.- Pri nt 032304-9164 10838 EAST MARGINAL WY S License No: RMILLCI190L5 DEVELOPMENT PERMIT T IF CONS'T'RUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THIRR OWN RISK. .0 South: Sewer: Slopes: MCCONKEY INDUSTRIAL PARK 10838 EAST MARGINAL WY S, TUKWILA, WA 98168. MCCONKEY DEVELOPMENT CO 3006 NORTHIJP WY 11101, BELLEVUE WA ROB .MILLER 146 : THIRD AVENUE SOUTH, EDMONDS, WA 98020 .R MILLER CONSTRUCTION .0 VAL VUE N Permit, No: Status: Issued: Expires: Occupancy: UFlC : Fire Protection: East: .0 West: Streams: Phone: D01-316 ISSUED 10/11/2001 04/09/2002 WAREHOUSE 1997 SPRINKLERS .0 Phone: 206 583-0238 Phone: 206 583 -0238 /_t__ f :: Date: _.. ay 4/ Date : /v - / / — d (206) 431 -3670 This permit shal 1 become nul 1 and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned For a period of 180 days from the last inspection. z Z `. r4 2 w 00 N W. W =. • LL, w 0 gEi U..Q - d: = z � z o o' U.11 W U 0 � - • H w w i••• • U' • o' Z • = 0 ~ . b; ,..,n.0 a: c n., w ✓�r4'k.k ,ati dtir rs.3.,r e:kv .tc¢.i. ,. ;r :;X' i4 kr . , n CITY OF TUKWILA dress: 10838 EAST i'1ARGINAI..... WY S Permit. No: D01-316 Suite: er :. Status: ISSUED Type: [EVPERM Applied: 10/01 /2001 arc;E I` <11: 032304-9164 issued: 10/11/2001 ** ** * * * ** * * * *** * * * * * * * * * * ** fir**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit ;Conditions: No, changes .will bE; made: to the . plans un l es<s approved by the Erigineer and the Tukwila E3ui ld-irrg- r)'it!i:siori Any exposed insulations back irlg inat:er 1 al _ shal 1 have a Flame Spread Rating of 25:: :`or 1"ess, and material >hra11; bear identi- fication showing • tkie f ° i re performance' rat i ng thereof,. ,Al 1 construct 1 or►; to be.; dories "1 n Corn for nanc a ;` w.i th approved plans and re g01rF merltS of the Uri 1 foam - 'EJu i 1 d i rig' Code (1.997 : dit•ion) a$ = amended; Uniform Mechanical Code' (19.97 Edition), and ` ' Wash i ncj t orl State ,Energy' Code (1997 Ed i ori) al.idity ff Permit.' The issuance:* a permit or approva )1 aril, s' ec i f i cat. fons and ;cornputat i ones shall not be cor►... � strued be a permit for ar; an approval of, any vi i . ar►y: o f the :' prov s i ons ;'of the b u i l d i n g code or of any Cher ,,orrd i riarce of they jurisdiction. No permit presuming..; Y 1 •1 ve :,ai thcri ty to vi ol ate ., or dance l the provisions of this code , ► sha1Mbe. valid. 11 Permits; irispectlon ,records, arid; approved plans shall be ava 71.ab 1 e: at . the ..job prl or• `,.to 'the - 5s'tart of any con Str udi on t^ TheSe documents 'are to be Maintained and ava1 ab1e:; ui'lt•i1 • f1nal inspection 'ei,ts granted. * *F lRF: 0E E'ARTMENT COND. "'IONS * * *, The 'ached .set of"' . p1ar.�s 'have been re 1 by The F i r F r'ever>.t•i on E1u`reau` and are "acc�e:ptal)1 e with ; 'th'€ Following conic erns Sprinkler protection shall be extended to al 1 areas:, where r requi red . 1 ' rtc'l ud i r►y all enc 1 osed areas, ; below `obstructions and : unde 'r; overhanjs ;gr•eater� than 'four feet 'wide. (NFPA 13 " . , All new ! nk ler systems and al 1 mod? fi cat ion to exist 1r1y spr •i rik l e:r ' =shall have fire department review . :and approval of % i prior to installation or modification. New spr • i nk1 Err systems and al 1 m o d i f i c a t i o n s to s p r i n k l e r systems . i r►vo l vi r,g more than 50 heads' shall have the :written approval of the 'W. S'. R., E3 ., Factory Mutual, Industrial Risk Insurers, Kemper or any , other representative designated the City of,..Tukwi.la,'...,prior to submittal to the Tukwila f=ire Prevention 'EBureau. No sprinkler work shall commence without approved drawings. (City Ordinance 111901) 10. Any overlooked -iizardous condition rand /or v1olaLior► of the adopted F i r e or Bd4 Codes does not imply approval of such condition or violation. 1. THESE PLANS WERE REV IE.WED BY INSPECTOR 511. IF YOIJ HAVE ANY Q1JEST IONS, PLEASE CALL THE TIJKWILA F IRE. PREVENTION BUREAU Al (20'614375-4407. . 1 hereby certify that 1 I /ave read these c o n d i t i o n s and will comp 1 y with them as outlined. All provisions of law and ordinances governing th15 work will be complied with, whether specified herein or not The 'granting of this perlilit does not presume to give authority to violate or cancel the prOvisions of any other work or local laws 're uleting construction or the performance of work. t • • • ••• . . , ••• • I • Project Name /Tenant: McConkey Industrial Park Value of Construction: $100,000.00 �-w Proposed use: CI Retail ❑ Restaurant CI E Multi - family l Warehouse ❑ Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University El Other Site Address (include suite number) City State /Zip: 1 838 East Marginal Way South, Tukwila WA 98168 - 1932 Tax Parcel Number: 032304 9164 - 09 If yes, extent of change: (Attach additional sheet if necessary) Property Owner: East Marginal Way Properties, LLC Phone: (425) 889 - 1180 fire alarm ❑ none ❑ other (specify) Street Address: City State/Zip: 3006 Northup Way, Bellevue, WA 98004 Fax ll: (425) 822 - 9393 Contractor: R. Miller Inc., Commercial Contractors Phone: (206) 583 - 0238 Street Add s4: City State /Zip: 146 Third Avenue South, Edmonds, WA 98020 Fax #: (206) 583 - 0306 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: i ABS B Consulting — EQE Structural Division Phone: ( 206) 624 - 8687 Street Address: City State/Zip: 1411 4th Avenue, Suite 500, Seattle, WA 98101 Fax It: (206) 624 - 8268 Contact Person: Rob Miller Phone: (206) 583 - 0238 Street Address: City State/Zip: 146 Third Avenue South, Edmonds, WA 98020 Fax II: (206) 583 - 0306 1 I Description of work to be done (please be specific): Voluntary Seismic Retrofit Existing use: Cl Retail ❑ Restaurant ❑ Multi - family kJ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office ❑ School /College /University El Other _ _ �-w Proposed use: CI Retail ❑ Restaurant CI E Multi - family l Warehouse ❑ Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University El Other Building Square Feet: 184,000 existing No. of Stories: 1 Area of construction (sq ft): 184,000 Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes X❑ no fire alarm ❑ none ❑ other (specify) Existing fire protection features: X sprinklers El automatic Will there be storage of flammable/combustible hazardous material in the building? ❑ yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi- Family Tenant Improvement / Alteration Permit Application ❑ Flood Control Zone ❑ Hauling ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Landscape Irrigation El Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage El 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 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure evill 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 accepted: PLEASE SIGN BACK OF APPLICATION FORM Ham crpermil.doc CITY OF TUK' `ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application expires: �YrO� Project Number: Permit Number: (,) Application taken by: (initials) BUILDING R O THORIZED AGENT: Signatur i - �'' " Date: September 27, 2001 Print afne :, Rot Miller Phone: ( 206) 583 -0238 Fax It: (206) 583 -0306 Adcjr a Third Avenue South City /State /Zip Edmonds, WA 98020 APPLICATIOOMUST BE SUBMITTED WITH THE 1 LLOWING: » ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER 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 in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) 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 Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use CC W only) 6 5 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) c ❑ 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form I-1 -9). W Lxl ❑ Floor plan: show location of tenant space with proposed use of each room labeled —J F— U) WO Lxl ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. g U ❑ Vicinity Map showing location of site = d 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. w ui U O - ❑ I— ww H r- u' .. w O ~ FS Pin ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ® Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. U ❑ 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) Cl © 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 be required as part of this submittal I HEREBY CERTIFY THAT?HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. HAWN clpern,ir.duc z 1r4 4 ,k k #* t rFk #;t * * ;1 k * k h * k *;lr;t *:s ;F A" K W I L ' T1,ANE MIT: �;Aat : Art"? Mkt.