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HomeMy WebLinkAboutPermit D10-312 - PATRIOT LOGISTICS - EXIT DOORPATRIOT LOGISTICS 410 ANDOVER PK E EXPIRED 06-26-11 D10 -312 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 0223400071 Address: 410 ANDOVER PK E TUKW Suite No: Project Name: PATRIOT LOGISTICS DEVELOPMENT PERMIT Permit Number: D10 -312 Issue Date: 12/28/2010 Permit Expires On: 06/26/2011 Owner: Name: R2R INVESTMENTS LLC Address: 7979 S 180TH ST , KENT WA 98032 Contact Person: Name: FRED BARBER Address: 7979 S 180 ST , KENT WA 98032 Phone: 206 310 -9007 Contractor: Name: OWNER AFFIDAVIT - FRED BARBER Phone: Address: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CUT EXTERIOR WALL TO CREATE EXIT DOOR AND INFILL INTERIOR DOORWAY (CREATE 7000 SF AREA FOR SEPARATE TENANT) Value of Construction: $4,500.00 Fees Collected: $490.25 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 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 doc: IBC -7/10 D10 -312 Printed: 12 -28 -2010 Permit Center Authorized Signature: • ()A • Date: 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permi Signature: Date: t Z l Z- 8 2 0 10 Print Name: fizo O t� ��- 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 CONDmONS * ** 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: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: 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. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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 D10-312 Printed: 12 -28 -2010 14: ** *FIRE DEPARTMENT CONDITIONS * *. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 17: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 18: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 21: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 min) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 22: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4)(INCLUDING EXTERIOR EXIT EMERGENCY LIGHT.) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -312 Printed: 12 -28 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. • l `^ L 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 King Co Assessor's Tax No.: 02_/_1140 t:A/� 1 Site Address: -1 IO (VS O00t 1L. fli=tak E --r(JWsYSt,A to A Suite Number: Tenant Name: IPfli R.i Cir New Tenant: �] Yes ❑ ..No Floor: Property Owners Name: 122 R 0eS Ta r•-crS � L Mailing Address: 179 S. I O' 5 i V \a\11 I W P- City 3-i- tate Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: f-,,,,c. D ,fH? O Q� Mailing Address: 717 i 5 , I8o' S i 1T 1 c.d Fs ci go City State Day Telephone: (2.c.%) iO - 1 L? v Zip E -Mail Address: r2ED (3 12 2(v CD, M& N . Co rl Fax Number: Llama ' a5 I — 3s 3 GENERAL CONTRACTOR INFORMATION — _ • - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip 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: A Mailing Address: D LY toPiNt I61 kaU KIk el W_V Contact Person: -T t- t 'f-(1 -&s O i o o 1� E -Mail Address: Fax Number: (_ya'S) .5-5- - 0760 City State Zip Day Telephone: (2 D(„;.) H:lApplications\Ponns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION - 206 = 431''=3671) • Valuation of Project (contractor's bid price): $ 1j ;500 - do Existing Building Valuation: $ Scope of Work (please provide detailed information): C-07- Lo A -L TO L.31- -;- cal ELY Z-i oCccZ S ?BIZ cro 6AY 0,1119V 1'01 It UL, u t6twllt V' V Will there be new rack storage? ❑ Yes ilk 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: XSprinklers IX Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If ''yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safe y 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.\ApplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor I,Oo D 1000 "d 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: XSprinklers IX Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If ''yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safe y 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.\ApplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 • 0 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: OR AUTHORIZED AGENT: Print Name: Mailing Address: 5` 7 1 5- 1 --c3 741 Date Application Accepted: Day Telephone: City Date: `1 � ? ot) 3to -cc67 State Zip Date Application Expires: I t--` Staff Initials: H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7.2010 bh Page 6 of 6 City of Tukwila . Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: Address: Suite No: Applicant: 0223400071 410 ANDOVER PK E TUKW PATRIOT LOGISTICS RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -312 ISSUED 11/17 /2010 12/28/2010 Receipt No.: R11 -00523 Initials: User ID: Payee: JEM 1165 Payment Amount: $63.00 Payment Date: 03/17/2011 11:35 AM Balance: $0.00 FRED BARBER, SPECIALTY WIPERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 033340 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 03 -17 -2011 Parcel No.: Address: Suite No: Applicant: City of'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us 0223400071 410 ANDOVER PK E TUKW PATRIOT LOGISTICS RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -312 APPROVED 11/17/2010 Receipt No.: R10 -02567 Initials: WER User ID: 1655 Payment Amount: $183.30 Payment Date: 12/28/2010 09:18 AM Balance: $0.00 Payee: FRED BARBER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. FINANCE ACCOUNT ITEM LIST: Description 183.30 Account Code Current Pmts BUILDING - NONRES 000.322.100 Total: $183.30 doc: Receiot -06 183.30 City of Tukwila 6200 Southcenter Blvd, Tukwila, WA 1 Finance Department 1036201 -1 12/28/2010 BR1 T108 Tue Dec28,2010 09:23AM Trans #6 -7 6 $183.30 DCDGEN - DCD Permits Plus General Fund ID: IOT LOGISTICS Secondary ID: FRED BARBER 7 $180.00 DCDGEN - DCD Permits Plus General Fund ID: EWC GROUP Secondary ID: FRED BARBER 2 ITEM(S): TOTAL: $363.30 Visa PAID $363.30 www.ci.tukwila.wa.us 206 - 433 -1835 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http:/lwww.ci.tukwila.wa.us Parcel No.: 0223400071 Address: 410 ANDOVER PK E TUKW Suite No: Applicant: PATRIOT LOGISTICS RECEIPT Permit Number: D10 -312 Status: PENDING Applied Date: 11/17/2010 Issue Date: Receipt No.: R10 -02323 Initials: User ID: Payee: JEM 1165 Payment Amount: $306.95 Payment Date: 11/17/2010 09:03 AM Balance: $0.00 FREDBARBER, SPECIALTY WIPERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 076988 ACCOUNT ITEM LIST: Description 306.95 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $306.95 183.30 119.15 4.50 doc: Receiot -06 Printed: 11 -17 -2010 ENGINEERING FILE COPY Permit No.. STRUCTURAL DESIGN FOR NEW MAN DOOR AND STEEL EXIT STAIRS FOR EWC GROUP, INC. PCL WAREHOUE PLAN 410 ANDOVER PARK E TUKWILA, WA 98188 November 11, 2010 [B &T Project No. 10107] B & T Design & Engineering, Inc. 117 P.O. Box 595 • Issaquah, WA 98027 • Office: 425 -557 -0779 • Fax: 425457-076 REVIEWED FOR CODE COMPLIANCE Auxam IVED DEC 222010 City of Tukwila BUILDING ()IUISIfN RECEIV CITYOFTU LA NOV 17 2010 PERMIT CENTER • B&T Design & Engineering, Inc. 10107 - 410 Andover Park E . (425) 557 -0779 Stair Loading & Criteria DL (psf) = LL (psf) = Duration Factor = Additional DL (plf) = Stringers: Member: Horizontal Length (ft) = :10.0 1.0 .. 1 5.58 Total uniform design Toad (plf) = 218 Maximum Bending force (K -ft) = 0.85 Maximum End Reaction (K) = 0.61 Material Properties: Fy (ksi) = E (ksi) = Max. Deflection [U ?] = Stair Width (ft) = Tread (in) = Riser (in) = a(deg)= . ;:.5 .29,000 = 4:00 11.0*- 6:856 31.9 MCI0x8.4 Steel Stair Design Page 1 11/10/2010 Sx (in "3) = 6.39 Okav Sreq'd 0n 113) = 0.31 Ix (in ^4) = 31.9 Okav Ireq'd (in ^4) = 1.44 Wt (plf) = 8.4 B&T Design & Engineering, Inc. (425) 557 -0779 Landing: Member: Length (ft) = T.W. (ft) = P (lb) = furthest distance from support "a" (ft) = Total uniform design Toad (plf) = 157 Maximum Bending force (K -ft) = 0.80 Maximum End Reaction (K) = 0.88 5.0 1..42 • 609 -4.0- Member: 4'... Length (ft) = " 5.0 T.W. (ft) = 2.75 P (lb) = 0 furthest distance from support "a" (ft) = 0.0 Total uniform design Toad (pif) = 297 Maximum Bending force (K -ft) = 0.93 Maximum End Reaction (K) = 0.74 10107 - 410 Andover Park E Try: Sx (in "3) = 4.35 Ix (in ^4) = 13.1 Wt (pif) = 8.2 C6x8:2 