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Permit D02-226 - PARKWAY SQUARE - SEISMIC UPGRADE
,412071i., D02-226 Parkway Square Building C 16700 Southcenter Py , - ,- - -- 1,C1 -- -- s. , i �— CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS zit 12919 N.E. 126TH PLACE KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 KIRKLAND. WASHINGTON 98034 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 • RECEIVED October 9, 2002 �D Cert No. 0208 -33 OCT 1 4 ZOOZ z OBE op I— z . MENT W ` re 6 U , City of Tukwila Building Department ° 0 . 6300 Southcenter Boulevard, Suite 100 . (n W Tukwila, Washington 98188 -J H U) u_, W 0 Attention: Dave Larson 2 i . • Reference: Parkway Square Shopping Center 012 N a 16854 Southcenter Parkway - W Permit No. D02 -226 and D02 -227 z � 0 Dear Mr. Larson: z I- n0 This is to advise you that special inspections are completed for the above referenced project. O N .01—, Ill Special inspections were performed for the following activities and copies of reports have been sent i 0 to the building department. u - _ 0 . z ui I PE NO D02 -226 v 1 Epoxy bolts properly imbedded z' Clips at bay of building . • Straps and holddowns PERMIT NO. D02 -227 • Epoxy bolts properly imbedded Clips and nails Holddowns 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. e Our last report is dated 10 -02 -02 and is number 52732. Ji:r J .. i . fit ,, -',, i Respectfully, CASC •I TESTING LABORAT O ' Y, INC. ` ?' j liYl ''' l 5'.�t:'.r. 11.1 ,I, 1 ry 1 • .1 C f z, , 1 • .6;-,A1/4 �`,��1''`t -'Y' 1 I may ,,. t De is H. Stack ° � ' e -741 `" i President �`. ' ; t1 :u f pia! q MR t +.xmtnt►nr wsnw..awr y. kw..o. t e a . - -- ....., T», ..,..,.., -.. _, .. rrtruu: a wt a teaa aew x aww n .. 4 y . I 1 . �r . . '-ill ,‘ t ? \ } ;1� C of Tukwila Isoe Y Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z i-z Parcel No.: 2623049128 Permit Number: D02 -226 re LI Address: 16700 SOUTHCENTER PY TUKW Issue Date: 08/07/2002 6 = Suite No: Permit Expires On: 02/03/2003 U O 0 Tenant: Name: PARKWAY SQUARE F-- Address: 16700 SOUTHCENTER PY, TUKWILA, WA N LL, O w Owner: Name: CAPITAL & COUNTIES USA INC Phone: u- Address: 100 THE EMBARCADERO STE 200, SAN FRANCISCO CA N d = W Contact Person: Z H . Name: ANDREW W. EWING Phone: 206 622 -6822 F— 0 Address: KPFF CONSULTING ENGIENERS, 1601 FIFTH AVE, SUITE 1600 w w_ 2 Contractor: U N Name: W G CLARK CONSTRUCTION CO Phone: 206 624 -5244 a h- Address: 408 AURORA AVE N, SEATTLE, WA w w I Contractor License No: WGCLAC *370N0 Expiration Date: 08/01/2003 H U F: DESCRIPTION OF WORK: .. Z VOLUNTARY SEISMIC UPGRADE V N PI O ~ z Value of Construction: $60,018.00 Fees Collected: $1,193.74 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 ' Type of Construction: Occupancy per UBC: 0023 I Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: . End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: s Sanitary Side Sewer: N ; n : x Sewer Main Extension: N Private: N Public: N } ' Storm Drainage: N .,M OA Street Use: N i� Water Main Extension: N Private: N Public: N ; ;1' , _ ' . . Water Meter: i '� n�'- R� 't: Channelization / Striping: "s' c, ** Continued Next Page ** t , t , 1 f 1 ; , i, T,f i n doc: Devperm D02 -226 Printed: 08 -07 -2002 E' y'S` r ti „. { ► --.( , - - -- -- - r . • �. : *� C it of ul�wlla 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Permit Center Authorized Signature: - I �? --. - 'l<<. -�- -(--- ' ( -L Date: - , Y'2 1 Z W ! w z U N O I-- z ' : 11 7 ,: 7 3:: ' 5, 1 ;;," - • :Hr -"4"11:1- 0 f N t: -01Z ' la% a t j D02 -226 w'� doc: Devperm Printed: 08 -07 -2002 17 l r . -.Y4,..,....9 • i 1 1 ■ - y . -t. r —i 1 • KINJI A• S. • . 4) �.. Cit of Tukwila 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS . z Parcel No.: 2623049128 Permit Number: D02-226 H z Address: 16700 SOUTHCENTER PY TUKW Status: ISSUED Q 2 Suite No: Applied Date: 08/02/2002 v Tenant: PARKWAY SQUARE Issue Date: 08/07/2002 0 0 • u, wi 1: ** *BUILDING DEPARTMENT * ** U) 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. Ui 0 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency J (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These = w documents are to be Z x Lu maintained and available until final inspection approval is granted. 0 5: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of w I-- appointment of the inspection 2 D agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a v 0 ' timely manner. 0 N j Reports shall contain address, project name, permit number and type of inspection being performed. 01— 6: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the = U . inspector's knowledge, i'• f�= in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. L z 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as w c o amended, Uniform Mechanical Code 0 1 -= (1997 Edition), and Washington State Energy Code (1997 Edition). O E- 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a z permit for, or an approval ' of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. - - D ate: / 7 / °4- Signature: /� � •o ±4%« Print Name: /PUS //I �� >�� � ' . i {' . k 3 , , `y t"` x'`xky V SO doc: Conditions D02 -226 Printed: 08 -07 -2002 � ' isn�' 5. • F i .C+V n -.1 ! F9{ VWfiI. V+. MW,!'+ MM4i./ 9�grt *+tr +p.+rMaV.w..N'RMt - •ms .r......n.....w...- -........