* Ak:* k*: t*;; kk! r: 4A0.k*' A; 4A* k.*** * *7t•kvk. :tk *A*4khA:4•k *•k• k* :t 4A.k4t• R;ANSM'I1 . Mumb0,rN ..F'QiO1274 .'Amcaurli,.c 645.94 40101/01 09e3G P ayment .ifie hod CHEC)t trot: tion. `R.. MILLER CONS71t xn it SKS er•Pnit- No: "1701 - 316 Tyne: DEVPERII CEVE1_OPMEtfl PERMIT Par�c'e l �1a 02304 .91,t 4 S 1 to fAddrtet M EAST tiARt3INAL WY S Total s % 4,19 ' F'ee ]' :Payrnerti; 4 „:94 Total ALL Pints:: 645.94 E3ai artcea 998.2' krk ** 1, 4 :it +;4***k * *h * *k.A *ttAkA !r* •k. 3.k: 4; 1 **A*•.*+; t *;11.A•k•kkof* *:4*old.A*:t* * **. Ccourtt Co pe`icr . i pt i tlrt Amount .. q`U�} /fir# »8 0 PLAN 'CHECK . NONRES • 645.94 ti ixa� i�yyi�6`r:;l l':F�isik?a� i± 0 w� �' y�'R H �T 'y••��� C�}{S'� �➢ .7.A S. � ". l`5* /.•. �,, • M" 1' • • ********** * * * * * * * * * * * * * * * * * * " * * * * * * * * * ** ITY OF " TUKWILA,WA TRANSMIT_ ** 6 k,) 4*.***********O.******;****** * * * * * > * * * * * * * * * * * * * * * * * * * * * * * ** IT, : TR ANSM Number:: R0. Amount: 998.25 10/17j01 13:37 P ayment' Method, :. "CHECK Notation: R. MILLER CONST Init: KAS• Permit No: D01 -3 Types DEVPERM DEVELOPMENT PERMIT arce:l 032304 -9164 ." i i.e 'Address: 10838 EAST, MARGINAL WY S Total Fees: 1,644.19 s aYment: 998,.25 Total ALL Pmts: 1,644.19 Balance : .00 Account Code Desoription Amount 000/322.100 BUILDING -. NONRES 993.75 00/386.904 STATE BUILDING SURCHARGE 4 50 Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit . ject: ke l 1.4'14. 1 k' Address: " �p instructions: • / '1 t . CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: $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: Type • • : ct ' n: Date called: Date wanted: '. C Requester: (206)431 -3670 Corrections required prior: to approval:: Date: 2 s at i :;A ai7iea L%1` w444.A`'id'„ Project C 1 ; I l'0 I' i —1-- � hc - oi' Type of Inspection: : . '� {no t a ' Address: l $3 ? . !. :. tAQr 1,, «1 L c k Date called: !1— 2I- o t Special instructions: _ . Date wanted: Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: PC fAVPA �1 t w� 1- o Tv-Ovrk ip.S* )O T -?O IiOu1 t �� : ia > -.& , v\ C Ov∎Crr4e. Inspecto : Ei $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 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: n-.).)- r} :4ivutvucl:.,.�:1 w:a:e" Kaar':�l.Eo'r; ,..11.:k h1.9 t•;:4, W:4`:c:h,.aw, n .,,:. ','di .t : .;c,r.�r • pr t: cai at A Type of Inspecon: _&)Irt9 Ackirgssi _ , .„ i ) (A t I-tar wild 14.S Dat callet k/ Or t 7 • Special instructions: Date N/1 J i I v 97 C> Re ester: rift. L Phone: 2 010 ' (OgtOc INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspect ' • • : " , • - INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Eli Corrections required prior to approval. COMMENTS: nPA4A4 / 76 tivt) • ( CY /1-Cel#1.1 • "7",57;rkta L4 7.00 REINSPECTION FEE RQUIRED. Prior t at 6300 Southcenter Blvd., Sui e 100. Call to s Receipt No: Date: inspection, fee must be paid edule reinspection. Date: PERMIT NO. (206)431-3670 • COMMENTS: 0' ,4c(174.44 1,---12 ri i2fl�!/� c iqr It∎/ta d -aY o rn lit/?/ C ?) &a ,20o P A I F210 - 7 2 . S A f T - r CA tryl 4 0 Address: ( . I c5A 3 E 1t-la� ( 1 jn i tj S Date c d: I I /i 1 n T1) f Iv 4 Weo ce); ' Date ant n / ,__; 4 ) 147) r 1- AI / 1' 4 Requ,efter: ere V1 /,rri / , --/ i ; /S ,, , c/ S erky ' . 0/ 0050 /= /»2 g i rri,Li / ,9/2 „v,,%'Lf-. 5 . ,7 ? Project: / ' � �C (. on 4 e t! 2fil1! /S7/�rr Type of Inspection: � . f T - r CA tryl 4 0 Address: ( . I c5A 3 E 1t-la� ( 1 jn i tj S Date c d: I I /i 1 n Special instructions: Date ant n r Requ,efter: ere V1 '' Pho a1n-t L-01e7 " 0050 LNSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved per applicable codes. `Corrections required prior to approval. INSPECTION NO. Impc'to Dqte: // f 4 te;7 p REINSPECTIO . Pri to ins ection must be $ RE Q UIRED R /� paid 6300 Southcenter li vd., Suite 100. Call to schedule reir(spection. F Receipt No: Date: PERMIT NO. (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 ?oik1 1 r(4c frt Addr ss: 1 r3$ CACI in2J 5 Special instructions: ( TYectio G+ ■ i!L f ICS Date ted: Requ , Dtbc (206)431 -367t Approved per applicable codes. IX Corrections required prior to. approva COMMENTS: YV‘t.S._Ci ' >nr GL-- orkd 46 3 o riff( 'PS CI f ; P 1+ ,r r'n r nn �PC t 6i 1 vN r C_" { -Pc '.. 1 'PV1c 619 e r vyl-,94. iJC c nG v1� e CO, 0rrk-i --►ate l ` 3..j Strca f s on Ocu pr Irr 1 1 1 1 1 { l 0c4 ; aVN . cu - rr t fr S ret-A 101/\ - ? 2 ,N„ A04 rat Kfof, u Inspector: JQ A. Date: I n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . : rn�:.: i�1 .s;1:.'ria�s,�+i'.�a�±±:"si+' �J.�;a�'.�•`�„ �'� 1,..:' �:".:;'S �. 1.., iz � "r.. -+..... 1r:;« wt4. 11t6��dl 'Yn1'1b4GdiP�GUi.M1t�t.e,iZ:i .ia a+1'k..�'$ti'Sr Y; 7�I�J .n 4. , a11ce ,.0;i44490,41 s\ >.�lrb?ddudistScdcx zKas; -•u1i:: s: ?,i:■rlbtiw r1 sf� q f- 1ti..:1:31p ii. . >ol4 in November 16, 2001 Cert No. 0110 -51 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: McConkey Industrial Park 10838 E Marginal Way S Permit No ' D01' -3 '16 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Epoxy all thread bolts All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 11 -07 -01 and is number 110178. Respectfully, eft) CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 128TH PLACE KIRKLAND: (425) 823 -9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 CASC J' TESTING LABORAT 1 Dennis H. Stack President RECEIVED NOV 2 0 2001 DEVELOPMENT SEATTLE: (208) 525 -8700 EVERETT: (425) 259 -0817 \ L. 1110 CASCADE TESTIr _ LABORATORY, INC. TESTING & INSPECTION / E NGINEERS PREVIOUS 110 1 Q 12919 N.E. 126TH PLACE REPORT No. No. J. V KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259.0817 DATE 7/ CERT. �Co ---1 FIELD REPORT RECEIVED TO: P ROJE LOCATION or r+ • Lift[` NOV 16 2001 :LDG, PERMIT NO, /R -31(0 - l 4 . d4 • i COMMUNITY DEVELOPMENT VEATH 1 VCS ( 1 � TEMP. AT AM AT PM ENGINE S 6ltis()t h ATTN: ARCHI EL,T CONTRA OR 7C L 7W(. (;D/ (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY STEEUMASONRY _ STR.STIWELDING 0 H ? • STR.STIBOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS 707 %-1t LLE PI -- WALLS k"IgS — a ' i — BEAMS (4) LOCATION (AREAS) I ✓ �■mt ? D asL O. /- A. i 40 L A ' (5) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (f c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CO ENT ( %) SEE CYLINDER REPOR • . ES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS r or mew 4�r It D/67 # �a REMARKS: 7TA 1 7 � J to/o//..0.0/ 1 / / d 17(1) da-1-80( 1013f 12©01 v1 7 /(D/7/ deriej Rh 11,0e, I �f' / / o r 7_5" Wa+ed ///6/ D / - 1,7 en 044C GO _ 84 ge . noei( a.1 1 - 5 nut /iPte 7 zu4// weric cwt , TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 I) INSPECTOR(S), NAME(S) PRINTE INSPECTOR SIGNATURE SIGNED BY COPIES TO• 1t!11;fr “:) .X " z z 6 2 UO O W= J u_ WO 2 J CO _ a H- _ Z �. W O 2 j O • N D 1- W • W I— F . -I' O tit Z co U O z TO: ATTN: ( INSPECTION PERFORMED RESTEEUCONCRETE TEEUMASONRY TH 5t 6 (4) LOCATION (AREAS) 7 OA (5) CONCRETE/MASONRY SUPPLIER SLUMP (INCHES) AIR CONTENT ( %� REMARKS: At( 1 E 531 o or iY-dlezg CASCADE TESTII . 'LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 - 0817 FIELD REPORT RECEIVED NOV 1 6 2001 DEVELOPMENT _ RESTEEL ONLY _ STR.ST/WELDING — STR.ST /BOLTING MIX NO. PREVIOUS No. No. 110'17 5 D72/6 J CERT. N0 O 5I /�© ® l ) PROJECT �Nc43 Vl� r Pte L CATION / ifOg g r l 5 t BLDG. PERMIT NO "'ER : . pot --3 r WEATHER - ENGINEER ARCHITECT (3) ITEMS INSPECTED o ltED PIeRS / DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER R YES ._ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS TEMP. AT AT 13-5 C_4nusv 1-(--(' CONTR TOR Vi4 ‘ frm — FOUNDATIONS FOOTINGS _ SLAB AUGER CAST PILES COLUMNS f f --- WALLS BEAMS AM PM ( le .r`�eP'S '�c'C �,f� I.�o J �(e a lAak_a holes 0_2675, eeduk_ b-recr-e e .V77" efelX TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 COPIES TO (e.. 114_, I I hi/ INSPECTOR(S), NAME(S) PRINT INSPECTOR SIGNATURE SIGNED BY dew4. t. i,.4., b,ri!(J'k1V:Nx`ijf'eJi!ktfw`14 r.� L CASCADE TESTIN LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 110171 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 DATE /, /t Act) CERT. NO. o 5j -0819 FIELD REPORT TO: PROJECT P C , Peo-k LOCATION / / E / ' 4�lc<( ide, 5 / RECEIVED BLDG. PERMIT NO. Dar ` 516 OWNER 2001 16 2 WEATH /J / 4S1'de TEMP. AT AM AT PM COMMUNITY DEVELOPMENT ENGINEER A-fis 6uso ' ATTN: ARCHITECT CONTR(( \ \ TOR L +J / i JJ ��� 8 Ca pt517 INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING S R.ST /BOLTING (3) ITEMS INSPECTED _. FOUNDATIONS FOOTINGS SLAB AUGER CAST PILES COLUMNS Xl ILLF99P IRS/ i i WALLS k A Les /THER v /�. 0I — BEAMS (4) (AREAS) E CCE ) 1 Ut..�`� Cr '\ 1°asi Loo. t ‘ L9 -C � �, t 7 /L 1 ( / - 4 ( 5 D J . • r J P.c r :�af� R • we I A fn 3 . . • A Re, ri- e ■ 7. t . 4. L) _ C5 A MteklAr ■ A, / e G (5) , CONCRETE/MASONRY MIX NO DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT N • Jr S ..— NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS ii xtS Cow lid Mc. er / %' J L' • :A► f/to t REMARKS* a !pc K m S 4 a (./k a. 1A) (re Q k c'd COPIES TO ord,d5 1 1k pj 5' 3 D O or ,& Alr ! �' IES UJeP2 deetfrc trvi\A-reo( TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 INSPECTOR(S), NAME(S) PRINTE INSPECTOR SIGNATURE SIGNED BY lass ,rid_ __ Acr c. =�S V: uS'.it'•ti::e:;,S i`j ♦'i;.�i a4`Y�tr%�N�li N% L I. CASCADE TESTIN LABORATORY, INC. TESTING & INSPECTION I ENGINEERS PREVIOUS O 12919 N.E. 126TH PLACE REPORT No. No. 11 7 KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE/ / // zoo f � / � CERT. NO. eP c o �1 FIELD REPORT TO: PR . -- � �vc key : pco_k LOCATION 10 p� ((�/)ia (day RECERECEIVED G, PERMIT .00P -3i C., OWNER NOV 16 2001 corm WEATHER (t �� TEMP. AT AM AT PM DEVELOP E N GINEER A-eS 6 4,1 ATTN: ARCHITECT CON ACTOR /// L I ` /M er- 6 ( INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY — RESTEEUMASONRY _ STR.ST/WELDING Fj�STIBOLTING ( ITEMS INSPECTED _ FOUNDATIONS _ FOOTINGS SLAB _ AUGER CAST PILES COLUMNS i �R d--1.1. P ( EDIE� � � —WALLS / ? HER q ����� 'V O�L _ BEAMS ( O ( LOCATION (AREAS) r s Cd 1 -60- C 0 K Sovf�C... Ll �Q L 1 O ) 7 I�1 + e (CX 47-0(,44. I 40 C L 4 l7� Tv a WO( ('G( /AXI f DT' , U 7 i (l /I 'vtle 5 el vtv e'a.4- w -6-ask 3 - CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (ib) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT • s ( Y ES _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: A-11 Q /}SCy f.J4. e S c3 t �tt'd' pr-fhpt S d' �e�[ I S o per ���eer`s c l�c�. q lC lcs arY 66- fl(ed 1-0 Pe��rPbe de 3 -14- `/ a uoC (es cvee deco( ) r-n�� all - 't`tr-epc15 eiere TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 COPIES TO 1z i1 Lk . ( /) L INSPECTOR(S), NAME(S) PRINTE INSPECTOR SIGNATURE SIGNED BY vk 6-655 n / 7 LP CASCADE TESTY` 'LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 1.10167 12919 N.E. 126TH PLACE REPORT No, No KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425) 259 -0817 / 2 f� f / ECJ CERT. El to -- C1 FIELD REPORT TO: PROJ Coptke .(Kcet. Pchrk. LOCATION / C l 0 g %'!�[ l &tp� / /Q .J� (.ci RECEIVED BLDG. PERMIT NO. 126(...-1( � � [ NOV 1 6 7001 WEATHER ik5'id TEMP. AT AM AT PM COMMUNITY DEVELO PMENT ENGINEER 135 � () ATTN: ARCH( CT CONTR OR �vt l � er - 67t.t. -- I ( INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING HER STR. (BOLTING ( ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB AUGER CAST PILES COLUMNS — �H�� D j �ER � eS —WALLS t �/ l l (�L- p BEAMS Q � � � ` t e '`�J,\�1.. _ ( L O CATION (AREAS) � - ef'C( - af r-ev l i� S 1'L e4$4SCc'e (9' 11 C-/-6 N e. 1 to a ' ' -Swl. t c !nom ill -e--'o aLVAv( ©tit. Sa v- wax( ax( 4' avtit- 0 ` o 19 a opt& u - rl)arc w l Pvte 7,, /y p-tel CONCRETE/MASONRY MIX NO. ! DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) / SPECIMENS CAST AIR CO TENT ( %) SEE CYLINDER REPORT ► • YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: S COL(, f' 1 J i 4 ' 4 • e i • • f' 04. ( (eS 1.o.errt r., e4. i9eG7 si u 0/96)( z ar TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8 /00 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COPIES TO ups 61 4 53, o I: v'i ai;;+ �. �: it' M` F: i;.,i ✓c.i.32'Fp'�#(�1z.�if7:�4' k s?� 'te>' :lack ED CASCADE TESTII\. LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 110166 12919 N.E. 126TH PLACE REPORT No. NO. KIRKLAND, WASHINGTON 98034 823 (425) - 9800 EVERETT (425) 259-0817 jjj J DA e, / CEo N FIELD REPORT TO: ffl d0 k 'r LO 1 V y./��/J Q Net it l S', RECEIVED ( BL G. PERMIT NO. p; . OIER OVER «( NOV 1 6 2001 FATHER l I'[ 57 TEMP. AT AM AT PM COMMUNITY . DEVELOPMENT ENGINEER / C0 501 ) 418-5 ATTN• ARCECT ' CO NT CTOR r� (�-!-- ( INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY _ RESTEEUMASONRY — STR.STIWELDING OLTING p (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB AUGER CAST PILES _ COLUMNS � ��t M )_" 1,4 BEAMS --yHER � �� a� e T — ( LOCATIO (AREAS) /S a+ ck✓ ee (A eaS4'5i h 0 . 6 l -- 6 - eP Ale e 7'c'o cr cinoe-o-4,wt (t Ae le. CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPOR • YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: , A e* (J7'S �.Bl/LI < � V y 1 c / J Ilre / ac.uwk all a (e' fv 6 (Aar g grXi TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 COPIES TO P-1 T v-k- 1 - 1 INSPECTOR(S), NAME(S) PRINTE •/ j (( C r i S INSPECTOR SIGNATURE / �. L // ,A-4 7'-� (_!-� " /'4�C�/g'[>C/ • 1(1 SIGNED BY "x': %ii 5 >:i +iw�i,.