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HomeMy WebLinkAboutPermit D09-075 - 17328 BUILDING - WALL AND CEILINGVACANT SPACE 17328 SOUTHCENTER PY D09 -075 Parcel No.: 2623049079 Address: 17328 SOUTHCENTER PY TUKW Suite No: Tenant: Name: VACANT SPACE Address: 17328 SOUTHCENTER PY , TUKWILA WA Owner: Name: KIR TUKWILA 050 LLC /KIMCO Address: PROPERTY TAX DEPARTMEMT , 3333 NEW HYDE PK RD STE 100 11042 Phone: Contact Person: Name: MICHAEL WRENN Address: PO BOX 86306 , PORT OR 97286 Phone: 503 680 -8800 Contractor: Name: MICHAEL A WRENN CONSTRUCTION Address: PO BOX 86306 , PORTLAND OR 97286 Phone: 503 - 654 -1762 Contractor License No: MICHAWC988CA 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 Citylif Tukwila DEVELOPMENT PERMIT DESCRIPTION OF WORK: NON - OCCUPANCY OWNER UPGRADE: DEMO WALL AND REPAIR CEILING Value of Construction: $2,000.00 Fees Collected: $202.50 Type of Fire Protection: SPRINKLER International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: M doc: IBC -10/06 * *continued on next page ** Permit Number: D09 - 075 Issue Date: 05/27/2009 Permit Expires On: 11/23/2009 Expiration Date: 09/08/2010 D09 -075 Printed: 05 -27 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a*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 Permit Number: D09 -075 Issue Date: 05/27/2009 Permit Expires On: 11/23/2009 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: Signature: doc: IBC -10/06 WASinr_ei, 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. Date: — -09 Date: S^ - ?--e, Print Name: - 2/2 1 ^// . /1 , S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -075 Printed: 05 -27 -2009 Parcel No.: 2623049079 Address: 17328 SOUTHCENTER PY TUKW Suite No: Tenant: VACANT SPACE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 PERMIT CONDITIONS Permit Number: D09 -075 Status: ISSUED Applied Date: 05/12/2009 Issue Date: 05/27/2009 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: 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. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) doc: Cond -10/06 D09 -075 Printed: 05 -27 -2009 • 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 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 16: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -075 Printed: 05 -27 -2009 0 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: --1 Print Name: 3 yg ° N c. // .o., / doc: Cond -10!06 D09 -075 Date: S" -2 ? —o ? ordinances governing or local laws regulating Printed: 05 -27 -2009 SITE LOCATION King Co Assessor's Tax No.: 1.(11b0 '! I ' 7 3a ,56 «���i , c, -(6 /, A)D ._ c.:)c'c,,, q,' c Property Owners Name: / '� 77 l /71 CO ' ). ( -7f j �.- Mailing Address: /3 C 3.� — /4 C.. ulo' /( / 'd /G6 Site Address: Tenant Name: Name: E -Mail Address: G ENERAL CONTRACTOR INFORM ,TION: ( Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Company Name: Mailing Address: Contact Person: Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http../Avww.ci.tukwila.wa.us Contractor Registration Number: 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 ** f40)(._ Je 30 (, Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1-2009 bh Mechanical Permit No. ermit Building Permit No. Public Works: Project;;. (For o use only), Suite Number: �UFT City CONTACT PERSON - who do we contact when your permit Is ready t° be issued A4( ch a / L,CJ i' Mailing Address: / v 6) J 3 C ( the / 4 Wte q/1 0771 r //J C, ax.. -' C 30c trr /� City c C bt 4 e /� �✓ f,v,1 Day Telephone: E -Mail Address: f` � i cha (-4) C._ 7 cA Fax Number: Company Name: I C ('1 E k Mailing Address: /1 (...4)&/7"( Contact Person: C.. /te 7 k!- C V . City Day Telephone: E -Mail Address: Fax Number: New Tenant: State Floor: ❑ Yes State City State Zip Fax Number: --5 )8J C/ 7 State Zip Zip Day Telephone: -..)3 -62 e6,-) — r� c tt�ot t e) 97.4 Zip ?GC x O 7 `" Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architatct of Recur State Zip 5e )j /3 37) 7 5'5 - ?cj_ ENGINEER OF REC = All plans must'be wet stamped by Engsne Mailing Address: City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ ,14esS /i • �Ovc� Scope of Work (please provide detailed information): /I�vn () cc cJ G,2c y 00-41ti L) G l4, --- "Devil 0 (.0 4 // / (efi4'r/ e Will there be new rack storage? ❑ Yes H: WpplicationsWorms- Applications On Line\2009 Applications \1 -2009 - Permit Application. doc Revised: 1 -2009 bh Existing Building Valuation: $ N(, ts2 } No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage .Below .' 