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HomeMy WebLinkAboutPermit D01-317 - HARTUNG GLASSCitj/ of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 362304 -9060 Permit No: DO1 -317 Address: 17800 WEST VALLEY HY Status: ISSUED Suite No: Issued: 10/19/2001 Location: BUILDING A Expires: 04/17/2002 Category: AMFG Type: DEVPERM Zoning: C /LI Const Type: Occupancy: WAREHOUSE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: RENTON Sewer: TUKWILA Wetlands: Slopes: N Streams: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License Na: CDKCOSI066MA OCCUPANT HARTONG GLASS Phone: 17820 WEST VALLEY HY, TUKWILA, WA 98188 OWNER SCIOLA NICK & PATRICIA ANN :6718 1.34TH CT NE, REDMOND WA 98052 ,CONTACT GREG SARGENT Phone: 206- 423 -5211 CDR CONSTRUCTION, 26231 NE 166 ST, DUVALL, WA 98019 CONTRACTOR C D K CONST SERVICES DEVELOPMENT PERMIT . 1767, DUVALL;: WA 98019 **** kk• k* k�Ic, �t. SY *- i***. k* ** * ******* *** * *•k** *•k * * *•k*** k**** *• k***** * * *•k** *•k•k***k•k•k•k•k *:l•k ** k Permit ':Description: EARTHQUAKE REPAIR ** ** ** * *** * *k * * *•k7hk** k * **** *** *4c *•k ** ** * ** *{ Clock*** *k•k•kk** *•k:kk** * * ***k* ****kA* *fir * *• Construction Valuation: $ 33,322.00 PUBLIC.-WORKS k(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Sizetin): .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Fill: andscape Irrigation: N Moving Oversized Load: N Start Time End Time: Sanitary Side Sewer: N No Sewer Main Extension: N Private: N Public: N Storm, Drainage: N Street Use: N Water Main Extension: N , . . Private: N Public: N ** ** �I*************• k******** k******* 4c******** k****** kk* * *kk ** * * * *•k * * * *k * * * * * ** *k *•k. TOTAL DEVELOPMENT PERMIT FEES $ 800.05 **********• k ** ** *k ** * * **** * *•kphk * * *Ak **** ** *kk *** * *** *k * * * **k * *•k * ** * *•k * **** *ilk *•k ** Permit Center Authorized Signatur.e:. Date: / 7 ' ' I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or 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 of work. I am authorized to sign for and obtain this development permit. Signature: Date - 1fs� Print Name: 61A-€ S . This permit shall become null 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. CITY OF TUKWILA' Permit No: D01-317 Address: 17800 WEST VALLEY HY Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 10/01 /2001 ar'cel #: 362304 -9060 Issued: 10/19/2001 : * *k•k * * * * * * * * * **** *k *k * * ** :******************** * * * * * * ** * * ** * * * *•k * * **•k*•** *** ?. ermit.Conditions: 1, changes will be made to the plans unless approved by the :Engineer and the Tukwila Building Division. When special inspection is required either the owner, :architect or engineer sha l l notify the Tukwila B u i l d i n g Division of appoin'tment of the inspection agencies prior to the first building, inspection. 'Copies of all special inspection reports'; shall : be submitted to the Building ivision i;ri' a timely-manner. . , Reports Shall contain ;address, roject:i namepermi t number and type' of. inspection being performed , The ,Special inspector shall submit a f i n a l signed .,repor , sta.t:�i•rig.whether, the work requirit g special irispectian was', to / ;th'e best of: the. inspector's knowledge, in conformance wi•iliF`approved;,`'plans ; and - specifications and the app l icab l e;- wo krnansh i;p prov i s.i an.,s of the UBC 1 construction to be done; in conformance with approved pYans and requ i reirients''o f ` the Un i m B u i l d i n g Code ( 1997 Edition) , :7as' amended, ''Un i form Meehan i ca l Code (1997 Ed it io -, and .WashingtonState•- Energy Code ;(1997..Edition) ` al idity.��of P ' The i,ssuance' of a- permit or approval of }flans, .�specificat ion*, and.',.computations -shall not be con - st'rued to be a permit :for, or, an approval of, any violation 0•i' S�any `of, the provisions of the bu i �l d `ng _ code or of any other ';ordinance of the jurisdiction 'No permit presuming gi authorit -y to violate or cancel , the provision, offthi code :shal `be valid. AMpermi ts, inspection records, and ,: p l ans shal at the''-.job site prior to the start -of any con - stru,cti:on "These 'd. are to be"maintained a`vai 1- able Until final inspection approval is granted:: . All structura`l' `welding 'shall ,be, .. done' by` W. A B O certified welders and'special inspected (UBC - Sec. 306(a)5);' ** *FIRE DEPARTMENT CONDITTONSkk* The attached set<. plans' have been reviewed by The Fire Prevention Bureauand are acceptable with _::the 'following concerns: Maintiam sprinkler coverage per 'N.F,P A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 1. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 12. All new sprinkler systems and all modifications to existing sprinkler systems shall have Fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler • Da r• reby c ert i' tha` h ":itlrein a s outrin.ei• s.work wi1l\b cnm 'i tems .:,i.nvolving more than 50 heads shall have the written app ;roval 0f the W.:S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated i ;.ands or recorgn i zed by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No'. spri..nkler: work shall commence without approved drawings. ::(Clay" Ordinance #1901)' 'Contact the Tukwila Fire Prevention Bureau to witness all ; inspections and tests.` (UFC 10,503) (City Ordinance #1900 ancr #1901) . Any: overlooked hazardous condition and /or violation of the "Adop,ted. Fire or Bu i 1 d i n g Codes does not imply approval of ;such condition or .,violation... 'HE,SE ; P;LANS _. WERE REVIWED BY CHIEF 53. .IF YOU HAVE ANY UESTION�, `PLEASE CALL. THE ;TUY4IILA ' PREVENTION BUREAU 7. have te: d these conditions and will comply 4131 fs i ons of law. and. '64i4 governing `with` "iiih�ethe.r " s t ,, peCd here;i:rt or not. gr ant i n oi' this p,ei m i t.. daes not pr�esurne to ' give ri authoty to i or4cincel the pr,ov i si onS', 0: any otherqwork ; or l oca l ' ,:l aws ulating �construction or the `per�form,ance of work. 1 * ,,•] • 'H z, re 2 0 0!. { to 0. CO J H: CO LL; W 0' u. • D = CJ Z I- 0 z ►-�. w w. D o` U 0 —: 0 lu 0; z. W z ProjectName /Tenant: Value of ConsUuc n : Site Address (include suite number) /76 w v � r ��,� �c,t u •.e • City State /Zip: �r-� y�/ ''/ ax PAM I cel Number: 3G 30 ./ — fe6 d - 0 5 Ph / / � S� // Y YJ - ,. 