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Home My WebLink AboutPermit D10-143 - NEWSYSTEMS INC - OFFICE AND ADA UPGRADENEW SYSTEMS, INC. 12608 INTERURBAN AV S D10 -143 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 DEVELOPMENT PERMIT Parcel No.: 0004800003 Address: 12608 INTERURBAN AV S TUICW Suite No: Permit Number: D10 -143 Issue Date: 07/12/2010 Permit Expires On: 01/08/2011 Tenant: Name: NEWSYSTEMS, INC. Address: 12608 INTERURBAN AV S , TUKWILA WA Owner: Name: C/O EPROPERTYTAX INC Address: DEPT #207 , PO BOX 4900 85261 Phone: Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Phone: 206 433 -8997 Contractor: Name: C P CONSTRUCTION SERVICES LLC Address: PO BOX 1148 , LAKE STEVENS WA 98258 Phone: 425- 345 -0830 Contractor License No: CPCONPC920NH Expiration Date: 08/08/2010 DESCRIPTION OF WORK: TENANT IMPROVEMENT: CONSTRUCTION OF NEW 189 SF OFFICE TO INCLUDE NON - BEARING WALLS AND SUSPENDED ACOUSTICAL CEILING AND RE -BUILD EXISTING BATHROOM TO MEET ADA. Value of Construction: $4,000.00 Fees Collected: $275.43 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -7/07 D10 -143 Printed: 07 -12 -2010 City o!Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -143 Issue Date: 07/12/2010 Permit Expires On: 01/08/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: —7— 0—'1 O 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 presum- • give rity to violate or cancel the provisions of any other state or local laws regulating construction or the performance • _ - oriz= : to sign and obtain this development permit. Signature: Print Name: Date: d7 - /Z-%O 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. doc: IBC -7/07 D10 -143 Printed: 07 -12 -2010 • 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.: 0004800003 Address: 12608 INTERURBAN AV S TUKW Suite No: Tenant: NEWSYSTEMS, INC. PERMIT CONDITIONS Permit Number: D10-143 Status: ISSUED Applied Date: 05/26/2010 Issue Date: 07/12/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: 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. 6: 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. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: 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. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D10 -143 Printed: 07 -12 -2010 • 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 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating doc: Cond -10/06 D10 -143 Printed: 07 -12 -2010 • 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 and /or adding sprinkler heads. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: 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) 31: 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) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -143 Printed: 07 -12 -2010 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: y\f�(Y4i /�1�,12h Date: o7 -IZ -/V doc: Cond -10/06 D10 -143 Printed: 07 -12 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. I) 10 -- 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 Site Address: 12608 Interurban Avenue South Tenant Name: Newsystems, Inc. King Co Assessor's Tax No.: 0004800003 Suite Number: 120 Floor New Tenant: ❑ Yes 121..No Property Owners Name: c/o CB Richard Ellis Mailing Address: 12720 Gateway Drive Suite 200 Seattle WA 98168 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: David Kehle Mailing Address: 1916 Bonair Drive SW Day Telephone: (206) 433 -8997 Seattle WA 98116 E -Mail Address: dkehle @dkehlearch.com City State Fax Number: (206) 246 -8369 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: To Be Determined Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: City Day Telephone: Fax Number: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: David Kehle, Architect Mailing Address: 1916 Bonair Drive SW Seattle WA 98116 Contact Person: Dave Kehle E -Mail Address: dkehle @dkehlearch.com City State Day Telephone: (206) 433 -8997 Fax Number: (206) 246 -8369 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Keith Moore Mailing Address: 21902 96th Avenue SE Contact Person: Keith Moore Snohomish, WA 98296 E -Mail Address: keith_ccce @msn.com H: Applications\Fotms-Applications On Line \2009 Applications \1 -2009 - Permit Applicetion.doc Revised: 1 -2009 bh City State Day Telephone: (206) 909 -7808 Fax Number: (360) 668 -8739 Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 4,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct new 189 SF office for tenant to include non - bearing walls and suspended acoustical ceiling and re -build existing bathroom to meet ADA. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION; Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes CJ No If "yes attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplicmiom\Forms- Applications On Line\2009 Applications\i -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 653 189 VB Sprink. B 2"d Floor 3`d 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 0 No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes CJ No If "yes attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplicmiom\Forms- Applications On Line\2009 Applications\i -2009 - Permit Application.doc Revised: 1 -2009 bh 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. 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. Date: l" \ZS Print Name: David Kehle Day Telephone: (206) 433 -8997 Mailing Address: 1916 Bonair Drive SW Seattle WA 98116 City State Zip Date Application Accepted: I 10 Date Application Expires: l l t,2-id 1 to Staff Initials: Jc�_ H:Wpplieations \Forms - Applications On Line\2009 Applications 1-2009 - Permit Applicationdoc Revised: 1 -2009 bb 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 RECEIPT Parcel No.: 0004800003 Permit Number: D10 -143 Address: 12608 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 05/26/2010 Applicant: NEWSYSTEMS, INC. Issue Date: Receipt No.: R10 -01281 Initials: User ID: WER 1655 Payment Amount: $168.70 Payment Date: 07/12/2010 09:55 AM Balance: $0.00 Payee: C P CONSTRUCTION SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1614 168.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 164.20 640.237.114 4.50 Total: $168.70 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -12 -2010 • 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 RECEIPT Parcel No.: 0004800003 Permit Number: D10 -143 Address: 12608 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 05/26/2010 Applicant: NEWSYSTEMS, INC. Issue Date: Receipt No.: R10 -00940 Initials: JEM User ID: 1165 Payment Amount: $106.73 Payment Date: 05/26/2010 03:27 PM Balance: $168.70 Payee: DAVID E. KEHLE ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 18889 106.73 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 106.73 Total: $106.73 PAYMENT RECEIVED doc: Receiot -06 Printed: 05 -26 -2010 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY 1 F TUKWILA BUILDING DIVISION ' - 6300 So thcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date Called: Special Instructions: �. z eC %Wei /7 50 '-„- b Date Wanted _....s........„/6) _....s........„/6) anis Requester: Phone No: 1/2/7- 3 ...c-061.30 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: P41 it ( p 6 -{,° Date: $ • ' ' 0 REINSPECTION F ` R ! UIRED. Pr or to inspection, fee must be d at 6300 Southcen Blvd.,';' -uite 100. all to schedule reinspection. Re; /ipt No.: 'Date: INSPECTION NO. 1 INSPECTION RECORD Retain a copy with permHOW q43 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: nlel�LL ..s f 4i',rs -1•Ac . Type of Inspection S..>s . c e-: I. 4 - g...0.31— Address: J / ? tQ O " / ^ '` � -uf torbit Date Called: i < f Special Instructions: z..- Date Wanted: a.m. Requester: Pl,o2 Ni S —345- So a Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date;., /35 , ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION.R'ECORD Retain a copy with permit INSPECTION NO. X10 -143 PE IT NO. CITY OF TUKWILA BUILDING DIVISION -� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)41.3670 Project: gV — i 57 5! E- t s Type of Inspection: iu/ ( . . 