Loading...
HomeMy WebLinkAboutPermit D11-310 - CITY OF TUKWILA - REGIONAL DETENTION FACILITY - VAULT PLATFORMREGIONAL DETENTION FACILITY 4250 SOUTHCENTER BL Dl 1 -310 City otkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2223049058 Address: 4250 SOUTHCENTER BL TUKW Suite No: Project Name: REGIONAL DETENTION FACILITY Permit Number: D11 -310 Issue Date: 09/28/2011 Permit Expires On: 03/26/2012 Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD , TUKVVILA WA 98188 Contact Person: Name: JERRY KNUDSON Address: 6402 S 144 ST , TUKWILA WA 98168 Contractor: Name: GREEN RIVER CONST COMPANY INC Address: 6402 S 144 ST; SUITE 1 , TUKWILA, WA 98168 Contractor License No: GREENRC 148MM Phone: 206 246 -9456 Phone: 206 - 246 -9456 Expiration Date: 07/14/2012 DESCRIPTION OF WORK: INSTALL VAULT PLATFORM WITH LADDER TO EXTERIOR STRUCTURE Value of Construction: $26,500.00 Fees Collected: $1,018.34 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0026 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -310 Printed: 09 -28 -2011 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: cA7)14t I hereby certify that I have read and =• ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction narThe performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pe Signature: \f..6� / /er2.%-0 9 Date: % 02 g/ t Print Name: /`- N 140144-/ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D11 -310 Printed: 09 -28 -2011 6: ** *PLANNING DEPARTMENT CONDO ** T: Replacement of any plantings damaged or disturbed during construction, including those aiready disturbed during installation of the High Visibility Fence, shall occur prior to final approval. • doc: IBC -7/10 D11 -310 Printed: 09 -28 -2011 CITY OF TULA Community Deve ment Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov fflC\ M'A?-2-cV2 Building Pit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 1�� V1\ 1\ C ►� ^n King Co Assessor's Tax No.: l L.' o — 6, n Site Address: -TC J el. low / De-h- n-�i�v j^•+�, /, j Suite Number: Tenant Name: k ' /, ,O /i c t.,„„dct / New Tenant: ❑ Yes Floor: Property Owners Name: C t r/ /7'", ✓.% Mailing Address: 6236() to. 0.441 1 Q /vd. .. No / 4 A' RFS City (4/Q State 913 1fg Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: NI'r) �C itJ tA4 0/!% Mailing Address: ■ 1 U) c5. I5 Day Telephone: / 4.0)4 GV4 City ��// State Zip E -Mail Address: i-7 K GrcaN iQirrxe. aiNS7Bnolio:,al Fax Number: AO AeA r30 74e-- GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Green/ RvVC,2 CO,vl/ 4,L Mailing Address: (o el G Contact Person: J P ✓ 7 /gill LA Oro /1/ E -Mail Address: J c v K � G���yr� %^ /l„t, r/q 14/A , City / State Day Telephone: ;G �' G cf 44t6 v c R / 4iip r;,,�Fax Number: t3 G , ry 6 o 7/ Contractor Registration Nufnber: G R 6 /V R C it ,yl e'' Expiration Date: 7 -- / y -/ 2- ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: �j�P4Vl E C Mailing Address: gig el vie 1 Contact Person: S"7'e BOA s A/ jr://v9 E -Mail Address: Fax Number: City State Day ' - ephone: r Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid pri ., : $ 40 ,j Q a Existing 13itiding Valuation: $ 4 Scope of Work (please provide detailed information): 5744 14%1 Via 4,, [¢ p In treat ," , L,4,�' � PX= -57 a �to Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yep , ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line \2010 Applications17 -2010 - Permit Application.doc Revised: May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yep , ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line \2010 Applications17 -2010 - Permit Application.doc Revised: May 2011 bh Page 2 of 6 IDate Application Accepted: PERMIT APPLICATION NOTES — Affable to all permits in this application • I , 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. Building and Mechanical Permit ,r The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 -R OR AUTHORIZED AGENT: Signature: Print Name: ✓ % iC /VI4Q, -141 Mailing Address: yaa. j. J !ly 71 Date: 9--L i Day Telephone: G t%G v7G 14fs —v t /c' WA % City State Zip 1 N12,1 Date Application Expires: osti31.2 Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Page 6 of 6 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2223049058 Permit Number: D11 -310 Address: 4250 SOUTHCENTER BL TUKW Status: APPROVED Suite No: Applied Date: 09/13/2011 Applicant: REGIONAL DETENTION FACILITY Issue Date: Receipt No.: R11 -02125 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,018.34 Payment Date: 09/28/2011 12:03 PM Balance: $0.00 JERRY KNUDSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 075664 ACCOUNT ITEM LIST: Description 1,018.34 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,018.34 614.45 399.39 4.50 doc: Receiot -06 Printed: 09 -28 -2011 INSPECTION NO. ra INSPECTION RECORD Retain a copy with permit Dll-3/0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd'., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -367 i-- Projec . LL-- �� Ty%e of Inspection: Address,' 5 O ,, 4.. � e Call- i/ n� Special Instructions:'X �%a Date Wanted:. 4 � j!/ m P.m. Requester,,.... - iSo .0e- _ Phone No: .. Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 6 Fr7ig/ef v , REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A ,... -- INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 5h{ij, ivr! twi 1Z1) F Type of Inspection: "PI thvol 111 f /Leto (f St Address: f 1425-0 Sav cgvttw" 8IvJ Date Called: 2lo f ze 12 Special Instructions: Date Wanted:. 1- jig /7U12 a.m. e'" Requester: 3p.1Yi \ VII UcWo1 Phone Nof 2-0 to -Vito _ q L1 C(o NApproved per applicable codes. ECorrections required prior to approval. COMMENTS: nspector: 40104 I Date: in REINFECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. Print Map Page Parcel Map and Data y1,- 00 0042000348 . 2N60 1 (au 004=0360 200 0040360 ( I 0042000335 0042000362 0042000280 0042000355 2000346 - L T. ~2223044064 1 � 1 222 13915 2223Q 49058 22230490/3 2223044096 ( 7 22230 0 222 449/1/78 1!1 2223049048 2223049077 _.. �._ 54T,Ks Tukwila _ ,-r 2223049041 ' .7 8908600720 8908600062 r---'-- ai06600060 (C) 2010 King 08;,,0$600740 , I 1106-431111.8441 r Parcel Number 2223049058 Site Address Zip code Taxpayer TUKWILA CITY OF The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." Page 1 of 1 FILE COPY Permit mn, King County I GIS Center 1 News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. Rbi6VEL) t-OR CODE COMPLIANCE APPRO VE SEP 2 6 2011 City of Tukwila BUILDING DIVISION cmYIEFTSu► SEP 1:.2011 PERMITCEMiER D\'- 10 http://www5.kingcounty.gov/parcelviewer/Print_Process.asp 09/13/2011 September 19, 2011 Josh Fedora KPG, Inc. 753 9m AVE N Seattle, WA 98109 Good Day, FILE COPY Permit No. p► -- .. --REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila The ladder detailed on drawings Site 8 — Control Structure Access has been desig EIStdeetilltfeha9IVISION ANSI +ASC A14.3 -2008 requirements. 