_ ...... ... .. _ ... le I . CITY OF T UK 'ILA - — — - 7 •r ,, t , Permit Center Project Number: 6300 Southcenter Blvd., Suite 100 1908 ill Tukwila, WA 98188 Permit Number: (206) 431 -3670 . �) D 2--Z2-40 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. Project Name/Tenant: Value of Construction: Everett Plaza Shopping Center dba Parkway Square 60,018 Site Address (include suite number) City State /Zip: Tax Parcel Number: ` 16700 South Center Pkwy Tukwila WA 98138 262304 - 9128 — U7 Property Owner: Phone: Rosen Prorerties 425 - 454 - 6611 Street Address: City State /Zip: Fax #: PO Box 5003 Bellevue WA 98009 425 - 454 - 6705 Contractor: Phone: W G Clark C:nnstrur•tinn WG 040370w 20h - 624 - 5244 Street Address: City State /Zip: Fax #: 408 Aurora Ave N Seattle WA 98109 206 - 682 - 7126 Architect: Phone: N one Street Address: City State /Zip: Fax #: Engineer: Phone: KPFF Consulting,, Engineers 206 - 622 - 5822 . Street Address: City State/Zip: Fax #: Z 1 Ati1 •i ', i• 1, Avg‘ Siiitp 1 A(tfl Rpattlp Id A 9R1(11 ?.(lli 117.7. – 3O = l- Contact Person: Phone: F— Z CC Al)drf) W Ewing 1:PFF Consulting Engineers Z06 - 627 - 5827 D Street Address: City State /Zip: Fax It: _1 U 1601 Fifth Ave Suite 1600 Seattle \/A 98101 206 622 - 8130 U 0 Description of work to be done (please be specific): co = I / u. , ' &_CS�rt 1 g9i4% (n O Existing use: 0 Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital CY ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office tl u) ❑ School /College/University ❑ Other H W Proposed use: ® Retail I Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Z H ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office z O ❑ School /College /University ❑ Other W Building Square Feet: 36,00(1 existing No. of Stories: 1 Area of construction (sq ft): 7500 0 • u) O — Will there be a change of use? C3 yes ® no If yes, extent of change: (Attach additional sheet if necessary) 0 W w 2 Will there be rack storage? ❑ yes Pa no H —O Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) iii u _ U— Will there be storage of flammable/combustible hazardous material in the building? ❑ yes 0 no H I = — Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ti ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: t ::, ❑ Miscellaneous P • , 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. '`t ; 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: Date application expires: Applicatioa `' n ik : (initials) : _ g 'e t7 —d3 Vow PLEASE SIGN BACK OF APPLICATION FORM : .....1. %IL AEI I1 /30/(H) I crpernrir.duc WIND w APPLICAT S MUST BE SUBMITTED WITH T OLLOWING: • 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(5) sets for structural work), which include : ❑ ® 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 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use Z only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). u 0 ® ❑ Floor plan: show location of tenant space with proposed use of each room labeled w E ■ LL. ❑ ® N Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0 any hazardous materials; dimensions of proposed tenant space. Q ❑ ® Vicinity Map showing location of site a 71 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack _ layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ? t — rack. Structural calculations are required for rack storage eight feet and over. Z O ® Indicate proposed construction of tenant space or addition and walls being demolished w ? o ❑ ® Construction details p 0 I- ® ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water = w supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed P sprinkler system design criteria as identified by the Fire Department. — O iti z lXl ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. U © ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). z ❑ 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 . be required as part of this submittal Ama I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF r ip ; PERJURY BY THE LA WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ' NER OR AUTHORIZED AGENT: Signature: _ Dat /a / ' $ Print name: / E G ,2^ 813o / P� 1 LGtJ • G�/ �tJ , n� � Phone: l �� .- Address �� 0 / � n Q S ub /6 City /St e �� 7r/e)/ I�� t/rl / f2-4v j tam vi 11/30/00 —1 clpermil.duc i _ .� ail .: : '..:.i }' ..: r,':.:.. ... '•':'......' 1 '. •. ......, ,V. ... ..,.c t.�.,...F .!>a.. /. .id,.n ?t'.', T :!ii:::.;:.. ».1 ...>in..k..i`Jt... r ».v..n..y h.rou.. .., ". .. . ....rc. I I - -. • - t•.ir ■` 1 • r a ��•!- C of I.ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . i Z RECEIPT , 1 Z W iv , Parcel No.: 2623049128 Permit Number: D02 -226 W o Address: 16700 SOUTHCENTER PY TUKW Status: PENDING , W o Suite No: Applied Date: 08/02/2002 ' W = Applicant: PARKWAY SQUARE Issue Date: N W O 2 }- I Receipt No.: R02000'1100 Payment Amount: 1,193.74 g!5 u_ , Initials: SKS Payment Date: 08/02/2002 03:11 PM S.O. d User ID: 1165 Balance: $0.00 1 — _ . Z H 1- O Payee: CAPITAL AND COUNTIES U.S.A. INC w w U TRANSACTION LIST: p'-- Type Method Description W W. Amount . 1 = - U • , Payment Check 0766 1,193.74 u .. O Z I We o i OF=- ACCOUNT ITEM LIST: C Description Account Code Current Pmts j BUILDING - NONRES 000/322.100 720.75 \'. PLAN CHECK - NONRES 000/345.830 468.49 STATE BUILDING SURCHARGE 000/386.904 4.50 ' Total: 1,193.74 ~oit 3; f z 0 F. GwiItfi r * ,, doc: Receipt Printed: 08 -02- 2002 + fftl�' M�1gHOAYrHAIMr1xxMravuhra +Nf�w+e...uR,e.w .+ k, Mws,. rmav n+ �.. anw«. wa. e, 4. a.»,,.. n.. w..• w.,,... w..».,. ...,,.,........,,.