6 �...- Propert rt Owner: �^f� ad / ,t-R 1 -! /G 'C. z. At C �•� t., i* Existing fire protection features: L`1 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Street Address: _ G 7 i if / 3 y . 6 � 4 , - o City State /Zip: it--7 r . 9 : ' a S , Fax It: V , 2 C - , S e ._ •6 G j / Phone: 1 s - )V5 •- C/ J / Contractor: 0/-"e SO . _' xs_ . ro(-cam‹ Street Address: 64 P .3 ( 4vg c sr; Z: Pd4 City State /Zip: - %Q 9 Fax It: 5/ g" - '?c/c,/ - zd 4- V-- Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: ,ep e.e - -, o') l - r-t� »(,r Phone: c9c ; " 3 a / r 7/0 c �7 St Address: / "ti Vi 5 , l d 5 57 5 — 6 City State/Zip: 9 7 f 3 Fax #: D 6 -- 3 G :?- - 3 z j5d Contact Person: ., -1/ — e4A,7 C e b 0 (? > ` City State /Zip: ,9- o 6 — eif. - ) -- // Fa It: Str et Ad Descr f � �� done L 7 '' be specific): -..5-44 ei`low /!� i - 7/#/� 2 y � 64 Zi:-(� e - �u. 4 j aqt-Cril e 5 ( jl ' Cj (?/ j D✓ -e.r - C- -� L..� t z.en Existing use: in Retail ❑ estaurant ❑ Multi - family ❑ Warehouse El Hospital El Church LI ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ staurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church l� Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: 4( 7, p°a existing No. of Stories: / Area of construction (sq ft): 2 ,-o /1 Id Will there be a change of use? ❑ yes If yes, extent of change: (Attach additional sheet if necessary) , � y no Will there be rack storage? ❑ ye yes M Existing fire protection features: L`1 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes L's no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF T UK' 'ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: DOI _ 31111 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: i s - 1 - 01 Date application expires: 1 4 . 1 — a9■ Application taken by: (initials) JcctJ PLEASE SIGN BACK OF APPLICATION FORM 11 /311 /00 cYperniil.duc tAahuN4b+t' aaw�.+. "r..- ;;r nvg� , kS....cyal4k"ytitl7:i�',KASr7 i i lAD1Y;d1th:NN�tkf+ M. 'tfY�W�91fdaVt»nt 'w!l+,asr!ftc >e?intramK:m Sw*. na +,.......n:.,., «..•.ua .rx;+rv5wntrn BUILDING OWNER OR AUTHORIZED AGENT :: Signature: Date: Print name: Phone: Fax It: Address City /State /Zip APPLICATIO•MUST BE SUBMITTED WITH THEOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENG £ iGS-IA1E R al/IL ENGINEER • ALL 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 113.45.040), 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 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). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site I Mimioo clpurmil.doc ❑ ❑ ❑ ❑ 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 rack. Structural calculations are required for rack storage eight feet and over. 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. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form H - 5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner/Authorized Agent If the applicant is other than the owner, registered architectlengineer, 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. ia.A;E:�irw,- s;�v.r6i.::!:n- `;.:u,�'.i.L:iaa.:rn• Ah * ;C:ti * * k k kkkh it * Jk kh:4kk7kk *A.l *Ail *hA•.A'A *:k * * :t *Jr �U KWILA, W Reprir�t d� 10ig1 /01 13:.26 TR 9.SMl:T +bk *rh *A 1kh74.lC'A* *k'kk *.k',l 40 h:4k * *:k i4 ** *A* *4A:fi'AI•A .i•k•k;k*A* fll.SS Numher 80101275: AinOiinta 800 ..0 `.10/01/01 13.24 ay m fit Methot: CHL CR Notation: CDR CONSTRUCTION In it.. RAS Pernii t No»• D01 317 Type: DEVPE }H4 DEVE1.OPMEN1 PERMIT. ar 'el No: 362304 - 906.0: A` dtire s. s 17800 -: WEST - VALLEY HY cerzrin t "C:ad e. r' ,22A 1:00 00/345 K810 i N 4383G ..q "U:4 Total Fees: 800.05. T;Nri>2 Pey nierlt ._ 800..05: Total , ALL : Putts: 800.05: Bolan ce: .00 aIt * *,*• *' *i% *4* * * *ii,t11* * * * * * *. *$‘ * ** ** * * *ot4 * * DesC :r i.pt i on BUILDING, :.. P O fRES . : PLAN. CHICK ;NoistRES'' STATE 'BUILDING SURcHAnG 11. jf�,y' • M.Y. . «I +. •• w .. Amount 482.15 313 4.50 Project: 6..,e . c...45 Type of In ection: ' I - /i Address: / e# " df%ief Date ca ed: , ---2 Special instructions: ‘-'t 7 0 ; Date wanted: ' 411ili . , Requester: Phone_ orz.... 4723,5 2.; INSPECTION NO. ( INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)43.1-3670 OZZ Approved per applicable codes. COMMENTS: 40,41 t3, 0: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ri Correctiorisrequi ior to, approyal.: ';■ 3. , u • 1. 4 „ 1- 1- Z • Ir 6 D -J o 00 1 in 0 1 U3 ILI • -J U) U. • : w 0, • 1-7 z • 1- a • Z1-: u): W w, oi 1 6 :..z, — o z i ec 0 0 ,, • , - . • Poe . 2 i Approved per applicable codes. I INSPECTION RECORD I , I Retain a copy with permit LNJfr INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (200431 Project:. Type of Inspection: 1) ifet ./7•1 , 4 7 ) Address: Date called: . VA.I' e /— g-0 e_ . 0 Specia instructions: D te wanted: ca a Requester: /— 311 2 - Pe . : Corrections required prior to approval. Inspector: ate: A,e_ iz I I D V $47.00 REINSPECTION -FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •••)'. -• z tu 2.. 0: 00. U C3 • W W u.. u j a < S 0 x , • I- W • I- a Z 10 a . a •D 0. ,0 1.1) I I 0. Z. • '• Z • -097 , ow••• INSPECTION RECORD Retain a copy with permit .,,10.ECTIoN NO. • • t TY OF TUKWILA BUILDING DIVISION 00 S outhcenter Blvd, #100, Tukwila, WA 981 eceipt Mit 7 PERMIT NO. 206)431-3670 Date alled: P o'ect: ir/4A4.4 ;i1A.4t Special instructi s: :Approved per applicableCodes. Type of Inspection: 1 JAI - JAI Date wanted/ 280 Reques/er: L a , Phone: Corrections required prior to approval. COMMENTS: • c ••••;.;:?' -• REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid •at Southcenter Blvd.; Suite 100. Call to schedule reins ection. Date: ddress ' 1 1. 0L) " . Retain, current inspect on_sc. Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4 Approved without correction notice Approved with correction notice issued Permit No .( 1 - '+NNYN+7 .M1_1t3 '0.1• r <„ 'r 4 1"gm'FF A c% 9fri 'rrN wi., err;.rb'?J'•N*keu. .�R,�i'4 i tr + zi �2NALAPP.FRM City of Tukwila Fire Department Authorized Signature Date Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief s ia Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 - 575.4439 02/27/2002 12:28. 14258815441 TO: FIRM: PROJECT; TELEPHONE: FAX: FACSIMILE COVER SHEET A.A.R. TESTING LABORATORY INC. (DWBE.D2F470831) 7126 180th Ave NE #C -101 PO Box 2523 Redmond WA 98073 -2523 "D avie. FROM: tAilarioX TELEPHONE: (425) 881.5812 FAX: (425) 881.5441 DATE: TOTAL PAGE (Including cover page): MESSAGE: MAILED: NO AAR TESTING LABORATY PAGE 01 -3/7 mac. laitg c 44af (( k - v • 1 �' 0.4 S THE INFORMATION IN THIS FAX MESSAGE IS PRIVILEGED AND CONFIDENTIAL. IT IS INTENDED ONLY FOR THE USE OF THE RECIPIENT NAMED ABOVE (OR THE EMPLOYEE OR AGENT RESPONSIBLE TO DELIVER. IT TO THE INTENDED RECIPIENT). IF YOU RECEIVED THIS IN. ERROR, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING•OFTHIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS MESSAGE IN ERROR. PLEASE. NOTIFY US BY TELEPHONE' IMMEDIATELY AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S. POSTAL SERVICE. 02/Q7/2002 12:28 14258815441 Firaproo aggragate8 •Shotcrete v o.n0.rata Masonry •sp ?;alt Floof1ng n g. • S t:'s e i o 1 :. o t? r,' January 30, 2002 File: 01-339 Project: Addresses: Permit Nos.: ApAl, Kimberle Anderson President Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98 Hartung Glass 17750 West Valley Hwy. 17820 West Valley Hwy. `001 -318 D01.317 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of the revised reports are attached. Expansion anchor bolt installation Structural steel erection -on site welding To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. cc: Hartung Glass } CDK Construction -Gregg Sargent ti AAR TESTING LABORATY REVISED FINAL TO REFLECT SECOND PERMIT • PAGE 02 A.A.R. TESTING LABORATORY. !NC. .PANSTRUCTIf7N IN::PrtnON AND MATTRIAI. r SS NATIO AC ePTED 1a8014AT7RY FEB 11 To: CDK Construction vices P.O. Box 663 CDK. CONSTRUCTION Duvall, Washington 98019 -0663 Attn: Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Fax: 425- 844 -2025 Consulting Project No.: 01305 Architectual 'EAd P ro Project Name: Earthquake Damage Repair Engineer k Da R 1 q � p Services Hartung Glass Industries 02/27/2002 12:28 14258815441 JRP f V ENGINEERING, INC. INTEROFFICE MEMO No. 5 Date: February 6, 2002 RECEIVED Permit No: Discussion: We have reviewed the repair performed to the crack near the top of the concrete panel located adjacent to Grid line 12, along the south wall of the north warehouse building. The crack was repaired, using a single 4x3x1/4" steel angle positioned diagonally, in lieu of two horizontal steel angles indicated in Section 4, of Sheet S -l. The change was made because of insufficient clearance to an existing sprinkler pipe. The repair shown in section 4 was intended to be used over a wide variety of locations, including those where high chord forces may develop along the edge of a warehouse roof diaphragms. The crack at grid 12 is located along a line where there is a concrete shear wall in the north portion of the building, and a glue -lam beam across the remainder of the building that is used as a drag strut. Thus the chord force at the repaired crack is negligible, and the repair, using a single 4x3 steel angle instead of 2, is adequate. Please call if you have any questions. Very truly yours ngineering, Inc. Don C. Nelson, P.E. Project Manager 01305 MEMO 5.doc 17830 West Valley Highway Tukwila, Washington DO1 -31� C AAR TESTING LABORATY 441 2150 North 107th Streot, Suite 375 • Seattle, Washington 98133 Tel. (206) 361 -7100 • Fax (206) 362.3234 Toll Free (877) 2295009 PAGE 03 � 6 J U: U O: co . w = wO LLa d w . I o. = o '0 Ill w. _ 1— r. LL � : rii Z (30: z ' 02/27/2002 12:28 14258815441 Consulting Archiractual and Engineering Services INTEROFFICE MEMO No. 4 Date: December 13, 2001 To: CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 Attn: Mr. Gregg Sargent, Job Superintendent Project No.: # 01305 r Project Name: Earthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington Permit No: . D01 - 317 . Discussion: We have revicW�ed the Inspection Record, prepared by Dave Larson, Building Inspector for the City ofl'fukwila, which called for special inspection for welding and for the installation of fnchor bolts. The expansion type anchor bolts used in the L4x3 panel ties shown in sections 1, 2 and 8, of sheet S1, arc lightly loaded, and could be considered to be loaded to less than half of their load carrying capacity. As such, These bolts should not require special inspection. The anchor bolts in the L6x4 clips connecting the purlins to the top of the concrete waU along grid 9 of the south building, are loaded to 70% of code required loads. These anchor bolts should be checked for embedment depth and torque. The bolts used in the support bracket for supporting the beams of the mezzanine along the east side of the concrete wall of the south building, and shown in our sketch dated November 16, 2001, are through -bolts with a backing plate on the west side of the wall. Failure of these bolts would occur only if a portion of the wall were to fail. As such, no special inspection of these bolts is required. Please call if you have any questions. ► Very truly yours ngineering, Xn Don C. Nelson, P.E. Project Manager 01305 MEMO 4,doc AAR TESTING LABORATY 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361 -7100 • Fax (206) 362 -3234 Toll Free (877) 229 -5009 PAGE 04 JRP ENGINEERING, INC. Phone: 425 - 788 -8441 Fax: 425 -844 -2025 • ■ 02/27/2002 12:28 14258815441 AAR TESTING LABORATY PAGE 05 1 Project No: II Si Sheet: of: Date: / C I JOIf O , • JRP Project Name; /7 eTtit ti fix J . BY: -D_ ENGINEERING, INC. l N ,�,,� �� �'� S d Toll Free (877) 229.5009 2150 N. 107th Street. Suite 375 Tel. (206) 361 -7100 Contents: �1 1 Ck � S = i Won 98133 Fax ( -3234 Q .i • EXIST, ,W tc ©i' .... Q :L°1x i ! I I.,,,.... ..... ._:..........1.:_._ x ADO q'u.SS 51;1 .... _ .... L.. I • c ftx 4 /$ ." 