5.1 Steps and Rungs 5.1.1 Vertical Spacings The vertical spacing of the first rung of climb shall be permitted to be adjusted within the range of 14 inches (from ground level, floor or root) at the access level. All vertical spacing of the rungs from the center of first rung throughout the length of climb shall be 12 inches and uniform in the same length of climb. 5.1.2 Width The minimum inside clear width of step surface for steps and rungs shall be 16 inches, and this width shall be uniform in the same length of climb. 5.1.3 Minimum Size of Steps and Rungs 5.1.3.2. Steel Ladders a) For ladders subject to normal atmospheric exposures,' /4 -inch- diameter solid bar, or the equivalent in strength for square, rectangular, or other solid shapes is required. 5.1.4 Rung Ends 5.1.4.1 Step and Rung -Type Ladders Step -and rung -type ladders of steel, aluminum, and other metals shall have each step or rung end securely fastened to the side rails so as to fully develop the strength of the step or rung, and so as to securely lock each step or rung to the side rails. The connection of the rungs to the side rails shall be designed to develop the full strength of both the rung and the side rails. For welded connections, where the rungs do not penetrate the side rail, the recommended approach is to have the connection have a full fillet weld around the entire circumference, welded in accordance with the requirements of applicable American Welding Society standards of practice. 5.2 Side Rails 5.2.2 Minimum Size 5.2.2.2 Steel Ladders a) For ladders subject to normal atmospheric exposures, flat solid bar stock, 2 -1/2 inches wide by 3/8 -inch thick, or the equivalent in strength in solid shapes, is required. D11 -310 RECEIVED SEP 19 2011 PERMIT CENTER 5.2.4 Maximum Spacing of Supports 5.2.4.1 Steel Ladders The spacing of supports for fastening the side rails to the structure, building, or equipment shall be 10 feet 0 inches for the size of side rails recommended in 5.2.2, and for the clear width of steps or rungs specified in 5.1.2. 5.3 Termination at the Top of the Ladder 5.3.1 Top Step or Rung The top of a step or rung of a ladder shall be level with the top of the access /egress level or landing platform served by the ladder, except as required by 5.3.4.2 or as permitted in 6.2.1.2. 5.3.2.1 The side rails of through or side -step ladders shall extend 3 feet 6 inches above the top of the access /egress level or landing platform served by the ladder. For a parapet ladder, the access /egress level shall be the roof if the parapet is cut to permit passage through the parapet; if the parapet is continuous, the access /egress level shall be the top of the parapet. 5.3.2.2 For through ladder extensions, the steps or rungs shall be omitted from the extension and the extension of the side rails shall be flared to provide not less than 24 inches, or more than 30 inches, clearance between side rails. 5.4 Clearance 5.4.2 Back Side of Ladders Sincerely, 5.4.2.1 The perpendicular distance from the centerline of the steps and rungs, or grab bars, or both, to the nearest permanent object in back of the ladder shall be not less than 7 inches. 5.4.2.2 For a through ladder, the step -across distance from the centerline of the steps or rungs to the nearest edge of the structure, building, or equipment shall not be Tess than 7 inches or more than 12 inches, a landing platform shall be provided to reduce the distance to between 7 and 12 inches. Stephen Ting Engineering Manager PE Gravitec Systems, Inc. Attachments Submittal Review Comments RECEIVED SEP 19 2011 PERMIT CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JERRY KNUDSON 6402 S 144 ST TUKWILA WA 98168 RE: Permit No. D11 -310 REGIONAL DETENTION FACILITY 4250 SOUTHCENTER BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/26/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/26/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jenn Pe fer Marshall t Technician File: Permit File No. D11 -310 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLAN REVIEW /ROUTING SLIP Ir ' ACTIVITY NUMBER: D11 -310 DATE: 09/13/11 PROJECT NAME: REGIONAL DETENTION FACILITY SITE ADDRESS: 4250 SOUTHCENTER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART A ENTS: [tiding Division `Ptt'c Woe trevaa ti( Structural ,r Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: DUE DATE: 09/15/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route IXt Structural Review Required No further Review Required F7 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/13/11 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeop' filer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name GREEN RIVER CONST COMPANY INC UBI No. 600582949 Phone 2062469456 Status Active Address 6402 S 144Th St Ste 1 License No. GREENRC148MM Suite /Apt. License Type Construction Contractor City Seattle Effective Date 7/14/1986 State WA Expiration Date 7/14/2012 Zip 98168 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration' Date Status GREENRC158NACONSTRUCTION GREEN RIVER CO Construction Contractor General Unused 8/1/1985 7/14/1986 Archived GREENC'231CZ GREENRIVER CONSTRUCTION CO Construction Contractor Excavation /Grading Unused 2/9/1977 7/14/1985 Archived Business Owner Information Name Role Effective Date Expiration Date KNUDSON, GERRY C President 01/01/1980 Amount PARSHALL, NOEL P Secretary 01/01/1980 CWP2912671 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 OLD REPUBLIC SURETY CO YLI240695 07/19/2005 Until Cancelled $12,000.00 06/03/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 21 Continental Western Ins Co CWP2912671 12/08/2010 12/08/2011 $1,000,000.00 12/07/2010 20 ALASKA NATIONAL INS CO 08LPS32086 12/08/2008 12/08/2010 $1,000,000.00 12/07/2009 19 NORTH PACIFIC INS CO C06158305 07/14/2008 07/14/2009 $1,000,000.0007 /14/2008 18 UNDERWRITERS AT LLOYDS CJ0677054 07/14/2007 07/14/2008 $1,000,000.00 07/13/2007 17 UNDERWRITERS LLOYDS LONDON CJ0426116 07/14/2006 07/14/2007 $1,000,000.00 07/14/2006 16 NAVIGATORS INSURANCE COMPANY 16318A 07/14/2005 07/14/2006 $1,000,000.0007 /13/2005 15 UNDERWRITERS AT LLOYDS CJ0426116 07/14/2005 07/14/2006 $1,000,000.0007 /06/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 09/28/2011 REVISIONS made the sow shall be of No changes without prior approval Tukwila Building Division. tan submit NOV.:: n • Sdead02 fees. Revisiwil require a ne�� u 2010/2011 SMALL DRAINAGE PROGRAM PROJECT NO. 91041201 MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORK ARATE PERMIT BOB GIBERSON, PE REQUIRED FOR; Mechanical M Electrical Plumbing SCHEDULE OF DRAWINGS a Gas Piping City of Tukwila TITLE e BUILDING DIVISICI ! CITY ENGINEER ROBIN TISCHMAK, PE SHEET SITE NO. NO. 1 2 -4 5 1 6 2 7 3 8 -9 4 10 5 11 6 12 7 13 — 21 8 COVER SHEET DETAIL SHEETS WELLS TRUCKING TUKWILA INTERNATIONAL BLVD EAST MARGINAL WAY SOUTH 44TH AVE S EVERGREEN FOODS SOUTH 122ND STREET 40TH AVE SOUTH CONTROL STRUCTURE ACCESS COPYGILt t CREEK TRASH —RACK Penult No. TAI'�to Plan review approval is subject to errors and omission& Approval of construcon dotwmerds does not authorizer the violation of any adopted code .�o�rr�ordnnaance�•.■Receipt of approved rr =tii • • `�is adtnowiedge& ,. 0 ts 908 CITY COUNCIL ALLAN EKBERG, PR JOE DUFFIE JOAN HERNANDEZ KATHY HOUGARDY DE'SEAN QUINN DENNIS ROBERTSON VERNA SEAL END i'-M wcLux- Stfi' oN1.-N( ESIDENT - PLANNING !_ PPROVED • No osQ nbe A tot1� tlam,dng without �� from the of 1' DOD CS EXISTING: Da A 0 0 City Of Tukwila BUILDING DIVISION U�LIC WORKS DEPT'. • ENGINEERING• STREETS •WATER• SEWER •BUILDING • GV FH TMH PP MON SMH WM CB JB GV GP GATE VALVE FIRE HYDRANT TELEPHONE MANHOLE POWER POLE MONUMENT SANITARY SEWER WATER METER CATCH BASIN JUNCTION BOX GAS VALVE GATE POST GUY WIRE FENCE SHRUBS SIGN MAILBOX GRAVEL STORM DRAIN STRUCTURE EXISTING CONTINUED: 0 -w G — SD — — DHP- PROPOSED: —y y 7 \1111111111111111111W ■ SD X SDMH W G SD OHP TREE STORM DRAIN MANHOLE WATER UNE GAS UNE STORM DRAIN UNE OVERHEAD POWER UNE THICKENED EDGE CEMENT CONCRETE HOT MIX ASPHALT CONTROLLED DENSITY FILL (CDF) CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN PIPE SAWCUT SUPUNE OR PIPE UNER DRAINAGE FLOW DIRECTION HIGH VISIBILITY FENCE JI M n SOSO co GOY sm 1-".A1 101■■ lr fiRlIragrfli ivkEklikillakilt; •-i o misiktlii sioilluommifissafflow PRIIIIIIIIMIIMIr IS Ma WIMMIr MINIS1AF INIIIIIIEMe r"D •r=OR OMPLIANCE APPROVED SEP 261 I II City of u :,vii 1 DING . I iI a10N • Y IOU RECEIVED SEP 15 2011 TUKWILA PUBLIC WORKS IN RECEIVE CITY OF TU SEP 132i" PERMIT CENT designed drain cheesed 1l Pro] do field bk no by JLF JLF NJD JLF date 6 /11 6/11 6/n 6/11 KPQ 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 wwwJpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM COVER SHEET no date revisions ` 28 file no scale N/A date 6/11 SITE 8'TOWER OF POWER" Tower South Elevation u III 3 0 10"101 10 o Tower West Elevation REVIEWED FOR CODE COMPL,ANCE APPROVFO SEP 26 2011 City of Tukwila BUILDING DIMS ;O.N RECEIV CITY OF TUKWILA SEP 102011 PERMIT CENt Fraser MetalWorks co N 8 La w - a rn • gF. 3 co o) d E w -4 Y c W 2 � t0 CO M • U W 0 J AGENCY NO. GRC.101.1 SHEET: 1 OFD INDEX E1 JOB: 558338 SITE 8'TOWER OF POWER" REVIE►JLED FOR CODE COMPLIANCE APPROVED SEP 26 2011 0 --.7.- View A -A Trash Rack Frame Elevation View B -B cmorgau SEP 1 3 2011 PERMIT CENTER AGENCY NO. GRC.101.1 SHEET: 2 OF 21 INDEX: E2 JOB: 556338 4. —D. 1B \ 1F 1D 1C T 1B / View A -A 1B 1B B c B Trash Rack Frame Elevation DI View C -C A A 1B 1B \ II T I I\ I II I II ++ 1c I I I I 1 ..l I I I I I/ I I I II 1 11 I II 1F 1B / View B -B REVIEWED FOR CODE COMPLIANCE APPROVED SEP26 2011 City of Tukwila BUILDING DIVISION ECEIVE� KWIL CITYROFTUA SEP l :s 2011 PERMIT CENTER Fraser MetalWorks w Lij ca z < Z w z w p Y W co OFFICE: 360.868.2708 FAX: 360.426.4897 > N 8 AGENCY NO GRC.101,1 SHEET: OF 21 INDEX E3 JOB: 556338 i \i 3A I Li--- I i--- $---- 1--- 4---- 1-- -I - - -$ Trash Rack Frame Elevation DI View C -C A A 1B 1B \ II T I I\ I II I II ++ 1c I I I I 1 ..l I I I I I/ I I I II 1 11 I II 1F 1B / View B -B REVIEWED FOR CODE COMPLIANCE APPROVED SEP26 2011 City of Tukwila BUILDING DIVISION ECEIVE� KWIL CITYROFTUA SEP l :s 2011 PERMIT CENTER Fraser MetalWorks w Lij ca z < Z w z w p Y W co OFFICE: 360.868.2708 FAX: 360.426.4897 > N 8 AGENCY NO GRC.101,1 SHEET: OF 21 INDEX E3 JOB: 556338 0 3' -8 0' -2 (NI a 3' -185" D YP 5' -419" 6' -7 -4 A 1YP 1 0' -11 Part 1A- 2 ea. - C6 x 8.2 x 8'-0" 3' -2" 3 It 16 Section A -A Part 1B 2 ea. - C6 x 8.2 x 4' -0" 9'- 1032" N 0' —o2„ Section B -B (10 ea.) Detail pc mk "a" PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 1A 2 C6 x 8.2 8' -0" A36 GALV 1B 2 C6 x 8.2 4' -0" A36 GALV 2 b Flat Bar 4" x 1" 3' -112" A36 GALV 1C 2 C6 x 8.2 9' -112" A36 GALV 1D 2 C6 x 8.2 9' -112" A36 GALV 1F 2 C6 x 8.2 11'-2E" A36 GALV 10 a Flat Bar 2" x 22' 0' -3 2' A36 GALV 4' -114" 0.-114 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila Fu jii nlmr, 1)1VISK)fil 9' -1021" N� 9'-111" •-N Part 1D 2 ea. - C6x8.2x9. -112" •68. Part 1C 2 ea. - C6 x 8.2 x 91-11r 9.-7.1r8" 0 Section D -D 3' -0" i 5' -0" L 7' - 0" 11' -215" Part 1F 1 ea. - C6x8.2x11' -232" RECEIVED Seger @F JUKWILA SEP 1 2011 PERMIT CENTER Fraser MetalWorks 126 E. KNEELAND STREET AGENCY NO GRC.101.1 SHEET: 4 OF 21 INDEX: 8500(1 JOB: 556338 tYP 45.0 0 b V) 0 D Detail Pc Mk - c1a typ Section C -C b1, b2 or b3 11/16" b N) O QTY PC MK DESCRIPTION LENGTH MTL FIN D C c 4s. Qo" I o o 0 I 3 + c 4, -5" 1 Detail Pc Mk - c1a typ Section C -C b1, b2 or b3 11/16" b N) O REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION 12' -432" Detail Pc Mk - cl b 11' -432" 2' -8" O' -8" c1 3' -61 4' -516 D 0 0 '0_ 8' -632" 32 13' -0" Part 2A 1 ea. - C6 x 8.2 x 13' -0 7) PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN O O' c C 4s. Qo" A36 GALV 1 c1a I il 1 ° 1 lil I — — — -- C6x8.2 0' -1331» 2 4' -5,, C 2 b1 Flat Bari" x 1" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION 12' -432" Detail Pc Mk - cl b 11' -432" 2' -8" O' -8" c1 3' -61 4' -516 D 0 0 '0_ 8' -632" 32 13' -0" Part 2A 1 ea. - C6 x 8.2 x 13' -0 7) PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 2A c Frame 13' -0" A36 GALV 1 c1a C6 x 8.2 4' -5 1 clb C6x8.2 4' -5 2 b1 Flat Bari" x 1" 3' -11" 1 c2 C6 x 8.2 4'-1-8" 1 b2 Flat Bar 4" x 1" 4'- 1 -.4"" 2 c3 C6 x 8.2 0' -516" 2 b3 Flat Bar 4" x 1" o'-5f61" 4 k Flat Bar ." x 6" 0' -6" 4' -18" 32 c 0'-1-31" b,. - 4' -51 6 c Detail Pc Mk - c2 Detail Pc Mk "k" 0 O CITY REC OF Th EIVFRI LA SEP 1 a 2011 PERMIT CENTER 0' -6" Section D -D Detail Pc Mk - c3 / O 126 E. KNEE WEBSITE: www.frasemetalworks.com E N � _se a) am CM 2> 6(15 t 2 a- Zol U _ ,3 co AGENCY NO. GRC.1 D1.1 SHEET: 5 OF 21 INDEX Street 2 JOB. 558338 PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 3A 1 D C6 x 8.2 13' -0" A36 GALV 1 b4 Flat Bari" x 1" 12' -11Z" alB k 6 k Flat Bar 1" x 6" 0' -6" \1 D 3B 2 F L 4 x 4 x 1/4 4'-4-1x" A36 GALV 12' - 44" 12' -0" 8' -416" 0._ 8' -02" 0_3S . 