« w; . nw . , 1 • • i l ies - C � C of t ukwlla 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 j j • Z RECEIPT a I F Parcel No.: 0041000566 Permit Number: D01 -226 U O • Address: 4033 S 150 ST TUKW Status: ISSUED N C Suite No: Applied Date: 07/27/2001 ' W = Applicant: Issue Date: 09/13/2001 N I- W O 2 I , Receipt No.: R020001171 Payment Amount: 11.55 5 Initials: SKS Payment Date: 08/13/2002 03:47 PM N d User ID: 1165 Balance: $0.00 F=- _ . Z~ Payee: SBH ENTERPRISES w iw U i • • TRANSACTION LIST: 0 H Type Method Description u1 W , Amount H H y ' Payment Check 2447 11.55 • Z Li U N i 0 ACCOUNT ITEM LIST: z l I Description Account Code Current Pmts i I BUILDING - RES 000/322.100 7.00 " PLAN CHECK - RES 000/345.830 4.55 . Total: 11.55 Y t ` r l ) 1, ,r,,. :Y. 1 yy r f�' � x I doc: Receipt Printed: 08 -13 -2002 Lap ,, 'NYHf11MiMla•MMWrtMawm .. ....... .+ a. a.,...«. r, u....•-... u. w........ .w..a»..a... «rrnwwr.n+r- .v.nwr M+ +s..+wernr.•tMr11HMM. 1 • ---- t - - - -- - - -- - -- pproved per applicable codes. 0 Corrections required prior to approval. f " � " COMMENTS:. Z � i U— .. � • S c(ai k'S 11 CO v1C1/2 -- 1- 1 0 /-* il P C{' V G �; V\(A l l'9-4r r . Tay.' ` .. + , ' inspector y ....).4 n Date: ' ' `(' � 1 $ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be l r 110.4 �, r: . ':.. paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • i, Receipt No.. Date: ,,, ,r9 . ,..6c , t , dry � . :.t r.w.A.: _.....�::: : � ..- '- ' � ,. , .:. � � ': Via;3�rtli�t:ik#:�i�iiearr :':t' < w.( L$,A? i.;?' ikr- .i.pc' '•:Jo '4.,;4;r,?:Mi:s; i . 4 i .....,..„.. ? . - -- r ,. ' r , t 0♦ r L • Z F r t W '' INSPECTION RE D" , w J _ Retain a copy with permit � '�? � _ H "! - ? INSPECTION N0. P IT 0. �. : , CITY OF TUKWILA BUILDING DIVISION , 00 I , w o ` r , *- 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 '(216)431 -3670 g M Pro ec : Typ f Inspection: u_ Q r /24/7'147 GJ � t - V It/ I V 6 w a <.,,,. Address: . - Date Called: = W / 4 7 ' . 41/77)/CT, 9 / -- ©� z V Special Instructions: Date Wanted: a, r I— O p GIN /7 9 /7 .� t '`' f � Req'uestg . �^-- I W " &I3i ,e -oQf // ; • o , r P one N 5: 3 ) (, / /3 I Approved per applicable codes. 0 Corrections required prior to approval. U. t COMMENTS: ii ■ � J��.5 i (DUO 3 ' Z LLI . Iravv, I nr1 ( (-)Innf1 1�� Z o H Llt f 4 U , - k • - 4,av� 4 �� rQ i Cl ✓` 4 -f= Leiter r InA r � ` ?`' , y i , : .. , t4;',', I h r»t17 }\ t • t s Inspector: Date: t ;� $47 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . y y � ?' ` � ; pp ' 1:� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s +' t -` ' - Receipt No.: Date: i;. ti ; � (, • •) 1 — f , ..._ -- .--_..,- - _ e' e --- • - ■ , 4 / - .6 • . • . Z < . 11./ re 4 C / / 6 5 -J 0 CO 1110 INSPECTION RECL.._, co ID . ( R etain a copy with permit PO2 --- .'a 0 11J I INSPECTION NO PEI! , T / 6 . LI , 0 it" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431-3670 g 5 '.• Projet : - Type „of Inspection: , D CO ',.; - _ 4.0r-/ifik ._,(a(.,e/#6 1 in I Al Addres:'• , Date Cailsd: I_ LLI , I .; 3 L/7- 0 /fir#7 4 6774 i+ Special Instructions: Date . 1■109ted: `7 ... .-- — #0 Z I- 11 u.I Requpr: 2 D . 0 ,ge-F-7- D 0 ' C.) CO Phpne N 0: 0 - c 1 - =717/3 0 , . I 0 ,-- n'Approved per applicable codes. El Corrections required prior to approval. — 0 ; COMMENTS Ili Z L) t 4 1t2 1 z . k.. i . : , ... I • > i , 1 . ! .0 .17 4 1 415G I I tLbk sei D Inspector: '-?.,... C A J ate: 9,9,- Oc2 I: Iiik; , .. , , • 0 $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • , ..-ts.-ak.v. paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: . !117,44t‘k '4'4 : 4 , . E , ' - ' ' ' : ' - :m.t1 tY 1 '' 4-4-4---' --"' :.z ' ' ' ''`' ---r. ' '‘ '''' '''' ' - ' ' ' ' - ` .,i3O1.. % . ....■...... . " - - - .. ' .. ' '' COMMENTS: ' U. H di Z 7 ` CJfr // a5 /4 ' Pte' p 0 i- k c a l : ‘ p :iii, ^' �- i.:�:.. f5f t.o. , ,,, inspecto � Date: ,,,.I� ! _� ', ` ,, °, "... $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be � `. -44 ,a •. : paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,;� (�'��f Receipt No.: Date: , T . ,;:: .Ye ,1,47,3, Y ,gitI2 tga, f : V4I: n.t;a: Hn dr, 3 . t',1 ' 1),, i,e i I t .f + • , — - J , , , r , -.' 1 • Z h- Z Ill . . . i , V Q . 4 .. . `. INSPECTION ROOD co 0 .. Retain a copy with permit �� ��� w i L INSPECT! N NO. PE' / T / S. N 1— [ CITY. OF TUKWILA BUILDING DIVISION %,4' • w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 i Pro t: Type f Inspection: LL Q � A d Date C = d 1- Z = _` . . p ecial Instructions: p Date Wa ted: a.m. f ii. I 'k ' ./ ri/V /.:"/ ( ; 6 Ye Reques W 6 -5 . / t j . 7 Pho No: U W _ Approved per applicable codes. 0 Corrections required prior to approval. U 1 g', O MENTS: u' I-- Z U Z a: 1'— I-- r <' + Z P; F i, i \ r • ' , . '.i '.: > ,. i I t . r i 2 f 5 +.4i „ Inspector: (.� Date: �} z } , f , ,': $47.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,;, . - ,- paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' "'�`' '' Receipt No.: Date: • r:• r : '. 61 att ? F .'; k o. L. .. .... - y:s... ... .,. , :ri.4 x;: 7 ;% 1. Mp.„•.sWati10 ::•t52!Sbk,44 V.F ., •.. 1, �Ci}c1Y.aF.5:3. #�in:k r r.N - •. x' ,.:"A W,ir i I , - a- - t .4 -, ,,` a •, Z W J 0 INSPECTION RE . m Retain a copy with permit J H INSPECTION NO. PERMIT N CO LL } * O '� t W 0 CITY OF TUKWILA BUILDING DIVISION •. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1- 670 Q i'! Proj 362 Type of Inspection: W Q Address: Date Calle /47 S'6 Ay �/ -.. .: Special , Instructiop�: 6 Date W ted: a.m. Z ~ o Z I— � , : F7 Requester: �1�, r / �P yd \ / //!/ Do - Gel Phon No: D S 0 /o�o�v� / - 0 E- q ., :. ` .. W W 't Approved per applicable codes. ❑ Corrections required prior to approval. I 0 ' W F COMMENTS: — 0 Li) N j ..:} . ' - I Of/7 47 -71- )i-i.--t-P...--e, , P I , { /: _ I i - E ��� y E. 01 ` , ; ? 