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HomeMy WebLinkAboutPermit D01-318 - HARTUNG GLASS50: WEST VALLEY HY City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License":No': CDKCOSI066MA HARTUNG GLASS Phone: 17750 WEST VALLEY HY, TUKWILA, WA 98188 OWNER SC NICK +PATRICIA ANN Phone: (206)656 -2626 ;6718 134TH CT NE, REDMOND WA 98052 CONTACT -.'GREG SARGENT Phone: 206•- 423 -5211 26231 NE 165 ST, DUVALL, WA 98019 CONTRACTOR C.D K CONST SERVICES INC PO:' BOX 1767, DUVALL, WA 98019 * * * * ***•k*Ii* * * * * *k *•k** * * * ** kirk*** k********************* * *k * * *k *k * *** * *k ***** *k•k**k*' Permit Description: EARTHQUAKE REPAIR * * ** * * ** ** * * * * * * * * * * *;ir *** * * * * ** SFr****• k********* k********* * *k * * ** * * *•k** ***k*k•k•k* *k* Const'ruction' Valuation: $ 1,392.00 PUBLIC WORKS PERMXTS *(Water Meter Permits Listed Separate) Eng. Appr: Curb CUt /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in): .00 Flood Control Zone: N OCCUPANT WARNING: IF'CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. BUILDING B AMF G DEVPERM M -1 001 North: RENTON Hauling: N Start Time: Land Altering: N Cut: L andscape Irrigation: N Moving Oversized Load: N Start Time Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: * *** * **** ******* ****** k** *** k**************kk********** ** * *:l• * *•k * *** * * *•k * * * * * **k **. TOTAL DEVELOPMENT PERMIT FEES $ 88.57 ****************************************** ** * * *•k * * * * * * *•kk* *;k * ** * **** *fit * * * *•k * * *** *k Permit Center Authorized Signature: Signature Print. Name: 362304 -9097 17750 WEST VALLEY HY .0 South: Sewer: Slopes: •,.�i� -mac, Occupancy: UBC: Fire Protection: .0 East: .0 West: TUKWILA N Streams: Permit No: Status: Issued: Expires: End Time: Fill: End. Time: Date 1Q _,l2 (206) 431 -3670 001 -318 ISSUED 10/19/2001 04/17/2002 WAREHOUSE 1997 0 N N Date: 7v:/9 - 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 petit. 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. uai n : J U : 0 0 ; v� w w O ; g=3 u. = d ` F w Z F- O Z H` tu O �. 0 E- =U U- E -- 0 ill o f z ddress: 17750 WEST:'.:V Suite: T enant`s` Type: 'DEVPERM rcel #: 362304-9097 = °TUKwIL Status: ISSUED ISSUED Applied :10 /01/2001 Issued: 10/19/2001 * *.k* k * ** * *' *•* **•k * * * *. *. k• k*** J******•** k***•*** * * ** *•* * *•k* * **•k ** * * * *•* **** emit .Cond`itions No ,:or'anges wi 11•_, be made 'to the plans unless approved r and the Tukwila B`uildin Eng�irtieer� f g Division. Permit No: D01-318 Win n° special =inspection is rtiequire either the `owner . arc)yitect or 2engineer__.shall notify: the Tukwila Building D.fOsion,oV of the inspection agencies prior the first b liding'inspectiion. Copies of all special nspection reports-shall be submitted` to =,,the Building i'vislon iri, ar, timely';.manner. Reports, shall contain address, rojeet,t-narne, :permit .number, and type, of inspection, being e'�.f orine.d he speci:al' ins ec.tor .'shall submit' a final signed.`re`port Ut i ig whether the�"'wOrk requiring special inspection, was 'Ahe best ' the inspector's knowledge, in conformance i approved plans and specifications and the applicable wotkranshtip provisions of the UBC. A114onstruction to be done in conformance with approved plans;and requirements of the ;Uniform Building Code (1997' Editionk as 'amended Uniform Mechanical Code (1997 Edition), and Washington•aState Energy Code (1997 Edition) Va l i d i ty o,f, Permit. The'` issuance •-�of a permit. or approval of plans, specifications, and computations shall not be con - strued to be a permit for, or :, an :approval of, any violation of any of the Apr avi s i ons .:of the b u i l d i n g code or of any other ordinance of juri sdict'ion. No permit presuming, to give authority to - violate;or...cancei the provisions of this 'code shall be v a l i d . . . All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail - able until final inspection approval is granted. . All structural welding shall be done by W,A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). • ** *FIRE DEPARTMENT CONDITIONS *k* The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 10.•Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 11. Refrain from blocking sprinkler coverage with shelving. ` . - esicess of .4 feet in wiath will require .installation of pri nk l ers thereunder. 11, new sprinkler systems and all modifications to existing rink l er systems shall have fire department rev'i ew and proval of drawings prior to installation or modification. ew sprinkler systems and all modifications to sprinkler 2 • U o: :co • W } f CD IL Q • Z � .. I- wi I-O • Z H; W W U O Ni :I V i .• O ' Z; U O. Z: 'systems involving than 50 heads shall ha, a the .written approval of the .¶ J': R.B., Factory Mutual, In. :.trial Risk Insurers, Kemper or any other representative designated and/or recorgnized by the City. of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) Contact the Tukwila Fire Prevention Bureau to witness ail required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) =Any` overlooked hazardous condition and /or violation of the 'adopted Fire or Building Codes does not imply approval of such condition or ' :violation. THESE PLANS WERE REVIWED BY CHIEF 53: IF YOU HAVE ANY EaTIONS, PLEASE .CALL ,THE TUKWIL:A ;FIRE PREVENTION BUREAU (206) 575 -4407. ereby ,that. 1 have react these conditions ,and will comply :them as out,4Aned z'A11x :. provisions >of law and ordinances governing its .work w`i 1 Eb complied ,{with`, w ether' spe.`ci.f i°ed..here, n or not. ie ;grantingY }`of this permit does not presu "rne to; give autharity to slate arnti the pr „ovisions df any other 'work 'or loc.l.aws •? ,. � i s :,:• u:lat,irl �� �construction or th performance of work f 5. Pro e /Tenant: ss f 3 - „ _ i/e o1 st tion: Si e Address in ude suite number) City State/ ip: /'7' ■ w 00-e- Z-69 4-y , 7,k_. e. //4 /SS! Tax Pa Number: 3 .� (-9 V 9 - 7 --v z- Propert Owner: As.Z/e-/aL /f'_��i S'G /aLot- ,:;) Phone: - K.'5 7 -6 c'6 -a6 c. Sy Mess: t 41 0 y State /Zip: Fax ft: Contractor: e7)/c 4,e . - 5 — Phone: -s s --- 7gS - Evq/ Fax 11: z.2 Phone: Street Address: City State /Zip: 07/t/-L: G 3/ /t/-L: /66 7( s7' . 9Rc)/2 ,. Architect: Street Address: City State /Zip: Fax It: En..s,I.n_ . / i �' 8,v G ....49-- iti 43 Phone: 02 2)& --� 3 / - 2/0Z) Street Address: / City State /Zip: •2 4/ , 1 O ' ` -A 3? 5 S -2d��t e . 64c ff/33 Fax #: "' ao & - 3 A2 - 3 3 V Contact Person: g'P- �aze6z9 s_ Phone: POG - 2 3 - .5 Street Address: City State/Zip: ebb 3( L) - /6 s- tt t 1 >e lv. 976(T Fa tt: ` S --744L - zd, S --- Des ription�o to be done (please be st}ecific): /4 ct e'G , 7 94e- -5 e9 0 C3 -�- �C -�5' G c o��- !UL s Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family El Warehouse CI Hospital ❑ Church EVManufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other ___ ^ Proposed use: r:1 Retail ❑ RR taurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church . lvlanufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Building Square Feet: , existing No. of Stories: / Area of construction (sq ft): le V 0-0 Will there be a change of use? ❑ yes fano If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: Fr sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUK 'I LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 