1/2--1 i . . X: Qr -g1( oK 1. �• `i5ii6 4%) t 9 ',02/27/2002 12128 14258815441 Date: To: Project Name: Don C. Nelson, P.E. Project Manager 01305 MEMO3.doc INTEROFFICE MEMO Ni. 3 Consulting Attn: Architcctual and E ng i neer i ng. . Project No.: 01305 Services . Eafthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington Permit No: Discussion: AAR TESTING LABORATY November 1, 20 1 CDK Construct» Services P.O. Box 663 Duvall, Washington 98019 -0663 Mr. Gregg Sarg t gg g t, Job Superintendent We have reviewed the data comparing the fastening capacities of Kwik Bolt II with the Trubolt Wedge Anchor by Ramset/Redhead, which was sent by Totem Steel as you requested. The fastening capacities are comparable, and the Redhead fastener may be used in lieu of the Kwik - Bolt II fastener called for on the drawings. Please call if you have any questions. Very truly yours Engineering, In 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361.7100 • Fox (206) 362.3234 Toll Free (877) 229.5009 JRP ENGINEERING, INC. Phone: 425-788-844] Fax: 425 -844 -2025 PAGE 06 02/27/2002 12:28 14258815441 INTEROFFICE MEMO No. 2 Date: To: Permit No: Discussion: Very truly yours Engineering, Inc. 0. fLilun\.. Don C. Nelson, P.E. Project Manager 01305 MEMO 2.dac November 1, 2001 CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 � u � o" JRP AAR TESTING LABORATY Consulting Attn Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Architectual Fax: 425 -844 -2025 ohd Project No.: 01305 , Services Project Name: Earthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington The connection, shown in Section 5 of Sheet Si, connecting the roof purlin to the ledger angle, may be changed from relocating the bolts as called for in the section, to welding the purlin to the new location.. The weld shall be a minimum of three lineal inches of 1/16" Oct weld. 2150 North 107th Sheet, Suite 375 • Seattle, Washington 98133 Tel. (206) 301.7100 • Fax (206) 362 -3234 Toll Free (877) 229.5009 orJ 23 1 07 ENGINEERING, INC. no Ilk •U t In 0; In W =: . , LL, w w a. al p' w. z IF-- off iE w W: 0 iw w u. O 2-. H z ` 02/27/2002 Consulting Archlteetual and Engineering Services Date: Attn: Project No.: Project Name: Permit No: Discussion: Don C. Nelson, P.E. . Project Manager 14258815441 INTEROFFICE MEMO No. 1 October 17, 2001 To: CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 01305 In accordance with our previous telephone conversations, alterations to items shown on the drawings may be as follows: 1. The new L6x4x3/8 angle clips, shown to be installed on each side of the wall on Grid 9S, on sketch sheet dated October 2, 2001, may be installed on one side only, provided the roof purlins are continuous over the top of the wall, or they lap at the wall, and are fastened together with a minimum of 4-1/2 inch diameter bolts. 2. The L9x4x1 /2 steel angle ledger, shown in section 6 of sheet Si, may be changed to a C12x30. The 1/2 inch thick gusset plate, shown to be installed beneath the center of the W16 bean, must be welded in place on the C12 as for the steel angle. The bolt spread shown to be 6 inches in section 7 of Sheet Si, should be changed to 9 ". In addition, a backing plate, 1/2 "x12 "x3' -0" shall be placed on the west side of the wall, opposite the new ledger. Very truly yours Engineering, ..11. KJ C Earthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington AAR TESTING LABORATY PAGE 08 JRP ENGINEERING, INC. Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Fax: 425 -844 -2025 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361.7100 • Fax (206) 362 -3234 Toll Free (877) 229 -5009 .•ar:, ,aeY.ta ;7iQ; 1 I . 1 02127/2002 12: 8 14258815443. Project No:,__0 L3 0 , Sheet: of: Date: 2 0 0.77)i Project Name: 4 PitY:TAAN) C Ski By; 7: r14 Contents: iN12,P' L T 1 0 NJ L. L—c. By: . • : 1 . • I . .--.........--+...—...--....,....-- I I ' 1 1 I I I I I litaVerLDS.,014 ; AAR TESTING LABORATY PAGE 09 Ne‘d ..___." . . ...i.., . . -_LT L .W. .14 1 ...a.E.I._....X,. Lb. ..57 .14...___ .L..... . A , 1 IPL IS To tA) C-(- 74115 1 I '1'5:PT "WevElci 'r 01,, !Falk . REAL! N NIE:t ca 40 . ! ! 2150 N. 107th Street Suite 375 Tel. (206J 361-7100 Searile, Washington 98133 Few (206) 362-3234 Toll Free (877) 229-5009 f+ •. ....* 4 VI •••• 7 : 4 e0.0 1 ) 1 .4 : toomea•••• : ■■ :; ••••••• ff •• •.• •• ••••• •4••■••• •• ■■■■ • 0 _ , ' 1 ' . . . . ■ L.■■. ..... • . •■■■■ • .1 • . : ' :; 1 I i 1 1 I• • 'r 0 "H o.,e1 ..1_____70±.15.......L___. _..... Li ..... it ......-Fi:• 1 . ...0... - ; $!--; i . W E4 _ - 1 1 4 1_. TO ....**,i,..2 1 im :....,,,.... 7L4ir,„..L S SLt•U G- L.,_1FL-- f - L iNoVEts.ivi 7 ' 40ic i .L iStP&ETE-12._..... 1 " tH 1 : o . leLfir 1 C ; 4 ■+■■■ ; kV•A Z ENTITLE-0 Lf-Agl44 4 KL. -R 1 : f • ft i ... .J __.. ..a.. u,sr_gi..g. ._ . ■•■••■■■■71 ) ....i- ___ g er..i......451. a as LiN if.) D i 0 crrEs 1_3) Tr; : 1 , ' " 1 • • ............1.....no -.L .....-........ ' . t I . I ... l $ 1 : I $ ' : JRP ENGINEERING, INC. 1_ 1 1 . • F,,g:,:;■*A14<4i,h.,,%•:2',V:d1ii!:::aitr,;4;k■Ai.1/4.i.i«"'I'a4•Yt'Aihik,1i':1 1Y,Oai $; 44•1144 4. vo laitt , nie•6 'i z _1 0 O 0 CO W W Lu 0 ( -2 a I-- • Ili Z 0 Z LU uj n 0 Y2 a f- Lu r — • t U.. • Ci) z Consulting Arch itectual and Engineering Services INTEROFFICE MEMO No. 4 Date: December 13, 2001 To: CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 Attn: Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Fax: 425- 844 -2025 Project No.: 01305 Project Name: Earthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington Permit No: D01 -317 Discussion: We have reviewed the Inspection Record, prepared by Dave Larson, Building Inspector for the City of Tukwila, which called for special inspection for welding and for the installation of anchor bolts. The expansion type anchor bolts used in the L4x3 panel ties shown in sections 1, 2 and 8, of sheet Si, are lightly loaded, and could be considered to be loaded to less than half of their load carrying capacity. As such, These bolts should not require special inspection. The anchor bolts in the L6x4 clips connecting the purlins to the top of the concrete wall along grid 9 of the sat building, are loaded to 70% of code required loads. These anchor bolts should be checked for embedment depth and torque. The bolts used in the support bracket for supporting the beams of the mezzanine along the east side of the concrete wall of the south building, and shown in our sketch dated November 16, 2001, are through -bolts with a backing plate on the west side of the wall. Failure of these bolts would occur only if a portion of the wall were to fail. As such, no special inspection of these bolts is required. Please call if you have any questions. Very truly yours 01305 MEMO 4.doc ngineering, In Don C. Nelson, P.E. Project Manager 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361 -7100 • Fax (206) 362.3234 Toll Free (877) 229.5009 JRP ENGINEERING, INC. L-• 'atwc+.yi:Y:.n. f ;.i,'v!'�i.:l"',"� „` ^7.•v)r �., a.,x.L:1�Y >,�' ;;:i.�r',M.. ^.4tisi z „ W;. 6 5: J U O:• . Wo• U Wi W =: w • 0 _ d mo z �. W n • o w w_ ti.i Z 0 Z Project No: 0 1 J d 5 Sheet: of: Date: /6 t•)Of Project Name: OA ?..T I) G-LAC By: 010 Contents: 4,0N CrE R-- 1-EE '11 S 1 0 Ck. By: SC) D 1 /I I L. ..... _ ._ ..... ._.l.n.....- X ', • 4 • JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361.7100 Seattl "a' i gton 98133 Fax (206) 362-3234 Toll Free (877) 229 -5009 OX , as: • ~ W; W n'• U : • UO t N CI W =: 0 LL W O: J . LL uf • ZF • I-- Z W W . ;o N; • w w` 1 U l&J Z N; .O Z Consulting Architectual and Engineering Services INTEROFFICE MEMO No. 3 Date: To: Attn: Project No.: Permit No: Discussion: Please call if you have any questions. Very truly yours Engineering, Inc_ Don C. Nelson, P.E. Project Manager 01305 MEMO 3.doc November 1, 2001 CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Fax: 425- 844 -2025 01305 Project Name: Earthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington We have reviewed the data comparing the fastening capacities of Kwik Bolt II with the. Trubolt Wedge Anchor by Ramset/Redhead, which was sent by Totem Steel as you requested. The fastening capacities are comparable, and the Redhead fastener may be used in lieu of the Kwik -Bolt II fastener called for on the drawings. 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361.7100 • Fax (206) 362.3234 Toll Free (877) 229 -5009 JRP ENGINEERING, INC. Consulting Architectual and Engineering Services INTEROFFICE MEMO No. 2 Date: November 1, 2001 JRP ENGINEERING, INC. To: CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 Attn: Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Fax: 425- 844 -2025 Project No.: 01305 Project Name: Earthquake Damage'Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington Permit No: Discussion: The connection, shown in Section 5 of Sheet S 1, connecting the roof purlin to the ledger angle, may be changed from relocating the bolts as called for in the section, to welding the purlin to the new location.. The weld shall be a minimum of three lineal inches of 1/16" fillet weld. Very truly yours Engineering, Inc. C Don C. Nelson, P.E. Project Manager 01305 MEMO 2.doc 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361.7100 • Fax (206) 362 -3234 Toll Free (877) 229 -5009 .exPies 08 AINE 20e3 n r. .,-1, Consulting Architectual and Engineering Services INTEROFFICE MEMO No. 1 Date: October 17, 2001 To: CDK Construction Services P.O. Box 663 Duvall, Washington 98019 -0663 Attn: Mr. Gregg Sargent, Job Superintendent Phone: 425- 788 -8441 Fax: 425- 844 -2025 Project No.: 01305 Project Name: Earthquake Damage Repair Hartung Glass Industries 17830 West Valley Highway Tukwila, Washington Very truly yours Engineering, In . L I e Don C. Nelson, P.E. Project Manager 2150 North 107th Street, Suite 375 • Seattle, Washington 98133 Tel. (206) 361.7100 • Fax (206) 362.3234 To Free (877) 229 -5009 JRP ENGINEERING, INC. Permit No: Discussion: In accordance with our previous telephone conversations, alterations to items shown on the drawings may be as follows: 1. The new L6x4x3/8 angle clips, shown to be installed on each side of the wall on Grid 9S, on sketch sheet dated October 2, 2001, may be installed on one side only, provided the roof purlins are continuous over the top of the wall, or they lap at the wall, and are fastened together with a minimum of 4 -1/2 inch diameter bolts. 2. The L9x4x1 /2 steel angle ledger, shown in section 6 of sheet Si, may be changed to a C12x30. The 1/2 inch thick gusset plate, shown to be installed beneath the center of the W16 beam, must be welded in place on the C12 as for the steel angle. The bolt spread shown to be 6 inches in section 7 of Sheet S 1, should be changed to 9 ". In addition, a backing plate, 1/2 "x12 "x3' -0" shall be placed on the west side of the wall, opposite the new ledger. C1 -. ES 08 JUNE 2403 1 et 2 0 o w I. w O . 2 ga Nom = I w. z �,. � z I: tui w AL o, w Z ` , ~ O z Project No: 0 1 0 Sheet: of: Date: 2 0 07 Project Name: 4 17 J s Contents: POP I T I 0 N Pt. ��T-1� f L-Ck By: B ; 7 rN JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361 -7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229 -5009 _ 1\16)A) C () - . �-�o G -I i±JLIL _ i i ..__ -..- ..Gu, L. .W .L15 0 E-! . X..I�S±1 P UR L I t.) 15 7 w u�. 'TOE 1 j 4 _ i -( to - 0 5'E!_ te,IF 71±.15 To T+�� 2 -W (-- it OF ._._. ..._ fit l_l -_t1 s= i . � - M3 E o cfty_TET) T1 ' Q F Tit 4 C.