�`.;f '�3+;P•>�: a,`,?4i',Wa «'tiz ritMl'$ih3 "•xSix x. .iwsnl�F`.: eas ABS Consulting EQE STRUCTURAL ENGINEERS DIVISION Date: November 6, 2001 To: Memorandum Bill Rambo, Building Inspector City of Tukwilla Building Department 6300 South Center Blvd. Tukwilla, WA 98188 Copies: R. Miller Construction From: Adam Ludwig Subject: McConkey Industrial Park Seismic Retrofit Record Drawing Conformation RECEIVED Nov - 7 2001 D EPARTMENT This memo is in response to your question concerning whether the drawings on the job site are the approved drawings. For reasons not understood by ABS Consulting, the drawings on the job site and the approved drawings at the building department have not been signed by the Engineer of record. This is to certify that we have reviewed the drawings at the job site. These drawings match the drawings which were submitted to the building department for approval and to which no building department corrections were required during plan check review. We are aware of no changes to these drawings other than the revision sketches which have been developed on an ongoing basis to address field conditions, each of which have been stamped and signed. EXPIRES 11 -22 ba.-- ABSG Consulting Inc. • 1411 Fourth Avenue Bldg., Suite 500 • Seattle, WA 98101 USA • Tel: 206 - 624 -8687 • Fax: 206 - 624 -8268 www.absconsulting.com www.egeseattle.com EQE INTERNATIONAL xi t - Z oc uv ml UO CO AO I 0 g Ji w ¢; O ct -9 -0 002 F ting /EQE '. /zvoi 1 r1t 9 va::ti A S C nsu1 To Adam COMPANY: EQE Structural Engineers 1411— 4` Avenue Building #5 Seattle, WA. 98101 FAX: X FAX #: 624-8268 PAGES: 1 Mail: QUESTION: Dated: R. Miller Construction Company Inc. 146 Third Avenue South, Edmonds, Washington 98020 Tel: (206) 503 0238 • (425) 775 3522 • Fax: (206) 583 0306 REQUEST FOR CLARIFICATION (A. IU% P n.I'& M$ .4AM From: Jerry Cox RE: McConkey Industrial Park RFI# JOB #: 2030 [EXPIRES 11.22 "yam 206 624 8268 001 Please respond byR x s 04 to avoid any delays in const Nr)! — 7 2001 ok-V Dated: 10 -12 -01 Submitted By: Jerry Cox RESPONSE: YES . Frwiae % "¢ x y "cetib.d) �5 Cantle PHD's shown on details 1 Sc 5 of sheet S3.0 be shimmed down by gluing a piece of %" plywood to the under side of the purlin to avoid a conduit Winning along the wall, tight against the bottom of the 'Pullin? This happens in different places through out the building. 10/19/2(101 FRT 09:04 1 A P. 02 mtvvxivv• RECEIVED OCT 12 2001 EQE INT'L Submitted By: imbox., Lt✓pw.IG • [TX/RX NO 62791 U002 xSal :,<' 64 ::I �w�r;R':n::)�: Oct ' /li/ ivvL -19 -01 09: r V02L r A ABS Coonsulting /EQE 206 624 8268 . L M COMPANY: EQE Structural Engineers 1411 -- 4 Avenue Building #5 Seattle, WA. 98101 FAX: X FAX H: 624 -8268 PAGES: 1 Mail: QUESTION: R. Miller Construction Company Inc. 146 Third Avows South, Edmonds, Washington 91020 Tel: (206) 5$3 0238 • (425) 7753822 • Fax; (206) 583 0306 REQUEST FOR CLARIFICATION p.. e∎DeaWr.,r rirJAM Adam From: Jerry Cox D(PIRES 11 - 22.-0 - RE: McConkey Industrial Park RP'I# JOB #: 2030 002 Please respond by __10 -17 -01 to avoid any delays in construction Mil We have installed the continuity straps on the lower roof and have of coarse had to mastic them in as we go. Are you going to want to look at them prior to the re-roof or just let the building department inspect them? Dated: 10 -12 -01 Submitted By: Jerry Cox RESPONSE: i /E Litt aWivL 1 ll4- 47'124P. rte- .4 F6 far- srte.i $ Petaz TL 7Z E 7ZcF. j e 4GF CcA-r,4vr -- 4►6 72, Goartmv4rit �. 71;•,,e_ Dated: x (//12 / Submitted By: ApA, l iG P.03 \WVVi /VV& 10/19/2001 FRI 09:04 [TX /RX NO 6279] Q �� '�.�. 7 ..H14 1.�•u..�ntih l:ia� f�' t. rt .9 t, .1.Yf A ;4: .Y . : -.. - , tU.: Oct 19 -01 09:02A ABS Consulting /EQE XVP ri i Z'J: =7 ABS rr� To Adam COMPANY: EQE Structural Engineers 1411— 4 Avenue Building #5 Seattle, WA. 98101 Mail: Date 10 -12 -01 RESPONSE: • R. Miller Construction Company Inc. 146 Third Avenue South, Edmonds, Washington l$020 Tel; (206) 513 0236 • (425) 775 3622 • Fax; (206) 583 0306 REQUEST FOR CLARIFICATION cZ.rn�..aA.u..u«.u..►,N.) From: Jerry Cox RE: McConkey Industrial Park Mil EXPIRES 11-22 RFx # JOB #: 2030 Submitted By: Jerry Cox 206 624 8268 003 FAX: X FAX #; 624-8268 PAGES: 1 Please respond by 10-17 -01 to avoid any delays in construction P.04 t uu1,Uoz w } 0, u. Q. QUESTION: N a Along grid line 1 between G & H there is a roof access hatch were the 4x10 per detail 21S3.0 is showing to I w . be placed. Can we move the two 4x10 between grids G & H 2 feet to the East to avoid the conflict? z z LU U 'O UJ I Les O � S • /1/lovI ew Otv.E OTC. 'N'T of C v a 's /4"i) ,9/ S 7� 7 �l 7746 L -nc-4' 15 it4CCAP t3 Ze Dated: '/ l G ( Submitted By: 4 7 7 4 , L.✓p G 10/19/2001 FRI 09:04 CTX /RX NO 6279) IJ004 1.1 Oct -19 -01 09:02A ABS Consulting /EQE iuii 'zuui RUN 11 : U1P rill '`'' To: R. Miller Construction Company Inc. 146 Third Avenue South, Edmonds, Washiggtoa 98020 Tel: (206) 583 0231 • (425) 775 3122 • Fix (206) S83 0306 REQUEST FOR CLARIFICATION Adam Ludwig From: Jerry Cox RE: McConkey Industrial Park COMPANY: EQE Structural Engineers 1411— 4 Avenue Building #5 Seattle, WA. 98101 FAX: X FAX M #: 624 -8268 PAGES: 1 Please respond by to avoid any delays in construction (LA1) Mail: QUESTION: At some of the locations along grid lines A & J where detail 11S3.0 applies, we are hitting reinforcing steel and are unable to get the 3 %" bolt embedment it calls for. Can you provide an alternate detail? Dated: 10 -15-01 RESPONSE /4-tsa r. -n . fiy 1 b .T 1� J 4CJt 471 / FC- PusT4 f) a t.- `T Lac- G 777L, Dated: ICS � VG/ 3,¢e4ctntr 1 FXP RES 11-22 a-- l RFI # JOB #: 2030 206 624 8268 Submitted By Jerry Cox 004 Submitted By: Pte, L cDw/G P.05 tUJ UUl / UUl RECEIVED OCT 1 5 2001 EOE lNT'L 10/19/2001 FRI 09:04 [TX/RX NO 6279] I7j005 • Oct -19 -01 09:03A ABS Consult ing /EQE itrrieizvui tsars ve :ate r& To: COMPANY: EQE Sttuctrual Engineers 1411 — 4' Avenue Building #5 Seattle, WA. 98101 FAX: X FAX # #: 624 -8268 PAGES: 1 Please respond by ASAP to avoid any delays in cuurtractiva Mail: QUESTION: There is a Rill height wall nu:ning East & Wcst at the 5 purlin South of grid tine 9. This will not allow enough room to install the 4 x 8 to the North side of the purlin as shown on detail 5/S3.0. Please advise. Also the building inspector has said he will require a engineers stamp on any changes. Can you please stamp the Rki's when you answer them. l will also need a stamp on RFI's #1 & 3 you have already returned. Dated: 10-111.01, RESPONSE: LJA 4tlz. iAL A T �s R. Miller Construction Company Inc. 144 Tire Avenue Ssoth, EUnot ds, Washington 91070 Tel: (206) S83 0130 (425) 775 3322 Fe:: (206) S/3 0306 Adam Ludwig From: Jerry Cox REQUEST FOR CLARIFICATION 2* 1 7a:er �-- 41 irl r 07sntiG Peiz O� 77c •t/ Q fit, �/. [EXPIRES 11 - 22 RE: McConkey industrial Park 1(11 # JOB #: 1030 M�1 206 624 8268 005 VIZ-Ls i! Z Lkg ti Fly w4.'