I- Project Number: Permit Number: D * 3 g ig D Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault)lt: Size(s): 71 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 in 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: /0 -1_01 Date application expires: Application taken Vnitials) PLEASE SIGN BACK OF APPLICATION FORM 1180/00 opermir.doc APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax #: Address City /State/Zip APPLICATJ• . MUST BE SUBMITTED WITH TH i LLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINF, it 9tt am ENGINEER • ALL DI r 4HAVI3E 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 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) W Floor plan: show location of tenant space with proposed use of each room labeled u) w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of W O any hazardous materials; dimensions of proposed tenant space. 2 ❑ ❑ Vicinity Map showing location of site g 5 u) d 171 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack H W layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z rack. Structural calculations are required for rack storage eight feet and over. Z O ❑ ❑ W Indicate proposed construction of tenant space or addition and walls being demolished W • j U 0 ❑ El Construction details 0 N ❑ ❑ 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 F- sprinkler system design criteria as identified by the Fire Department. LL' Z W U= O ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ El 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 !f 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 ! HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/30/00 clperniil.dac Z w s O 0 Z . * * * * * * * , * * *4 *; ** * * * * * * * 4 ** ** ** ;<*** :t * *4 *4 *4 *:t * * *k ** * * * * * * * * ilF T1l'.K It ,A n . WA :TRANSMI " /, ** *, . * * * * *" * *i:t' * * * * *st * *9i ir** * * * IR NsMIT Nurnbur�� :8010.:1 80- :Amaurtt:: 88.51 10 /01 /01 13:32 !Ltymeft ••Maithad : •CHECK" 146 - tat .i or CDK CONSTRUCTION In i t: erni,it NU: :D01 -318 Type: DEVPERM , DEVELOPMENT PERMIT arse! No: :362304-9097 3 :. e Address: 17 "750. WEST VALLEY HY « Total Fees: 88.57 s `PHymer►t 88 ,.57`:: Total . ALL Pmts: . 88w57. Bal arwe .00 - * ** * * *,t *4* .* * * ** * * * * ** pit**•** *yt *:r * * * * * * * * * * * * *:)i*fi ** * *** " * *** ecour►'t Code Desc i 01; i on Amou t 00 0/32 . : 106; ` 'BUILD /NB - NO 4RES 50.95 4 0%345.830 : : :, PLAN': CHEC ( N0NRE8 33.12 :0 0O/38:904 STATE 'BUILDING SURCHARGE: 4.50 (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '. 94 MMENTS: (oit • Approved 'per.applicable codes. $47.00 REINSPECTION E REQUIR D. Prior to inspection, fee mustbe'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4.f:; a ' J�+ .1L. ^.tia,...iitv�:. ed prior to approva %+1'rNi >h�.&: il'✓' i.!, Y•;; l'.' rb; #A'Ii:r;ir'�i'tiw \F,i.{.+�#:eitA z 6 J U: U O: N O W = • J IB. w � 2 ri g JJ •u- j. - d W , Z �.. I— O. Z U O. !O LU H I LL r6 Z = O � ,Z ... Project: � / � Type of Jnspect /, Address: ? 5 v Date called: / - 267- OZ_ `.,. Special instructions: . Date wanted: a.m. / -- . 5 0 — 0 Z.- .. p.m. Requester: /j .S�r�jC'�l , l Phone: V 06 - 1 -/z 3 s,2-/) / 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes.. at 6300 Southcenter Blvd., 'Suite 100. Call to schedule reinspection. 3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: f A4f /4 h •• $47.00 EINSPECTION FEE/REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: • JTNALAPP.FRM Sprinklers: . '& Fire Alarm: Hood &•.Duct: Halon: Monitor Pre-Fire: Permits: Cii of Tukwila Fire Department Project � Name 2 \C" J\' c GLt S` Address # _"1 ,! y�� t 4a+k't —.Retain current inspection schedule :Needs 'shift inspection Approved without correction notice Approved with correction notice issued • Authorized . Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • Rev. 2/19/98 . t7 �r�� '^+. ^ ,�'7 . •ai a .cRTT a+V41: VT .��., rl,. } •, py. i :t}*gT^" C. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief . Permit No . D` I 3 (E) Suite # Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 Fireproofing • Agbregates Shotcrete Concrete Masonry Asphalt Roofing P iling • S t e e I S oils W od d January 8, 2002 File: 01-339 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd, Tukwila, WA 98188 Project: Hartung Glass Address: 1ZZ50 West Valley Highway Permit No.. This is to advise you that special inspections are completed on the above referenced project. The • following inspections were required and copies of those reports are attached. Expansion anchor bolt installation 2. Structural steel erection-on site welding RECEIVED JAN 0 9 2002 CDK CONSTRUCTION A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY •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. ,trk9 attiezu51--"" • Kimberle Anderson • President CC: Hartung Glass CDK Construction Tel: ::4251 881-i812 :•.425) 7. 126 - !80th \trz fox 2523 )Redmond, ' 9807.3 Client: Hartung Glass 17750 W. Valley HWY Contact: Date: 12/28/01 Tukwila, WA 98188 Nej Distribute Client Distribute Engineer Distribute Municipality cel Distribute Contractor --- Distribute Architect Field Report Report Number: 31170 Project Number: 01-339 Permit #: D01-318 Project Name: Hartung Glass Address: 17750 W. Valley HWY Tukwila,WA98188 Time: 3:15:00 PM Temperature: 46 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 1 Client: Hartung Glass 17750 W. Valley HWY Tukwila, WA 98188 Contact: Date: 12/3/01 ,y Distribute Client Distribute Engineer Distribute Municipality cej Distribute Contractor Distribute Architect Field Report Time: Project Number: 01 -339 Permit #: D01318 Project Name: Hartung Glass Address: 17750 W. Valley HWY Tukwila,WA98188 Temperature: 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. Alternate connection described in Engineer's letter of 11 -1 -01, is used. Inspector: Svacek, John Reviewed by: Jerry Anderson Report Number: 30992 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 Consulting Architectual and Engineering Services INTEROFFICE MEMO No. 5 Date: February 6, 2002 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 -31$ 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 -1. 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 diaphragm. 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. 1 Don C. Nelson, P.E. Project Manager 01305 MEMO 5.doc c Ja.144-,_ 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. RECEIVED FEB 11 2002 CDK CONSTRUCTION fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i I i n g S t e e l 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 Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President c c: Expansion anchor bolt installation Structural steel erection -on site welding REVISED FINAL TO REFLECT SECOND PERMIT Hartung Glass CDK Construction -Gregg Sargent A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY 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. 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. Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Client: Hartung Glass 17750 W. Valley HWY Tukwila, WA 98188 Contact: 12/3/01 :s6 Distribute Client Distribute Engineer Distribute Municipality Distribute Contractor Distribute Architect Time: Project Number: Permit #: Project Name: Address: Field Report Report Number: 30992 01 -339 See Below Hartung Glass 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. Alternate 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 'VI Distribute Client L Distribute Engineer VI Distribute Municipality y_i Distribute Contractor Distribute Architect Field Report Report Number: 31170 Time: Project Number: Permit #: Project Name: Address: 3:15:00 PM 01 -339 See Below Hartung Glass See Below 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 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing Piling S t e e l S o i l s o o d January 8, 2002 File: 01 -339 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those 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. :Vl & Anderson President cc: Hartung Glass CDK Construction Hartung Glass 17750 West Valley Highway D01 -318 RECEIVED JAN 0 9 2002 D EVELOPMENT 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 Client: Hartung Glass 17750 W. Valley HWY Tukwila, WA 98188 Date: 12/28/01 'VI Distribute Client Distribute Engineer Distribute Municipality k! Distribute Contractor Distribute Architect Field Report Time: 3 :15:00 PM Report Number: 31170 Project Number: 01 -339 Permit #: 001 -318 Project Name: Hartung Glass Address: 17750 W. Valley HWY Tukwila,WA98188 Temperature: 46 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 ..:-.1.33.33033."3;33`:3:?333.333333'3;333,Si5.3333'333,3,-:3'.3?1.13.33I.,33,3333.!5 33.33: 3; ..■•• , ' 4 rt ri•.; 1,i I •,-r; Client: Contact: Date: 12/3/01 Hartung Glass 17750 W. Valley HWY Tukwila, WA 98188 ' VI Distribute Client • 1 Distribute Engineer • Distribute Municipality Distribute Contractor Distribute Architect bi,MPougx•■•■•10,woo.km1.0..,• Field Report Time: Report Number: 30992 Project Number: 01-339 Permit #: D01318 Project Name: Hartung Glass Address: 17750 W. Valley HWY Tukwila,WA98188 Temperature: 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. Alternate 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: 12/3/01 ,,/i Distribute Client ` Distribute Engineer i Distribute Municipality Distribute Contractor Distribute Architect 1;1 riCr DEVEL0eWl 1 Field Report Time: Project Number: 01 -339 Permit #: Project Name: Hartung Glass Report Number: 30992 Temperature: Address: 17750 W. Valley HWY Tukwila,WA98188 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. Alternate 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 ACTIVITY NUMBER: D01 -318 DATE: 10 -1 -01 PROJECT NAME: Hartung Glass Building B SITE ADDRESS: 17750 West Valley Hy SUITE # Original. Plan Submittal Response to Incomplete Letter # Response. to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division WU to - Z - 0 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved n \PRROUTE,DOC 5/99 n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 1X Approved with Conditions CORRECTION DETERMINATION: Fir Prevention ye � I�G l 0 - 4 -� k Structural Incomplete Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-2-01 Not Applicable No further Review Required DATE: DUE DATE 10 -30 -01 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) DATE: DUE DATE REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -318 DATE: 10 -1 -01 .PROJECT NAME: Hartung Glass Building B SITE ADDRESS: 17750 West Valley Hy SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter# Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete /,, Incomplete n Comments: ee1/fr le°. 