0 ,,'" Inspector: Date ' El $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be j f , , , it . paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,: �: r; . , Receipt Receipt No.: Date: ;.�, v l�, 1 ' . )2 ; ,.,,. . x_ ; • ?" ' - ‘4iit'l .. `'4,,10:44"3 P is x1 s ri% a; 1k+v 3W »u�h4rt•%' ___ . --.-..' I .• •,," - ...," ------.'.- -. *' ..."' ' . • . Z . , I Fa F Z ILI re 2 , = t 0 , i 1 I . I ../' (.4) 0 ■ * i c c (0 (3 • _� - _ _ , -- - . , w, , , .. _, F ; �.� , .. . r «—� Parkway Square - Voluntary Seismic < . voluntary upgrade of wall to roof connections perimeter cmu walls and wood roof diaphragm braces from walls to roof framing fema 178 standards types of upgrades were identified out of plane upgrade for cmu walls out of plane upgrade for cmu walls in plane shear transfer to cmu walls 1 N11111:11"I Anchoring Systems 4.2.2 HIT HY 150 Injection Adhesive Anchor HIT HY 150 Allowable Loads for Threaded Rods in 1 Ni 0 1 3 /4 (44.5) 1280 (5.3) 1445 ( 6.4) 400 (1.8) . ,.,. k , r 1 /2 (12.7) 4 (108.0) `rf^ ;; .,� 1 3 /4 (44.5) 1700 (7.6) 1445 (6.4) 400 (1.8) - 5 /8 (1 5.9) 5 (127.0) .k ; 2 3 /4 (69.9) 2725 (12.1) 2455 (10.9) 960 (4.3) :$ w:`> ..i .� i : . ` Allowable Loads for Attachment of Sill Plates to top of grout filled block wall with HIT HY 150 f :.;, Ii Shear lb (kN) • ,1 ;:; , Anchor Diamenter Embedment Depth Edge Distance Tension Load Parallel Load Perpendicular ,. °"` In (mm) In (mm) In (mm) lb (kN) to Edge to Edge ' t }' ' 1 3 /4 (44.5) 1395 (6.2) 1425 ( 6.3) 560 (2.5) > 1 /2 (12.7) 4 (108.0) ;;:; ,; . ..:. : 2 3 /4 (69.9) 1795 (8.0) 2085 ( 9.3) 1110 (4.9) t {; 1 3/4 (44.5) 1840 (8.2) 1800 ( 8.0) 680 (3.0) • ; ) }q _ ; ' 1 114 5/9 (15.9) 5 (127.0) ,, ; i 's;tt, 2 3 /4 (69.9) 1965 (8.7) 3070 (13.7) 1110 (4.9) , x 1. Loads are based on concrete or masonry failure. Steel strength must be checked separately. r' ` ;Wit • SIUMJiliNiatiliiik :Tec nlral Cuirf99n01 • HIIti l i_5 ! AM- R79 -RoQQ /• wwty,us.hilUgm • l Wti..Ganada:1- 800 -363- 4458 / wwwsAUlti.com • • • • • • •- • , 73..-..., . . chord force shear flow into chord section a-a roof level cmu wall in plane shear at load shear • • ` N, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -226 DATE: 08 -02 -02 PROJECT NAME: PARKWAY SQUARE - BLDG C _ I . SITE ADDRESS: 16700 SOUTHCENTER PARKWAY CL 2 X Original Plan Submittal Response to Incomplete Letter # 0 0 Response to Correction Letter # Revision # After Permit Is Issued i 1 wo , DEPARTMENTS: Q ( u- Q tt W Y - Io'DZ J51 A UL. $ - ii i ' 'PV fit- $h 1 to Buil�ivlslon in Fire Prevention Planning Division F.. _ Ill Z 1— PubIi cigaia . il es Structural „l, [ECegv gs) Permit Coordinator Z O f la uj DETERMINATION OF COMPLETENESS (Tues Thurs.) DUE DATE: 08-06-02 D 0 ,t U ,3 w I Complete El Incomplete ❑ Not Applicable ❑ 0 - W Comments: H U g I— u_- Z Permit Center Use Only W U= INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 1- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z t TUES/THURS ROUTING: , c Please Route [El Structural Review Required p No further Review Required ❑ i REVIEWER'S INITIALS: DATE: t APPROVALS OR CORRECTIONS: DUE DATE: 09-03 -02 Approved ❑ Approved with Conditions [� Not Approved (attach comments) ❑ � Notation: 1 REVIEWER'S INITIALS: DATE: :14:L11, ! ; Permit Center Use Only ��,... CORRECTION LETTER MAILED: } ' Departments issued corrections: Bldg ❑ Fire [❑ Ping ❑ PW ❑ Staff Initials: "a" s a,,+ :, ; :-41 , 3 Documents/routing slip.doc ;''a 2.28.02 — c kg 1 ■ W ...... .. ... .. ... ., .. ... .. .. .... .... ........,........+w.v : hM -.,, xssew.. ,^WnbI11:lS?l:hR^�tG?i`k*�:f.kt ",1i 'ext t. �} • ♦ A:� kPR . .` 1 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -226 DATE: 08 -02 -02 • PROJECT NAME: PARKWAY SQUARE - BLDG C z SITE ADDRESS: 16700 SOUTHCENTER PARKWAY z CC J U X Original Plan Submittal Response to Incomplete Letter # v 0 : ° Response to Correction Letter # Revision # After Permit Is Issued w = • J I to u_ w 0 2 � DEPARTMENTS: g Building Division Fire Prevention g ❑ Planning Division a ❑ = w I— Public Works Structural ❑ Permit Coordinator p Z 1— 0 z t— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06-02 2 0 l Complete ® Incomplete p Not Applicable ❑ 0 Comments: = W O Permit Center Use Only LLI INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: Please Route ❑ Structural Review Required gi No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: rta , REVIEWER'S INITIALS: ' -. DATE: `o K ` i � ► Permit Center Use Only : ^} CORRECTION LETTER MAILED: i • Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:.,„' 1 kg Documents/routing slip.doc Pil ' 2.20.02 02 3� .8*tne ;j nvv; 1 ..1{.., • PERMIT NO.: -1 c. ) 17.--2...2.-C-, — TENANT NAME:_ � 0•� . SL&(1(€ le. l BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status fa 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division 3 Investigation 10002 Plumbing permits shall be obtained through King Co 4 OK to Occupy 10003 Electrical permits obtained through L & I • 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z O 6 Follow -up If 10005 All permits, insp records & approved plans available < • Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected .1 Z 7 a 30 WSEC Residential • • ❑ 10007 All structural welding shall be done by WABO certified f 4. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -226 DATE: 08 -02 -02 ' PROJECT NAME: PARKWAY SQUARE - BLDG C a _ r- SITE ADDRESS: 16700 SOUTHCENTER PARKWAY re iii 6 X Original Plan Submittal Response to Incomplete Letter # v 0 N 0 . Response to Correction Letter # Revision # After Permit Is Issued w H , w u. w0 , _ .