-L Submitted By: Jerry Cox / •t jcJb4'Ic P.06 h unt/ vv.s I 10/19/2001 FRI 09:04 [TX /RX NO 6 279) 421006 wirmeommomem T o: Oct -19 -01 09:03A ABS Consulting /EQE avr iv/ cvva rice sir ; cv rite • Adam Ludwig COMPANY: EQE Structural Engineers 1411 — 4 Avenue Building #5 Seattle, WA. 98101 Mail: Dated: 10 -19-01 RESPONSE: VIP/ oN Gtr s Dated: /0/11i/c. R. Miller Construction Company Inc. 146 Third Avenue South, Edmonds, Washington 98020 Tel: (206) 583 0238 • (42S) 775 3822 • Tax: (206) 583 0306 REQUEST FOR CLARIFICATION (A.Dr. W. w►riAle - ell- // /,V VA'T ar z- 7)2,51 EXPIRES 11 -22 — 2---- 1 From: Jerry Cox RE: McConkey Industrial Park RFI # JOB ##: 2030 FAX: X FAX �# #: 624 -8268 PAGES: 1 Please respond by _10 -24-01 to avoid any delays in construction (LAI) 206 624 8268 006 QUESTION: Between grid Lines 8 & 9 along the East wall, the plan calls for detail 2/S3.0 (sim.). This shows the epoxy bolt embed to be 4 V2 ". The wall is only 5" thick in this area and it is causing it to spall out the back when we drill that close. Can we lessen the embed depth to 3 %" as in detail 5/S3.0? All other areas which has the 5" wall is calling for the 3 %" embed depth so this may already be your intent, but I need to confirm it. Submitted By: �D A41 thiP P.07 'yrvva, vva Submitted By: Jerry Cox -- rt - 1A' i r w /S 61 ASA- er. PI 3 /4 C, r- 10/19/2001 FRI 09:04 [TX /RX NO 6279] 1 J007 • w JU O 0 t U p w -_ N w 0 g u-< u) 8 w :. Z I— 0 Z I—; w w: O p O I— :. w • w 1L 0 Z L L I fit U 0 Oct -19 -01 09:03A ABS Consulting /EQE v Iv, tat roux rr. t v : oc rtaa To: Adam Ludwig COMPANY: EQE Structural Engineers 1411- 4 Avenue Building #5 Seattle, WA. 98101 Mail: Dated: 10 -19 -01 RESPONSE: '4- £x 6 vF q r SEK / 3• c �crz. 04 [ Dated: o/, 7/c;/ R Miller Construction Company Inc. 146 Third Avenue South, Edmonds, Washington 98020 Tel: (206) 583 0238 (425) 7753122 Fax; (206) 583 0306 REQUEST FOR CLARIFICATION rA- • r r i - [ - E X P I R E S 11 -22 - 0 "Y 1 lw.IrwAow,r. hrw.s From: Jerry Cox ':'x to Fr`4 Sitgr- Submitted i -vll,F i y / '$a r c.F t') Airmi -v 206 624 8268 RE: McConkey Industrial Park RFX # JOB #: 2030 FAX: X FAX #: 624 -8268 PAGES: 1 Please respond by 10-24 -01 to avoid any delays In construction (LM Submitted By: Jerry Cox '-1 10/19/2001 FRI 09 :04 007 .zk By c77P6,4 - /4.7)4.•? c„ /G P.08 wJ VVJ., VV1 QUESTION: Between grid lines 9 & 10 along the East wall, the plan calls for detail 5/S3.0. This shows a 4 x 8 to be bolted to each side of the existing purlin and flush it to the bottom of the purlin with a specific bolt pattern. The purlin is only a 4 x 10 which will not leave enough room between the bottom of the 2x4 joist and the bottom of the purlin to accomplish this. Please advise. kP.C. o 717411-- FK /srft -G. 4 6r/e) -1-� Fi•e •4.1+ti �s fr� rnrru, C)2ry T ;- (TX /RX NO 62791 0 008 • • a . xz re 1 o O ' t, • w= N LL' w o' u_ __ i-O • �z D • U �. • 'o ff. w ur • VI' u ' ~ p • • — z` U V). i-- z Oct -23 -01 01:45P ABS C2. sulting /EQE .LU &Jr LVVa aU a u:9U r AA ' To: Adam Ludwig From Jerry Cox COMPANY: EQE Structural Engineers 1411 -- 4 Avenue Building #5 RFI # Seattle, WA. 98101 JOB #: 2030 Mail: Dated: / 0/2.0 r R Miller Construction Company Inc. 148 Tkird Avenue Siutb, tdmoada, W arhhigton 93820 Tel: (236) 533 0238 (425) ITS 3322 F (106) 533 0306 REQUEST FOR CLARIFICATION µrrwstilla .,wq [MI) 4 c o {' 3 206 624 8268 P.01 ,r""", W001/001 in /0'1 / 9 A A 1 'nil 1 9. 47 RECEIVED ` OCT 2 3 2001 ABS CONSULTING FAX: X FAX # #: 624 -8268 PAGES: 1 Please respond by . _ . AS to avoid any delays in construe EXPIRES 11 -22 QUESTION: At the Southwest corner along grid 14 they have installed 3 roll -up doors. There is a 8x8 column each side of these doors. These columns inter&re with the embed bolt for the PHD2 in two locations. Please advise. tou see_ II,- 1) 4 QoJ51 z X4 l_c"7�G7E� `7w /S 1-7/ 4gws i,d —rude) 1, 0 , aft 7 Dated: I0 -23 -01 Submitted By: Jerry Cox RESPONSE: 'f cyo Move reke- ' 7G Title 417T.0.c f,1.1r vzier C.ac..47?c. J A-*, 4444,4.- 4 vf Submitted By: *30 Z v D G rTY /RY Nn aansl ffinni ~ w J o 0 0 N 0 CO = J H; w 0, J LL Q ;' = C1; Z � Z mo 0 N O —: 0 f= = U .. — 6 Oct -31 -01 03:45P ABS Consulting /EQE 10/31/2001 WED 13:39 F�1J F °° '� • To: Adam Ludwig From: Jerry Cox COMPANY: EQE Structural Engineers 1411 — 4 Avenue Building #5 Seattle, WA. 98101 FAX: X FAX #: 624 -8268 PAGES: 1 Mail: Dated 10 -31 -0 RESPONSE: de 4 REQUEST FOR CLARIFICATION RFI # JOB #: 2030 (LAI) 6 xiSTVNei i'v/"..) pOid 4g4 Submitted By: 206 X 624 8268 R. Miller Construction Company Inc. 146 Third Avenue South, Edmonds, Washington 98020 Tel: (206) 533 0233 (425) 115 3322 • Fax: (206) 583 0306 RE: McConkey Industrial Park Please respond by ASAP to avoid any delays in construction QUESTION: At grid line 10 along the East wall there is a steel connection plate for the tilt -up panels in the way of installing one of the embed bolts. Can we use a PHD 6 as we did for RFI 5 ? Submitted By: Jerry Cox 009 y f 7 - 14,..5.7 .4 5 fit-4 LC. fd tic..i We__ VII Mt-6 l Ttc., ti� T' 1z X3-0 i ,417•4. - &Pitda P.01 &1VV1 /VV1 I EXPIRES 11 -22 — • 1 10/31/2001 WED 16:49 (TX /RX NO 6373] 121001 ACTIVITY NUMBER: D01 -316 DATE: 10 -01 -01 PROJECT NAME: MCCONKEY INDUSTRIAL PARK SITE ADDRESS: 10838 EAST MARGINAL WAY SOUTH XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Buildi'n"g Division deloae4 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) C A 0 Complete Comments: * c� /D- TOES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE,DOC 5/99 PERMIT COORD C py PLAN REVIEW/RO1)TING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions Response to Incomplete Letter # REVIEWER'S INITIALS: n Revision # _ After Permit Is Issued OW- Planning Division Io - 4)1 Permit Coordinator DUE DATE: 10-02-01 Not Applicable Fl No further Review Required DATE: DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Buil idng Division A (0-440 Public Works Complete \PRROUTE.DOC 5/99 [yr PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CTIVITY NUMBER: D01 -316 DATE: 10 -08 -01 PROJECT NAME: MCCONKEY INDUSTRIAL PARK SITE ADDRESS: 10838 EAST MARGINAL WAY SOUTH Original Plan Submittal XX Response to Incomplete Letter #1 Response to Correction Letter # Revision # After Permit Is Issued n f!� Fire Prevention A UX !D -3-0( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route N Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-09-01 P41 Not Applicable n No further Review Required Comments: DUE DATE 11 -06 -01 Not Approved (attach comments) DATE: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CTIVITY NUMBER: D01 -316 DATE: 10 -08 -01 'PROJECT NAME: MCCON KEY INDUSTRIAL PARK SITE ADDRESS: 10838. EAST MARGINAL WAY SOUTH Original Plan. Submittal XX Response to Incomplete Letter #1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route Approved REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Approved w h7'onditions CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Not Applicable Structural evi w Required DATE: Planning Division n Permit Coordinator DUE DATE: 10-09-01 No further Review Required DUE DATE 11-06 -01 Not Approved (attach com ents) n DATE: l D ci P ( DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: : st' wi'._r.�!:`AL:.;;.iiESi: ;':41t: £:: �+ ".'.':4� sa'Si *�`i•N, yi'.4'� PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 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 Tic Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 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 /AII Types :e. 00700 Framing 0 00750 Roof /Ceiling Insulation 0 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Derno ❑ 01140 Pre - reroof 0 140 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mom /Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 ' Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special - Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS Plan Reviewer: Permit Tech: (j 4A cd_p_k * 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ / 0015 Engineered truss drawings & calcs shall be on site 016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in 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 7 [4041 Ventilation is required for all new rooms & spaces 005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring - All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroor Date: Date: �1 y t�a's }... - 4ti,4 .G \ g ign! Vr'44 -lh4 4;1: irf f N.:441.