4' -118" 4' -76" 0._4- 0' -73.' 0' -3" . :z: a 1.-11H" 8' -7" D 7' -2" F 4• -31i" D m 3' - 6A' F D D k m k alB k \ O / \1 D D D F 12' -74" D F h 12' - 44" 12' -0" 8' -416" 0._ 8' -02" 0_3S . 4' -118" 4' -76" 0._4- 0' -73.' 0' -3" . :z: a 2' -332" C 3' -1132" 5' -1132" 7 -032 9' -032.• 10' -832" 12' -83z" 13' -0" 3A - 1 ea. - C6 x 8.2 x 13'-0 - .. 3' -1 132" 0' -016" 0 • 4' -4�" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION 3B- 2 ea. - C6x8.2x4' -2 -1s" Section C -C b1, b2 or b3 0' -6" —3' N) 0 0' -1$" Section D -D cm o$11Su► SEP 13 2011 PERMIT CENTER Detail Pc Mk "k" Fraser MetalWorks 126 E. KNEELAND STREET rn a E N 8 , ai g")) < LL E o 4 2 N c _ co w co el H W cn 0 co 0 AGENCY NO GRC.101.1 SKEET: 8 OF 21 INDEX Sheet 3 JOB' 556338 1 1' -08" PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 4A 2 L4 x4 x 1/4 11-9 -8" A36 GALV 4B 1 Frame for Access Door A36 GALV 2 a4 L3x3x1/4 3' -74" 1 b5 Flat Bar 4" x 1" 3' -7 -4" 1 a5 L 3x 3x 1/4 V-11-1" 1 b6 Flat Bar 4" x 1" 1.-114' 2 b7 PI 4 x 1 O' -2" 4C 1 Access Door A36 GALV 4 a7 L1- 4x1 -4x1/4 1'- 11-'g" 2 b8 PI 4 x 2 0' -2" 0' -3" 0 1 1 -9" a4 cDP co 0 2 4A- 2ea.- L4x4x1/4x11' -9 -8" P 2 b typ 16 • 1 rOlct- 2' -6" 4B - 1 ea. - Hatch Frame REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION b5, b6 Section H -H Section K -K typ 3 16 I�IN NO O Section L -L 32 ECEIVED- CITY R OF TUKiMLA SEP 1 2011 PERMIT CENTER L 4C - 1 ea. - Hatch Door Frame Fraser MetalWorks w w D! w rn z< z w z w Y J . W W = t0 OFFICE: 360.868.2708 FAX: 360.426.4897 AGENCY NO. GRC.101.1 SHEET: 7 OF AL INDEX Sheet 4 JOB: 556338 1' -0" 11 spaces at 1' -0 = 12' -0" p F p F �1 F F T / 0' -48° oo. 3' -632" 4' -316" —I 8 —716 9' -432" 12' -7" 5A- 1 ea. - C6 x 8.2 x 13 -0 PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 5A 1 C6 x 8.2 13' -0 A36 GALV 6 p Flat Bar 2" x 6" 0' -6" A36 GALV 5B 1 C6 x 8.2 9' -3 R" A36 GALV r�o yA -of 13 �� yp 0' -116 0' -532" 8'-8" 1 6 9' -38„ 5B- 2 ea. - L4x4x1/4x9' -3 -$" Detail Pc Mk "p" Section F -F REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDIN , nivic,".. REC�EIVf�O CITYO N LA SEP 1 ° ZO11 PERMIT CENTER 0 4' -112" 8' -03 " 2 12' -1132" J- J 0 i TO LJ L I 0' -14" 2' -332" 3' -1139" 5' -1 18" 7' -01 g" 32 9' -01' 10' -832" 12' -88" 6A - 1 ea. - C6 x 8.2 x 13 -0 PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 6A 1 C6 x 8.2 13' -0 A36 GALV 2 p Flat Bar 2' x 6" 0' -6" 'IN 1 O 1 0' — 16 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION Um- 0' -216„ Detail Pc Mk "p" Section F -F Cm OF�TUKVNLA SEP 1 ? 2011 PERMIT CENTER N w ~ 0 ti w w L Y Q) w = W N N CO L LL OFFICE: 360.868.2708 FAX: 360.426.4897 E 8 0 3 m E 40) H N Ct] AGENCY NO GRC.101.1 SHEET: B OF L INDEX 51,606 JOB. 556338 (3) sp at 8" = 2' -0" 0' — 32 0' -532 0 0 0 U o Q 0) b, typ 0 0' —1032" 11» —732 2' -1 132 7A - 2 ea. - Side Trash Rack Frames PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 7A 1 Side Trash Rack A36 GALV 2 a Flat Bari" x 2" 2'-11-4" 6 b Flat Bar 4." x 2" 9'-11-B" 7B 1 Side Trash Rack A36 GALV 1 c Flat Bari" x 2" 3' -5" 1 d Flat Bar 4" x 2" 8' -10 -7/16 1 f Fiat Bar 4" x 2" 9' -5 -R" 1 g Flat Bar 4' x 2" 2'-6--2" 1 h Flat Bar 4" x 2" 4'-3-4" 1 k Flat Bar 4" x 2" 5'- 11 -16" 1 m Flat Bar 4" x 2" 7'-9" 7B - 2 ea. - Side Trash Rack Frames CODE COMPLIANCE APPROVED SEP 2 6 2011 �Y Tukwila Ci of .� BUILDING DIVISION CIry OF TUKWLA SEP 1 ^ 2011 PERMIT CENTER f SPA Fraser MetalWorks 126 E. KNEELAND STREET ,o co rn O OFFICE: 360.868.2708 FAX: 360.426.4897 [SHEET: GENCY NO. GRC.1 D1.1 10 OF 21 INDEX JOB: Sheet 7 556338 Section A -A A 111 4 3' -58" 5, -9„ A f8- L4x4x4 x5' -9" cmROiwu SEP 1 ^ 2011 PERMIT CENTER PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 8A 1 LH Side Trash Rack A36 GALV 1 a8 Flat Bari x 2 -1/2 6'-1-B" 9 b8 FB a x 3 11' -2 -16" 1 c8 C6 x 8.2 11' -2 -16" 2 d8 FB 1 x 4 5-9" 1 f8 L4 x4 x1/4 5' -9" 1 f8a PI . " x 4 -4 0' -4 -4" 1 g8 PI Z' x 6 6'-1-231" 9 6' -14" (8) sp. at 8" = 5' -4" 0' -33" 2 0 d8 f8 0 0 0 0 0 0 0 d8 b8, typ a8 0' -12" 2' -132" 3' -916" 5' -916" 6' -18" 8A - Front Trash Rack - LH Side --e--e-e----- 2-3 - 3' -1115. 5•_1115. g8 - 1 ea. - FBZ'x6 "x6' -1 -4" 5, -5'• 3' -0" - - -T ' REVIEWED FOR CODE COMPLIANC APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION 6g 11.-23 " b8 - 9 ea. FB x 3 x 11-2 4" f8a 6 1 1' -216" d8 - 2 ea. - C6 x 8.2 x 11-2 -17" Fraser MetalWorks 1- w w g o ❑ rn z < w z w 0 Y Ili = CO in OFFICE: 360.868.2708 FAX: 360.426.4897 WEBSITE: www.frasemetalworks.com AGENCY NO. GRC.101.1 SHEET: it. OF 21 INDEX: Sheet 8 JOB. 556338 i a9 (8) sp at 8" - 5' -4 0' -516 0 o O o o 000- [ 0' -4 " ' 2' -432„ 4,-4" 6' -032" 9A - Front Trash Rack - RH Side g9 d9 f9 d9 b, typ 6•-1f' 1' -2' 0 0 0 0.-2156- 3 -1O1 5' -1a' g9 -1 ea. - FB2'x6 "x6' -1 4" 5' -5 3' -0" n 0 PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 9A 1 RH Side Trash Rack A36 GALV 1 a9 Flat Bar z x 2 -1/2 9 b9 FB 4x3 1 c9 C6x8.2 2 d9 FB2x4 1 f9 L4x4x1/4 1 f9a PIZ "x4a 1 g9 PI2 "x6 11-2 -16" 1i-24" 5,-9" 5,-9" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION 11' -2i„ b9 - 9 ea. FB x 3 x 11'-2- 11' -216" d9 - 1 ea. - C6 x 8.2 x 11' -2 -17" Section A -A A 3' -58 5' -9,, A f9- L4x4x4 x5' -9" EEIV UK M CITY R OCF T A SEP 1 °2011 PERMIT CENTER 1 Fraser MetalWorks W g o 0 W w o Y W w x co u) OFFICE: 360.868.2708 FAX: 360.426.4897 E 8 E 10 co co W AGENCY NO. GRC.101.1 SHEET: 12 OF 21 INDEX Sheet 8 _ JOB: 558338 ■ 10A - (2) ea. Trash Rack Braces PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 10A 1 L 4 x 4 x 4 7'-10-L" A36 GALV 7 -832 0' -1 7' -1032" 10A- L4x4x4 x7'- 10 -32" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION CITY OFEaWILA SEP 1' 2011 PERMIT CENTER f 1 Fraser MetalWorks H w z• < w z w p Y w (O CO N OFFICE: 360.868.2708 FAX: 360.426.4897 E 1 cV Q o rn I— co O .