4 pe-nAAA TUES/THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved ith Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: Planning Division I I Permit Coordinator DUE DATE: 10-2-01 Not Applicable `RAC' n No further Review Required DUE DATE 10 -30 -01 DATE: Not Approved (attach omments) DATE: O DUE DATE Not Approved (attach comments) DATE: ,. , o' e!ulli'u."u.w�i d ✓sS1:.1Lt�:�;i.::.w. PERMIT NO.: D01-318 BUILD NG't'ERINTTS 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/Ivipdular Struct ❑ 0007 1 Mobile Home Tie Down Insp ❑ 0007 IJ(arriage Lines ❑ 00090 Resteei ❑ 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 ❑ }0610 Chimney Installation/All Types 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls O 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof 01400 • Final -Fire 01700 Final - Building 0 t 900 Final- Reroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ }4003 Special -Reinf Steel Prestress 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 040 t 1 Special- Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall O 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 1}Artt CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 011 Special inspector shall submit final signed report 0 0012 New ceiling grid 3c 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 & cafes shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying tire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shalt be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0023 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L &I ❑ 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 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC lv(all ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ' ' ❑ "Anchoring - All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Plan Reviewer: Permit Tech: 6 (Ass- 131dg B. z : U U0 U. W I • J I— W0 J LL m a . W . 416. Imo Z 0 CI W I O ill Z . U C S F-Z O Z • ACTIVITY NUMBER: D01 -318 PROJECT NAME: Hartung Glass Building B DATE: 10 -1 -01 SITE ADDRESS: 17750 West Valley Hy SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved App REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 ve CORRECTION DETERMINATION: Fire Prevention ith Condition L.- 53 Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-2-01 Not Applicable No further Review Required DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: I Oc't tO1 n n DUE DATE Not Approved (attach comments) DATE: ..A.4 Se:J cr .t.aL:v..�wwriri+f. • EXHIBIT to tease Agreement • LEGAL DESCRIPTION OF REAL PROPERTY Lot 1, City of .Renton Short Plat Number 346 -79 (T & W Equipment and Hawco Investment Short Plat), recorded under King County Recording''Number 7907169001, being a portion of Government Lot 2 and the northeast quarter of the northwest quarter of Section 36, Township 23 North, Range 4 East, W.M. in King County, Washington. RECEIVED CITY OF TUKWILA OCT o 1 2001 PERMIT CENTER oI-3I 00373 OCT -01 -2001 12:01 PM CDK CONSTRUCTION f i / Apr ,w•' ... • 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 0883 TAX REGISTRATION MINOR WORK PERMIT 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 a PROFESSIONS DIVISION, P.O. BOX 9034 OLYMPIA WA 9860741034 (3iO) 684.1100 UNIFIED BUSINESS ID 0: BUSINESS ID 0: LOCATION: EXPIRES : INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE 601 513 599 001 0001 12 -31 -2001 CITY OF OCT O 1 2001 PERMIT CENTER d UouM;n9 ;L 0000134 AT 1 I!, M25•052.0011'8/971 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL , ::REGT$T #.:.. ; EXP .. DATE C DNCOS S 06 . 6N1A:`10'/0S /x'0.01` FFE.Gt'�'IVE ;.DATE• • A ; A7/Q1/1994 • C•D K CONST INC •.