% 0^.. ",aga J i$P Z z. cc 2 6 C) Uo 0 t W J �> • u_ w O g J = d F- W Z 1— O Z I- W p 'O co, CD W LI H. —O � .. W H1- O Z ACTIVITY NUMBER: D01 -316 DATE: 10 -01 -01 PROJECT NAME: MCCONKEY INDUSTRIAL PARK SITE ADDRESS: 10838 EAST MARGINAL WAY SOUTH XX . Original Plan Submittal Response to Incomplete Letter# Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Commeri Please Route Approved Approved 1PRROUTE.DOC 5/99 TUES /THURS ROUTING: mini $ REVIEWER'S INITIALS: CORRECTION DETERMINATION: Incomplete jj- Not Applicable re_ __rr F'� comp 1) u••.ee.. 4-o y No further Review Required n DATE: /0( Structural Review Required Structural APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Approved with Conditions Planning Division Permit Coordinator DUE DATE: 10-02-01 DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: • 5 24 t v 1 t k a el . ra ;elt.v4rItti ACTIVITY NUMBER: D01 -316 DATE: 10 -01 -01 PROJECT NAME: MCCONKEY INDUSTRIAL PARK SITE ADDRESS: 10838 EAST MARGINAL. WAY SOUTH Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # ` After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division Permit Coordinator n DUE DATE: 10-02-01 Not Applicable No further Review Required DATE: DUE DATE 10-30 -01 Not Approved (attach comments) DATE10 — - 0) DUE DATE Not Approved (attach comments) ri DATE: 1:a :.� • w O D 0 ' ' N w w= — 1-- U) w w 0 2 co = CY H = :. Z F-0 Z f 0 ' o ON ; • uj H LL' O w c o Z fl O ~ ACTIVITY NUMBER: D01 -316 DATE: 10 -01 -01 PROJECT. NAME: MCCONKEY INDUSTRIAL PARK SITE ADDRESS: 10838 EAST MARGINAL WAY SOUTH Xx 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 Comments: TUES /THURS ROUTING: n n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTEAOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions �1 n Planning Division jgt Permit Coordinator DUE DATE: 10-02-01 Not Applicable No further Review Required ct(2— DATE: ' D ' Z,- ' • DUE DATE 10 -30 -01 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: II DATE: DUE DATE lt'. >.;`f+Z.ed's2k'.i:`iu :k ?8id`S:��i{�4$�r..nax`+Y DEPARTMENTS: Building Division Public Works Complete Please Route TUES /THURS ROUTING: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -316 DATE: 10 -01 -01 PROJECT NAME: MCCONKEY INDUSTRIAL PARK SITE ADDRESS: 10838 EAST MARGINAL WAY SOUTH K Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required S APPROVALS OR CORRECTIONS: (ten days) Approved Approved Approved with Conditions CORRECTION DETERMINATION: Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division Permit Coordinator DUE DATE: 10-02-01 Not Applicable No further Review Required DATE: ge/0( DUE DATE 10 -30 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ri DATE: ii;4xN ":Se .., a::;u�5'nlrle.�•,."'4, F �e`cFiv ° ���.: ?R::;` «r�'i'. i%';�`: Commercial Contractors October 5, 2001 Mr. Ken Nelson Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Ken: RECERVED OCT 0 5 2001 COMMUNITY DEVELOPMENT Subject: McConkey Industrial Park,10838 East Marginal Way South, Tukwila, Washington As we discussed on the phone today, I received the Letter of Incomplete Application #1 and I will resubmit the same information as stated below on the attached Revision Submittal form. The first issue is the roofing, which is to occur after we are complete with the seismic retrofit, however this work is not part of our contract. The roofing contractor will be permitting this work directly with the City of Tukwila. The second issue is to provide a correction to Criteria Note #1. Replace Seattle Building Code with Washington State Building Code. Thank you for allowing me to make these changes quickly and painlessly! Sincerely, R. Mille nstruction Co., Inc. Robin L. Miller President jmg :RLM1KenNelsonCilyotTukwila.doc 146 Third Avenue South, Edmonds, WA 98020 W.C.L.RMILLCI190L5 (425) 775 -3822 (206) 583 -0238 Fax: (206) 583 -0306 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Od £ o • Response to Incomplete Letter # _1 • Response to Correction Letter # • Revision # after Permit is Issued Plan Check/Permit Number: DO 1 -316 Project Name: McConkey Industrial Park Project Address: 10838 East Marginal Way South Contact Person: Rob Miller Phone Number: 200,61k3'DL38 Summary of Revision: The first issue is the roofing, which is to occur after we are complete with the seismic retrofit, however this work in not part of our contract. The roofing contractor will be permitting this work directly with Tukwila. Correction to Criteria Note #1. Replace Seattle Building Code with Washington State Building Code. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 10/02/01 re W I. J U. U O co 0 co w .w =: J H • w w O' J. w Q: w d = w z O z I U — • I- 11.1 • w . U. O U tn .. O October 2, 2001 Mr. Rob Miller 146 Third Avenue South Edmonds, WA 98020 Dear Mr. Miller: Sincerely, Stefania Spencer Permit Technician encl File: Permit File No. D01 -316 City of Tukwila Department of Community Development RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -316 McConkey Industrial Park— 10838 East Marginal Way South This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 1, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelson Plans Examiner at (206)431 -3670, if you have any questions regarding the following: 1. Applicant needs to clarify whether re- roofing will take place during construction. If so, applicant must show compliance to the Energy Code. 2. Criteria Note #1 must be revised — remove Seattle Building Code and add Washington State. Steven M. Mullet, Mayor Steve Lancaster, Director The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. in order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. 6300 Soutlicenler Boulevard, Suite 1/100 • Tukwila, Washington 98188 • Phone: 206 -43/ -3670 • Fax: 206.431.3665 F625- 052 -000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL RGI ST S: t � 1 °{ EX R ,MILLER 'CONSTRUCTION CO INC 1,46 3RD AVE S EDMONDS WA 98020 On this day personally appeared before me Christie Killeen Gi >pn un myiand.and. official seal this2nd day of January ) SS County of Snohomish ) State of Washington N ta 'y Public in a d6for the State of Washington, residing atEdmonds, WA. License #256- 01- nR- TF- PJ- M2CN Expiration DateOctober 19, 2002 ' The above is a photocopy of the original Contractor's License, as sighted by the undersigned, for R. Miller Construction Co., Inc. • 0 ..« «.•..,, Representative of . Miller Construction Co., Inc. �• sa' SON ;' . r _ . G ;�- PuB�� : o 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION), AND - • . °• °• • _ e,:, e! • 1 INS TO THE UNIFORM BUILDING CODE. 2. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. THE SEISMIC IMPROVEMENTS PROPOSED ARE VOLUNTARY AND ARE DESIGNED TO REDUCE THE OVERALL SEISMIC HAZARD ASSOCIATED WITH THE BUILDING. THE IMPROVEMENTS ARE INTENDED TO ADDRESS KNOWN EXISTING STRUCTURAL DEFICIENCIES RELATED TO OUT -OF -PLANE ANCHORAGE FOR THE BUILDING'S PRE -CAST TILT -UP CONCRETE WALLS. 3. DESIGN LOADING CRITERIA EARTHQUAKE ZONE 3, R = 4.5 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE 7. CONTRACTOR- INITIATED CHANGES SHALL BE SJBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SPECIAL INSPECTION: EPDXY GROUTED INSTALLATIONS CRITERIA SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CCOE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE STRUCTURAL ENGINEER, CONTRACTOR, AND SEATTLE DEPARTMENT OF CONSTRUCTION AND LAND USE. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. RENOVATION 11. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS AND AREAS SHOWING WATER STAINS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. ANCHORAGE 12. EPDXY - GROUTED ITEMS (THREADED RODS) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING POWER -FAST ADHESIVE AS MANUFACTURED BY POWERS FASTENERS, INC. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. ER -4514. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A -307 UNLESS OTHERWISE NOTED. 13. MASONRY TEK SCREWS INTO MASONRY OR CONCRETE SHALL BE TAPCON CONCRETE ANCHORS AS MANUFACTURED BY ILLINOIS TOOL WORKS, BUILDEX DIVISION, INSTALLED IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 3370 INCLUDING INSTALLATION THROUGH PRE - DRILLED HOLES AS SPECIFIED IN THE REPORT. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans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b = 2900 PSI, E = 2.0x 106 PSI, Fv = 290 PSI DESIGN SHOWN ON PLANS I5 BASED ON MATERIALS MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. 16. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 17. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C -2001. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. 18. WOOD FASTENERS- WOOD A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2 -1/2 0.131" 10d 3" 0.148" 12d 3-1/4" 0.148" 16d 3-1/2 0.162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICAII -DNS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL 19. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23- II -B -1 OF THE UNIFORM BUILDING CODE. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT USE ON SIMPSON. DOUGLAS FIR NO. 2 DOUGLAS FIR OR HEM -FIR NO. 2 By Date Permit No. F!LE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted rode or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. SEPARATE PERMIT 1:0 QUERED FOR: )IECHANICAL ELECTRICAL LV , LJMStNG !sr PIPING CITY OF TUKWILA RUtLDING DIVISION Addendum Additional Alternate Anchor Bolt Angle And Others Approximate Architect At Average Beam Bearing Between Block Bottom of Building Built -up Camber Ceiling Centerline Center to Center Center Clear Column Concrete Concrete Masonry Unit Connections Construction Continuous Contractor Coordinate Countersink Complete Penetration Weld Cross Section Degree Detail Diagonal Diameter Dimension Double Down Drawing Each Each Face Each Way East Elevation Embedment Length Engineer Equipment Estimate Excavate Existing Expansion Exterior Extra Strong Fabricate Far Side Feet Finish Flange Flat Bar Floor Foot (Feet) Footing Foundation Gauge Galvanized Ground Grade Gypsum Wall Board Hanger Height Horizontal Inch Information Interior Joint Kips per Square Foot Knock Out ADD. ADD'L ALT. A.B. ET AL APPROX. ARCH. AVG. BM. BRG. BET. BL 8/ BLDG. B.U. CLG. C TO C CNTR. CLR. COL CONC. CMU. CONN. CONST. CONT. CONTR. COORD. CSK. CP X SECT. DEG. DET. DIAG. DIA DIM. DBL DN. DWG EA. E.F. E.W. E. E. EMBED. ENGR. EQUIP. EST. EXC. (E) EXP. EXT. X -SIR FAB. F.S. FT. FIN. FLNG. F.B. FLR. FT. FIG. FDN. GA. GALV. GRND. GRD. G.W.B. HGR. HT. HORIZ. IN. INFO. INT. JT. KSF. KO. ABBREVIATIONS Linear Live Load Long Leg Horizontal Long Leg Vertical Long Way Longitudinal Manual Mark Material Maximum Mechanical Metal Minimum Miscellaneous Near Side Negative Nominal North Not to Scale Nat in Contract Number On Center Opposite Hand Opening Opposite Outside Diameter Overhead Partition Percent Permanent Perpendicular Plate Pound per Square Inch Pound per Square Foot Prefabricated Project Radius Reference Reinforce Required Return Revise Rough Opening Round Schedule Section Self Tapping Sheet Metal Screw Sheet Sheet Metal Short Way Similar Slab On Grade South Specification Square Square Feet Square Inch (inches) Standard Steel Stiffener Structural Substitute Symmetrical Tangent Technical Through Top and Bottom Top of Top of Concrete Top of Steel Top of Wall Tube Steel Typical Unless Otherwise Noted Vertical Welded Wire Fabric West With Without Wood Work Point LIN LL LLH LLV L.W. LONG. MAN. MK. MAIL MAX. MECH. MET. MIN. MISC. N.S. NEG. NOM. NTS NIC N0. 0.C. OH OPNG. OPP. 0.D. OVHD PART. PERM. PERP. PL or IC PSI. PSF. PREFAB. PROJ. RAD. REF. REINF. REQD. RET. REV. R.O. RD. SCH. or SCHED SECT. STMTS SHT. S.M. S.W. SIM. SOG SPEC. SQ. SQ. FT. SQ. IN. STD. STL. STIFF. STR. SUB. SW. TAN. TECH. THRU T&B T/ T.O.C. T.O.S. T.O.W. TS TYP. UON or UNO VERT. WWF. W W/ W/0 WO. WP EQE SEAL: PROJECT: MCCONKEY INDUSTRIAL PARK SEISMIC RETROFIT 10838 EAST MARGINAL WAY S TUKWILA, WASHINGTON SHEET NOTES: DO1 -316 DESCRIPTION O DATE A N0. ISSUES: P.M. P.E. DRAWN BY: SCALE: DATE: JOB N0. SHEET TITLE: SHEET NO. ABS Consulting EQE Structural Engineers Division 1411 4th Avenue Building, Suite 50C Seattle, WA 98101 Phone (206) 624 -8687 Fax (206) 624 -8268 Xref V: \Cad \OLib \Starr JHW CAL MRA AS SHOWN 08/24/01 152090.01 REVISIONS: GENERAL STRUCTURAL NOTES RECEIVED C.T VF IUi(WiLA PERMIT CENTER S 11. 0 BY CONTINUITY STRAP SCHEDULE TYPE STRAP LENGTH NAILNG DETAIL REFERENCE ® MST60 5-0" FEL ALL HOLES W / 16d 9/S3.0 CD CMST12 7' -6" FILL ALL HOLES W / 16d 9/S3.0 O CMST12 6' -0" FILL ALL HOLES W / 16d 9/S3.0 OD CMST12 5-0" FILL ALL HOLES W / 16d 9/S3.0 O MST60 5-0" FILL ALL HOLES W / 16d 6 /S3.0 OF MS148 4' -O" FILL ALL HOLES W / 16d 6 /S3.0 i) LSTA30 2' -6" FILL ALL HOLES W / 10d 8 /S3.0 OH CMST12 7' -6" FILL ALL HOLES ‘/ 16d 7/S3.0 O LOCATIONS, (TYP.) (E) 5 x28 GLB 1 (E 6 LB I (E 5 24 GL (E 5 28 LB (E) 5 x22 LB (E) 6 25 B E) 6 x28 GLB (_) 4x12 PURLIVS D> O TYP LINE ( 0 0 O ®8 ' (E) 4 12 PU' LINS C ANCHOR EA. 4 8' -0" o.c. (T P.) @ 1 ' -0" c © ' -O" .c. ( P. U.0 N.) BAY, (TYP.) o (E) ._ BB 8x30 "L (E) 6 4x27 LB (E 5 25 !I B (E) 5 30 _ ( ) 5 GLB (E 6 GLB _ (E) : GLB 1 LT E © B ' 9/ � AY, (0 E A. \ \ 32- " o.c. F \ O ( , VARIES ) 0 do do do do do do I do . LItp OF � O . I E OE O ^ I ©I 3 . 2 L1 2' " o.c. 32 " o.c. G (TYP 0 (TP•)LDGA 4x6 A ONS , ( do do do do do do 8/`3.0 ( •.) do LI E OE ,� I _ ALO�JG LIN LOW OOF 32' o.c] O 1 - . (E) 1 j2 ° PL •$D — SH _ ! 1 p) SHEATHING i c � 2/S3.0 (TIP.) do 1 do do do ! do 1 do (2) LOCATIONS / A. BAY ALONG V LI E�l — ^ ^ !E) x4 = 4 ' -0" / c. LINE 1 AS SHOWN ' © ! 32 ° c TYP. EA 2 RLIN AY (.) 7a" — 10NC. do do do do do do ALL BLOW do • (E) T CONC. E C 1 _ 1 WALL BELOW - ° o.c. (E) 4 12 PU LINS F — @ 8 -0" ..c. ( •. U.O..) 1 I x27 GL3 ! -3 (E 5 25 /2 C ( ) 5 30 GL1 ( ) 5 4 � ( ) 6 x27 GL I (E) : /4x27IGLB j (E) /8x30 GLB () 6 O E 0 1 L f� a n $- _IL - - � (E CONC F� i 1 7' -0" , 9' -0" 0 " 8' O" g p / 9' 6" / 5 0" o ° _ WALL BELOW,/ / / / 6' -0" (TYP') < 1 /S3.0 (SIM.) AT SEE NOTE 1, - Q EA. (E) PURLIN (16)) v t GIRDER JT. 1 GIRDER JT. SEE NOTE 3 GIRDER JT. GIRDER JT. GIRDER JT. O PARTIAL ROOF FRAMING PLAN SCALE: 1/16" 1' -0" PLAN NOTES: 1. CONTRACTOR VERIFY LOCATION OF GIRDER JOINTS BELOW. CENTER STRAPS ON JOINTS PER 6/S3.0. 2. AO DENOTES CONTINUITY STRAP. SEE CONTINUITY STRAP SCHEDULE, S2.0. 