-- . -- '. . cam •••1 :, - 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -226 DATE: 08 -02 -02 PROJECT NAME: PARKWAY SQUARE - BLDG C z SITE ADDRESS: 16700 SOUTHCENTER PARKWAY z � w X Original Plan Submittal Response to Incomplete Letter # _1 v — U O co ir Response to Correction Letter # Revision # After Permit Is Issued w = orreco J- I '^ V/ LL Ui O DEPARTMENTS: g 5 ii. Q Building Division ❑ Fire Prevention ❑ Planning Division = CC I- al Public Works ❑ Structural p Permit Coordinator Z i I- O Z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -06-02 2 D U Q • Complete Incomplete ❑ Not Applicable ❑ O Comments: 2 W • u Permit Center Use Only id Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I H O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required e d , REVIEWER'S INITIALS: c3p1 DATE: ' / ?2 1 2 APPROVALS OR CORRECTIONS: DUE DATE: 09 -03-02 ) Approved p Approved with Conditions ❑ Not Approved (attach comments) ❑ 1 d t; k, Notation: "�� �... sir► �. REVIEWER'S INITIALS: DATE: ' , ! �, ��� V Permit Center Use Only 4.r.4 -< CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ia'.. ^;' x�r }'v�h5' nth :.y k 4 Documentshouling slip.doc �... "gg 2.28-02 �.�v3.�a't.:z' ;emu :�. . _, . ?!1'r, ,. ..v_.o.� .,,., .,, nS.t 6vi.'w,tl.: wiKti:4nl' r • •, . _%$@ `u'il w..rc�e,>t... .. u� —ra ...�..,...,......._... ,.. .-. ....,......... »� ... aC^NVt Nn +,etW- .rr':1, +trre:ur.'�h r +KM vx ., ;c;�!tt�eta� mx;�Wrwoen�.�.rne 1 I y.Cr - - - ■ : 1 \ • — 'N. ~Y • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -226 DATE: 08 -02 -02 PROJECT NAME: PARKWAY SQUARE - BLDG C z SITE ADDRESS: 16700 SOUTHCENTER PARKWAY w 2 X Original Plan Submittal Response to Incomplete Letter # —J U — U O N Response to Correction Letter # Revision # After Permit Is Issued W W = J I._ co L W O 2 DEPARTMENTS: u_ a Building Division p Fire Prevention ❑ Planning Division ❑ = W 2 Public Works ~ Structural ❑ Permit Coordinator ❑ z H I— O Z I— W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06-02 2 D • U Complete ❑ Incomplete p Not Applicable ❑ 0 Comments: W U • ~~ u" O Permit Center Use Only iii i W INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: L I Please Route ❑ Structural Review Required ❑ No further Review Required .J . REVIEWER'S INITIALS: C)1.-17v\ DATE: WO i i i APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: e .. L ' �, REVIEWER'S INITIALS: DATE: u t:�'; ! r Permit Center Use Only t ; c4 r ..�. .Y, 1 , 1i CORRECTION LETTER MAILED: i ` ' < , . . Departments issued corrections: Bldg El Fire ❑ Ping El PW ❑ Staff Initials: ;IT , F; , � •. ONO; � Documentshouling siip.doc j? "i t 2.28.02 ; .' ;.CttE:s:.4C:, . 1 . . ‘.1., . . . . .. • ..._ . . . . .. TUE 04:28 PM WG CLARK CONSTRUCTION CO FAX NO, 12066827126 P. 02 .. ........, .. . • . ..- . • ,. • . • • • epoxy boltings tie down \ /09( .........____ .‘u".. CASCADE TESTII LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 111 7 0 T' PRPOIOUS � 12919 N.E. 126TH PLACE REPORT No. No. KIRK LAND, WASHINGTON 98034 (425 823 - 9800 EVERETT (425) 259 -0817 DATE CERT. NO. FIELD REPORT �'-' / 7 •••• � � 0.7 0 8 — 33 P ECT ct./4'ua O Z f- LOCATION / TO: 4 r .t C'c.4. 2,..ci,Prcf d f l g Y � i c�► 7L 0. , ill OWNER Z Da -A2 C / iz THER TEMP. AT AM UJ �� _ r _ ! � ® AT PM ENGINEER _1 C.) (� c ,,pp � 0 0 SCf J O LUUL ARCHITE w W J = ATTN: COMMUNITY 1"' DEVELOP iVIhN F N u CONTRACTOR � W INSPECTION PERFORMED ITEMS INSPECTED _FOUNDATIONS "' N d _ RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB = I- 111 _ Y RESTEELIMASONRY 1 STR.STIWELDING AUGER CAST PILES COLUMNS Z F = - �` OTHER e/ x A a 17��� STR.ST /BOLTING — DRILLED PIERS — WALLS Z I - uj " 7* - 10 , 4001.) ?111 J`Ir/0 — BEAMS uj / (4> B � / .2 o / 6 dry o 6 1✓ - • ' c �/ O LOCA (AREAS) / . ,_ u, uj . /91(6 /1 4 7 ACh AI ..?4/ � f f♦ �C,/ Ca' -PR J ' ' Co it ■1ec 77 GIV, L, a �O eN � V — . 43 o,s / 7 pr�i i s� , 2d. �2V;A Z...4'7' p Z Ili U= CO 1////i NCRETE/MASONRY MIX NO. ^ M ' i, /5 DESIGN STRENGTH (f'c) Z , SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. _ YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG: DEPT. APPROVED PLANS REMARKS: ` Y X6 - C,01 APalic44 • ) a 71, / . J v 4 �� A /i GG n..rke/Ad. �1 74/'4f - 3 /j. 6 0 c / / -7r e .,1 • '�/ , � y i e. �r, PO4 ea, 3 ! i c / 'al / , . ` .. ' J ,�}. /i can e�.�'uW I 6 a /74 j Y e.. 7 7 as k j 4 s �'a�.r /' 1 L. /61 a✓ �, {�., � �, per i PGc 1i� 4 7'� !h a y vOt 1 ti rc #- ec ftG dn. P.•. ' } 6 � s ^ : : ,d / � // c..� vi' ccl"/o.�L1 vc.e ' :`' `` TEST RESULTS APPLY ONLY TO THE ITEMS ;i�'° "{k %" HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED CC/n.,`/s (Z C VS -v i ' fr' �' �;,, BE REPRODUCED EXCEPT IN FULL, WITH- I. 1c1,,,;,:;.:,.'",s,..... / OUT THE WRITTEN APPROVAL OF CASCADE �i / ';;.;'`% 40 TESTING LABORATORY, INC. INSPECTOR SIGNATURE ` .i': : :',.j REVISED 8 /00 SIGNED BY A/ Y ,C'ih • 1 • n: fK'r5ei 4 '.. COPIES TO: , � -� w, 4i `�� I epoxy inspection as per details epoxy bolts clips and nails inspection structural work . \ I lerk.,■, CASCADE TESTI 1 LABORATORY, INC. 6 1 4 9 9 1 45g l a u go - TEST . ING & INSPECTIOI 1NGINEERS No. 12919 N.E. 126TH PLACE DATE CERT. NO. •-:-Ir.. KIRKLAND WASHINGTON 98034 (206) 823 EVERETT (206) 259-0817 g -9 - Z002_ C3 -33 PROJECT 197-- iii0■Pi 0 1 2- LOCATI ON ' TO: ) (Dgc_q_____<0_141V.P4 _le. • le, , : •ft - • • OWNER / 4 1 i i i i i ill • • -- TEMP. AT AT AM Z T PM < . ‘ I I ENGINEER Ce l 'i l KPF 1= D ARCHITECT 00 . ATTN: co CI CONTRACTOR ILI i ' L)1 &.■ Cl l.c. .., AS REQUESTED BY: ea 0 u_ THE FOLLOWING WAS NOTED: iii 2 g n y TodyPA tor,. a s pc Dat:As thA. 5 Y C Fe o)e 6- - h..i e clor. ki\es --Vr, lae_ I.Cee c oUSI- l IL < CO - a , , a i i _I 1 i I i 04. I.