Steel Stair Design Page 2 11/10/2010 Sx (in"3) = 4.35 Okay Sreq'd (in ^3)= 0.29 Ix (in ^4) = 13.1 Okay Ireq'd (in ^4) = 0.46 Wt (pif) = 8.2 C6x8.2 Okay Sreq'd (in "3) = 0.33 Okay Ireq'd (in "4) = 0.86 B&T Design & Engineering, Inc. 10107 - 410 Andover Park E (425) 557 -0779 Handrails: Posts: height (ft) = Max horizontal post spacing (ft) = Top rail design Toad (pif) = 68 Maximum Bending force (K -ft) = 0.60 Maximum Reaction at base (K) = 0.20 ;2.50- Sx (in "3) = 0.235 Okay ix (in"4) = 0.195 Okay Wt (plf) = 2.27 Steel Stair Design Page 3 11/10/2010 Sreq'd (in "3) = 0.22 Ireq'd (in" 4) = 0.18 B &T Design & Engineering, Inc. (425) 557 -0779 10107 - 410 Andover Park E Panel Opening Page 1 11/10/2010 d V P vIt 05 -02 -2011 FRED BARBER 7979 S 180 ST KENT WA 98032 City of f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D10 -312 410 ANDOVER PK E 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 06/26/2011. 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 06/26/2011, 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, '3>cAILP Bill Rambo Permit Technician File: Permit File No. D10 -312 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • • B .& T DESIGN & ENGINEERING, INC. P.O. BOX 595 • ISSAQUAH, WA 98027 (425) 557 -0779 • (425) 557 -0765 (FAX) City of Tukwila December.13, 2010 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Attention: Allen Johannessen, Plans Examiner Re: Correction.Letter ##1 Development Permit Application Number D10 -312 Patriot Logisitcs — 410 Andover Pk E Dear Mr. Johannessen, - The• following numbered responses are in direct correlation with the comments in your letter: 1.) See Wedge Anchor note in the General Notes on Sheet A1.1 2.) See General Notes and Table 1704.3 on-Sheet A1.1 We are enclosing -four. (4) copies of the revised'plans. Please call if you any questions regarding the enclosed response letter items. • • . Jim Trueblood Vice - President CORRECTION ECEIVE DEC . 17 2010 PERMITCONTER • • it ;,�` a nv. �1,` ��% Jim Haggerton, Mayor ep.- irtment of Community December 1, 2010 Fred Barber 7979 S 180 St Kent, WA 98032 (�3 et/elopment Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D10 -312 Patriot Logistics — 410 Andover Pk E Dear Mr. Barber, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -312 W:\Permit Center \Correction Letters \2010\D10-312 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 m Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: November 30, 2010 Project Name: Patriot Logistics Permit #: D10 -312 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide wedge bolt specifications for the anchor bolts indicated. Bolt specifications shall refer to ICC ESR -# with special inspection recommendations. 2. Provide a quality assurance table for any special inspection requirements relative to anchor bolts and steel manufacturing. (IBC 1704, 1705 & 1709) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PE'1Iv1COPY = CAWY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -312 PROJECT NAME: PATRIOT LOGISTICS SITE ADDRESS: 410 ANDOVER PK E Original Plan Submittal DATE: 03 -03 -11 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: dion n Pubic o s 0 ' Fide Prevent on Structural Wit c'1�Ut Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-08-1 1 Not Applicable Comments: 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 *. Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 04 -05-11 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 'PERM UM COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -312 PROJECT NAME: PATRIOT LOGISTICS SITE ADDRESS: 410 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 12 -17 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Rcild ir l3ivllon Public Works Fire Prevention Structural n Planning Division ❑ Permit Coordinator GJ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-21-10 Complete Incomplete Not Applicable Comments: 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 Structural Review Required No further Review Required td REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 01 -18-11 Not Approved (attach comments) 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 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -312 DATE: 11/17/10 PROJECT NAME: PATRIOT LOGISTICS SITE ADDRESS: 410 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENT �uii ding fv,� Ign Public Work( ' V IAA Aitoc r Prevention � Ing D�s `1 0 F1 Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 11/18/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route EL Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/16/10 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: l' -\_'1V Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PROJECT NAME: , ■O LC) s4-■(s PERMIT NO: 1 U - 3 1 SITE ADDRESS: -p 4 ' T_ t ORIGINAL ISSUE DATE: to- ,26-1,1 REVISION LOG REVISION NO. DATE'RECEIVED STAFF INITIALS STAFF INI S ISSUED DATE STAFF TIALS 1 3 -1 1 _ Sununary of Revision: 01, ill h - Summary of Revision: C vv 2 s- m i'rs �ro-v -- f r V t 46 ti. 0 6' 0 Received by: o ,_-fl ONR 3 _ REVISION NO. • DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Sununary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE . STAFF INTIIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 I 3 120/ I Ilan Check/Permit Number: D - 3 1 2- O Response to Incomplete Letter # ❑ Response to Correction Letter # "Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: pRT12Zo-T 'LcG Project Address: .F1 N Do O R P A-Q K . Contact Person: r�� Q Opt R 3 E✓ r Phone Number: C2 O(,) 3 1 Q - ; 007 Summary of Revision: \ C1 ceso.. C NCTZ -t= i L TO RECEIvED Orr OFTUKW ILA MAR 03 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center b : Y Y Entered in Permits Plus on H:\Applicat0onsTorms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8- 13.2004 Revised: 7 -2010 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: II/ Plan ChecWPermit Number: 4 0 1 0. 3 1 1.■ ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: ►ST I c,5 ef-; 17,442-g_ 6 Contact Person: _____I j t-t ! t4.36I5Umo p Phone Number: `'Loft., 9 5 ¢. 9 aze, Summary of Revision: ,ate ( a6 Gibt -i etz-Ac L. 5-rj2.,.J c pct p 1-rj -% c 6 F.x�t.,'r S i,kedzfirJ (1 C. I N - EcG'r mJ DEC 11 MO PERatrr CENTF4 Sheet Number(s): 111/4 1- J -"Cloud" or highlight-all areas7of revision including date of vfo Received at the City of Tukwila Permit Center by: �- Entered in Permits Plus on D--(1-40 4Q H:\Applications\Fonns- Applications On Lme\2010 Applicat,ons \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • CITY OF TUKWILA - Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431-3665 E -mail: tukplan@ ci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: l U- J I aL STATE OF WASHINGTON) ) ss. COUNTY OF KING ) f12 E ® Gft413 c7L , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 13, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. . % i .IL day of Owner /Owner's Agent* Signed and sworn to before me this 140T , 20 1/ . Q/ Y PUBLIC in and for the State of Washington Residing at /n Name as commissioned: My commission expires: , County 140 - )eYe O s -29 (/ 18.27.090 Exemptions. The regiillion provisions of this chapter do not apply t• 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contr.-rids-for a project with a registered contractor, except that this`exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter,19.28 RCWSthat employs a certified journeyman electrician; a;eertified-residential specialty electrician, or an electridal�'trainee meeting the requirements of chinpter,1g.28 RCW to perform plumbing work that is incidentally; directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small:hpusehold utilization equipment that requires limited electric•power and limited waste and /or water connections. Artelectrical'trainee must be supervised by a certified elet:ti•idian'while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. EXISTING NEW 04/ GRADE :r1171:i.1 I =1. 11 =11' = X11 == F1' 11 =11=1 11:= 11: 711 WA �1�-1= n= u-11 =II h roi 1 -1. -II'- 11 =11 =11 11 .11= 11 =11 = 1 !11 = 11�Ih11 =11 -1111. 