4- J o (A- ( , )), Address: / 2 (aD 7- Ateefatio Date Called: . Special Instructions: Date Wanted: a.m. Requester: Phone No: 2 25'' 345'1OSocl Approved per applicable codes. Corrections required prior to approval. COMM .NTS: Inspe Date 0 REINSPECTION FEE EQUIRED,.frior to inspection, fee must be d at 6300 Southcenter Bt d., Suite 100. Call to schedule reinspection. eceipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit >Om - /I/ 3 P RMIT NO. CITY OF TUKWILA BUILDING DIVISION VI- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: M--(445.5%57-/r/ Type of Inspection: /7--/74/77/A/ Address: / -266 3 / 0,Q? '4'47✓ Date Called: Special Instructions: Qfil ( ( t © 4/2 2 )D -- d r Date Wanted: 7- .2.3—/() caLdii5 p.m. Requester: Phone No: '7/2'5%3 G■U ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: PiA.?"-rit14 pa J „ ff !! !! CD 4 A.1 u .. k s r ,,lick 0- z,vJ(f et PA erg < <.k �� £ 1 L,, -e-j- '' ; UAL J.-0 -e r ii It !' a° xina c a ' `-(- t `^ P -e xx. cf : J 2- —7 Insp'ctor: Date: --� 2 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit yfA744r "eels^ ►n--,- 'sL to - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila. Wa. 98188 206- 575 -4407 Project:. Q � ie �n,► -y ' ' Type of Inspection;: rr _ B 4✓-, 4 Lt.,. 4,,,,,A. r /if-4. L� w 0( Address: 1/.4,043 Suite #: LA s r 2 c) • Contact Person: c P ta,,..,1 • 'TURV N) Special Instructions: Phone No.: e:/Z5) 3 4/5.--- 67 0 Approved per applicable codes. nCorrections requited prior to approval:. COMMENTS: • " ' ' Monitor: ;�„)„ A- LOivr,vx " nn 5fir; ,, 4.. e,. c,no.X arc . Occupancy Type: fov 5 «pe- 1.4001. k rte . ro,, u ne-t 1 4,...)c, 4 ti ... �S 4 // o I 1 1- Needs Shift Inspection: _ ND - Sprinklers: y - Fire Alarm: �y(4Hood & Duct: J Monitor: ;�„)„ A- LOivr,vx " - Pre -Fire: - Permits: Occupancy Type: Inspector: r, `i I Date: fi t s. \ to Hrs.: I .T) n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form:Doc T.F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188. 206 -575 -4407 Project: Sprinklers: Type of Inspection: Address: /ai$ Suite #: S ft.S Contact Person: Z , kt". Special Instructions: Occupancy Type: Phone No.: gob - p.s---- �,e)..5a t -Y Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inppector: A.... <-2 Date: 7/ p/h) _ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 FILE COPY Permit No STRUCTURAL CALCULATIONS FOR NEWSYSTEMS TENANT IMPROVEMENTS 12600 INTERURBAN AVENUE, SUITE 110 TUKWILA, WASHINGTON PREPARED FOR: CBRE MAY 25, 2010 CASCADE CREST CONSULTING ENGINEERS. INC._ 21902 96TM AVENUE SE R VIEWED FOR sNOHOM (206 909 -7808N 98296 CODE COMPLIANCE P JUN 17 200 PREPARED BY: KEITH MOORE, S.E. EXPIRES /ft City of Tukwila BUILDING DIVIRIM CITOTU ED LA MAY 2 6 2010 PERMITCE. ;ER Dt0-16--fz e c — dzrr- - Nb kr,.. /0 Le," ---b l k' " l Ot- --t�- So LAIk S A-e.- 7J►+-e I oa 2 lam_ Lam, "eri o✓' ch i r � 4;(4, wad( �II� ---e C c.J? �. evert %f� IC , // ,, (Zack- beet %� G GJ o Cam_ J✓ 1, w �V� S' (.!J � T t vv. criv6y4 GJe-A 57P06‘44 ! �' 6-61,) J --74 = 8� 9 li-- (,/2__ (240, (o (vet r / 4 off. boo(L. MpqJ ,JF 12_01)s- (►� f? vI'1 Gi1Z OTP,A L- e ►�- "-o c.- - -rike ►) G6-1 e, b4* CASCADE CREST CoNSUL,,NG ENGINEERS- INC. PROJECT: ENGR: DATE: SCALE: SHEET r. 1 0 L �J 1 0 GENERAL STRUCTURAL NOTES: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA: ROOF LIVE LOAD 25 PSF 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SILES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION OR ORIGINAL DRAWINGS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 4. OPENING IN THE EXISTING CONCRETE WALL PANEL SHALL ONLY BE MODIFIED AFTER THE NEW STRUCTURAL MEMBERS AND COMPONENTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO COMPLETE THE WORK. 6. STRUCTURAL STEEL, INCLUDING PLATES, ANGLES, CHANNELS, WT SHAPES AND RODS, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. THREADED ROD FOR EPDXY GROUTED CONNECTIONS SHALL CONFORM TO ASTM A307, GRADE A. 7. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH A RUST - INHIBITIVE PAINT SYSTEM APROVED BY THE OWNER AND TENANT. S. EPDXY - GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 5279, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION IS REQUIRED. 9. ALL NEW OPENINGS THROUGH EXISTING CONCRETE WALLS SHALL BE ACCOMPLISHED BY SAWCUTTING WHEREVER POSSIBLE. ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND CLEAN; NO OVERCUTTING AT OPENING CORNERS SHALL BE ALLOWED. AS REQUIRED, CORE DRILL CORNERS AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE REQUIRED DIMENSIONS. 2006 Washington State Nonresidential Energy Code Compliance Form ��CO Envelope Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Climate Zone 1 ENV -SUM Revised July 2007 Project Info Project Address /�,;0 Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 2, / _ rJ //'`'► � X ,� oo = Date WII b vtY (J ROW IZi „Op,� l"p/,rL, I E *) /l/ �/1,,tr_ I20 "iU"I� For Building Department Use FILE COPY . - Below Grade Walls Floors Over Unconditioned Space Applicant Name: �r♦ / 1 Slabs -on -Grade Applicant Address: �� % j� r�Y 4 I lE/ Vh, G11-1-ca Applicant Phone: / 433 — 29111. Maximum U- factors Opaque Doors Project Description ❑ New Building ['Addition Iv Alteration ❑ Change of Use Compliance Option rescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Space Heat Type Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 2, / _ rJ //'`'► � X ,� oo = Concrete/Masonry Option O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry ,-, n0 Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Q yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs /l/ Opaque Walls' 11 Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors b r (co Vertical Glazing 0 ,4;14 Overhead Glazing ,- Maximum SHGC (or SC) VerticaUOverhead Glazing 1 '-- 1. Assemblies with metal framing must comply with ove Notes: Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu /ft'•°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor PIEVIEWED FOR MPLIA PACE A r ° ROVED JUN 17 2010 City of Tukwila BUILDING IlIminki MAY 26 MO PERMIT CENTER pwoL4; 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at nght) f—N All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U -0.60 No] Yes AG Mass Wall Insulation Req. Mass Wall CMU Block Wood Frame Metal Framed No U0.15/R5.7ci Ins. Cores R19 R19 t(es Yes w Glazing Criteria Met? Glazing Area % 0 -30% 30-45% >45% Vert OH UVaI UVaI 0.55 0.70 0.45 0.60 Not Allowed SHGC 0.45 0.40 No Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wife of the gross conditioned floor area. Exception: Heat pumps and terminal electnc resistance heating in variable air volume distribution systems. Yes All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor O.a ue Door Wood Metal R -10 R -10 R -19 U -0.062 R -38 U -0.031 R -30 U -0.034 R -30 U -0.029 R -10 R -10 R -10 R -10 U -0.60 U -0 60 Ye Yes • Yes— Glazing Criteria Met? Glazing Area % 0 -30% >30 Vert OH UVaI UVaI SHGC 0.40 0.60 0.40 Not Allowed Yes Prescriptive Path Allowed Yes � —I Component Performance, Systems Analysis, or EnvStd Required No Yes No— No-* AG Mass Wall Insulation Req. Mass Wall U0.15 /R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC** Area (sf) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. 2006 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV -SHGC 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A ID: 14 m ir. 64311,14 ID: ID: ID: ID: ID: b, Otto lS 0,12 0 o qo !3 (2•Z'L Glazing % Electric Resist. Other Heating 0-30% 0.4 0.45 >30 -45% not allowed 0.4 *Note: Manufacturer's SC may be used in lieu of SHGC. Totals Ig 0r12- Totals' 18 (5,raZ For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed In Table 13 -1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= OG= VG= r! X Max Glazing Area (Table 13 -1) 100 Maximum Target Glazing Area Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Roofs over Attics Other Roofs Walls] J lesser a lesser Proposed Opaque Area Proposed OG Area y Target OG Area Proposed Opaque Area Proposed VG Area Target VG Area Note: OG = overhead glazing VG = vertical glazing Target VG Area Target Opaque Area Target Opaque Area For Target OG's, the lesser values are used both here and below. ITarget Areas OK I Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. • 2006 Washington State Nonresidential Energy Code Compliance Form Budding Permit Plans Checklist ENV -CHK Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Fonns Project Address I/4905 kr(-e -u i 0 b r / U rtt. 130 IDateo5 k.41. 