2°a Floor 3rd Floor Floors. thru Basement Accessory Structure* Attached Garage Detached Garage "Atta Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel 7000 Addition to Existing Structure fi ';Type of Construction per IBC Type of Ocotipancy per IBC; 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: a Sprinklers Et Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 11,. 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. Page 2 of 6 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. Mailing Address: 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). 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 OWNER AUT,iDR7Ei Signature: / 'l4 / i'' , � Print Name: /��� ( L -" e A \ V gU/( J } 6 "c7 I Date Application Accepted: act H:\ApplicationsWorns- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh City Day Telephone: Date: �-' � c- a3 - - r - 7 id c ' �r State Zip Date Application Expires: 10 Staff Initials: Page 6 of 6 7tixtureType: , Qty jixttire Type: •..Q ' • F'iixtureType: " Qty" ;Fixture.Type . ,, Qfy• " Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fount •; or water cooler f`r head) F. -waste grinder, co ':' ercial Floor Drain Shower, single head trap Lavatory Wash suntain Receptor, indirect waste Sinks Urinals Water Clc'.et Building sewer and each trailer park sewer Rain water system — per drain (inside building) W : = r heater and/or vent Industrial w. ' : treatment interceptor, inc , ' ing trap and vent, except `; kitchen type grease interce, ors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration .', drainage or vent pipin• ',, Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter '. Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -typ -. acuum breakers not inc: %ded in lawn sprinkle .ackflow protections -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Nu ber: Expiration Date: State Zip Valuation of Project (contractor' 'id price): $ Scope of Work (please provide Beta' - d information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outl H: ■Applications\Forms- Applications On-Line \2009 Applications11-2009 Permit Application.doc Revised: 1-2009 bh ing installed and the quantity below: Page 5 of 6 Parcel No.: 2623049079 Permit Number: D09 -075 Address: 17328 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/12/2009 Applicant: VACANT SPACE Issue Date: Receipt No.: R09 -00703 Initials: JEM Payment Date: 05/12/2009 11:02 AM User ID: 1165 Balance: $0.00 Payee: MICHAEL A WRENN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 00515A ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT 202.50 Payment Amount: $202.50 120.00 78.00 4.50 Total: $202.50 PAYv ENT RECEIVED doc: Receiot -06 Printed: 05 -12 -2009 Project: e./ /% GJ�J � . Type of Inspection: / 02.-.1 Address: /712.4 6K, Of, Date Called: Special Instructions: • Date Wanted: 4 6 "...—/...0 G7 a.m. p.m. Requester: Phone N o: _ -C z 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 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector' Date: / 4 �r} r7 $60.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcen - r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 2 3 (Q / 13 d x 4 tAiks p 1 o o'fr - peZ�. / ,JA f1 -r¢e-e A DA c....Ar n Address: kr) 32 Y d v,)T ■ oul t )(g-J cc l : A (.40A. ; 1n r Special Instructions: G O 3 3 O �> 3 C ( ate Wanted: 4 r „� C ' _ �aa J 5 m. / -L 1»g �. o.e.� Z1/1::41 2; Phone No: _ 5`03 - 6 '&d _WDo G �t.P %,5 A/ 1 Project: roj j V - S � Type of ( Igs ', pectio � i . t /� � -X A 'j Address: kr) 32 Y sc wklJd4 Date Called: I Special Instructions: G O 3 3 O �> 3 C ( ate Wanted: 4 r „� C ' _ �aa J 5 m. Requester: Phone No: _ 5`03 - 6 '&d _WDo INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector' INSPECTION RECORD Retain a copy with permit _ PERMIT NO. R (206)431 -3E'7 Corrections required prior to approval. Dated 2 ¢3 6 77 $60.1'ld REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: ‘/Ac. ANA' , C‘ Fire Alarm: Type of Inspection: j �- .6P,riaHrt e l hA' ,-- Address: / 732 Suite #: S. ('. 