� ZIP a U To- cn am 2a T2 0 0 AGENCY NO. GRC.101.1 21 SHEET: 13 DF INDEX: Sheet 10 JOB: 556338 3' -116 11 n a k 11A Handrail _n" „ 11C Handrail 4' -0" f� a k f k 11B Handrail PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 11A ONE HANDRAIL A36 GALV 2 a 1 4" SCHEDULE 40 PIPE 3.-8-r 2 b 1 -1" SCHEDULE 40 PIPE 3.-1-8" 2 c 1 4" SCHEDULE 40 PIPE 0' -7 -1" 4 f Kee Safety 45 -8 Crossover Fitting 2 k Kee Safety 115 -8 Wall Flange Fitting 2 s Kee Safety 45 -8 Crossover Fitting 11B ONE HANDRAIL A36 GALV 4 a 14" SCHEDULE 40 PIPE 3'-8-g" 4 h 1 - ;" SCHEDULE 40 PIPE 3'-9-hl" 2 j 1 -1" SCHEDULE 40 PIPE 3'-2-z" 4 m 1 -i" SCHEDULE 40 PIPE 0' -9" 8 f Kee Safety 45 -8 Crossover Fitting 2 k Kee Safety 115 -8 Wall Flange Fitting 11C ONE HANDRAIL A36 GALV 2 a 1 4" SCHEDULE 40 PIPE 3'-8-g" 2 b 1 -2' SCHEDULE 40 PIPE 3' -18" 2 c 1 -2" SCHEDULE 40 PIPE 0' -7 -2" 4 f Kee Safety 45 -8 Crossover Fitting 2 k Kee Safety 115 -8 Wall Flange Fitting 2 s Kee Safety 45 -8 Crossover Fitting REVIEWED FOR CODE COMPLIANCE APPROVED SEP 26 2011 Y of Tukwila Cit BUILDING DIVISION crriVanA SEP 1 22011 PERMIT CENTER Fraser MetalWorks 126 E. KNEELAND STREET o) rn v E m 8 • to 3 2 P E Q O N • N o 8 5 = °m W 1n Lij umJ O AGENCY NO GRC.101.1 SHEET: 14 OF 21 INDEX Sheet 11 JOB: 593338 s S One - 12 A - HANDRAIL k7 One - 12 C - HANDRAIL 7' -11" a -. ■• I ■;C h 0 b� k One - 12 D - HANDRAIL .B. . 1• k k One Each - 12B - HANDRAIL X 1, 0' -11 6" One Each - 12 G - HANDRAIL GATE m and n REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION k- One - 12 F - HANDRAIL typ PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 12A ONE HANDRAIL A53 GALV 3 a 1-4" SCHEDULE 40 PIPE 3'- 4" 4 b 1-1- SCHEDULE 40 PIPE 3'- 8" 2 d 1 -4" SCHEDULE 40 PIPE 0'- 6 Z" 2 g 1-4" SCHEDULE 40 PIPE 0' -10" 6 f Kee Safety 45 -8 Crossover Fitting 3 k Kee Safety 115-8 Wall Flange Fitting 12B ONE HANDRAIL 3 a 14' SCHEDULE 40 PIPE 3'- 4" 4 b 1 -}" SCHEDULE 40 PIPE 3'- 8" 2 d 14" SCHEDULE 40 PIPE 0'- 6 4" 2 g 1-1" SCHEDULE 40 PIPE 0' -10" 6 f Kee Safety 45-8 Crossover Fitting 3 k Kee Safety 115-8 Wall Flange Fitting 12C ONE HANDRAIL 1 a 1-1- SCHEDULE 40 PIPE 3'- 4" 2 c 1-4" SCHEDULE 40 PIPE 1' -1" 2 f Kee Safety 45-8 Crossover Fitting 2 s Kee Safety 45 -8 Crossover Fitting 1 k Kee Safety 115 -8 Wall Flange Fitting 12D ONE HANDRAIL 1 e 14- SCHEDULE 40 PIPE 3'- 10" 1 h Kee Safety Custom 115-8 Wall Flange Fitting 1 k Kee Safety 115 -8 Wall Flange Fitting 12F HANDRAIL A53 GALV 1 e 1-41" SCHEDULE 40 PIPE 3'- 10" 2 c 14- SCHEDULE 40 PIPE 1'- 1" 2 f Kee Safety 45-8 Crossover Fitting 1 h Kee Safety Custom 115-8 Wall Flange Fitting 1 k Kee Safety 115-8 Wall Flange Fitting 2 m Kee Safety 78 -8 Eye Fitting 2 n Kee Safety 83-8 Pin Fitting 4 r Kee Safety 25-8 Three Socket Tee 12B GATE A53 GALV 2 t 1-4" SCHEDULE 40 PIPE T-11" 2 v 1 -4" SCHEDULE 40 PIPE 3' -3" 1 x 1-4. SCHEDULE 40 PIPE 7'- 841" Field Bolts: (22) ea. Z" diameter Hi1ti Hit TZ with H IT HY 150 MAX RECEI CITY OF TVUKKW ED IIA SEP 1 ' 2011 PERMIT CENTER Fraser MetalWorks 1- w g rn m 0 °) Z w 111 Y L~JLI w = CO rn N OFFICE: 360.868.2708 FAX: 360.426.4897 E U e) E 4Q) rn 0 N_ 1. L cri 0 0) C 2 - ' � I2 rn o O o U = U R3 ''E^ VJ AGENCY NO, GRC.101.1 SHEET: 15 OF 21 INDEX: Sheet 12 JOB: 556338 0'- o 0 h, typ k,tyP Splice Detail NI- t k, typ h, typ ID 1 1 /16" dia Ladder Detail PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 13A LADDER A36 GALV 2 a FB 8" X 2 -2' 12'-61" 2 b FB $" X 2 -2" 11' -6" 2 c FB 8' X 2 -z" 0' -8" 22 d ROD 4' 1' -34" 2 f ROD y" 1' -111" 14 h FBa "X3" 0. -3i" 14 k FB 8" X 3" 0' -6 e" 2 m TS 2 -z x 1 -2 x 1/4 1' -6" 2 p TS 2 -1 x 1 -z x 1/4 3'-6-8" 2 r TS 2 -2 x 1 -Z x 1/4 4' -5" 2 s FB 8" x 24" 1' -1" 2 t FB 4" x 2 -2" 0'-8" 1' -6" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION ECEIV CITY ROF TUK MLA SEP 1 0 2011 PERMIT CENTER Fraser MetalWorks a E g 1 N LL E W Z N ZI- ccoo 5 Y _, co LLI = ccoo Cjj (/) C7 I- V W co o co w '' O 1 N tV < D1 61 > 2a 5 0 0 AGENCY NO. GRC.101.1 SHEET: 16 OF 21 INDEX: Shoot 13 JOB: 556338 (12) Sp at 8" = 8' -0" 14A - TRASH RACK d, typ a c PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 14A TRASH PACK A36 GALV 2 a14 TS 2- x x a" 8' -5-18" LO REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila Divisio 1 RECEIVED Cmf OF TUKWILA SEP 1 " ZU11 PERMIT CENTER r Fraser MetalWorks 126 E. KNEELAND STREET OFFICE: 360.868.2708 FAX: 360.426.4897 WEBSITE: www.frasemetalworks.com AGENCY NO GRC.101.1 SHEET: 17 OF 21 INDEX Sheet 14 JOB' 556338 2 b14 FB }" X 2 -}• 9'-6 -' 4 c14 L 2 -} x 2 -4 x 41• 9. -6-i. 13 d14 FB }• X 2 4" 8' -518" LO REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila Divisio 1 RECEIVED Cmf OF TUKWILA SEP 1 " ZU11 PERMIT CENTER r Fraser MetalWorks 126 E. KNEELAND STREET OFFICE: 360.868.2708 FAX: 360.426.4897 WEBSITE: www.frasemetalworks.com AGENCY NO GRC.101.1 SHEET: 17 OF 21 INDEX Sheet 14 JOB' 556338 ry>3/16 "> typ 3/16" I 8' -5" 8' -12' 1' -5" —1- el 5 el 5 f15 0 —98" 14B - TOP STRONG BACK f15 f15 NN O 11 0 0 0 0 0 0 0 0' -416 1 6 5' -28" 8' -416" 9' -28" 9' -64" f15 Section A -A I 0 tY> 3/16" > 3/16" e15 C-011" f15 Detail f15 8' -5" PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 15A TOP STRONG BACK A36 GAL 1 d15 W4 x 13 9'-6;" 4 e15 PI } x 2 -3' 0'-2-1," 4 f15 L24x24x }" 0' -4" 15B BOTTOM STRONG BACK A36 GAL 1 d15 W8 x 13 9' -6 4" 4 e15 PI } x 2 -3" 0'-2-4 4 f15 L2Zx2 -4x}" 0' -4" 8' -12" 1 -5" el5 RE VIEWED FOR CODE COMPLIANCE APPROVED SEP 262011 City of Tukwila 1.UILDINO DIVISION e15 f15 0' - 98" 8 9' -64" 14B - BOTTOM STRONG BACK f15 f15 0' -46" 16 9' -28" 9 ' -64" f1 5 GTY OF T�UKWILA SEP 1 ' 2011 PERRAITCENTER J DESIGNED BY; GRAV1TEC m m � U o 0 N 8 • Fraser MetalWorks OFFICE: 360.868.2708 FAX: 360.426.4897 E 3 c, E cp Z 0 N AGENCY NO GRC.101.1 SHEET: 18 OF 21 INDEX Sheet 15 JOB: 556338 h> 3/16" b16 IM IN BIM (5) sp at 8" — 3' -4" 0'- j16 h16 g16 f16 e16 /r d16 c16�_ 6'-011-6" a16 16A and 16B - SIDE SCREEN FRAME FRAME 16B, 16A, LEFT _ RIGHT hand hand RIGHT SIDE SCREEN ELEVATION O 0 k16 O 0 O O LEFT SIDE SCREEN ELEVATION PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 16A RIGHT SIDE SCREEN A36 GALV 1 a16 FB 1 x 2 -}" 6'- 04" 1 b16 FB } x 2 -}' 1-6-l" 1 c16 FB } x 2 4" 0' -6-4' 