1 to The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed I 1302 Space heat type: If "Other ", indicate on plans that electric resistance heat is not allowed Ij^ 1`�f� 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation 1 1311.1 Insul. installation Indicate densities and clearances 1.---i Oak AfA 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents I 1311.5 Slab-on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected -1.'4 iV 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1. —I tf 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, qas fillings 1 -1 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) T-1 1313 Moisture control ‘f 1313.1 Vapor retarders Indicate vapor retarders on warm side 1 fi l ' I /A N�It 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with seated seams for non -wood struc. Y1313.3 Wall vapor retarder Indicate vapor retarder on wall section ,"_ 1 11'A 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 11l1JA ft 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping —t^� 1314.2 Glazing/door sealing Indicate weatherstripping __ {{ rd (I'A 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing tic 1314.4 Recessed Lighting FixturE Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling �� PRESCRIPTIVEICOMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary If "no" Is shown for any question, provide explanation: 2006 Washin ton State Nonresidential Ener Code Com.Iiance Form Building Permit Plans Checklist ENV -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Envelope - General Requirement 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Table 10 -6. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS -1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is Installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted In crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3 -1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 Ibs /ft pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. • 2006 Washington State Nonresidential Energy Code Compliance Form • Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Fonns Revised July 2007 Project Info Project Address ,w Date M ( I I200h. J141>r U66Nb* G 1-1116 Izo For Building Department Use FILE COPY ttilf I Applicant Name: avi0 rkItLE I Ivo Irtec1 Applicant Address: tCI I(p &346112 Irk - \Y (A i isk Gi'I I Applicant Phone: 4(9-433 _gm.. Project Description ❑ New Building ❑ Addition Ai Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option a Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting is Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per fe -, Area in ft2 Allowed x Area I /fit I ttilf I IM 1o1 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts [LA Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed '1 I Nu Zx4 3r-) t. NUKt. b►r, t ►.s- `L of (p Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts IV Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, vat the wattage of current limiting devices or of the.iransformer. Cttr�G1y1 3 LA . List all fixtures. For exempt lighting, note s ction` B.m: a i save Watts/Fixture blank. CIN OF n CODE COMPLIANCE MAY 2 6 2010 APPRflV D IA 17 2010 PERMIT CENTER City ofTukwila Dt0„,..01.4 BUILDING DIVISION ` 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: r O Warehouses, storage areas or aircraft storage hangers Other Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations° 1.0 Cafeterias, fast food establishments °, restaurants/bars5 1.3 Post office 1.1 Dormitory 1.0 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia °, assembly