6 Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: _ _ Sprinkler s: Fire Alarm: Hood & Duct: 'Monitor: - Pre -Fire: _ Permits: Occupancy Type: 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Vol - o PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 Approved perapplicable codes. n Corrections required prior to approval. COMMENTS: PaiMI4Czz_ O L /JO ..< i Aga eat 'wo g..lL 4;44= - l)14 1 Inspector: 0 512 Date: t - /- a 7 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 f REVIEWED FOR CODE CO �VED APPR MAY 21 2009 City of Tukwila BUILDING DIVIS�O NOTE: BRIDGING LOCATIONS • IF REQUIRED, DETERMINE BY MTL JOIST MANUFACTURER WALL. FINISH CITY OF Tl1LA MAY 12 2u11 PERMIT CENTER --gASTA // c, 1, J 5/8" GYP BD EACH SIDE GYP BD CLG. 1/2° - V-0 A Pr 01.0" PM/fell/ann./11-v Os ,., *001 01-5 RE: PLAN SUSPENDED CEILING HEIGHT N CEILING, WHERE OCCURS 20GA. MTL STUDS AT 24" O.C. U.N.O WALL FINISH DRIVE PINS AT 32" 0.C. 11/64" DIA. X 2" W/7/8" DIA. WASHER WALL BASE, WHERE OCCURS FLOOR FINISH 100' -0" T.O. FINISI IED FLCX)R The Armstrong Seismic Joint Clip -• Main Beam (SJMRI works with Armstrong 15/16' Prelude grid system. Key Selection Attributes • , tiC: 1 t,11...;: th :lt t ,d11 .l10:1 ■:111:3( h■lvra ;PKnu■ separaooI) loots • Armstrong conducted full- scale testing at the State University of New York University at Buffalo which provides evidence of performance in IBC Category) D, E. and F installations • SJMR15 gives architects and designers a clean look, and saves contractors time with a reliable installation method • Easily installs in minutes at the main beam splice • Maintains integrity of the ceiling module, unlike field assembled alternatives • Allows for a full acoustical panel at the joint • Not visible from the floor • Lower material costs than many other alternative methods • Easier to keep the ceiling system square mstrong® Armstrong Seismic Joint Clip - Main Beam Please visit armstrong.com /seismic Product Description Materials A General Commercial - quality cold rolled hot dipped galvanized steel. chemically cleansed. R Components e' nr c Jo1nt Clip stamped. unfinished. single piece unit with slots and screw holes b L xpansivn Sleeve, stamped, exposed face t)refrnished in baked polyester paint Bucket # Description SJMR15 ES4 Seismic Joint Clip - Main Beam for 15/16" grid 4" Expansion Sleeve For Prelude 15/16 " Main Beam REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2009 City of Tukwila BUILDING DIVIcinn, "7" I Expansion / \ Sleeve Dimension 4 x 1 nominal 4 x 15/16 nominal Seismic Joint Clip - Main Beam Color /Finish Unpainted White cmV MAY 12 2009 PERMIT CENTER It's simple to install with these easy steps: How to install the Seismic Joint Clip -Main Beam. Stan Step 2 ii firth Loinplete cjnC ,ystr.n hollow typical procedures except that ,ill m bears Splices must line up ,1CrOsS the Space Step 3. Prepare the main beam splice to receive the separation joint clip by cutting the locking tab from the left side of the connection and removing 3 4 - from the end of the beam on the right Step 4: Install the clip using the screws provided. Screws #1 and #2 install through the holes in the clip and into the right hand main beam. Step 5. Align the indexing nib with the lower hole on the lett hand main and insert screws #3 & 4 into the upper holes Step 6: Snap the ES4 expansion sleeve over the gap at the face of the main beam and cnmp the four corners with a pair of pliers Step 7. Install SJCG cross tee separation joint clips at one end of every cross tee that spans the area of main beam separation Follow instructions found on the SJCG data page (CS-3815). . Main Beam • SJMR a Main Beam Main Beam /Cross Tee in 2 x 4 Layout -SJMR SJMR • - -a Mahn Beam TechLine`"' / 1 877 ARMSTRONG 1 877 276 -7876 armstrong.com /drywallgrid CS -3955 -808 Armstrong Seismic Joint Clip -Main Beam Installation Details i Main Beam SJMR in 2 x 2 Layout 2 Man Beam .. " - SJCG 2 . 