(4 F 1"_ t ;tom ,inh G S ENTJ :L D.D' 7I - RTC Q K D ri ' � I _r 42 -Tti.:• ��- SS LN D R,5116 E s 69 Fe_jk.i. (0' Gri ) -r- fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t eel S o i l s W o o ' d January 30, 2002 File: 01 -339 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Hartung Glass Addresses: '17750 West Valley Hwy. 17820 West Valley Hwy. Permit Nos.: D01 -318 D01 -317 REVISED FINAL TO REFLECT SECOND PERMIT This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of the revised reports are attached. Expansion anchor bolt installation Structural steel erection -on site welding To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberie Anderson President cc: Hartung Glass CDK Construction -Gregg Sargent A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Contact: Date: 12/3/01 Client: Hartung Glass 17750 W. Valley HWY Tukwila, WA 98188 ;•J Distribute Client :_l, Distribute Engineer Distribute Municipality Distribute Contractor Distribute Architect Field Report Report Number: 30992 Time: Project Number: 01.339 Permit #: See Below Project Name: Hartung Glass Address: See Below Temperature: Revised to reflect additional permit and address: Permit #D01 -318 Address: 17750 West Valley Hwy Permit #D01 -317 Address: 17820 West Valley Hwy Visit to site -I have visually inspected field welds detailed on Sheet S -1, for seismic repair in North and South buildings. Work conforms to detail and occurs at all locations per approved plan. Appearance of welds is acceptable by AWS and details. I have requested a copy of welders WABO card. Altemate connection described in Engineer's letter of 11 -1 -01, is used. Inspector: Svacek, John Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden Client: Hartung Glass 17750 W. Valley HWY Tukwila, WA 98188 Contact: Date: 12/28/01 'N Distribute Client 17 Distribute Engineer d Distribute Municipality yj Distribute Contractor ; — ' Distribute Architect Field Report Report Number: 31170 Project Number: 01 -339 Permit #: See Below Project Name: Hartung Glass Address: See Below Time: 3:15:00 PM Temperature: 46 Revised to reflect additional permit and address Permit #D01 -318 Address: 17750 West Valley Hwy Permit #D01 -317 Address: 17820 West Valley Hwy Inspection of expansion bolt (3/4" diameter with 4" embedment) nut torqueing. As per ICBO specifications, nuts need to achieve 65% of maximum foot pound for the specified nut and bolt type, which was 125 FP minimum. As per Engineer requirement, each nut was tested with a torque wrench set at 125 FP. All nuts tested, with exception of a sporadic few, conformed to ICBO .5225. Nuts that were out of conformance were corrected at that time, then retested achieving the 65% needed for conformance to said code and Engineer specifications. inspector: Chubb, Jim CHU 27 2523 Reviewed by: Jerry Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden TIVITY NUMBER: D01 -317 DATE: 10 -1 -01 PROJECT NAME: Hartung Glass Building A SITE ADDRESS: 17800 West Valley Hy SUITE # /` Original Plan Submittal Response to Incomplete. Letter # Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building ivision 1� n A .0 c. Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Incomplete n Not Applicable Approved with Conditions Fl Permit Coordinator REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division DUE DATE: 10-2 -01 No further Review Required DUE DATE 10 -30 -01 DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: 1 ACTIVITY NUMBER: D01 -317 DATE: 10 -1 -01 PROJECT NAME: Hartung Glass Building A SITE ADDRESS: 17800 West Valley Hy SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complet Commen s: Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Li Fire Prevention Structural Incomplete ri T2eVXCAPc -4 Pee%* 6e4 . TUES /THURS ROUTING: Please Route ri Structural view Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: Approved v'itlyCondition CORRECTION DETERMINATION: Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10 -2-01 Not Applicable FirovK No further Review,Required DATE: DUE DATE 10 -30 -01 Not Approved (attac comments) DATE: DUE DATE . Not Approved (attach comments) DATE: n n �.ti.a: ;,.�. �,u, ✓Jr, �ri�NS��,i� �stu�.r"* hk.n.3tl;ni_ser�rS1 �d;C:;^�:,* »'�4J�:f:.,S?1� n�bK �r:X r:te 1. v a� nt�l:;��'as.,'§t•�',f�: ^Va�r. PERMIT NO.: Do [ " 311 BUT.LTSTNG 't'ERIYfITS 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 AQ ❑ 00070 NLEA Inspection/Mpdular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 0007 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 0 061 Chimney Installation/All Types 0700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 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 1 10 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof 01400 Final -Fire 1700 Final- Building ❑ 01900 Finat- Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress 4004 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 ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS 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 0 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & tales shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0013 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 ❑ 0023 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 ❑ 1026 All structural masonry shall be special inspected 0027 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 1'1 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 Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available All structural concrete shall be special inspected Q/ 000 1 ` j� 0005 ❑ 0006 ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" X0007 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 ofTMC 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...." ❑ "Reroot" Plan Reviewer: Permit Tech: Date: Date: 0- 3-0( ACTIVITY NUMBER: D01 -31 DATE: 10 -1 -01 PROJECT NAME: Hartung Glass Building A SITEADDRESS: .178 West Valle H � y Hy SUITE # x Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: Structural Review Required Fire Prevention Planning Division Structural Comments: REVIEWER'S INITIALS: DATE: ApproZved with Condition Not Approved (attach comments) DATE: (O cN 1 (O C S3 CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 