3. PROVIDE WALL ANCHORS PER 1/S3.0 AT EACH (6) PURLIN LOCATION (8' -0" o.c.). PURLINS WITHIN 4' -0" OF (E) CONCRETE "FIN" WALLS MAY BE OMITTED. SEAL: PROJECT: McCONKEY INDUSTRIAL PARK SEISMIC RETROFIT 10838 EAST MARGINAL WAY S TUKWILA, WASHINGTON SHEET NOTES: DO1 -316 DESCRIPTION DATE NO. ISSUES: O P.M. P.E. DRAWN BY: SCALE: DATE: JOB NO. SHEET TITLE: SHEET NO. PARTIAL ROOF FRAMING PLAN ABS Consulting EQE Structural Engineers Division 1411 4th Avenue Building, Suite 50 Seattle, WA 98101 Phone (206) 624 -8687 Fax (206) 624 -8268 JHW CAL MRA AS SHOWN 08/24/01 152090.01 BY REVISIONS: A R MID city of �ruKww 650' -0" » » / 6 50' -0" 50' -0" 5 50' -0" 50' -0" 50' -0" 5 50' -0" » __ 5 , LOW ROOF / HIGH ROOF / H 3/S3.0 AT EA. (E) PURLIN 1/S3.0 AT EA. , , / / (E) 4 1 ( 4x10 OR 31/2x91/4 ( r (E) x x10 PLRLINS 4 4 8' -0" o o.c. ® 4x14 •URLIN ®8' : o.c. (TYP) T THIS B BAY O PARTIAL ROOF FRAMING PLAN SCALE: 1/16" 1' -0" PLAN NOTES: 1. CONTRACTOR VERIFY LOCATION OF GIRDER JOINTS BELOW. CENTER STRAPS ON JOINTS PER 6/S3.0. 2. AO DENOTES CONTINUITY STRAP. SEE CONTINUITY STRAP SCHEDULE, S2.0. 3. PROVIDE WALL ANCHORS PER 1/S3.0 AT EACH (6) PURLIN LOCATION (8' -0" o.c.). PURLINS WITHIN 4' -0" OF (E) CONCRETE "FIN" WALLS MAY BE OMITTED. SEAL: PROJECT: McCONKEY INDUSTRIAL PARK SEISMIC RETROFIT 10838 EAST MARGINAL WAY S TUKWILA, WASHINGTON SHEET NOTES: DO1 -316 DESCRIPTION DATE NO. ISSUES: O P.M. P.E. DRAWN BY: SCALE: DATE: JOB NO. SHEET TITLE: SHEET NO. PARTIAL ROOF FRAMING PLAN ABS Consulting EQE Structural Engineers Division 1411 4th Avenue Building, Suite 50 Seattle, WA 98101 Phone (206) 624 -8687 Fax (206) 624 -8268 JHW CAL MRA AS SHOWN 08/24/01 152090.01 BY REVISIONS: A R MID city of �ruKww o iw O O ® 10 650' -0" 0 12 @ 14 « 50' O" 50' 0" 50' 0" 5O' 0" 50' -0" 50' -0" , 50' -0" / 50' -0" / « / f 2/S3.0 (SIM.) 4' -0" o.c. ) 5/S3.0 AT EA, (E) PURLIN ) / 3/S3.0 AT EA, (E) PURLIN ) (�) SEE NOTE 4, 3/53.0 AT EA, (E) PURLIN \� FROM L JO 9OT _____- __ - - , I O LOW ROOF HIGH ROOF )> 4x10 OR PSL @ (E) 2x4 H 2' -0" �jj 31/2x91/4 -0" o.c. - m o 1 4 z « 3/S3.0 AT EA. PURLIN ) 4 � -- NS (E) -- 5 do , GLB H 0 -- (E) 3/8x1: PURLINS 9 6" -- - (E) 4x 2 PUR 0" o.. < (E) GLB do 0 ®8 C c o.c. (E) 1 /8x24 LB _ - - - -- - ______ (_) 4x1C, PURLI1NS > kNII. ®8' -0" o.� - /8x 2: 2 GL: @ 8' -i o.c. 1® ®] (E) 1 /8x24 , GLB (E) (E) 1 /8x30 /8x30 LB GLB do (E 6 25 B (E) 4x14 URLIN 8' -1' o.c. lkE) 6 x28 GLB (E 6 7 GLB (E) 4 12 P U 'i do A H 16 FROM 0" o.. 7 TO ON ] i OH F 3 ' -0" 0 10 o.c. TO 1 do do I " TYP. „o O (E) 4x12 do ®8' 0' ..c. ( '. U.ON.) (E) : GLB 8'4) o.c. do do „0 (D L� L O do 0 da tD d o H ® d o do GIRDE E AY Y ' O O ,OZ VARIES �� do L do do (TYP.) 4x6 ANCHOR LOCATONS, A ( .) P.) do p ado do (E) 1 O RIDGE YP. ©32' INE OE -0" & o.c. ] do SHE SHE 2" PL THING OOD +_ /111111M1 �:-�� do 7" CONC. (E) RIDGE 4x10 ry ON LI c 4'-0" - I ' c ' N (E) S EA. E 14 %4 7" CONC. „0 i WALL EELOW 1 I do > BELOW o 8/ 3.0 (T do (2) EA. T SN OCATIONS BAY A G LIN= LOW OF ROOF ,S do ' 6 , O do O I D3 L O d a - 0 ° O J O do 9/S .0� ( .) do 4 i do 0 a O do — 1 do do I 32 (D r O do -0 o.11 l - . I R N i I i 6/S do 0 (E) 4 @ TYP. EA. P' do c AY 7 do ALL BLOW ( 6 GL (E) 4 12 PURLINS I ( (E) 5 GLB (i) 5 G _ (E) 4 4` =H B (E) 5�/ax27 GLB ( (E) G 0 _ -- „o — Thoz „omoz O O (E) 3 /4x27 GLB I I l I n n 5-0" 9' -6" 8' -0" 3/S3.0 SIM. AT EA. (E) PURLIN SEE NOTE 3 Ak PARTIAL z o WALL BELOW, 4 , SEE NOTE 1 (TV.) GIRDER JT. GIRDER ( JT. w GIRDER JT. ROOF FRAMING _, GIRDER 1 GIRDER JT. PLAN JT. Mr SCALE: 1/16" = 1-0" PLAN NOTES: 1. CONTRACTOR STRAPS 2. ® SCHEDULE, 3. PROVIDE (8' -0" MAY BE 4. VERIFY LOCATION OF GIRDER JOINTS BELOW. CENTER aiN of NO APPROVED ON JOINTS PER 6/S3.0. OCT - 9 ZVI DENOTES CONTINUITY STRAP. SEE CONTINUITY STRAP r riinct S2.0. WALL ANCHORS PER 1 /S3.0 AT EACH (E) PURLIN LOCATION o.c.). PURLINS WITHIN 4' -0" OF (E) CONCRETE "FIN" WALLS OMITTED. DENOTES EXTENT OVER WHICH REFERENCED DETAIL APPLIES. ,' . , Consulting SEAL: PROJECT: EQE Structural Engineers Division 1411 4th Avenue Building, Suite 50 Seattle, WA 98101 Phone (206) 624 -8687 Fax (206) 624 -8268 McCONKEY INDUSTRIAL PARK SEISMIC RETROFIT 10838 EAST MARGINAL WAY S TUKWILA, WASHINGTON SHEET NOTES: D01 DESCRIPTION 16 DATE N0. ISSUES: O P.M. P.E. DRAWN BY: SCALE: DATE: JOB NO. SHEET TITLE: CITY OF TUKWILA SHEET N0. JHW CAL MRA AS SHOWN 08/24/01 152090.01 PARTIAL ROOF FRAMING PLAN PERMIT TE BY REVISIONS: A STRAP AT EA. PURLIN FACE NAIL (E) 2x4 INTO 4x W / (2) ROWS OF 16d 2' (E) 4x PURLIN PER PLAN STAGGER PHD2 EA. TOP OF (E) CONC. , SIDE AS SHOWN CONTRACTOR VERIFY (E) STRAP @ 4' -0" o.c. MAX. NOTIFY ENGINEER /� OF ANY DISCREPANCY (E) 2x4 @ -0" o.c. @ 4" o.c., STAGGERED (E) STRAP AT EA. PURLIN \ STRAP PER PLAN EVERY OTHER ANCHOR AT SIM. CONDITION. (E) (E) 4x TOP R CENTER ON E) 2x4 - — ` ►�� - TREATED 2x6x6' -0" w / 1 /4 "x2 MASONRY =� - .- Alb, - I z z `° (E) CONC. WALL EK SCREWS @ 12 STAGGERED, CENTER 2x6 ON ANCHOR LOCATIONS EA. GIRDER 1 ! am 1 '� (E) 4x TOPE 3 /4 "0 A307 THREADED EPDXY BOLT. EMBED 3 CENTER BOLT ON Imo (E) 4x PURLIN PER PLAN VERIFY DIM TO OF BOLT / MFR PHD2 EA. EPDXY FASTEN FASTENERS SIDE W / 5 /s "0 A307 BOLT, EMBED 3 TO PURLIN W/ PER MFR. BAY VERIFY DIM TO w VERIFY DIM TO C OF BOLT w / MFR. 1 4x10 OR 3/2x9/4 PSL AT ANCHOR LOCATIONS / A34 EA. SIDE PURLIN ( , URLIN (E) GIRDER AT BOLT /MFR. w 5 PHD2 / /8 "0 EPDXY BOLT, EMBED 4!/2 ", CENTER BOLT & ON 4x, FASTEN TO 4x W / SCREWS PER MFR. (E) CONC. WALL (E) PURLIN PHD6 FASTEN TO (E) PURLIN W SCREWS PER MFR. / PROVIDE WASHER FOR OVERSIZED BOLT HOE /------ (E) CONC. WALL PER � LAN PLAN / (E) 2x4 0 2' -0" o.c. (E) CONC. WALL PER PLAN (E) 4x6 LEDGER FOR DIRECTION (E) STRAP W 4' -0" o.c. l SIM. CONDITION (E) 2x4 (E) 4x PURLIN AT SIM. CONDITION PER PLAN DETAIL SCALD r -r -0• DETAIL SCALE r•r - 2 DETAIL SCALP r r 3 (E) 4x10 PURLIN 3" MAX. 6" r 2-0 - 6' STRAP SIZE & LENGTH PER PLAN & SCHEDULE CENTER STRAP ON GLB GIRDER JOINT NAILING PER SCHEDULE ON S2.0 STRAP SIZE & LENGTH +� PER PLAN & SCHEDULE CENTER STRAP ON (E) ROOF SHEATHING PER PLAN WALL NAILING PER SCHEDULE ON 52.0 EQ. (E) GLB EQ. (E) 2x4 @ 2' -0" o.c. STRAP PER PLAN, CENTER ON (E) 2x4 AT ANCHOR LOCATIONS EQ. EQ _ 1111 (E) \ EQ. EQ. ! f / ■ 1 1 1 1 / \ PLYWOOD EA. SIDE (E) 4x TOP R (E) CONC. WALL PER PLAN . _ - SIDE 4x8)3'-0 EA.SIDE / (4) 3 /4 "0 THROUGH BOLTS PHD2 EA. SIDE W / 5 /B ° 0 A307 EPDXY BOLT, EMBED 3 ", FASTEN TO EA. 4x8 W/ SCREWS PER MFR. o o ° L _ t \ W / EA. END M � - -- - -- (F) PURLIN 4x6 AT ATI ANCHOR LOCATIONS CIONS FAR SIDE VERIFY DIM. TO C OF BOLT W / MFR. L5 ? Cr Q (E) C. (TYP.) (E) CONC. WALL SHIM OCCURS) (E) GLB, (TYP.) FACE NAIL (E) 2x4 INTO PHD2 W / 5 /a "0 EPDXY BOLT. EMBED 5 ", CENTER BOLT & 4x6 W / (2) ROWS 16d BRACKET ON 4x6. FASTEN TO / PER PLAN f (WHERE HINGE BRACKET "x1/4" (E) 3 8 EA. SIDE (E) w 3 / /4 "0 BOLT / @ 4" o.c. STAGGERED 4x6 W / SCREWS PER MFR. (CONTRACTOR VERIFY) DETAIL SCALD r -0 SCALD 5 DETAIL SCALE 1 o• ( DETAIL SCALD r•r r DETAIL SCALD r•1 8 STRAP SIZE & LENGTH (E) GIRDER PER PLAN & SCHEDULE CENTER STRAP ON PER CU 0 OCT 9 ZCOS aS Nu[?=J-' r1 C 1 Lhl (E) PURLIN \ EQ. NAILING SCHEDULE y EQ � ON S2.0 1I (E) GLB PER PLAN 4 (E) 4x PURLINS PER PLAN EQE BrIMINATORUL Atss Consulting EQE Structural Engineers Division 1411 4th Avenue Building, Suite 50( Seattle, WA 98101 Phone (206) 624 -8687 Fax (206) 624 -8268 PROJECT: McCONKEY INDUSTRIAL PARK SEISMIC RETROFIT 10838 EAST MARGINAL WAY S TUKWILA, WASHINGTON SHEET NOTES: DO1 -316 DESCRIPTION DATE NO. ISSUES: o P.M. P.E. DRAWN BY: SCALE: DATE: JOB N0. SHEET TITLE: SHEET NO. JHW CAL MRA AS SHOWN 08/24/01 152090.01 BY REVISIONS: Q GENERAL STRUCTURAL NOTES:Rft ,