4 Goss 2 Goss Tee SJMR Tee Man Beam • SJCG SJMB 2 Cross Tee 3/4" from centerline Main Beam /Cross Tee in 2 x 4 Layout ©2008 Armstrong World Industries. Inc. Printed in the United States of America . Main 2 Beam Bean, SJCG - SJMR 4 Cross I•-SJMR Tee ' SJCG "SJIV#1 k".=4't3JtvI11CS.+e — ' SJCG SJCG - `'SJCG It's simple to install with these easy steps: How to install the Seismic Joint Clip -Main Beam. Stan Step 2 ii firth Loinplete cjnC ,ystr.n hollow typical procedures except that ,ill m bears Splices must line up ,1CrOsS the Space Step 3. Prepare the main beam splice to receive the separation joint clip by cutting the locking tab from the left side of the connection and removing 3 4 - from the end of the beam on the right Step 4: Install the clip using the screws provided. Screws #1 and #2 install through the holes in the clip and into the right hand main beam. Step 5. Align the indexing nib with the lower hole on the lett hand main and insert screws #3 & 4 into the upper holes Step 6: Snap the ES4 expansion sleeve over the gap at the face of the main beam and cnmp the four corners with a pair of pliers Step 7. Install SJCG cross tee separation joint clips at one end of every cross tee that spans the area of main beam separation Follow instructions found on the SJCG data page (CS-3815). . Main Beam • SJMR a Main Beam Main Beam /Cross Tee in 2 x 4 Layout -SJMR SJMR • - -a Mahn Beam TechLine`"' / 1 877 ARMSTRONG 1 877 276 -7876 armstrong.com /drywallgrid CS -3955 -808 Armstrong Seismic Joint Clip -Main Beam Installation Details i Main Beam SJMR in 2 x 2 Layout 2 Man Beam .. " - SJCG 2 . 4 Goss 2 Goss Tee SJMR Tee Man Beam • SJCG SJMB 2 Cross Tee 3/4" from centerline Main Beam /Cross Tee in 2 x 4 Layout ©2008 Armstrong World Industries. Inc. Printed in the United States of America Submittal Sheet Donn Suspension 4 -Way Seismic Expansion Joint Clip De scription Features & Benefits Applications Performancce The DONN' Brand DH4 seismic expansion joint clip is designed to provide the most robust hold in the most stringent seismic design categories. 4 -Way Seismic Expansion Joint Clip • — Meets or exceed at national code requirements. — Fulfills requirements for IBC Seismic Design Categories A, B, C, D, E, and F. — Provides evidence of compliance (and greatly exceed) ICC Evaluation Service. Inc. (ICC -ES) AC156 and AC368 requirements. — Clip placement is over the bulb of the tee and does not interfere with light fixtures. — Fastener holes and expansion slots enable fail -safe installation. — Non - directional and can be used on either main tees or cross tees. — No extra hanger wires are required. — No special fasteners are required. — Maintains squareness and strength of suspension system. — One- piece, solid construction. — Laboratory- tested to greatly exceed all structural and seismic requirements including tension, compression and tee fallout. — Offers an aesthetically attractive option to traditional control joints. Maintains clean uninterrupted look. -- Can be used with both heavy -duty and intermediate -duty systems in IBC Seismic Design Categories A. B. C, D, E. and F. — Lifetime limited warranty. — At interior general use areas — With intermediate and heavy -duty DoNN suspension systems, AX, DX® /DXL'", FINEUNE' (DXF), FINELINE /8 (DXFF), CENTRICITEE " (DXT), CE (Controlled Environment), DXSS, DXW, DXLA'", and ZXLA'" (Environmental). DONN seismic clip solutions Include the code - compliant heavy -duty and intermediate duty main tee required for Seismic Design CategoriesA -F. The DH seismic expansion clip sustained tremendous forces in tension and compression testing, far greater than would be erienced in a seismic event. ACM7 Seismic Clip Performance Test Tension Test Compression lest Failure Criteria Tee fallout/ displacement Tee fallout/ displacement Result > 300 load (lbs.). Test stopped to protect equipment; failure Toad will exceed this level. > 400 Toad (lbs.) Test stopped to protect equipment; failure Toad will exceed this level. Construction • 4 -Way Seismic Expansion Joint Clip Submittal Approvals Physical Data/ Footnotes Alternative Application Adjacent