• likVeQ r,... .2... , Ens becLeA , /1/4.)74- E r €.mbect,,,... 4- 0,_, a ni Ht nr 1,0 ii<prl I tj . I Z 1— i : O' pa rnA IAA jairees t e c ..,pv„.41-1,,,„„ A Fut 1 tpe.)#r Co ve ouec 4-)vrt mliel , I— 0 Z i-• ILI uj 1 2 D \ L. ,J - g A b,,,,s (iii) E TR‘fo R. 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EVERETT (425) 259_0817 i`/1 03 ^ az 0 Z 08-33 FIELD REPORT PROJECT RECEIVED Pit /4 10 0 i LOCATION /6854 SeiaTMc- ple.wr TO : SEP 17 2002 BLDG. PERMIT NO. .� / OWNER Z COMMUNITY 02— Z z6 • 11- WEATHER TEMP. AT AM J1•"' Z DEVELOPMENT w joist bolts CASCADE TESTI' LABORATORY, INC. TESTING & INSPECTIOt` .NGINEERS PREVIOUS 112 611 12919 N.E. 126TH PLACE A REPORT No. No. \ L KIRKLAND, WASHINGTON 98034 / `eC � 800 D AT CERT. NO. EVERETT ]1 '�^ 0 2,- C y ^ O &_ FIELD REPORT sEp 10 ?0 ECT s � I/ r k1f-e � COM Dpinriry t f / ON � /' /' TO: 6f t ( (--4 c/i r e / pM tl,Al' / ff77590 1 l t 1 .0..0? / l /`),0„ BLDG. PERMIT NO, OWNER WEATHER TEMP. AT AM • I ,,., Z AT PM 2 ' ENGINEER 6 = JU 0 0 ARCHITECT Cl) 0 CO LU ATTN: J !-- CONTRACTOR N LL w 2 ', INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS g LL. Q _ RESTEEUCONCRETE _ RESTEELONLY FOOTINGS SLAB U) d _ RESTEEUMASO _ STR.ST/WELDING AUGER CAST PILES COLUMNS F _ OTHER L f ! ' o 1 — STR.ST /BOLTING — DRILLED PIERS XWALLS F- 0 ( / 1'7 6‘. ///4 C /13 7 t 1 i /1) — BEAMS W 1– / 2 m (4) 3 e i ,e , /7 c ' it �! -/ ' / S ' r ` / GZ2 k� N LOCATION (AREAS) (;], p 1- V, 1-i / ,`n 1 L f L- , O 4 "(2) v' L W J U u. ~O W Z ti 1 U) CONCRETEIMASONRY ' /4 - I / - -'4.4 - I I Y fro I= 1 "' MIX NO. �/ DESIGN STRENGTH (f'c) Z ' SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. �, r YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS 1 QQ � X W 1 11 /1,S 1� �''^ GAO �4 y� N / REMARKS: L ! //,..... c- s 3 -1 zn pe, 6'1/D 0/ LI o / ( 4 - 3 c) 7 .a a ; ' .�, ? 4 . n ) ( / /to s I So , <4 /1 {fie vf csrfrvc, t r ar /.� /'4 / ^ 1 �►` (14-eA-) fb 8? 0 , 2 6 B 6'4, ve- , ,6 ? 7V . 4,/ ,......,d/k 5,01,2,4,,f1 ,, ., , .rn e n"iilX'� TEST RESULTS APPLY ONLY TO THE ITEMS Cv✓�7 /S 1 C (-1S , 4''' ` tit. • r`; t HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED / ','. BE REPRODUCED EXCEPT IN FULL, WITH- � OUT THE WRITTEN APPROVAL OF CASCADE /OF . ,. '"'% t'i .�lYA TESTING LABORATORY, INC. INSPECTOR SIGNATURE —1. {:` ? 4 t M l ? '- REVISED 8 /00 SIGNED BY `!'�'��`- f ' L ' y `'' COPIES TO: CI / I: • reck // -' / ) Zh,+"p.,. 4 4d+9u�F++;+rfh"c•.- rl *;t:!Cn^S a:t.;ua:::... « ", { .. � t I i epoxy inspection bolts permit plans v4 CASCADE TESTING LABORATORY. INC. 5 0 4 51 TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE REPORT No. N'o. \ L KIRKLAND.WASHINGTON 98034 (425) 823.9800 DATE CERT. NO. EVERETT (425) 259 -0817 R�EC EIVED P OJEC T2 a - ozO8 -- FIELD REPO !AUG 3 0 2002 LOCATION a /z C OMMUNITY 16 1 T � o 1lflf-e4X) n �te4K1 '' TO: DEVELOPMENT BLDG. PERMIT NO. OWNER Z ' 110 O2— 226 . =1 WEATHER TEMP. AT AM ill AT PM ENGINEER bPPP- U o ARCHITECT ATTN: J H CONTRACTOR CO LL W.g. CG ,4/e/Z. wo ' THE FOLLOWING WAS NOTED: 2 J. Et Y S, vsp0 - a�'i opt/ • - , -S rE - Cl /' I �3 /(5' . Jpsp�;T1: g a T' I PS ■ pL k, b - , - 04- -, C Gt .v 6 z 2 s 7 s Sr t7 z'7p . Wit ?A ' -ss = 1 d I' leg E x y i a - j) yt - " — ./.!-s 313 14/...74 ii--YT' `l / 4 -17 - r4-S p . 1-o .e. c.N 2s D•44 G 4 L g x y Gov ova Ilk R- ., Ala D wo , 1 c-t - 7S . L-o u-74 OA/ - Z: Afe 14- D N . 4.2 ; 4.8 f .r. 2 - ; $'S > > ► 4. z I )4.8 /4.9 - W I- 1S'. t t6,4 16,E E-- 2 . ez %1 uA-: i iv so�c �,o�v A-5 7 1 > Z — S Aisp - - , N LLJ `f l+ 41,44 a 3 ItLo�Ar ate! Sp9 . ' G Sr z� — Fa' ',v.?) ? may ~ O H z m Z.g ) Ad Go•° pc % OIL' .5 7 ta, 1-pP % > p� s - S.3 /2 , , Tv 3. 3/4 ~ roo z..7S 7 3 0 7 — i ti s ;-A-><. c-g2, 01-s ? E7a g V25 , 2 L 7 `62 z t 5 R• s , 5 1'41 cazt - � o7�K p p ops z. pie- 4T pi' AM3 i S CD/4 pC. 1 4-►r Po L t ew i .v 4g `i 6'tiA -K/ i SP : )6 ' , I6B 76 ` /68 � /6890, • 4 : 1 : ,fi 5'" ... ; TEST RESULTS APPLY ONLY TO THE ITEMS g } 1 ' �� } 7v# HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED f i ., , , c ` BE REPRODUCED EXCEPT IN FULL WITH- • ?� ?? rk e;; OUT THE WRITTEN APPROVAL OF CASCADE ^ "'" � F . ` TESTING LABORATORY, INC. INSPECTOR SIGNATURE t ±j'r ' REVISED 12/00 SIGNED BY w ; +; *: Y , r �l IaCG'y�y{ii.S COPIES TO: c:, . t T ' w • k 1:gt t a _ r ;RY.n„, . 'r. :.:f:t:(., ',, .. ,,. , . ..... r .a........ . r . , . .. _. . epoxy anchor bolts embedment holdowns CASCADE TESTI Fr i LABOR INC. . TESTING & INS i ENGINEERS 11230 3 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 PREVIOUS EVERETT (425) 259 -0817 DAT R I OZ CERT. Z.O $ '3 3 ECT FIELD REPORT P r iar e. w p 01 'z._, LOCATION t Q� TO: l CD g J 4 ��•k a *.► k'e e- 4 • BLDG. PERMIT NO. OWNER Z flOZZ'Z to • = I- • WEATHER TEMP. AT AM .I W • AT PM Q j ENGINEER J U • V. P F'F No ' ARCHITECT WI ATTN: N 1_ ' CONTRACTOR �+ LA) r.� G 1 A a• W } o (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _. FOUNDATIONS < RESTEEUCONCRETE RESTEELONLY FOOTINGS _ SLAB - CJ I... W _ RESTEEUMASONRY STR.STIWELDING AUGER CAST PILES COLUMNS Z H — OTHER — STR.ST /BOLTING — DRILLED PIERS 14 WALLS Z 0 gee 41 CH' W W —BEAMS U� N ( LOCATION (AREAS) rL.t al N GIe a 1a�s �,-} Z. S � - y 4 1.: j L :+ 4. (a, S --C� o I- Aso W W �1 •e COr 4-e t.m 0sst A l_;.a.r... t -' Dek.6% 1 (3 t, D s CioeN.