spaces° 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses '1, storage areas 0.5 Hotel banquet/conference/exhibition ha11'*4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries° 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, 2006 Washington State Motor, and Transformer Permit Plans Checklist LTG -CHK Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address I2 /„gyp„_ Ile , U 14 IDatb9l7 1 I 1 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) tr 1513.1 Local control/access Schedule with type, indicate locations -r-1 1513.2 Area controls Maximum limit per switch -1'.I t'Vtic 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans -r-1 14 overhead glazing Indicate overhead glazing on plans IVti 1513.4 Display /exhib /special Indicate separate controls r 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans -1 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I1514 'Max. watts 'indicate watts for each exit sign I ' LIGHTING POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) NIA I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I ' TRANSFORMERS (Section 1540) War I 1540 (Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2006 Washin•ton State Nonresidential Ener• Code Com.Iiance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1613 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft2 enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.8.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft2 or 5% of the building footprint for footprints over 100,000 ft2, whichever Is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). • • Joanna Spencer - Re: 12608 INTERURBAN AVE S D10 -143 Page 1 of 1 From: Todd Reedy To: Joanna Spencer Date: 06/01/2010 9:47 AM Subject: Re: 12608 INTERURBAN AVE S D10 -143 Hi Joanna, 12608 Interurban is current on all backflow install and testing. Next tests are due September 2010. Todd »> Joanna Spencer 05/27/2010 1:56 PM »> Hello - Are they current on their backflows ? Thanks, Joanna DO- \L4'3 file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4C... 06/02/2010 11) IT C COPY II PLAN REVIEW /ROUTING SHP ACTIVITY NUMBER: D10 -143 PROJECT NAME: SITE ADDRESS: x NEWSYSTEMS, INC. DATE: 05/26/10 12608 INTERURBAN AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: ' (11)--(19 (11)--(19 �Tding ision N '{ Public Wo ks D Aw A Fire Prevention Structural QV\ Ot 14 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05/27/10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route lg Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions 71. DUE DATE: 06/24/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lal 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 C P CONSTRUCTION SERVICES LLC UBI No. 602844469 Phone 4253450830 Status Active Address Po Box 1184 License No. CPCONPC920NH Suite /Apt. License Type Construction Contractor City Lake Stevens Effective Date 8/8/2008 State WA Expiration Date 8/8/2010 Zip 98258 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company JURVAKAINEN COMPANY LLC Other Associated Licenses Page 1 of 2 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CASCAPP964PM CASCADE PACIFIC PAINTING LLC Construction Contractor Painting/Wallcovering Unused 10/14/2004 10/17/2010 Active CLASSPW033JW CLASSIC POWER WASH Et PAINTING Construction Contractor Pressure Washing Painting /WaUcovering4 /16/1997 4/16/2000 Archived CLASSPW044JP CLASSIC PRESSURE a WNDW WSHNG Construction Contractor Pressure Washing Unused 4/17/1996 4/16/1997 Archived CPCONCS933BH CP CONSTRUCTION SERVICES LLC Construction Contractor General Unused 1/8/2007 1/8/2009 Expired CASCAPP001 K1 CASCADE PACIFIC PAINTING Construction Contractor Pressure Washing Painting /Wallcovering 5/21/2000 7/1/2006 Relicensed Business Owner Information Name Role Effective Date Expiration Date JURVAKAINEN, RANDY Partner /Member 08/08/2008 JURVAKAINEN, BRAD Partner /Member 08/08/2008 CASCADE PACIFIC PAINTING LLC Partner /Member 08/08/2008 JURVAKAINEN ENTERPRISES LLC Partner /Member 08/08/2008 