1 d16 FB } x 2 -3' 0' -10-3" 1 e16 FB } x 2 4" 0' -11 -1" 1 f16 FB } x 2 - }" 1'-111g" 1 g16 FB } x 2 4" 1' -2 -i" 1 h16 FB } x 2 -}' 1' -33" 1 j16 FB } x 2 -3" 1'- 5-;ig" 1 k16 FB } x 2-4" 6' -1-" 16B LEFT SIDE SCREEN A36 GALV 1 a16 FB } x 2 -4" 6'- 01'6" 1 b16 FB } x 2-I'' 1' -6-}}" 1 c16 FB } x 2 -3" CE-6-fig" 1 d16 FB } x 2 -3" 0' -10 -3" 1 e16 FB } x 2 - }" 0'-11-1" 1 f16 FB } x 2 -3" 1'-1 -ii" 1 g16 FB } x 2-1" 1' -2 -p" 1 h16 FB }x2 - }" 1'-33" 1 j16 FB } x 2 4' 1' -54" 1 k16 FB } x 2 4" 6' -1 4" 5, - 78" 2' -316" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION 9/16" dia. typ 0' -3" 0' -3" 6'— 1$" 0' -3" Detail for k16 tf # VI��U CIS a nF "Ir 1KIMLA SEP 1 1.; 2011 cetiffx Fraser MetalWorks OFFICE: 360.868.2708 FAX: 360.426.4897 E 8 N 3 N E y I11 Io co di 2z AGENCY NO GRC.101.1 SHEET: 19 OF 21 INDEX: Sheet 16 JOB: 556338 0'- 1 -1/4" RI hi Detail Pc Mk "b17" 0 3/16" CITY OF TUKVWLA SEP 13 2011 PERMIT CENTER PART NO. QTY PC MK DESCRIPTION LENGTH MTL FIN 17A 2 TOP SCREEN STANCHION A36 GAL\ 2 a17 TS 2 0 X 2 -2 X 5/16 0.-114" 2 b17 FB 4 x 22" 0' -2 -2" 2 c17 PI 4 x 7 -4" 1' -0" 4 d17 FB 4 x 22" 0' -4 -4" 2 f17 FB 4" x 2-3" 0'-3-4" 2 g17 PI 4 x 7 -4" 0.-8-1," 17B 2 BOTTOM SCREEN STANG!' ION A36 GAL\ 2 a17 TS 2-0(2-IX 5/16 1.-9-i" 2 b17 FB 4 x 22" 0' -22" 2 c17 PI 4 x 7 -1" 1' -0" 4 d17 FB 4 x 2 -2" 0' -4-1" 2 f17 FB4 "x22" 0' -32" 2 g17 PI 4 x 7 -4" 0'-8-A" Hardware: 4 Pipe Spacer in x 2 -2" 0'-8-1," GAL\ 28 FB 8" dia A325 w /Nut & Washer 0'-4" N 0 all 1' -9 " 1' -0" O 0 0 O 0 0 c17 al 7 d17 A325 $" dia x 4" long bolts, typ g17 17A TOP SCREEN STANCHION CONNECTION Detail Pc Mk "c17" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 262011 City of Tukwila J BUILDING DIVISION I d17 A325 8" dia x 4" long bolts, typ 17B BOTTOM SCREEN STANCHION CONNECTION Detail Pc Mk "g" 0 ,0 -1 4' E' Detail Pc Mk "f17" 0 a17 1 G17� c17 b17 Details for 17A or 17B Fraser MetalWorks 126 E. KNEELAND STREET 0) v E • 8 o � co C) LL E Z N .4 1-C N• co H U Cr) 0 C0 N N 0) Q m ej 2a 0 U AGENCY NO. GRC.101.1 SHEET: 20 OF 21 INDEX Sheet 17 JOB: 558338 NOTES - GUARDRAIL SYSTEM: 1. DESIGN LOAD = 200 LB AT TOP RAIL. 2. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL REGULATORY ANSI AND OSHA REQUIREMENTS. 3. THIS GUARDRAIL SYSTEM SHALL NOT BE USED TO HOIST MATERIALS OR EQUIPMENT. NOTES - FABRICATION: t PLATE, SOLID ROD, ANO CHANNEL MATERIAL SHALL BE ASTM GRADE A36 OR STRONGER. 2. ALL HSS COMPONENTS SHALL BE ASTM A500 GRADE B OR STRONGER 3. ALL WELDS SHALL BE IN ACCORDANCE WITH AWS 011 STANDARD. 4. ALL WELDERS SHALL BE QUALIFIED UNDER AWS 01.1 STANDARD. 5. ALL METAL EDGES AND CORNERS SHALL BE FINISHED TO PREVENT SNAGGING OF EQUIPMENT AND CLOTHING. 6. NO SUBSTITUTES ARE PERMITTED. 7. ALL HOLES SHALL BE OVERSIZE DIAMETER. 8. TOLERANCES UNLESS OTHERWISE SPECIFIED: • LINEAR.: 1/16" • ANGLES : 0.50' NOTES - FINISH GALVANIZED SPECIFICATION: 1. ALL FABRICATED STRUCTURAL SHAPES SHALL BE HOT DIP GALVANIZED PER ASTM A123. 2. ALL EXPOSED THREADS SHALL BE BRUSHED AFTER GALVANIZING TO REMOVE EXCESS MATERIAL. 3. FIELD TOUCH UP AS NECESSARY USING COLD GALVANIZING SPRAY. NOTES - INSTALLATION: 1. ALL FIELD CONNECTIONS SHALL BE BOLTED TYPICAL. UNLESS NOTED OTHERWISE. 2. ALL BOLTS MUST BE GRADE A325 OR STRONGER. UNLESS NOTED OTHERWISE. 3. NO SUBSTITUTES TO MATERIALS IS PERMITTED. 4 ALL CONCRETE ANCHORS MUST BE HILTI ANCHORS. 5. ALL 111LT1 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 6. ALL BOLTED CONNECTIONS SHALL HAVE LOCTITE APPLIED PRIOR TO FINAL ASSEMBLY. 7. ALL FASTENERS. COMPONENTS. ANO SUPPLIED PARTS SHALL BE HOT DIP GALVANIZED OR BETTER. B. ALL MEASUREMENTS TO BE SITE VERIFIED. DRAWING SHEETS: 01.0 GENERAL NOTES 02.0 TOWER ELEVATIONS 03.0 LOWER PLATFORM ASSEMBLY G3.1 DEBRIS RACK ASSEMBLY 63.2 DEBRIS RACK ASSEMBLY, UPPER PLATFORM GUARDRAILS ASSEMBLY, AND PLATFORM FRAMING ASSEMBLY G3.3 UPPER PLATFORM ASSEMBLY 64.0 LADDER ASSEMBLY AND TOWER GUARDRAILS ASSEMBLY G4.1 TOWER GUARDRAILS ASSEMBLY HILTI HIT -TZ & HIT -RTZ ADHESIVE ANCHOR SYSTEMS: 1. DRILL HOLES WITH ANSI 8212.15 MATCHED TOLERANCE CARBIDE TIPPED DRILL BITS WITH DRILL IN ROTO- HAMMER RODE OR USE A MATCHED TOLERANCE DIAMOND CORE DRILL BIT OF DIAMETER SPECIFIED BY HILTL 2. DRILLED HOLE SPECIFICATIONS (DIAMETER & DEPTH) SHALL COMPLY WITH HILTI SPECIFICATION OR ICC ESR 1562 AND ICC ESR -1967. 3. ALLOWABLE LOADS MAY BE INCREASED BY 33 -1 /3X FOR SHORT -TERM WIND OR SEISMIC LOAD RESISTANCE IAW ICC ESR 1562 OR ICC ESR -1967 UNLESS NOT PERMITTED BY THE APPLICABLE BUILDING CODE. 4. WHEN CONDUCTED, PROOF TEST ANCHORS IN THE FIELD TO 150 -200X OF HILTI PUBLISHED ALLOWABLE TENSION LOAD UNLESS NOTED OTHERWISE IN A PROOF TEST LOAD TABLE. TORQUE TESTING IS NOT PERMITTED. 5. ANCHORS SHALL BE TIGHTENED WITH A CALIBRATED TORQUE WRENCH. USE OF AN IMPACT WRENCH IS NOT PERMITTED. 6. CONTACT HILTI TECHNICAL SUPPORT AT 1- 800 - 879 -8000 FOR ADDITIONAL ASSISTANCE WITH HIT -TZ /RTZ ANCHOR INSTALLATIONS. INSTALLATION INSTRUCTIONS FOR HIT HY 150/HY 150 MAX ADHESIVE WITH HIT -TZ /RTZ ROD: 1. DRILL ANCHOR HOLE WITH A MATCHED TOLERANCE CARBIDE TIPPED DRILL BIT OR MATCHED TOLERANCE DIAMOND CORE BIT, (SEE NOTE 1 ABOVE). TO SPECIFIED EMBEDMENT DEPTH. 2. PUT ADHESIVE REFILL PACK INTO DISPENSER HOLDER. REMOVE CAP COVERING THREADED PROJECTION. 3. SCREW ON STATIC MIXER NOZZLE. 4. PUT HOLDER /CARTRIDGE INTO APPROPRIATE DISPENSER AND DISCARD THE FIRST TWO TRIGGER PULLS OF ADHESIVE FROM EACH REFILL PACK /CARTRIDGE. 5. INJECT ADHESIVE INTO HOLE STARTING FROM THE BOTTOM OF THE HOLE UNTIL 1/2 TO 2/3 FULL. USE MIXER FILLER TUBE EXTENSIONS WHEN NEEDED TO REACH THE BOTTOM OF THE HOLE. IF HOLE IS FULL OF WATER, FILL ENTIRELY WITH ADHESIVE. 6. UNLOCK DISPENSER. 7. INSERT HIT -TZ /RTZ ROD. DO NOT TWIST DURING INSERTION. 8. ANCHOR MAY BE ADJUSTED DURING SPECIFIED GEL TIME. 00 NOT DISTURB ANCHOR BETWEEN SPECIFIED GEL AND CURE TIMES. 9. AFTER FULL CURE TIME, APPLY SPECIFIED TORQUE AS REQUIRED TO SECURE FASTENED ITEM. DO NOT EXCEED SPECIFIED MAXIMUM TORQUE. 