Expansion Joints Job Name Contractor Material H01-0lppe0 galvanized steel Recycled content 25% For details. see the Suslamabdlly selector. Installation Must be installed in compliance vnth ASTM C636. CISCA, and standard industry practices. Limitations 'he ped0r 0' Donn Dli4 4 way SOWN; etparts,, Ium1 CLI: d rcl SySlenlS 1 S based (Nt pie specific Combination 01 superiol components and design anti installation methods shown Components from other manufacturers were not evaluated. and their use or any mixed use is not recommended A one - piece. multi-directional fastener with a slot that secures the lee while allowing expansion -joint movement. This clip sits on top of bulb. avoiding interference with light fixtures and ceilings panels cross tee Monulaclurec 1 )y JSS mienors Inc 550 West Adams Street Chicago. IL 60661 ICC Evaluation Service, Inc., Report Compliance Suspension systems manufactured by USG Interiors. Inc., have been reviewed and are approved by listing in ICC-ES Evaluation Report 1222. Evaluation Reports are subject to reexamination. revision and possible cancellation. Please refer to usgde- signstudio.com or B00 USG.4Y0U for current reports. L.A. Research Report Compliance Q WN grand suspension systems manufactured by USG interiors. , nr., have been reviewed and are approved by listing in the lollowing L.A. Research Report number: 22179. 4 wily 100 10019(50) ((W On Oa0 (*rvaen field cot man lee tee4dce sleek 4-way seismic expansion point Clip lastener ���J �t gap I between field tee-lace cut main lee Sleeve cop 011101,: CAP Ivlyxxl (0 19(0101101101100111 only M nownle e11n mg com y con, slulamablecell figs com usgdesignstudio con ,max tee one side of splice cap Crimped 10 allow movement Dory On 0550Sile end lee tar, Sleeve main lee AC156 Disclaimer The current ICC-ES acceptance criterion (AC) used for the testing and evaluation of seismic clips is AC156. Acceptance Criteria for Seismic Qualification by Shake•Table Testing of Nonstructural Components and Systems. AC 156 was not specifically designed to provide testing guidelines or pass/fail criteria for acoustical suspension systems in a seismic event. However, in the absence 01 a specific AC for this purpose. ICC -ES allowed AC156 io act as the basis for all seismic testing and evaluation for me acoustical ceding suspended ceilings industry Code Compliance Testing and evaluation penormed at the University at Buffalo ISUNY), the Department of Civil. Structural and Environmental Engineering - Date 4 - way seismic nxpanS011 inn! Clip one side of splice cap crimped to allow move- ment only on opposite end Structural Engineering and Eanhquake Simulation Laboratory (SEESL) and the Earthquake Engineering Research Center (EERC) University of California, Berkeley quality the performance of these systems according to the AC 156 - Seismic Qualification Specification, and AC368 - Acceptance Criteria for Suspended Ceiling Framing Systems. Several alternative materials, designs and methods 01 construction were evaluated and tested Results 01 this investigation indicates that these tested alternative designs are at least the equivalent of that prescribed In the code for quality, strength, effectiveness, fire resistance. durability and safety. These alternative designs are at least equivalent to the criteria set forth in i he 1011owing are trademarks of USG Inlenors Inc. 01 a related company Ax. Dow. DX. DXL. OXIA. OXW. Fero NI, USG and 2XLA fasteners tcross lee I cut cross tee cups main tee I 11 =SS tees used 3!4' typ j and end detail Is Inserted rn10 main fed For 000410na1 clearance 1' /j DXW may be used field 101 main Inc cress lee -\, /- 4 -way seismic expansion font clip ,j fastener Imam tee tee-face sleeve AC3271 /rev 11-06 ® 2008. USG Interiors Inc Printed in USA. AC 156 and AC368, and otherwise demonstrate compliance with the performance features of the codes. The data and test results presented provide technical evidence on which a code official can base approval. Note The University of Buffalo and the University of California do not endorse specific products. Construction Details Please see AC3235 for construction