„pe, rSSero% I LI .a•a. A -G DrrA-+41 \ G LL• O Z PIrs p2 14 D141otzas I L•iw AI -C.... U LLI CONCRETE/MASONRY O /- MIX NO. DESIGN STRENGTH (Pc) Z . SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCH SPETTMERS CAST .. • AIR CONT • ' o) SE ER REPORT NO. 1 4.0 0--- S _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS • REMARKS: p aD, Er". be ,-e u CO / /?, !. (, SZ.da 61o41w, as- 12:1-.4,5 Lei GI • a a - S k i tAselo7 AA l 4' i rfy t So p 3 L C ' ► f'@ 3et a Q at k5 e-s fag 04A-12,,,k C� ,ms's 10 C� Il�a..N. a 4 c.�. ,,,,.�- `; L54-0 IS" Sd- o-arfS LA) 4-e. J a .5.1-411 ecP As e el_ -' e f go a ,P ►` s It . rL". 1 • 40. 0 z ., {J-ol �fl NS �e .� 5 1 la As e.o.- DeA-aA 6 y sn :, TEST RESULTS APPLY ONLY TO THE ITEMS IXy C E, t'; =. �r, HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) ` .�r .:; r t BE REPRODUCED EXCEPT IN FULL, WITH- :� �"t;;q; OUT THE WRITTEN APPROVAL OF CASCADE • ' TESTING LABORATORY, INC. INSPECTOR SIGNATURE — �I,'`i. '<< i 1 REVISED 8/00 SIGNED BY COPIES TO: /z.,-) co, fi 1 �. ' , w :n s.. �, :r ,,:�' - � , f.�n:ar�,+ x �.w^ � r. r^ �,. � �•;7i •. � „.'tYS .. , � < ..... S,.m.« ��.�. "�.R�SUr.,:ntrsa 4 r __________ . .. . epoxy inspection I TESTING & INSPECTION / ENGINEERS PREVIOUS I 12919 N.E. 126TH PLACE REPORT No. Na. ' t KIRKLAND.WASHINGTON 98034 (425) 823 -9800 DATE CERT. NO. EVERETT (425) 259 -0817 08- I 5_ O+ o z o - -S-S ■ AUG 2 6 2f107 FIELD REPORT PROJECT S oi COMMUNITY LOCATION , • To: DEVELOPMENT • . 1 g s 4 6oi,Twc ',2 Pv-w y z BLDG. PERMIT NO. OWNER < t# 02 - 226 I = WEATHER TEMP. AT AM U1 r 2 ' urrent Contractor Registration to Enter Contractor Information in Sierra: andrew ewing STRUCTURAL NOTES �- EX PLYWOOD SHTHG (NEW) 2x BLKG BTWN � -- EX PLYWOOD SHTHG EX TJH JOIST PROVIDE PLYWOOD EX TJH JOIST / TJH J OIST (2)5/8 "4x4 1/2' EMBED EX PLYWOOD SHTHG — - - EX c ciT HILP HY -150 EPDXY -- - - -_ -- _ - -- - -- -'-- " / BLKG BTWN TOP' CHORD - _ . _._ _ 'm N CODE REQUIREMENTS: Seismic design shall conform to the FEMA 178, "NEHRP GA -- - - -- - -- �_ EX TJH JOIST MEMBERS OF TRUSS w o ANCHORS ®5 " —� / J � _ - - . ^ _- shall conform to the requirements of the Uniform Building Code, 997 Edition. - - Handbook for the Seismic Evaluation of Existing Buildings. All construction 1 _ ___ __- ,_ _= g j e FS SEISMIC LOADS ` , 2 } , • •. - - - _. a c 4 •' I _._._- ------ U ! c ri • Earthquake design is based on the following:, _ • 1 V ) * (1 12d NAIL ® k r o 5 - t � : / 4 EMBED LAG SCREWS (3)5/16 1/2° 8 "OC, MAX - - -�p L -, { A' (2) A34 CLIPS ®EA Building: V = Base Shear = CsW g i j • 4 ; E � r 1 BAY OF BLKG. PROVIDE i.2 Where Cs = -'-' \ (2)3/4 " 4 A307 BOLTS I � ®i "GA L_m 1 (4) #8x5/8 SCREWS ¢ h R = 3.5 I . . . \ ----------- L3x2x1/4 (LLV) t ,j \•\ L3x2x1 4 LLV i i T. INTO EX ROOF SHTHG / ( ) f ' f { EA CLIP • ;= W = total seismic dead load I ' ' �'� j e 1 �o 1 1 / 2° 3/4 ° 4 A307 BOLT IN I ! . 1 i :-.,--- -. • u Elements of the structure and nonstructural components:, - \ , i BRACE ANCHORAGE i h �� VERT SHORT - SLOTTED __ • Ft 0.67(AvCcWc) HOLE 6"f H PER B /S -, E. k Where: Av 0.30 WF6x20x0' -6" r - � Cc - seismic coefficient per FEMA 178, Table 2.4.6 _ E _ (. . _It t --. I v y o B [. We = weight of portion of structure or component EE__ m k - '4 ,,,S1,74;,,, EX CMU WALL I I i : 7 - -- : y ' 1s , � ^o2m INSPECTION: Special inspection, per UBC Sections 1701 and 1703, shall be I k VERIFY TOP (2) 1 t ' 1 � t �E "/` performed by an approved testing agency for epoxy anchors installed in masonry. _ _ _ _ - j COURSES ARE SOLID I ' - - - - I i ' - - j GROUTED BOND BMS i i r j € i \ a � 16613 a SPECIAL CONDITIONS: Contractor shall verify all levels, dimensions, and existing - \ d ' - -€ NOTES: _e \ earsrew e_ NOTES: ' NOTES: �- e ss;axau ;, conditions in e the field before proceeding. Contractor shall notify the Architect �_ 1. SOME BLKG MAY ALREADY EXIST. CONTRACTOR TO CONFIRM EX CONDITION. �- CEILING WHERE OCCURS - of any discrepancies or field changes prior to installation or fabrication. In 1. PROVIDE BRACE ASSEMBLY AT 8 - " (EVERY OTHER JOIST AT BLDG C). CEILING WHERE OCCURS , PROVIDE BRACE A SSEMBLY AT 2' -8 "OC (EVERY BRACE). CEILING WHERE OCCURS . / /%t- case of discrepancies between the existing conditions and the drawings, the 2. CONTRACTOR TO COORD /VERIFY BRACE CONNECTION LOCATIONS W/ 2. CONTRACTOR TO COORD /VERIFY BRACE CONNECTION LOCATIONS W/ 2. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. exPme; t /zo /os Contractor shall obtain direction from the Architect before proceeding. CONFIGURATION OF DIAGONAL MEMBERS OF EX TJH. CONFIGURATION OF DIAGONAL MEMBERS OF EX TJH. Dimensions noted as plus or minus (t) indicate unverified dimensions and are 3. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. 3. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. from indicated dime immdiately of aoer scaled SECTION AT JOISTS (BUILDING C) 11/2 " =1' -D" B SECTION AT JOISTS (BUILDING A) , /2 " = -D" C SECTION BTWN JOISTS (BLDG A & C) , 1 /2 " =l' - D" D dimensions - -DO NOT SCALE DRAWINGS. Contractor shall be responsible for all safety precautons and the methods, (6)A34 CLIPS AT EQ SP D1 techniques, sequences or procedures required to perform the work. ALT FACE. PROVIDE (4) BLDG A STEEL REFERENCE SPECIFICATIONS ROOF 8 SCREWS INTO EX 4x6 BLKG @ CLIP FAR SIDE ROOF SHTHG EA CUP g FIRST (2) BAYS Structural Steel - AISC - Specification for Structural Steel for Buildings - 9th Edition / EX PLYWOOD SHTHG PROVIDE A34 CLIP / A34 CLIP EA INTO EX PLATE FACE, TYP STEEL MATERIALS _� Connection material, embedded items - ASTM A 36 I ` / L LJ \ - L__ E L _ i ¢ 1 channels, angles, base plates, - ' ' and mist. steel .1 1 r , � �� �r Wood Connection Bo lts - ASTM A 307 ) r-. Anchor Bolts - ASTM A 307 t-_ ��� Threaded Rods - ASTM A 36 5/8 ° ,., 4x4 1/2 EMBED / ! �- STRUCTURAL STEEL: Structural steel