11=11 LEFT ELEVATION NEW EXISTING RIGHT ELEVATION SCALE : 1/4 = N -0" GRADE a= ur =u =u= nr =u =r�= a =u�u= =rI =rI =u� ' :11 X111 Tin � Is;lf ,tl tl �IJI'1t IC� I I1i117f.1 .II #1L- III =110, _ 111 =11 :II II'll ��--�� ii=ml1 11IIol=il . -r. X11. = II 11- wit=111 71511E =11= 11-11':=11 11=1=1 = 11`'=1 it I —ll.:I ' rrr FRGNT ELEVATION NEW MAN –DOOR BY OTHERS EXISTING EXTERIOR WALL %!' / / / /�' N g . 0D I -, d a 16" SQ.x18" DCEP CONC. PAD W/ (2) #4 BARS E.W. (TYP. 4x4) PILE COP Porni Ran review ate. Is subject to ems and omissions. Approval of consbutdion documents does not authorize the violation of any adopted code or odnance. Receipt of approved , , - s ' and wagons ac UION Ot BY City MIN* BUILDING DIVISION 2x- 12 - STRIN( c)9 I. C� — �- 2x12 STRING 111 f_1 ER :R 5' 6 2x12 STRINGER LSSU26 HANGER VLTYP. © STRINGER UCZ28 HANGERS THIS JOIST ONLY FLOOR io 0 FRAMING SCALE : 1/4 = NEW MANDOOR BY OTHERS SCALE : 1/4 = 1' -0" NOTE: ALL NAILS, SCREWS, BOLTS, ECT. IN CONTACT WITH PREASSURE TREATED MATERIAL SHALL BE STAINLESS STEEL. (2) 'BS W/ #4AR CONT. -0» EXISTING EXTERIOR WALL i 5' -4" 2 nu�H ROSS DECKMAN & ASSOCIATES, INC. 207 FOURTH AVENUE SOUTHEAST PUYALLUP, WASHINGTON 98372 ifl' V P: 253 . 840 . 9405 7 ETREAD• RISER ` ®.- • 3850 REGISTERED x 1- ARCHITECT !� , ■U. RO S D CKMAN STATE OF WASHINGTON RY S1 n PLAN SCALE : 1/4 = '-o" EX JUN 262011. AEVI tONS No changes shat be n a a to the scope of work without prior approval of Tukwila Building division. NOTE: Revisions will require a new plan sal and may include additional plan review tees. SIMPSON A24 W/ 1/2" THRU BOLT & 1 /20x6" LAG BOLT P.T. 2x_ DECKING P.T. 2x8 JOIST C 16" o.c. 0 0 P.T. 4x8 ECC46 P.T. 4x4 RAIL POST SIMPSON ECC46 P.T. 4x4 SCALE 1"=1'-0" 3' -0" MIN. P.T. 2x4 TOP RAIL W/ CHAMFERED TOP PRE - MANUFACTURED CONTINUOUS HANDRAIL CO 36" FROM TREAD NOES ATTACH TO 4x4 POST OER MANUF. P.T. OR CEDAR 2x2 SPACED CO 4" OR LESS P.T. OR CEDAR 1x4 EACH SIDE OF 2x2 TOP & BOTTOM P.T. 2x4 BOTTOM RAIL P.T. 2x_ DECKING CONT. P.T. 4x4 POST BEYOND P.T. 2x8 JOIST C� 16" o.c. Lam/ TYPICAL GUARD RAIL SCALE 1"=1'-0" I ll 1 1I - P.T. 4x4 RAIL POST SIMPSON A24 W/ 1/2" THRU BOLT & 1/20x6" LAG BOLT P.T. 2x_ DECKING I1 1/ 1 1 0 0 CC46 P.T. 2x8 JOIST ® 16" o.c. P.T. 4x8 SIMPSON CC46 P.T. 4x4 EXISTING EXTERIOR WALL SCALE 1"=1'7.0" P.T. 4x4 RAIL POST P.T. 2x12 STAIR STINGER 4 : SIMPSON A24 EXTEND BOLT THRU RAIL POST ® EDGE STRINGERS 1/2 "x6" EXPANSION ANCHOR GRADE 1' -4” I I I , , , I I I , I I I I „ 1 I II, III 1= 1111111 III =I I III � -III I: III VIII VIII III =11 wiiillliiillliiillliiillliiill STAIR STRINGER FOOTING SCALE 1 "= CXNIiotCIi JUN 20 2011 D.T. 4x4 SIMPSON CB44 =II(2) #4 BARS I EACH WAY 1 —I TOP & BOTTOM 111= i =11 I— = 111 III II =111— I� III,, a REVIEWED FOR CODE COMPLIANCE APDQfvFD MAR 102011 igiofTula�a BUILDING DIVISION GRADE 'a 1' -4” SQ. s CO TYPICAL POST FOOTING SCALE 1"=1'-0" 010- 3lz Al nu�H ROSS DECKMAN & ASSOCIATES, INC. 207 FOURTH AVENUE SOUTHEAST PUYALLUP, WASHINGTON 98372 P: 253 . 840 . 9405 F: 253 . 840 . 9503 3850 REGISTERED ARCHITECT !� , RO S D CKMAN STATE OF WASHINGTON RY S1 PLAN DETAILS REVISIONS RECEIVED MAR 0 3 2011 PERMIT CENTER JOB NO. 1106 ISSUE DATE 2 -18 -2011 REV. DATE DRAWN BY DA cucc-,- Al GENERAL NOTE CODE: INTERNATIONAL BUILDING CODE -- 2009 EDITION ALL ASTM's CALLED OUT ARE TO BE THE LATEST EDITION UVE LOADS ROOF STAIR WIND SEISMIC ZONE 25 PSF (SNOW) 100 PSF 85 MPH, EXPOSURE "B" .. SITE CLASS "D" SITE DESIGN CATEGORY "D" SEISMIC USE GROUP I IE = 1.0 SDS = 1.0 FOUNDATION FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: FOOTING BEARING PRESSURE:.... 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED STRUCTURAL FILL (33X INCREASE FOR WIND OR SEISMIC) LATERAL EARTH PRESSURE' 35 PCF EQUIVALENT FLUID PRESSURE (ACTIVE) 250 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) COEFFICIENT OF FRICTION' 0.35 ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1' -6" BELOW FINISH GRADE. SLABS AND FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL ALL COMPACTED TO 95X MAXIMUM DRY DENSITY PER ASTM D -1557. CONTRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE OF BUILDING PERIMETER. fcc = 2500 psi FOR FOOTINGS & SLABS ON GRADE (UNINSPECTED — 5 1/2 SACK MIX) WORKING STRESS DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND AG CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 5" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3X TO 6X AIR BY VOLUME. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) EXCEPT ALL #4 SLAB DOWELS SHALL BE GRADE 40 (fy= 40,000 psi). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAIUNG REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS .. 3 INCHES FORMED SURFACES ... WEATHER & EARTH FACE ... 1 1/2 INCHES INTERIOR FACE 3/4 INCHES MISCELLANEOUS STEEL PLATES MISCELLANEOUS STEEL PLATES SHALL CONFORM TO ASTM A36 (fy= 36,000 PSI). WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS -- USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.C. APPROVED EQUAL NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL HAVE MINIMUM EMBEDMENT PER IBC TABLE 1911.2. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL BEAMS CONFORMS WITH TUBE COLUMNS CONFORM WIN MISC STEEL PLATES CONFORM WIN STEEL PLATES AT MOMENT FRAMES CONFORM WIN WELDHEAD STUDS CONFORM WIN BOLTS (WOOD TO STEEL) CONFORM WITH BOLTS (STEEL TO STEEL) CONFORM WIN ASTM A992 (Fy= 50,000 PSI) ASTM A500 GRADE B (Fy= 46,000 PSI) ASTM A36 (Fy= 36,000 PSI) .... ASTM A572 (Fy= 50,000 PSI) ... ASTM A108 (Fy=46,000 PSI) ASTM A307 ASTM A325N PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER IBC TABLE 1911.2 FOR CONCRETE. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELDHEAD STUDS. WEDGE —BOLT ANCHORS WEDGE —BOLT ANCHORS SHALL BE TRUBOLT WEDGE ANCHORS OR APPROVED EQUAL AND SHALL BE IMPERIAL —SIZED STEEL THREADED STUD WITH AN INTEGRAL CONE EXPANDER AND A THREE— SEGMENT EXPANSION CUP. THE STUD SHALL BE MANUFACTURED FROM CARBON STEEL AND THE EXPANSION CLIP SHALL HAVE TWO UNDERCUTTING EMBOSSMENTS PER SEGMENT AND BE MANUFACTURED FROM 316 STAINLESS STEEL THE ANCHOR SHALL HAVE BEEN TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED CONCRETE PER ACI 355.2 AND ICC —ES AC 193. ANCHORS SHALL BE TRUBOLT RED HEAD TYPE ANCHORS OR APPROVED EQUAL AND SHALL BE INSTALLED FOLLOWING MANUFACTURER'S INSTRUCTIONS. DRILLED HOLES SHALL BE SIZED FOR DIAMETER AND DEPTH PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE SPECIAL INSPECTED FOR HOLE SIZE AND DEPTH PRIOR TO ANCHOR INSTALLATION. IF ANCHORS ARE INSTALLED WITHOUT INSPECTION, EACH ANCHOR SHALL BE TORQUE TESTED TO MANUFACTURER'S FOOT/POUND SPECIFICATIONS BASED ON DIAMETER OF ANCHOR. TORQUE TESTING OF ANCHORS WILL BE REQUIRED TO BE DONE BY A SPECIAL INSPECTION AGENCY APPROVED BY THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT PRIOR TO TESTING. TIMBER 2X MEMBERS 4X MEMBERS 6X MEMBERS LUMBER NOT NOTED TO BE H.F. #2 (Fb =1270 psi REP.) D F #2 (Fb =1080 psi) D F #1 (Fb =1350 psi) D.F. #2 BOLTS IN WOOD CONFORM WIN ASTM A307 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST EDITION." BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WIN STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONRETE SHAU. BE PRESSURE TREATED. SILL PLATES SHALL BE BOLTED TO THE FOUNDATION W/ 1/2 "0 X 10" A.BOLTS SPACED AT 6' —O" ON CENTER MAXIMUM. PLATE WASHERS A MINIMUM OF 2" X 2" X 3/16" THICK SHALL BE USED ON EACH BOLT. ALL NAILS ARE "COMMON" UNLESS INDICATED OTHERWISE. MINIMUM NAILING PER IBC TABLE 2304.9.1 S4S TYPICAL UNLESS NOTED OTHERWISE. SUBSTITUTION OF OTHERS SPECIES WITHOUT WRITTEN APPROVAL OF NE ENGINEER IS PROHIBITED. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.C. APPROVED EQUAL ALL CONNECTORS FOR PRESSURE TREATED LUMBER AND ALL NAILS IN EXTERIOR SHEATHING SHALL BE HOT— DIPPED GALVANIZED. NAIL ALL HOLES WIN NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED OTHERWISE ON DRAWINGS. ANCHOR BOLTS INTO CONCRETE SHALL HAVE MINIMUM EMBEDMENT PER IBC TABLE 1911.2. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER IBC CHAPTER 17, SECTION 1704 AND ARE TO BE BY AN INDEPENDENT TESTING LAB AND APRROVED BY NE OWNER AND BUILDING DEPARTMENT AND ENGAGED BY AND PAID FOR BY THE OWNER PRIOR TO STARTING CONSTRUCTION. FOUNDATION: REINFORCING: WELDING: INSPECT FOOTINGS AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO INSURE MATERIAL IS DRY AND DENSE. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NO11FY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. WEDGE ANCHOR: SPECIAL INSPECTION IS REQUIRED. SPECIAL CONDITIONS CONTRACTOR SHAU. NO11FY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS WHICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIONS SHOULD BE CALLED TO OUR ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION (TABLE 1704.3 IBC 2009) VERIFICATION AND INSPECTION IcoousI PERIODIC I SREFERENCED TANDARD ° I IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH — STRENGTH BOLTS, NUTS & WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. — X AISC 360, SECTION A3.3 AND APPUCABLE ASTM MATERIAL STANDARDS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. _ X — — 2. INSPECTION OF HIGH — STRENGTH BOLTING: a. SNUG —TIGHT JOINTS. — X AISC 360, SECTION M2.5 1704.3.3 b. PRETENSIONED AND SUP— CRITICAL JOINTS USING TURN —OF —NUT WITH MATCH MARKING, TWIST —OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. _ X c. PRETENSIONED AND SUP— CRITICAL JOINTS USING TURN —OF —NUT WITHOUT MATCH MARKING, OR CALJBRATED WRENCH METHODS OF INSTALLATION. X — 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD— FORMED STEEL DECK: a. FOR STRUCTURALL STEEL, INDENTIFICATION MARKINGS TO CONFORM TO AISC 360. _ X AISC 360, SECTION M5.5 b. FOR OTHER STEEL, INDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. — X APPUCABLE ASTM MATERIAL STANDARDS c. MANUFACTURER'S CERTIFIED TEST REPORTS. — X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. — X AISC 360, SECTION A3.5 AND APPUCABLE AWS A5 DOCUMENTS — b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. _ X — — 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL AND COLD— FORMED STEEL DECK: 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X — AWS D1.1 1704.3.1 2) MULTIPASS FILLET WELDS. X — 3) SINGLE —PASS FILLET WELDS > 5/16" X — 4) PLUG AND SLOT WELDS. X — 5) SINGLE —PASS FILLET WELDS S 5/16" - X 6) FLOOR AND ROOF DECK WELDS. — X AWS D1.3 b. REINFORCING STEEL.: 1) VERIFICATION OF WELDABIUTY OF REINFORCING STEEL OTHER THAN ASTM A 706. _ X 2) REINFORCING STEEL— RESIST1NG FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X - AWS D1.4 ACI 318: SECTION 3.5.2 3) SHEAR REINFORCEMENT. X — 4) OTHER REINFORCING STEEL — X 6. INSPECTION FO STELL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING. — X — 1704.3.2 b. MEMBER LOCATIONS. — X c. APPUCATION OF JOINT DETAILS AT EACH CONNECTION. _ X 0 WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. z x to 0 w 4RESERVED1 PARKING II STATI MAILED PARKJNO Pe�artT. IMMO INTERNATIONAL SIGN OF ACCESSIBILITY LETTERING PER ICC /ANSI A117.1 CHAPTER 7 LETTERING SHALL BE WHITE ON A BLUE BACKGROUND SIGN TO BE POSTED ON VAN ACCESSIBLE, STALL ONLY FINISH GRADE 0 PARKING STALL TYPICAL ACCESSIBLE PARKING SIGNAGE NO SCALE xr., JUN 2 8 2011 SEPARATE PERMIT REQUIRED FOR E eci a nic0i Electrical 'lumbing Giltras Piping City of Tukwila .., 4,A DIVISION REVISIONS No changes shall be made to the scope of v'ork without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FI COPY Permit No. V t ' 31 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approv :i )t+ Copy and corgis is acknowledged: By t I20 P° Date: IE) EXIT DOOR & STAIR TO GRADE City Of lbkw11a BUILDING DIVISION • • uJ 0 0 0 L_ (E) PLC STORAGE (E) EWC STORAGE (UNDER SEPARATE PERMIT! INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING 7 • • . NEW GATE IN (E) FENCE NEW COMPACTED GRAVEL PATH TO GATE NEW EXIT DOOR & STAIR TO FINISHED GRADE 10 FENCE 0 0 le) ASPHALT RAMP SIGN MARKED W/ INTERNATIONAL SYMBOL, OF ACCESS & BEARS THE WORDS "STATE DISABLED PARKING PERMIT REQUIRED ". SIGN SHALL Be 60" MINIMUM ABOVE PARKING SPACE GRADE TO BOTTOM OF SIGN. LOCATE ADDITIONAL SIGN STATING "VAN ACCESSIBLE" BELOW PREVIOUS SIGN.. 1 0 0 0 0 l SITE PLAN 0 10 20 SCALE: 1"=20' 40 CORRECTION LTR# BK171 11E13 JUN 28 2011 REVIEWED FOR CODE COMPLIANCE ADDOAVFD DEC 2 2 2010 City of Tukwila BUILDING fIVISIGN RECEIVED DEC 17 2010 PERMIT CENTER boo- 312 m 0 to 41 C .... = i DESIGN A V1 W a- o w wa J > J 0 oche Z� d .