details. Safety First) Follow good satetyAndustrial hygiene practices dunng installation. Wean appropriate personal protective equipment. Read MSOS and literature before specification and Installation. ACTIVITY NUMBER: D09 - 075 DATE: 05 -12 -09 PROJECT NAME: VACANT SPACE SITE ADDRESS: 17328 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Rcf--0 ivD ision Public Works 1 S` 14-Del Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n nit, 5 fL-o� Planning Division Permit Coordinator ❑ DUE DATE: 05-14-09 DATE: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06-11-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC PE3661 11/27/2006 Until Cancelled $12,000.0012/04 /2006 2 OLD REPUBLIC SURETY CO YLI248744 01/31/2005 Until Cancelled 03/01/2007 $12,000.00 03/10/2005 1 DEVELOPERS SURETY Et INDEM CO 848378C 01/31/2002 Until Cancelled 02/24/2005 $12,000.00 02/01/2002 Name Role Effective Date Expiration Date WRENN, MICHAEL A OWNER 02/01/2002 Amount Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date OREGON Untitled Page Business Owner Information Bond Information Insurance Information • • General /Specialty Contractor A business registered as a construction contractor with LEtI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company MICHAEL A WRENN CONSTRUCTION 5036541762 PO BOX 86306 PORTLAND OR 97286 OUT OF STATE Individual UBI No. 602178602 Status License No. License Type Effective Date ACTIVE MICHAWC988CA CONSTRUCTION CONTRACTOR 2/1/2002 Expiration Date Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED 9/8/2010 Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx 05/27/2009 SEPARATE PERMIT REQUIRED FOR: r4 Mechanical Electrical Plumbing Gas POMO City of Tukwila BUILDING DIVISION FILE COPY Permit No. 1)01 , Plan review approval is subject to effOIS and omissions. Approval of constmcdon documents does not authorize the violation of any adopted code or odium Receipt of approved Reld Copy and contrition is acknowledged: Date, / 710 V -2 6 2 c) 7 City Of lidcwila BUILDING DIVISION PROJECT TEAM DIRECTORY BUILDING OWNER: Kimco Realty Corporation 13635 NW Cornell Rd #160 Portland, OR 97229 Contact: Roger Shirley P: 503.574.3329 F: 503.574.2289 Sheet Number 1- INDEX OF DRAWINGS FLOOR PLAN, REFLELIED CEILING PLAN & DETAILS • q a ' GENERAL CONTRACTOR: Michael A. Wrenn Construct PO Box 86306 Portland, OR 97286 P: 503.680.8800 F: 503.785.0765 Sheet Title TITLE SHEET SITE PLAN Oko - BE_ 4(_,/4 % REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. is\ TENANT BUILDING AREA: (NO CHANGE) BUILDING HEIGHT: NO CHANGE NUMBER OF STORIES: ONF (1) NAS1?Qvi• Map Tax Lot: LEGAL PROJECT DESCRIPTION: OCCUPANCY: CONSTRUCTION TYPE: ZONING: SPRINKLERED?: ALARM?: A: 17328 Southcenter Pkwy, Tukwila, WA 98188-3316 ,it :JIM ':■ A- R t< (4) Ay ,, --Sly ,, c e--,i r : ,, E /73 scd,r,;r 11/4. ,.. ..., - RECEIVED CITY OF TUKWILA MAY 12 2009 PERMIT CENTER 1 •3013 cevirer Pki-RK.)‹ )Ne2f.( GiOce VJ3 1 es No • fq, •••F Westfield 5outliceri 5 S 18•11t11 St 5■,-)Jks Park ' 0 Tukwita iiW minRI-21 f.5NTI • c ,b 61 •=.0 , - L6 5 19.0 St Orinia REVIEWEIOR CODE COMPLIANCE APPROVED MAY 2 1 1009 City o kwila BUILDING DIMON f •, 21% 1201 0 *- 5- a_ 1 ..L. 1 r NO it) - Oc o 6/7 c eon s r get- we_ A A - S iJc, / f ! is H LUrn,r ea - 107e Seismic Separation Joint Requirements: For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling unless analysis are performed of the ceiling bracing system, closure angles and penetrations provide sufficient clearance. Sprinkler Head Requirements: For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1" in all direction. Interior Wall Partitions: All partitions 6 feet or greater in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. Bracing shall be spaced to limit horizontal deflection at the partition head to be compatible with ceiling deflection requirements. f/d REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 1 2009 City of Tukwila BUILDING DIVISION' O t. L 4- CITY OFTUKwLA MAY 1 2 2000 PERMIT CENTER i O13 1r � mc de CICJ g 0 111 — 7" z D en • et/7 • • O ( • 1/8" =1' -0" 'J REFLECTED CEILING PLAN l�ef�r p Siruii<4r l ?3 v / / ce /l /er \ (• • A� y 0 s "�k DRf