10 REFERENCE TABLES BELOW FOR ACCEPTABLE SPECIFICATIONS. HIT HY 150 MAX/HY 150 INSTALLATION SPECIFICATION TABLE FOR HIT -TZ /RTZ RODS: FOT -TZ RW STIE DETAILS IN 5/8 1/2 4,. BIT DIAMETER IN 111E 9/16 hr ' h,.. IN 4 3 -1/2 STANDARD EMBEDMENT 1 : USABIE IIEEAO LENGTH IN 1 -1116 5-11116 MAX TOTE HIT -TZ FT 18 75 30 HIT -RTZ FT L8 50 20 TORQUE :. h : MN BASE MATERIAL 04 6 5 -1/4 THICKNESS ty : MAX THICKNESS IN 2 -1/4 1 -1/2 FASTFNEO HILTI HIT- TZ/HIT -RTZ INJECTION ADHESIVE ANCHOR: gitmovvvvv..or I go L iEV'}L�EC FOR COMPLIANCE PPROVED P 2 6 2011 Icwl is 6RAVIiEC SYSTEMS INC' of Tu NG DIVISION RECEIV,I�_ CITY OF TU I A SEP1 2011 PERMIT CENTER stma 3 F u D } P U•LIC WORKS DRRB'. *ENGINEERING* STREETS •WATER •SEWER* BUILDING + 753 9th 1117 Broacxay Avenue N Suite 501 Seattle. WA Tacoma WA 98109 (206) 98402 286 -1640 (253) 627 -0720 www!yg mm BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS dale revisions G1.0 14/28 file no seale woes date 6 /11 25' </-; . • . . a : ° / 2. 4 4 a . • ad a 8' 6' DAVIT ARM AND CONNECTION INTO TOWER SUPPLIED BY CITY OF TUKWILA. INSTALLED BY CONTRACTOR. TOWER GUARDRAILS ASSEMBLY PER 4/64.0 DAVIT EXTENSION AS REQUIRED SUPPLIED BY CITY OF TUKWILA. INSTALLED BY CONTRACTOR. DAVIT BASE SUPPLIED BY CITY OF TUKWILA INSTALLED BY CONTRACTOR LADDER ASSEMBLY PER 1/04.0 (E) TOWER UPPER PLATFORM GUARDRAILS PER 7/632 UPPER PLATFORM ASSEMBLY PER 1/63.3 NOTE DEBRIS RACK NOT SHOWN FOR CLARITY. PLATFORM FRAMING ASSEMBLY PER 1/G3.2 LOWER PLATFORM ASSEMBLY PER 1/63.0 TOWER S. ELEVATION 1/4• = TOWER GUARDRAILS ASSEMBLY LADDER ASSEMBLY EXISTING TOWER UPPER PLATFORM GUARDRAILS UPPER PLATFORM ASSEMBLY • • GDAVIIEC SYSTEMS INC' a • • • • 4 • • • • • • 'a • a° • • 4 • 4 e • • a a • PLATFORM FRAMING ASSEMBLY LOWER PLATFORM ASSEMBLY • 12" ./- • • 12" ./- 64tI REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION NOTE: DEBRIS RACK NOT SHOWN FOR CLARITY. CITY R OF TU ECEIV,D_ LA SEP 1 :2011 PERMIT CENTER TOWER W. ELEVATION 1/4' = 1' —O- P LLB' LIC WORKS DEPT. • ENGINEERING* STREETS •WATER• SEWER *BUILDING by date designed jam 6/11 dram jom 6/11 checked sot 6/11 ytOj ek 6/11 P>ti] dD' Geld bk no �PQ 753 915 Avenue N Seattle. WA 98109 (206) 286 -1640 vwx l 19 ow 1117 BroaAray Suite 501 Tacoma. WA 98402 (253(627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS date 16891003 rG2.0' 15/28 , file no se* I/4' = 1•—O• dale 6/11 ° • P • E • E • • a a 3 a • 3 : • • • • • . • , • a • ° A • • a a 6•_6• a • .4 • • ,• a • • . • 4 - - 12" ./- 64tI REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION NOTE: DEBRIS RACK NOT SHOWN FOR CLARITY. CITY R OF TU ECEIV,D_ LA SEP 1 :2011 PERMIT CENTER TOWER W. ELEVATION 1/4' = 1' —O- P LLB' LIC WORKS DEPT. • ENGINEERING* STREETS •WATER• SEWER *BUILDING by date designed jam 6/11 dram jom 6/11 checked sot 6/11 ytOj ek 6/11 P>ti] dD' Geld bk no �PQ 753 915 Avenue N Seattle. WA 98109 (206) 286 -1640 vwx l 19 ow 1117 BroaAray Suite 501 Tacoma. WA 98402 (253(627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS date 16891003 rG2.0' 15/28 , file no se* I/4' = 1•—O• dale 6/11 8 1 2/G3.0 (OP HAND) V -0- (TYP) 44/63.1 (OP HAND) 3/633 (OP HAND) 3/G3.3 ® 4/63.1 3/G3.0 © 2/G3.0 4 3/8" 1 4 e RIM JOIST TYP) - C6X8.2 LATERAL SUPPORT (TYPI - L4X4X1/4 4' -11 1/2" (TYP) 2/G3.0 13' PER 4/63.0 (TYP) 45' LOWER PLATFORM ASSEMBLY 1/2' = 1' -0' 1/4 (TYP) COPE TO FIT 1/16" LATERAL SUPPORT PER 1/63.0 FRAMING JOIST TAB - PLT 112X6 01/2" HEAVY HEX A325 BOLT ASSEMBLY RIM JOIST PER 1/63.0 LATERAL SUPPORT CONNECTION° DETAIL 1 1/2' = 1' -0' iGDAUITEC SYSTEMS INC" C' t ` OISTO. 3" 05/8' GALVANIZED HILTI HIT TZ WITH HIT HY 150 MAX RIM JOIST PER 1/63.0 RIM JOIST CONNECTION DETAIL 1 1/2' = 1' -0' (GRIND BACKER OFF AFTER WELD) RIM JOIST PER 1/G3.0 RIM JOIST CONNECTION ° DETAIL 3' =1' -0' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION RECEIV P CITY OF TU LA SEP 1 2011 PERMIT CENTER P UP _,I C WORKS' DEPT. * ENGINEERING* STREETS *WATER * SEWER *BUILDING * by designed drann Checked Tirol ang Prot dQ field bk no tom 551 eje date 6/11 6/11 6/11 6/11 753 915 Avenue N Seattle. WA 98109(206) 286 -1640 war 199 cam 1117 Broadway Sane 501 Tacoma. WA 98402 (253) 627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS revisions G3.0 16/28 file no scale varies date 6/11 2/G3.1 0 3 'VT (TYP) ---I r. 2-r (TYPI 1' -8" ITYPI 2'0(TYP) 1' -1' P. 2" (TYPI I- T 5/6" (TYPI 3 11/16- ITYPI - 1L19 • • 3' 15/16" (TYP) —� r ITYP) — T -4 1/4' -- L€E1 -- 4 1/2" 6 1/4' • • KEE WALL FLANGE BOLTS THROUGH BOTH RIM JOIST AND TOP PLATE (TYP) EFT �3' • 1 V 2" ITYPI —I I l�- 3 1/T (TYPI —I 2' -0' ITYPI • (TYP) • 1' - -8" ITYP) — 2' -0" (TYP) i' -0" UPPER PLATFORM PER 1/G33 TOP PLATE - PLT 1 /2X6 RACK BAR ITYPI - PLT 1/4X3 FRAME (TYPI - CX8.2 SECURING BACK PLATE (TYP) - PLT 1/2X4 SECURING BACK BRACE (TYP) - L4X4X1/4 BACK BRACE (TYPI - L4X5X1 /4 BOTTOM PLATE - PLT 1/2X21/2 LOWER PLATFORM ASSEMBLY PER 1/G3.0 DEBRIS RACK ASSEMBLY = 1-0' PER 4/53.1 3/G3.1 RNVIIEC SYSTEMS INC" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING D�, 3/8' = 1' -0' K UPPER PLATFORM ASSEMBLY PER 1/G3.3 TOP PLATE PER 1/63.1 RACK BAR PER 1/63.1 3- 01/2" HEAVY HEX A325 BOLT ASSEMBLY 1/4 (TYP) DEBRIS RACK CONNECTION AO DETAIL 1 1/2' = GYP), 1/4 LOWER PLATFORM ASSEMBLY PER 1/63.0 COPE TO FIT 01/2" HEAVY HEX A325 BOLT ASSEMBLY BACK BRACE PER 1/G3.1 LOWER BRACE TAB - PLT 1/ 2X6 E,Q_ CITY RE OCEIVF TU LA SEP 1 2011 DEBRIS RACK MO DETAIL 1 1 /2' = R P (J13LI C WORKS D.EYP T •ENGINEERING* STREETS •WATER •SEWER •BUILDING * by designed jom drain on dale elected 851 Prot eoi Prot dir field fit no eje 6/11 6/11 6/11 6/11 IQ 753 9111 Avemme 14 Seattle. WA 1117 Broad ay Suite 501 Tacoma. WA 98109 (206) 98402 286 -1640 (253) 627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS dale revisions G3.1 17/28 Me no scale varies dale 6/11 w RACK BAR PER I/G3.1 BACK BRACE PER 1/G3.1 01/2" HEAVY HEX A325 BOLT ASSEMBLY UPPER BRACE TAB - PLT 1/2X4 3/4X4 3/4 DEBRIS RACK CONNECTION CO DETAIL 1 1/2' = RACK BAR PER 1/G3.1 REVIEWED FOR CODE COMPLIANCE APPROVED 01/2" HEAVY HEX A325 BOLT ASSEMBLY BOTTOM PLATE PER 1/63.0 LOWER PLATFORM ASSEMBLY PER 1/63.0 DEBRIS RACK CONNECTION DO DETAIL 1 1/2' = 101/2" (TY))) 10' UPPER PLATFORM PER 1/G3.3 RACK BAR (TYP) - PLT 1 /4X2 SUPPORT STYPI- C6X8.2 A jL 1 Y -0' (TYP) r -0" (TYP) LOWER PLATFORM J r PER 1/G3.0 3' -O" 811/16" r -9" PLATFORM FRAMINGO ASSEMBLY 3 /8' = 1' -0" SEP 2 6 2011 flAVI1EC SYSTEMS 17,107' City of Tukwila BUILDING DIVISIO FI' 1go �o KEE KEE SAFETY 45-8 CROSSOVER ELBOW PIPE 11/2 STANDARD (TYP) KEE SAFETY 115 -8 WALL FLANGE (TYP) 01/2' HEAVY HEX A325 BOLT ASSEMBLY 3 1" T" 1— 196 alb SECTION SUPPORT PER (/63.2 SUPPORT TAB - PLT 1/2X2 1/2 01/2' HEAVY HEX A325 BOLT ASSEM LOWER PLATFORM ASSEMBLY PER 1/G3.0 FRAMING CONNECTION DETAIL 1 