10-2-01 Not Applicable No further Review Required DUE DATE 10 -30 -01 n DUE DATE Not Approved (attach comments) DATE: t i'Y +�w i'h3i1;vS"F:t3ie " dC ✓ Vai:;.m y *vat r.r. z �z O O moo w J H. w O 2 g u_ Q - a w z � F- O Z 1-; UJ 2 U � O N , oI- w u J r- u' O .. z' _ ; O F-- z EXHIBIT "A" Legal Description 36- 23 -04D 9060 2340 36 23 04 PARCEL A OF CITY OF TUKWILA SHORT PLAT NO 68 -3 -SS RECORDING NO 3811130199 SD SHORT PLAT DA - ? OF, OF GOV LOT 2 & OF NE 1/4 OF NW 1/4 - BEG PROPERTY ADDRESS 1780G W VALLEY HW• CITY OF E TUKWILA OCT 01 2001 PERMIT CENTER pot --311 S STATE OF WASHINGTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION CDK CONSTRUCTION SERVICES INC. 26405 NE VALLEY ST DUVALL WA 98019 0663 TAX REGISiiiATION INDUSTRIAL INSURANCE MINOR WORK PERMIT UNEMPLOYMENT INSURANCE CITY OF BELLEVUE: GENERAL BUSINESS REGISTRATION DUTIES OF MINORS: FIELD WORK CONSTRUCTION LABORER CLEAN UP LIGHT OFFICE TASKS PHONES FILING MAIL REGISTERED TRADE NAMES: C D K CONSTRUCTION SERVICES, INC. The above entity has been Issued the business registrations or licenses listed DEPARTMENT OF LICENSING BUSINESS & PROFESSIONS DIVISION, P.O. BOX 8034 OL YMPIA WA 98507 -9034 (360) 6134-1400 UNIFIED BUSINESS ID 0: 601 513 599 BUSINESS ID N: 001 LOCATION: 0001 EXPIRES : 12 -31 -2001 RECEIVED ;{TY OF TUKWII.iA OCT 0 "I LUui PERMIT CENTER NMI 'roctar, OCT -01 -2001 11 48 AM CDK CONSTRUCTION I UOOW34 AT 1. I, 1 t 1 1 I'62 -U .UUU (6! n DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL :.,• ; ;.:.: REGIST ...�.# :' . .:- XP DAT CCO1 CDKCOSI066MA 10/08'/20.01 C .D K CONST SERVICES INC PO BOX 663 DUVALL WA 98019 -0663 Detach And Display Certificate 4256442025 P, 01 bo t -3 ri C ',rl.. N • • -4 -,---; OA. -• -- , ‹, ( - "r", ' - ,-, .f.4--,p - - • .• . R • .44. :://.• - a ,.... .1 ,..... . 4.4 • f. •I ..., .....:-..N..- - r s•.a;" f• #'1' >,•ltir.t. r i MIS --=.4._ -, ., -:-: - r t2 ,....ii -*3-.7 4 ,.,tit4 9, 4; 1.i.:'.r: bpltSnel,iiil I ;,a i r LI .E- t- r ,,,, ,I, i • 1 .--„,„-J1,- ; ki . j ) . ,. ON.1 • 7-.A-.. • A : X.: • e-Ary ;.‘• ■•• ! • • p-4 • WA) Detach And Display Certificate CDKCO5Iencto MA 1 O /0/2O0 20te -431 -ade< Ko0 a a o w 1-k -Ns wee* NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • J IDENTIFY LOCATION REPAIR ALL CRACKS INTERIOR GWB WALL FI4IS14. REPAINT WALLS TO MATCH EXIST. NEW 6" C-IEL (2 ROWS) FULL WIDTH OF LEL AT MIDSAY AT WALL RETAIL SPACE ExIST. conic. FIN PANELS REMovE METAL SOFFIT PANELS FROM MARQUEE TO INVESTIGATE PANF_L. CLIPS OF WING WALL (AREA S4o(i1' 14ATc.I4ED) EXIST. SHEET METAL MARQUEE INSPECT RooF AREA (Si-louN =ix ALL FASTENERS CONNECTING ROOF DECK W4ICI4 NAVE BEEN LOOSENED SHALL BE SEALED WITH SILICONE SEALANT 19 S Ef POW CORNING ADD NEW FASTENERS CF SUE TO t EXIST. ADJACENT TO LOOSENED FASTENERS 405 WALL PANELS NEW 6" c-ELKG FULL WIDTkl OF BLDG. AT GRID .35 AND AT MID BAY, EACH SIDE OF GRID SS EXIST. L: ROOF PURLNS AT OZ. EXIST. CONC. CAREFULLY SWORE ExIS PURLINS ADJACENT TO CONC. WAU_ pANEL, DISCONNECT FROM ENEFODED WELDED PLATE, JACK AS REQ'D. 1•0 REALIGN PURLINS ORIG VAL POSITION WITH miss PERPENDICULAR TO T•E ROOF DECK.ING AS cLoe-.7. AS POSSIBLE. REILE_D FIIRLINS TO EMBEDDED PLATES AND INSTAL NEW c-IBLKs. t 1 ; ruriThlr ovERNEAD CRANE h-IMEZZANINE IAELOvE SOUTH BUILDING FLOOR PLAN t/11,1 MEZZANINE ABOVE INSPECT ROOF AR (SHOWN 1 ALL FASTENERS CONNECTING ROOF DECK 51-1104 IBEENt LOOSENED SHALL BE SEALED 51114 siLicohE SEALANT 1515 IBY DOW CORNINC. ADD NEW FASTENERS OF SIZE TO MATCI4 EXIST. ADJACENT TO LOOSENED FASTENERS FLAG NOTES PROVIDE NEW REINFORCEMENT AT EXIST DAMA PANEL CLIPS PER DETAIL I/SI. pATCI4 SPALLED CONCRETE. PROVIDE NEW REINFORCEMENT AT EXISTING DAMAGED PANEL CLIPS PER DETAIL 2/SI ANC 3/51. REMOVE EXISTING LEDGER ANGLE SUPPORTING MEZZANINE FLOOR SEAMS AND REPLACE WITH NEW (SEE SECTIONS 5/51 AN0 1/SU By Date Permit No. ALONG ENTIRE 1-15151-IT OF OPEN PANEL JOINT. TLJOAUX EXIST. CONG. WALL PANELS AT EXIST. WALLS I understand that the. Plan Cheek approvals are subject to errors and omissions and approval of plans does rot authorize the violation &any adopted code or ordinance. Receipt of cam tractor's copy otapproved plans ackmmiediged. MONS REMOVE EXIST. CAULKING BACKER ROD ENTIRE 14545141 pl 5 E WM. I OF PANEL JOINT. PROvIDE NEW FIRE SAFETY PER CODE REMOVE EXIST. CAULKINS SACKER ROD ENTIRE 14545141 - OF PANEL JOINT. PROVIDE NEW CAULKING ANC CLOSED v BACKER 00 ENTIRE 1-1E151-IT OF PANEL JOINT. REFER TO - CET. I/A3. 1301-317 8.5 SEPARATE FERM4 REQUIRED FOR: ECHA MCA eELECTRICAL I PLUMDING 1 GAS PIPING CITY OF TUKWILA BUILDING DIVISION CR OF IlOftllt ft-PROVED OCT 9 253'31 1 orvlsvoN CITY OF OCT 01 2001 'EMT CENTER ALL INFORMATION ON TI-115 DOCUMENT IS 1145 EXCLUSIVE PROPERTY OF JRP ENGINEERING, Nc. © COPYRIGHT 2001 14 4, Z R 0 Z w a. Ld z CC 5 r "") 6 iN D RETAIL SPACES ❑ k 1IT R - 1 1 443' -3 ❑ Q NORTI -4 }BUILDING —FLOOR PLAN 0 flN FLAG NOTES • PROVIDE NEW REINFORCEMENT AT EXIST DAMAGED PANEL CLIPS PER DETAIL I /SL PATCH SPALLED CONCRETE. • REMOVE EXIST. CAULKING 4 BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. PROVIDE NEW FIRE SAFETY PER CODE ALONG ENTIRE HEIGHT OF OPEN PANEL JOINT. ® REMOVE EXIST. CAULKING t BACKER ROD ENTIRE WEIGHT OF PANEL JOINT. PROVIDE NEW CAULKING AND CLOSED CELL BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. REFER TO DET. 1 /A3. © PROVIDE NEW REINFORCEMENT AT EXISTING DAMAGED PANEL CLIPS PER DETAIL 2 /SI AND 3/31. © REMOVE EXISTING LEDGER ANGLE SUPPORTING MEZZANINE FLOOR BEAMS AND REPLACE WITH NEW (SEE SECTIONS 4 /3I AND 1/31) LEON' OFFICE IlillIHIH IIIIIIIIIIII D01.317 ECEIVED CITY R OF T3 Q/J43 OCT 01 2001 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JRP ENGINEERING, INC. a 1 rnPYFzir.iJt 2001 A2 3 LS EAST ELEVATION -SOUTH BUILDING 3 1/I6' =1' -0• LOADING DOCK 7 IN 2N 3N 5N 6N CP ED 0 NORTH ELEVATION -SOUTH BUILDING SOUTH ELEVATION - NORTH BUILDING IA6'= -0' DS OPNG. PARTIAL SOUTH ELEVATION - SOUTH BUILDING SW CORNER OF BLDG. 95 85 1/16•=1' -0' I] • DOOR SECTION A -A FIRE