design, fabrication and erection shall HILT HY -150 l PHD2 HOIDOWN, LSTA15 STRAP --- TOP CHORD, EX 9 conform to the requirements of Chapter 22 of the Uniform Building Code. EPDXY ANCHOR t I 5-- � PER MFR - FASTEN TO BLKG PROVIDE PLYWOOD BLKG TJH JOIST Substitution of member sizes or steel grade will not be allowed without prior BTWN TOP CHORD MEMBERS approval of the Engineer. EX CMU WALL ` [ f I OF TRUSS It- C CEILING WHERE OCCURS rn <<<<<< DRILLED CONCRETE ANCHORS: Drilled concrete anchors, including expansion \ ! I I — H4 CUP EA FACE bolts, adhesive anchors, and undercut anchors shall be as specified below or as I i k AT BLDG 'A' otherwise shown on the drawings. Use of drilled concrete anchors where not . I ' 1 specified in the documents shall be subject to approval by the Engineer. I I / � �'® , v t t ADHESIVE ANCHORS: Epoxy or adhesive -type anchors shall be installed per the NOTES: __• Ii__ 2 manufacturer's recommendation. Special inspection is required far all adhesive anchors. I. PROVIDE BLKG ASSEMBLY AT 6' -0 "OC. 2. REMOVE INSULATION AS REQ'D TO COMPLETE WORK. REPLACE WHEN COMPLETE. DI - CONDITION AT BLDG 'A' o SAWN LUMBER: Sawn lumber shall conform to "Grading and Dressing Rules," West Coast Lumber Inspection Bureau (WCLIB), latest edition. Lumber shall be o A H 3 the species and grade noted below. Design stresses are based ae ,997 Nos. SECTION (BLDG A & Cl / G _ r - Use Grade Fb(psi) (single use) rr Bucking 2 to 4" thick, 2" and wider Douglas Fir -Larch No. 2 900 w,� / t. Framing accessories and structural fasteners shall be as manufactured by ! "� / a Simpson Company (or approved equal), and of the size and type shown on the drawings. All other framing nails shall be common nails and shall be of the L. size and number indicated an the drawings. ��Is 1 F T-- 5 <<<<<a / FILE COPY G I understand that the Plan Check approvals are l' subject to errors and omissions and approval of A plans doeroc:dnyie's:/ofifar uthorize violation of any I adopted c ordinance Receipt of con- tractor's capproved planiha s acknowledged � . arce A � , /N By U 7�O°"Z -- BIA B oats Beginning at the SE c• -I of the SE quarter of the NW quarter of Seclio• Township 23 North, R ange 4 East W.M. in Ki ng C ounty WA. 0 � - PermitNo. (n E S , .55th St. om Rd Thence N 89 degrees 43 minul- •• 19 seconds W a dslan . 09.81 feet; Thence N 00 degrees 57 minutes an. seconds W a •nce of 37(.74 feet to the true point of beginning } +. g Then continuing N 00 degrees 57 minutes • 48 • ds W a distance of 114.02 feet; 3 th Thence S 89 degrees 45 minutes 58 secon• lance of 260 feet; CC Z e o ' g 7 Thence S 00 degrees 1 02 - ds W a dis • of 114 feel; � r - � ( (o c Q - r d - The nce N 89 degrees 45 mmut seconds • W o d stance .57.62 feet to the true point of beginning. �- g•e� E v Q (n tea: , ! ptf 0 a J t t Also known a P arcel A of the Parcel City of Tukwila Bind g Site Plan, Park ay Sq . -r ecorde d under recording cording No. 79 ; 0 Ct , 1 t D I re' , ,,,,, , u _e r W 4 M Q as Project Site J Q :::: Sirander Blvd comer at the SE quarter of the NW quarter of Section 26, Township 23 North, Range 4 East, W.M. in King County WA. cc P Thence N 89 degrees 43 minutes and 19 seconds W a distance of 619.81 feet; ' ( a - D x- Thence N 00 degrees 57 minutes and 48 seconds W a distance k 8.7 egees 45 minutes and 58 conds E a distance o 1.ee; egees 14 minufeees feet to the east margin of said SE quarter of the NW quarter, _ A UO _ B 'AM ' X o B Thence S 00 degrees 25 minutes 58 seconds a distance of 241.65 feet to the point of b e g i n n i n g Si--- - k. . �,. F . 0 Also known as portion of Parcel 3 of the City of Tukwila Short Plat No. 77 -51 recorded under recording Na. 770130634; ., T Also known as Parcel A of the City of Tukwila Binding Site Plan, Parkway Square recorded under recording No. 7912050783. _ ✓r C ;^ e, � r ' T � r � r ' ' Minkler Blvd �- l N ' i 1 I COMIETED VICINITY MAP SITE PLAN AUG PROJECT O.: SHOWN G 0 2 2 0 0E2 2 0 02 SCALLE: : 10 AS SHOWN \ DATE: JUNE 14, 2002 w.ercx PE„ rsa I _ I SHEET NO. S -1 Moz - 6....Z(60 I w O M_ C t N W O . p p C ,'''3, � J d .. G7 O N U ; ,i O O " c 3 0 125' -0" O ® 4 C c N N 111 , Q 17 -6" 18' - 18' -0" 18' -0" 18' -0" I. 1 -0" 17 -6" t • u O � 3 N f 0° I N O h 1 !, LR F OR p E ,p ' � o2 .�_ p R $ z f S ZONAL ;Nov' A I G S -1 1 EVIR}S �/zo/oa G /S -1 � ,' I I - O n _ C o 11114 '-a' c I. 0 o , - O ,!„, Ts8"rBy I i _ i z ` , GL 5 1 8x18 a '" — - H) 21 � +�� TYP, UNO �-i I I N BLDG A - RAMING PLAN IA L 1 1/16 = 11 o 1 I z QQQQQQ c, a i m - s , - 1 2 3 4 5 6 I� 8 10 1 @ 13 Cl. 15 16 ® 20 21 22 23 24 w - - -. -- - - - --- - -- -- - - - -- - - - -'— 288' -0" 121'- 8 � .__ 18' -0 ° 18' 0" j 18 0" 18' -0" 18' -0 1. 18' -0" 18' -0" 1 18' -0" �. 18' -0" 18' -0 18' -0" 18' -0" z 18' -0" 18' -0° 1 3' -0° 18' -0o 18' -0° 18' -0" I 18' -0" 18' -0" 18' -0" 18' -0° 18' -0 . 1 i - - -- _ I _ \ o i o I I m< N + �' 6 EXGL 51/812 ° l i , ��N � l _ = aaaaaa - I � I 1 I I I x , 1 w ; i =o I 1 I CO EX GE 8 3/4 1/2 � +/ c+ 0t/ .� +' I a + CC Z TYP ALONG GRID E V `O+ / , � ,5� +/ X 5 6 ' �`7`O+ 1 . i Q V J - I I BTWN GRIDS 18 -24 c�i -/ F $ F'� �y <�' - g n + a_ E ,, e y _ �_ _ �. m z J , _ _ I ! I i / LL i — I I � a = S a - _ w i i i c r----r I j( � 0 _ i EX 8 CMU �1 G S - 1 _ PUG 6 7uG2 0 1 1 . FEAR WALL ; - s :;t, ; ; I I I 1 "i'l . >— 0 M B ! _ I- /--\ e we T i- c - - - - - 1 T I - -- —_.- -III ' ( i I / 1 ; I o E x 8 1,1 /BALL—' 1 rt °,u noFE PROM NO.: 102226 - I I F A I a m SCALE: AS SHOWN m o N SHEET NO DATE JUNE 14, 2002 _ i - BLDG C - ROOF FRAMING PLAN . ■ 3 - - 1/16 " =1' -0" 1It I - . I I;