- U 3 PROJECT 10112 DATE 11/16/10 DRAWN NH CHKD. JT SHEET : A1.1 OF I 245' -0" 50' -0" 65' -0" 65' -0" 65' -0" C= t.3 4 cirdia (E) EWC OFFICE - (E) EXIT DOOR STAIR (E) EWC STORAGE IUNDER SEPARATE PERNITI F /S1.1 SIM RAMP UP TO 0.H. DOOR i/r/vrr 4/Z EXIT PATHWAY ;Z:7/7 A NEW 2 X 4 • 24 "o.c. STUD INFILL WALL TYPICAL EMERGENCY LIGHTING PER NOTE 2. wv, 3 cc 48' -0" JUN 262011 10112-A2_1 LIGHTING LEGEND MARK FIXTURE DESCRIPTION WATTS/ FIXTURE 4 LAMP T5HO LIGHT FIXTURE 216 121 LIGHTED EXIT SIGN N/A EXITING NOTES: 1. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE ILLUMINATED AND SIGNED PER 2006 IBC SECTIONS 1006 & 1011. THESE EXITS ARE DENOTED BY 11211 ON THE PLAN. PROVIDE DIRECTIONAL EXIT SIGNS AND PLACE THEM SO THAT EXIT SIGNS ARE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL PER 2006 IBC SECTION 1011.1. PLACE EXIT SIGN SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN 100 FEET FROM THE NEAREST VISIBLE EXIT SIGN. PROVIDE (2) BULB BACKUP. TYPICAL. 13) BULB BACKUP REQUIRED AT EACH DOORWAY. 2. PROVIDE EMERGENCY POWER TO THE REQUIRED EGRESS ILLUMINATION FIXTURES PER 2006 IBC SECTION 1006.3. PROVIDE EMERGENCY POWER AT ALL EXIT ACCESS PATHWAYS. EXIT STAIRWAYS PER 2006 IBC SECTION, 1006.3. EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A MINIMUM OF 90 MINUTES. NEW EXIT DOOR NEW COMPACTED 1 1 11 r 1 GRAVEL PATH I 65' -0" 65' -0" 35' -0" 165' -0' REVIEWED FOR CODE COMPLIANCE Am:0m OEC 2 2 20110 W PROJECT 110112 DATE 111/16/10 LEGEND EXISTING RACKS FLOOR PLAN SHEET (z• NEW MANDOOR & STEEL F /S1.1 FRAME CUT OUT F/51.1 SIM F/51.1 OPP 3' -0" EQ 1 1/4" C10 X 15.3 W/ 5/8"1 X 3 1/2" WEDGE ANCHORS • 36 "o.c. DETAIL "a" 1 =1 CONC WAI 1 /7 to 1 Ai / AlIii■ El 0 co ■ 0 p Q MC1O X 8.4 0 E/51.1 1 1 1 1 1:111- N N C x — x x RY -WELD STEEL BAR Io c OR APPROVED EQUAL 12" STEEL RY -WELD 4 GRATING (3/4" X 1/8" FOR -- STAIR TREAD 2' -6" SPAN) 110 -W -4) t - +� I .�I6i11 \ 1 iiifiii .;r ti 1 1 1 D/S1.1 C6 X 8.2 o MC10 X 8.4 C /51.1 SI C /S1.1 6 TREADS • 11" « 1" GRATE OVERHANG • 5' -7" SECTION (El ROOFING 1 1/4"1 (SCHED 40) HORIZ 1 1/4"1 (SCHED 40) CONT HANDRAIL EA SIDE OF STAIR (NO HANDRAIL 0 SIM CONDITION) 1 1/4"1 (SCHED 40) VERTICAL 1 1/4"1 (SCHED 40) HORIZ HANDRAIL EXTENSION 1 BALANCE OF INFORMATION PER SECTIONS C /S1.1 & E /S1.1 1 1/4 "1 (SCHED 40) HORIZ 1 1/4 "1 (SCHED 40) VERTICAL - 1 1/4"1 (SCHED 40) VERTS 0 5 1 /4 "o.c. MAX (E) 4 X PURLINS RY -WELD STEEL BAR OR APPROVED EQUAL GRATING (3/4" X 1/8" FOR 2' -6" SPAN) (19-W-4) 1 "1 (SCHED 40) VERTICAL 0 5 1 /4 "o.c. MAX -1 1/4 "1. (SCHED 40) CONT HANDRAIL EA SIDE OF STAIR & LANDING 1 1/4 "1 (SCHED 40) HORIZ RY -WELD STEEL BAR - OR APPROVED EQUAL GRATING (3/4" X 1/8" FOR 2' -6" SPAN) (10 -W -4) (E) WOOD COL -C6 PER PLAN r 2 X 2 X 3/16 X 01-4" (WELDED) NEW 4X12TOP PLATE W/ NEW SIMPSON L70 CLIPS EA SIDE ITYP) 3/8" X 0' -5" SQ PLATE -C6 PER PLAN 1 1/4"1 ISCHED 40) CONT HANDRAIL EA SIDE OF STAIR & LANDING 3 X 3 X 3/16 HSS W/ (4) 1/2 "1 X 3" W.H.S. HSS COL PER PLAN C6 PER PLAN 12" STEEL RY -WELD STAIR TREAD (12 GA) RISER PLATES (TACK WELD TO STRINGERS EA SIDE) (E) FIRE RETARDENT VINYL SHEETING (NEW FIRE RETARDENT VINYL SHEETING O SIM CONDITION) r 1 1/2 X 1 1/2 X 3/16" X 0' -8" ANGLE TO SUPPORT STEEL STAIR TREADS MC PER PLAN 1/2'4 X 8" ANCHOR BOLTS 1/4" X 1 1/2" PLAT 1/4" X 3" PLATE (E) DbL PLATE 24 "1 (2500 PSI) SONOTUBE CONDITION (E) COL DETAIL "f" (2) 04 EA WAY 1' -6" X 1' -6" 24"1 DETAIL "r SECTION 3/4" • 1' -O" SECTION 8/4" • 1' -0" (El 2 X 4 0 24 "o.c. STUD WALL W/ 1/2" PLYWOOD EA SIDE BETWEEN (E) 10 X 10 BLDG COLUMMS (NEW 2 X 4 0 24"o.c. STUD WALL W/ 1/2" PLYWOOD EA SIDE • SIM CONDITION) (E) CONC WALL GUARDRAIL PER SECTION D /S1.1 RY -WELD STEEL BAR OR APPROVED EQUAL GRATING (3/4" X 1/8" FOR 2' -6" SPAN) (10 -W -4) IIMXPIREIO JUN 26 2011 REV1EWEUOR CODE COMPLIANCE APDRAVED DEC 22 2[ it1 (e) 1/2 "1 X 4 1/2" WEDGE ANCHORS 0 24 "o.c. (NEW 1/21 X 4 1/2" WEDGE ANCHORS • 24 "o.c. • SIM CONDITION) (E) 5" SLAB ON GRADE 1 1/2" C6 PER PLAN r- 4X3X1/4 "X0' -6" W/ (2) 3/8"1 X 3" WEDGE ANCHORS & (2) 3/8"1 (A307) BOLTS PROJECT DATE DRAWN CHKD. SHEET 10112 11/16/10 0 SECTION SECTION