• . PO BOX 663 DUVALL WA 98019 -0663 Detach And Display Certificate 4258442025 D01- 31g P.01 Q> • om -t_ D Detach And Display Certificate C MI 1 O !oS /aCO3 • 2 <k) a fir Kcr� _\)5.k- 0 01_4 wee,k% NOTICE:. IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT: cp (IDN RETAIL SPACES NOM. OFFICE IIIIlII 443' -3 DRILL CRL WASH R 1 1,=== FARRIC A11.01 NOW, 4 el a a • SI NORTH 15UILDING—FLOOR FLAN FLAG NOTES I6N REMOVE EXIST. CAULKING 8 BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. PROVIDE NEW FIRE SAFETY PER CODE ALONG ENTIRE HEIGHT OF OPEN PANEL JOINT. PROVIDE NEW REINFORCEMENT AT EXIST DAMAGED PANEL CLIPS PER DETAIL 1/51. PATCH SPALLED CONCRETE. [7;, REMOVE EXIST. CAULKING BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. PROVIDE NEW CAULKING AND CLOSED CELL BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. REFER TO DET. 1443. PROVIDE NEW REINFORCEMENT AT EXISTING DAMAGED PANEL CLIPS PER DETAIL 2/SI AND 3/51. REMOVE EXISTING LEDGER ANGLE SUPPORTING MEZZANINE FLOOR BEAMS AND REPLACE WITH NEW (SEE SECTIONS 5/51 AND 1/51) 21 OFFICE IIIIHII !HUHN FILE COPY i I understand that lite Plan Check approwlls are subject to errors and omissions and approval of ! plans does not authorize the violation of any adopted code or Ordinance. Receipt of con- I tractor's copy of approved plans acknowledged. D01-318 SEPARATE PERMIT REQUIRED FOR: gMECHANICAL I ELECTRICAL suL U M BING lir GAS PIPING CITY OF TUKWILA BUILDING DIV:SION crry OF T515335 OCT 0 1 2001 PERMIT CENTER D ".. 3(6 ALL INFORMATION ON TNIS DOCUMENT IS THE EXCLUSIVE FROF'ERTY OF JRF ENGINEERM va w - 8 _„, - owzLe- TPt 42 i 3 7 Es) (DS d iN EAST ELEVATION -SOUTH BUILDING 155 • LOADING DOCK OPNG 2N 3N ! 0 5N 0 IN S 9N SW RNER OF BLDG 95 � SS DOOR PARTIAL SOUTH ELEVATION - SOUTH BUILDING NORTH ELEVATION -SOUTH BUILDING SOUTH ELEVATION -NORTH BUILDING I/1E'- -m• C.e In6' =1' -m• I/16• =r -m• C 4 51 SECTION A -A e FIRE WALL -SOUTH BUILDING 0 EXT. BLDG FACE EAST ELEVATION -NORTH BUILDING MEZZANINE FLR LINE FIRST FUR. LINE ROD AND SEALANT vARIRS (2-1/2' MAX.) ��II REMOVE EXIST. BACKER EXIST. CONC. WALL NEW CLOSED CELL BACKER ROD NEW DOW CORNING •'195 SILICONE SEALANT 3/5' MAX. DEPTH °SEALANT 6 PANEL JOINT FLAG NOTES In6• =1' -m' D01 -318 PROVIDE NEW REINFORCEMENT AT EXIST DAMAGED PANEL CLIPS PER DETAIL I/SI. PATCH SPALLED CONCRETE. L. REMOVE EXIST. CAULKING t BACKER ROD ENTIRE HEIGHT OF PANEL JOINT_ PROVIDE NEW FIRE SAFETY PER CODE ALONG ENTIRE HEIGHT OF OPEN PANEL JOINT. REMOVE EXIST. CAULKING Q BACKER ROD ENTIRE HEIGHT OF PANEL JOINT. PROVIDE NEW CAULKING AND CLOSED CELL BACKER ROD ENTIRE I-EIGHT OF PANEL JOINT. REFER TO DET. I /A3. PROVIDE NEW REINFORCEMENT AT EXISTING DAMAGED PANEL CLIPS PER DETAIL 2/51 AND 3/51. 5 REMOVE EXISTING LEDGER ANGLE SUPPORTING MEZZANINE FLOOR BEAMS AND REPLACE WITH NEW (SEE SECTIONS S /SI AND 1/61) %STY OF Tlklk OCT -92001 KOTEJ RECEIVED CITY OF TUKWILq OCT 01 2001 PERMIT CENTER ALL INFORMATION CN THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JRP ENGINEERING, INC. !1 _ rr nor,, oa s o 3 3 0 GRID EXT. FACE OF PANELS TOP OF CONCRETE PANEL WHERE APPLICABLE 3 -3/4" 0 EXPANSION ANCHORS (KWIK BOLT -II) WITH 4" EMBEDMENT. NEW L4x3xI /4 REMOVE ALL LOOSE CONC. AND APPLY FEATHER SPREAD POLYMER COMPOUND PRODUCED BY RAECO, INC., PHONE: (206) 163 -1335 (OR APPROVED EQ.) PRESSURE INJECT CROCKS WITH EPDXY PRIOR TO INSTALLING NEW L4x3's EXIST. ROOF DECK TO REMAIN SEAL LOOSENED METAL DECK FASTENERS WITH SILICON SEALANT 199 BY DOW CORNING ADD NEW FASTENERS OF SIZE AND SPACING TO MATCH EXIST., ADJACENT TO EXIST. DAMAGED FASTENERS (AREA SHOWN HATCHED ON PLAN) EXIST. 