1/2" = 1' -0" tifor6911 I} 1 RECEIVED la® CITY OF TULA SEP 1 2011 PERMIT CENTER UPPER PLATFORM GUARDRAILS O 3 ASSEMBLY 3/B" = RACK BAR PER 1/632 UPPER PLATFORM ASSEMBLY PER ASSEMBLY 1/63.3 SUPPORT TAB PER 2/G3.2 01/2" HEAVY HEX A325 BOLT ASSEMBLY ITYP) SUPPORT ITYP) PER ASSEMBLY 1/63.2 FRAMING CONNECTION DETAIL 1 /2- = 1' -O" P U1,13 I, W01QKS DEPT *ENGINEERING• STREETS •WATER +SEWER •BUILDING * by date designed dram eb ice+ sst Pi MI Poi du field bk no eje 6/11 6/11 6/11 6/11 7539th Awame N Seatue, WA 98109 (206) 286.1640 VAN,/ 109.cam 1117 Broadway Suite 501 Tacoma. WA 98402 (253) 627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS date revisions /G3.2� 18/28 , Me no stale rodeo date 6/11 91/T 4- — 9 1 /2" — 4. r 3' 5' -0" SECTION SUPPORT PER (/63.2 SUPPORT TAB - PLT 1/2X2 1/2 01/2' HEAVY HEX A325 BOLT ASSEM LOWER PLATFORM ASSEMBLY PER 1/G3.0 FRAMING CONNECTION DETAIL 1 1/2" = 1' -0" tifor6911 I} 1 RECEIVED la® CITY OF TULA SEP 1 2011 PERMIT CENTER UPPER PLATFORM GUARDRAILS O 3 ASSEMBLY 3/B" = RACK BAR PER 1/632 UPPER PLATFORM ASSEMBLY PER ASSEMBLY 1/63.3 SUPPORT TAB PER 2/G3.2 01/2" HEAVY HEX A325 BOLT ASSEMBLY ITYP) SUPPORT ITYP) PER ASSEMBLY 1/63.2 FRAMING CONNECTION DETAIL 1 /2- = 1' -O" P U1,13 I, W01QKS DEPT *ENGINEERING• STREETS •WATER +SEWER •BUILDING * by date designed dram eb ice+ sst Pi MI Poi du field bk no eje 6/11 6/11 6/11 6/11 7539th Awame N Seatue, WA 98109 (206) 286.1640 VAN,/ 109.cam 1117 Broadway Suite 501 Tacoma. WA 98402 (253) 627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS date revisions /G3.2� 18/28 , Me no stale rodeo date 6/11 4' 4' -5" ITYP) ® 3/633 (OP HAND) 8" Y 1' -- 3/G3.3 Y -5" 4 1 RIM JOIST (TYPI - C6X8.2 LATERAL SUPPORT (TYP) - L4X4X1 /4 • 8' ,oicrrwa L \•41eY /d \�� ACCESS DOOR SUPPORT (TYP) - L3X3X1 /4 ACCESS DOOR ASSEMBLY PER 4/G33 GRATING STRONG AXIS FULL WIDTH (TYP) NOTE: GRATING NOT SHOWN FOR CLARITY. 4 0 T -13/16 2' 6" 8 5/16" 3/G3.3 3/63.3 (OP HAND) 2'-10 1/16' 1 2/63.3 (OP HAND) 13' Y 615/16 2/G3.0 2/63.3 3'- 115/16" 2/G3.0 (OP HAN01111■ PER 4/63.0 (TYPI UPPER PLATFORM° ASSEMBLY 1/2' = 1'-0' GRATE FRAME PER 5/G3.3 MCNICHOLS GW -100A GRATE RIM JOIST (TYP) PER 1/63.3 LATERAL SUPPORT TAB ITYP) - PLT 1/2X6 COPE TO FIT LATERAL SUPPORT ITYP) PER 1/G33 /2" HEAVY HEX A325 BOLT ASSEMBLY (TYP) 1 1/2' (TYP) 7777777 1775747 EY -1 i pry 1/2' 1 7/16' 2 3/4" 11/2' 1 1/2" 7/16' - -^ 2 7/16' PLATFORM BRACE CONNECTION® DETAIL 1/2' = ITYP) SYSTEMS INC' 1/4 MCNICHOLS GW -100A GRATE RIM JOIST PER 1/63.3 ACCESS DOOR SUPPORT TAB - PLT 1/2X5 COPE TO FIT ACCESS DOOR SUPPORT PER 1/G3.3 4 1/2' 05/8" GALVANIZED HILTI HIT T2 WITH HIT HY KO MAX ACCESS DOOR SUPPORT CONNECTION ® DETAIL 1 1/2' = 1'-0• r -r 45'/ L. 6/G33 INOTE: GRATING NOT SHOWN FOR CLARITY (TYPI 5/03.3 Ito REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION' r -51/r -- • ACCESS DOOR ASSEMBLY 1 1/2' = 1' -0' SECTION MCNICHOLS GW -100A GRATE GRATE FRAME ITYP) - PLT 114X1 ACCESS DOOR FRAME ITYP) - L1 1/4X1 1/4X1/4 11/2' ITYP) A 7/8" 1/4' ITYP) - - -II- -- 01/2' HEAVY HEX A325 BOLT ASSEMBLY (TYP) HINGE TAB (TYP) - PLT 1/4X13/4X13/4 ACCESS DOOR SUPPORT PER 1/633 FLOOR ACCESS DOOR DETAIL 1 1/2' = MCNICHOLS GRATE CLIP SPACED 12" O.C. GRATE FRAME PER 5/633 ACCESS DOOR FRAME PER 5/633 GRATE PER 5/633 2 r_ (TYP) ACCESS DOOR STOP (TYP) - PLT 1/4X1X2 ACCESS DOOR SUPPORT PER 1/G33 RECEIVE CITY OF TU LA SEP 1 2011 PERMIT CENTER FLOOR ACCESS DOOR DETAIL 1 1/2' = 1' —O' WEI C TY 0I ?IC S DEPT. • ENGINEERING* STREETS *WATER •SEWER *BUILDING • 753 911 1117 Broadway Avenue N Suite 501 Seattle. WA Tacoma WA 98109 (2061 98402 288 - 1640 (253) 627 -0720 www I6p.wm BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS no date revisions G3.3 19/28 Me no scale vcoies dale 6/11 • ( ITYP AT HSS) 2" 7" 3' -6' SIDE PLATE TO BE WELDED TO SIDE OF WALKTHROUGH 11"" WALKTHROUGH - HSS 2 1/2X1 V2X1/4 ITYP) TOP RUNG FLUSH WITH TOP OF TOWER RUNG - 03/4" SOLID ROD ITYP) SIDE PLATE - PLT 3/8X2 1/2 (TYP) I- (TYP) 1 1/4" ITYP) PER 2/64.0 (TYP) 1/4 PER 3/64.0 LADDER ASSEMBLY 1/4" = 1' -(r REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila ING DIVISION 5 5/8" 01/2' A325 HEAVY HEX BOLT ASSEMBLY SPLICE - PLT 1/4X2 1/2X8 ITYP) ELEVATION 1 1/4" 0 0 0 0 1" (TYP) r (TYP) LADDER SPLICE CONNECTION O DETAIL 1 1/2" = 1' -0" SECTION iGRAVITEC SYSTEMS INC' 6v:030711 FOOTING - PLT 3/8X3X3 3/4 SIDE PLATE PER 1/64.0 01/2' GALVANIZED HILTI HIT TZ WITH HIT HY 150 MAX LADDER ASSEMBLY PER 1/G4.0 NOTE LOCATE LADDER CENTERED BETWEEN VERTICAL PIPES. p 40,L=3 TOP RUNG MUST BE FLUSH WITH WALKING SURFACE NOTE CUSTOM KEE SAFETY 115 -8 WALL FLANGE TO BE SUPPLIED BY MANUFACTURER. CUSTOM WALL FLANGE SHALL HAVE BOTTOM REMOVED AND PIPE WILL PASS THROUGH. 2 1SI WELDED GATE CONN A PER 2/04.1 WELDED GATE CONN B PER 3/64.1 GATE LATCH I 7' -11" ' PER 1/64.1 LADDER CONNECTION 3 DETAIL O 3" = 1' -0' F KEE SAFETY 78 -8 EYE FITTING (TYP) KEE SAFETY 83 -8 PIN FITTING (TYP) CUSTOM KEE SAFETY 115 -8 WALL FLANGE (TYP) 01/2" UBOLT ASSEMBLY AROUND PIPE 31/2 STANDARD ITYP) KEE SAFETY 25-8 THREE SOCKET TEE (TYP) KEE SAFETY 15 -8 90 DEGREE ELBOW ITYP) KEE SAFETY 45-8 CROSSOVER (TYP) PIPE 11/2 STANDARD (TYP) it— SAFETY 115-8 WALL FLANGE ITYP) r 0VY NILTI HIT TZ WITH HIT HY 150 MAX 4F 1. -9" 1' -9- 0 a 3' -9 1/4" 3' -9 1/4" 4 3/4" B' -3 1/2" 10 3/4" 3' -9 1/4" 3' -9 1/4" 44 3/4" RECEI V CITY OF TU P LA SEP 1 2011 PERMIT CENTER TOWER GUARDRAILS ASSEMBLY 3/8' = 1' -O" P UPLIC WORKS DES° T. +ENGINEERING +STREETS +I PATER* SEIPER +BUILDING « 753 9N Avenue N Seattle, WA 98109(206) 286 -1640 yam ea can 1117 Broadway Suite 501 Tacoma WA 98402 (253) 627 -0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS D0 daft • G4.0 20/28 , 6lteo BC8It varies dale 6/11 1 CHAIN TAB- PLT 1/4X2X/2 PER 1/64.1 PER 1/64.1 PADLOCK 01/4" CHAIN PIPE PER 4/63.1 GATE STOP - 1/4X3 1/2X4 UBLIC WORTS DEPT. • ENGINEERING • STREETS •WATER •SEWER * BUILDING by deed jarl dram ore date checked etq dv sot Pro Pre field bk no ele 6/11 6/11 6/11 6/11 75380 1117 Broadway Avenue N Suit 501 Seattle. WA Tacoma. WA 98109(206) 98402 286 -1640 (253) 627 -0720 vow/ ap9 can WELDED GATE CONNECTION B DETAIL 3' = BID DOCUMENTS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2011 is City of Tukwila DIVISION 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS RECEIVE� CITY OF TUKWILA SEP 1 2011 PERMIT CENTER G4.1 21/28 Me no date revisions 3" =P -0" dale 6/11