WALL -SOUTH BUILDING I/I =1' -0' 511 EDI EXT. BLDG. FACE S1 EAST ELEVATION -NORTH BUILDING MEZZANINE FLR LINE FIRST FLR LINE V (2 -1/2' MAX.) ' REMOVE EXIST. BACKER -`•••-- ROD AND SEALANT EXIST. CONC. WALL NEW CLOSED CELL BACKER ROD NEW DOW CORNING • 195 SILICONE SEALANT 3 /S' MAX. DEPTH °SEALANT a PANEL JOINT a I- 1/2••1' -0' 1!16'=1'-0 FLAG NOTES PROVIDE NEW REINFORCEMENT AT EXIST DAMAGED PANEL CLIPS PER DETAIL 1 /SI. PATCH SPALLED CONCRETE. E:>" REMOVE EXIST. CAULKING 4 BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. PROVIDE NEW FIR- SAFETY PER CODE ALONG ENTIRE HEIGHT OF OPEN PANEL JOINT. REMOVE EXIST. CAULKING 4 BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. PROVIDE NEW CAULKING AND CLOSED CELL BACKER ROD ENTIRE FEIGHT OF PANEL JOINT. REFER TO PET. I /A3. ® PROVIDE NEW REINFORCEMENT AT EXISTING DAMAGED PANEL CLIPS PER DETAIL 2/61 AND 3/51. REMOVE EXISTING LEDGER ANGLE SUPPORTING MEZZANINE FLOOR BEAMS AND REPLACE WITH NEW (SEE SECTIONS 5/51 AND 1/51) w oolp OC 1 _ 9 "" ks yJ pM51 ! CITY OF DO1 -317 OCT 0 1 2001 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JRP ENGINEERING, INC. (0) COPYRIGHT 2001 43 Z OF 3 GRID TOP OF CONCRETE PANEL WHERE APPLICABLE NEW L4x3x1/4 EXT. FACE OF PANELS REMOVE ALL LOOSE CONC. AND APPLY FEATHER SPREAD POLYMER COMPOUND PRODUCED BY RAECO, INC., PHONE: (206)163-133S (OR APPROVED EQ.) 3 -3/4 "0 EXPANSION ANCHORS (KWIK BOLT -II) WITH 4" EMBEDMENT. PRESSURE INJECT CROCKS WITH EPDXY PRIOR TO INSTALLING NEW L4x3's EXIST. ROOF DECK TO REMAIN PLAN SEAL LOOSENED METAL DECK FASTENERS WITH SILICON SEALANT 199 BY DOW CORM ADD NEW FASTENERS OF SIZE AND SPACING TO MATCH EXIST., ADJACENT TO EXIST. DAMAGED FASTENERS (AREA SHOWN HATCHED ON PLAN) EXIST. 8" Z PUR-INS AT 48 "t OL. EXIST. L2x2 LEDGER BETWEEN PURLINS TO REMAIN VIEW INTERIOR ELEVATION SECTION Ili Sr / F: 3/4" = 1' -0" EXIST. L2x2 / LEDGER TO REMAIN SECTION GRID SCALE: i I/2" = I' -0" SECTION SCALE: 1 1/2" = PANEL JOINT REMOVE AND REPLACE CAULKING AND BACKER ROD, REF. 1 /A3 tP 5 9' MIN. DIST. BOLT TO NEAREST CRACK EXIST. CONCRETE TILT -UP WALL PANELS NEW 2- L4x3x1/4 PANEL TIES (4" LEGS VERTU EXIST. ROOF PUR-INS MEZZANINE FLOOR REMOVE EXIST. •, CTOR BOLTS. READJ T PURLIN FOR VERT ALI RELOCATE • '► REINSTALL BOLTS WHERE EXT. FACE OF PALLS � n GRIDS 11 EXIST. WI6 STEEL BEAM TO REMAIN PROVIDE TEMPORARY SHORING AS REQUIRED SECTION SCALE: 1 1/2" = I' -0" 4 -3/4 "6 THROIXsH BOLTS EXIST. BLDG. COLUMN 2' -0 "t EXIST_ GL BEAM AND CTOR TO REMAIN WI6 TO NEW LEDGER I/4 V SECTION SCALE: 1 I/2" = 1' -0" PREP INJECT GROUT AT BOLTS. DO NOT REMOVE SHORING UNTIL GROUT HAS SET PLAN VIEW SECTION SCALE: 1 1/2" = 1' -0" 0 GRID 6" 3 SECTION SCALE: 3/4" _ !' -0" 4 6" PANEL JOINT 4 EXIST. WI6 STEEL BEAM TO REMAIN SECTION SCALE: I I/2" = I' -0" 5 9 " 1 L__ SECTION SCALE: 1 1/2" = l'-0" 10 NEW 3 -3/4 "0 EXPANSION ANCHORS (KWIK BOLT II) WITH 4" 4 -3/4 "b BOLTS EMBEDMENT :r:" V4 P .i EXIST: BLDG. COLUMN GUSSET E V4 B 1/4x10" ¢] EXIST. STL PLATE EXIST. CONC. WALL V4 11 NEW L4x3xV4 WITH 3 -314 "0 BOLTS EACH SIDE OF CRAG. 5EE SECT. PRESSURE INJECT CRACKS PRIOR TO INSTALLING NEW L4x3's EXIST. STEEL ROOF DECKING EXIST. STRAIGHTENED PURON PROVIDE NEW STL. ANGLE CLIP EA SIDE OF EXIST. FUR-IN PROVIDE NEW 6' X 20 GA. STL CI- IAPNEL BETWEEN EA EXIST. PUR-IN SECTION SCALE: I I/2" , I' -0" r NEW L9x4x1/2x3' -0" (LLV) NEW 4 -1 /5 "o BOLTS THROWN CONC. PANEL EACH SIDE OF PANEL JOINT EXIST. L3x6x12" LEDGER ANGLE TO BE REMOVED 9 5" PANEL JONT \ V4 GUSSET 1/4 V \TO L9x4 GRID 3 STRUCTURAL NOTES � UNNIFORM BUILDING CODE, 1991 EDITION. ALL BOLTS SHALL BE ASTM A 301. NORTH BUILDING SOUTH BUILDING LATERAL LOAD£r_ WIND 80 MPH, EXPOSURE B SEISMIC ZONE 3 SITE PLANN SCALE: 1" = 100' STRUCTURAL 4 MISCELLANEOUS STEEL: STRUCTURAL GRADE ASTM A 36 Fy = 36,000 F51. ALL IUELDS SHALL BE AS NOTED CONTINUOUS FILLET WELDS USING AW5 CLASS 410 ELECTRODES. ALL WELDING SHALL BE PERFORMED BY WELDERS c.tl±I IFIED BY WA50. AS MISCELLANEOUS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED_ GENERAL NOTES L PRIOR TO DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF THE ONDER TO DETERMINE WHETHER HAZARDOUS MATERIALS ARE PRESENT. IF HAZARDOUS MATERIALS ARE FOUND, THE CONTRACTOR SHALL LFrt4I 1 Y CONTAIN SUCH MATERIALS AND DISPOSE OF OFF -SITE IN A APPROVED DUMP SITE AFTER OBTAINING THE OURJER'5 PERMISSION TO DO 50. 2. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING- PERFORMANCE OF THE WORK 11415 RECUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION WORK BARRICADES TO REMAIN IN PLACE UNTIL AFTER DEMOLITION WORK HAS BEEN COMPLETED. 4. THE REQUIRED AND /OR IMPLIED DUTY OF 11-E ENGINEER TO CONDUCT CONSTRUCTION REVIEW 340 CONTRACTORS PERFORMANCE, DOES NOT, AND I5 NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE 5. CLEAN UP AND REMOVE DEBRIS, AND OTHER MATERIALS RESULTING FROM REPAIR OPERATIONS FROM BUILDING SITE TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. 6. PROVIDE PROPER UEATI -HER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DURING CONSTRUCTION ACTIVITIES. 1. PROTECT FROM DAMAGE ALL INTERIOR FINISHES, FIXTURES AND STORED MERCHANDISE. S. COORDINATE REPAIR ACTIVITIES WITH OWNER OR OWNER'S REPRESENTATIVE. E VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH 114E WORK. 10. DO NOT SCALE DRAWINGS. IL ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION, AND RECOMMENDATIONS. Q . CONTACT THIS OFFICE AT (204)341-1100 IF ANY ADDITIONAL DAMAGE I5 FOUND DURING THE REPAIRS B_ ALL MECHANICAL AND ELECTRICAL WORK SHALL BE PERFORMED UNDER A SEPARATE BUILDING PERMIT. ALL MECHANICAL AND ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1-14 STATE OF WASHINGTON. 14. MECHANICAL AND ELECTRICAL WORK TO BE BIDDER DESIGNED TO MATCH THE EXISTING 5YSTEM& COORDINATE WITH OWNER'S REPRESENTATIVE. D01 -3 G1� e Oft Pvy ti�'ii -� CITY OFETUKWILA OCT 01 2001 PERMIT CENTER AN ALL INFORMATION ON T4415 DOCUMENT 16 THE EXCLUSIVE PROPERTY OF JRP ENGINEERING, INC. © COPYRIGHT 2001 U z a w E . r n D / L i �/ z ' J L' in fi r 51 1