8" Z PURLING AT 48 O.C. EXIST. L2x2 LEDGER BETWEEN PURLING TO REMAIN FLAN EXIST. L2x2 LEDGER TO REMAIN SECTION SCALE: 112" = 1' -0" SECTION GRID ArLAI F. i In" PANEL JOINT REMOVE AND REPLACE CAULKING AND BACKER ROD, REF. I /A3 111111 M1111 . - VIEW SECTION SCAM F: 3/4" = 1-0" f INTERIOR ELEVATION 5 EXIST. PANEL CONNECTOR TO REMAIN 8 S MIN. DIST. BOLT TO NEAREST CRACK EXIST. CONCRETE TILT -UP WALL PANELS NEW 2- L4x3x1/4 PANEL TIES (4" LEG VERT.) EXIST. ROOF FURLNS MEZZANINE FLOOR REMOVE EXIST. -' FCTOR BOLTS. READJ T PURLIN FOR VERT ALI - + T. RELOCATE • - REINSTALL BOLTS WHERE -• QV. EXT. FACE OF PANELS GRID EXIST. W6 STEEL BEAM TO REMAIN PROVIDE TEMPORARY SHORING AS REQUIRED 1/4 SECTION SCALE: 1 12" = 1' -0" EXIST. GL BEAM AND C01NECTOR TO WI6 TO NEW\ LEDGER /1/4 V DN SECTION SCALE: 112" = I'-0" PRESSURE INJECT GROUT AT BOLTS. DO NOT REMOVE SHORING UNTIL GROUT HAS SET EI/2 GUSSET AT CENTER 0GRID 6" PLAN VIEW SECT ION SCALE: 1 1/2" = i'-0" 2' -0 SECT ION SCALE: 3/4" = 1' -0" 4 6" 2 4 SECTION SCALE: 1 1/2" = 1' -0" 5' -0 "- PANEL JOINT EXIST. WI6 STEEL BEAM TO REMAIN g .. 10 t L _ SCALE: 112" = 1' -0" NEW 3 -3/4" 0 EXPANSION ANCHORS (KWIK BOLT II) WITH 4" 4 -3 / "o BOLTS EMBEDMENT rIt_ 1111 1/4 . LJ• 1/4� EXIST. BLDG. COLUMN GUSSET E 1/4 B 1/4x40" [�] 0 GRID BS4CS PANEL JONT 0 SECTION I I NEW L4x3xI/4 WITH 3 -3/4 "0 BOLTS EACH SIDE OF CRACK SEE SECT. PRESSURE INJECT CRACKS PRIOR TO INSTALLING NEW L4x3's EXIST. STEEL ROOF DECKING EXIST. STRAIGHTENED PURLIN PROVIDE NEW STL. ANGLE CLIP EA SIDE OF EXIST. PURLIN PROVIDE NEW 6 X 20 GA STL. CHANNEL BETWEEN EA EXIST. PURLIN EXIST. STL. PLATE EXIST. CONC. WALL SECTION SCALE: 1 1/2" = 1' -0" i NEW L9x4x1/2x3' -0" (LLV) NEW 4 -1/8 11 0 BOLTS THROUGH CONC. PANEL EACH SIDE OF PANEL JOINT EXIST. L3x6x12" LEDGER ANGLE TO BE REMOVED 1/ GUSSET <TO L9x4 3 STRUCTURAL NOTES CODE: THE UNIFORM BUILDING CODE, 1991 EDITION. LATERAL LOADS: WIND SEISMIC ALL BOLTS SHALL BE AST A 301. NORTH BUILDING SOUTH BUILDING SITE PLAN fi SCALE: 1" = 100' 80 MPH, EXPOSURE B ZONE 3 STRUCTURAL 4 MISCELLANEOUS STEEL: STRUCTURAL GRADE ASTM A 36 Fy = 34,000 1.51. ALL WELDS SHALL BE AS NOTED CONTINUOUS FILLET WELDS USING AWS CLASS E10 ELECTRODES. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED BY WABO. MISCELLANEOUS: CONTRACTOR 514ALL 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 OLNER TO DETERMINE WHETHER HAZARDOUS MATERIALS ARE PRESENT. IF HAZARDOUS MATERIALS ARE FOUND, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIALS AND DISPOSE OF OFF -SITE IN A APPROVED DUMP SITE AFTER OBTAINING THE OWNER'S PERMISSION TO DO 50. 2. THE CONTRACTOR SHAT! BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PER a= THE WORK. T4415 REQUIREMENT 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 AI-I54± DEMOLITION WORK HAS BEEN COMPLETED. 4. TH5 REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER, TO CONDUCT CONSTRUCTION REVIEW OF TI$ CONTRACTOR'S PERFORMANCE, DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF TI-E ADEQUACY OF TI-45 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 WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DURING CONSTRUCTION ACTIVITIES. 1, PROTECT FROM DAMAGE ALL NTERIOR FINISHES, FIXTURES AND STORED MERCHANDISE. 8. COORDINATE REPAIR ACTIVITIES WITH OWNER OR OWNER'S REPRESENTATIVE. 9. VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE 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. 12. CONTACT THIS OFFICE AT (206)361 -1100 F ANY ADDITIONAL DAMAGE IS FOUND DURING THE REPAIRS 13. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE PERFORMED UNDER A SEPARATE BUILDING PERMIT. ALL MECHANICAL AND ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 11H5 STATE OF WASHINGTON. DO1 -318 RECIVED CITY E OF TUKWILA OCT 01 2001 PERMIT CENTER 14. MECHANICAL AND ELECTRICAL WORK TO BE BIDDER DESIGNED TO MATCH THE EXISTING SYSTEMS. COORDINATE WITH OWNER'S REPRESENTATIVE. GLV jo(h'{U pt+ED q j - 9 2001 D i ED �'.rtelN'�, cn'TSroN ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JRP ENGINEERING, INC. © COPYRIGHT 2001 j) tu 1-- 0 z z 0 c .^ U v'