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount 1 DEVELOPERS SURETY Et INDEM CO 794694C 07/02/2008 Until Cancelled $12,000.00 Assignment of Savings Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/12/2010 TENANT SPACE UNDER THIS PERMIT SITE PLAN N.T.S. PROJECT SITE TRUE NORTH NORTH Leo VICINITY MAP PROJECT AND !BUILDING DATA BUILDING CODE: 2006 IBC WITH WASHINGTON STATE AMENDMENTS LOCATION: PARCEL NUMBER: ACCOUNT NUMBER : CONSTRUCTION TYPE: OCCUPANCY GROUP(5): ZONE: LOT AREA: TENANT SUITE AREA: OFFICE: WAREHOUSE: TOTAL: PARKING: 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. TUKUJILA COMMERCE PARK, BUILDING A 12608 INTERURBAN AVE. S., SUITE 120 TUKWILA, WA 0004800003 000480000306 V -8 SPRI•KLERED GROUP B OFFICE C / L -1 465,295 SQ FT (10.S ACRES) 653 SF. (INCLUDES NEW 189 S.F. OFFICE) 4,312 S.F. 5,025 S.F. NO CHANGE SCOPE: CONSTRUCT NEW I89 S.F. OFFICE FOR TENANT TO INCLUDE NON- BEARING WALLS AND SUSP. ACOUSTICAL CEILING. AND REBUILD EX. BATHROOM TO MEET ADA ENVELOPE: NEW OFFICE AREA TO HAVE WALLS INSULATED W/ R -19 BATT 4 CEILING INSULATED W/ R -30 BATT INSULATION. ELECTRIC HEAT SEPARATE PERMIT REQUIRED FOR: edants! Electrical irPlumbing grGas Piping City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION LEWIS C C -D C • 31 BEG N 81 -44 -15 E 199.1, FT FROM NUB AT END OF CURVE ON CENT LN OF DUWAMISH- RENTON JUNCTION RD SD NUB BEING APPROX 1200 FT N AND 440 FT W OF 1/4 COR BET SECS 14 4 I5 -23 -4 TH N 49 -24 -00 W 2535 FT TH N 09 -36 -00 E 52 FT TO TRUE BEG TH 5 S2 -40 -30 E 590 FT TH N 59 -22 -30 E 64335 FT TH N 0I -51 -30 W 343 FT TO LEFT BANK OF DUWAMISH RIVER BEING NLY BOUNDRY OF LEWIS D C TH SWLY ALG SD BANK OF RIVER TO PT N 00 -39 -40 W OF TRUE BEG TH 5 00 -39 -40 E TO TRUE BEG ALSO FOR OF D C LY W OF ABOVE DESCRIBED LAND SLY 16.15 FT AND A 16 FT STRIP ADJ AND PARL TO ELY LN OF R/W OF P 5 ELEC CO FOR JOINT RD TGW LOT 41 OF PLAT OF RIVERSIDE INTERURBAN IRS FILE COPY Permit No. b'- PIan review approval is subject to errors and omissions. Approval of construction documents does not authorize thc violation of any adopted code or ordinance. Receipt of approved Field Copy and oonc�tiliscnowledged: By Date: Q7 -/Z -/0 City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 7 2010 of Lug City Tukwila BUILDING DIVIRIf(\i RECEIVED CITY OF TUKWILA MAY 262010 PERMIT CENTER p10-Lt13 CD 00 CN1 C\1 w0 >z� v) Q z O w m I— 0o co~ z Q o < a L.L. U) v� BUILDING A v v d T- 0 \ \Wkst -4 \documents \CAD \2002 \0225 RREEFLTenant Improvements \Tukwila Commerce Park \BLDG A \12608 SUITE 120,NEWSTYSTEMS \T- 0.dwg, 5/24/2010 11:55:52 AM, Design]et 500 MAIN ONO, CT 1 DAVID E. KEHLE STATkOF WASHINGTON PROJECT 0225 DRAWN BY KENLE 0 i 1 0 CHECKED BY DAvID A tt N 1 A 0 DESCRIPTION i g i S ta CD 00 CN1 C\1 w0 >z� v) Q z O w m I— 0o co~ z Q o < a L.L. U) v� BUILDING A v v d T- 0 \ \Wkst -4 \documents \CAD \2002 \0225 RREEFLTenant Improvements \Tukwila Commerce Park \BLDG A \12608 SUITE 120,NEWSTYSTEMS \T- 0.dwg, 5/24/2010 11:55:52 AM, Design]et 500 MAIN I�VVI 1 VVmi...4'■4..� ROOM h - FLOOR: NEW CARPET BASE: NEW 4" RUBBER BASE WALL: GYP. BD. (PANTED) (EE) CEILING: SUSPENDED ACOUSTICAL ( +9'AFF) ROOM •1 FLOOR: NEW SHEET VINYL FLOORING (REMOVE EX) BASE: NEW 6" COVED SHT. VINYL BASE WALL: WANSCOT 4' PLASTIC LAM. (REMOVE EX) WALL: GYP. BD. (PANTED) (SGE) CEILING: GYP BD. REPAINT, PAINT NEW ( +9'AFF) UJJALL TYPES A C EXISTNG CONCRETE WALL FURRED W/ 5/8" GYP. BD. OVER STEEL STUDS It 24" O.C. 4 R -19 BATT INSULATION. U =0.062 6" X 20 GA STEEL STUDS • 24" O.C. WI" GYB. BD. BOTH SIDES TO 10' AFF, PROVIDE DIAGONAL STEEL STUD BRACE TO ADJACENT WALLS MAX • 8' O.C. SEE DETAILS. R -19 BAIT INSULATION. U =0.062 6" X 10 GA STEEL STUDS ,24" O.C. W 5/8" GYP BD. EACH SIDE, VAPOR BARRIER (WATER PROOF GYP BD. NSIDE) STEEL STUD BRACE TO ADJACENT WALLS MAX e 8' O.C. SEE DETAILS. R -19 BATT NSULATION. U =0.062 MATCH STUDS TO EX FRAMNG DOOR SCHEDULE (LEVER HANDLES) (MATCH EX. DOORS AND FRAMES) DOOR Ei: DOOR E2: DOOR 2 : DOORS 1: LEGEND EXISTING DOOR, CHANGE TO ADA LEVER HANDLES EXISTING OVERHEAD DOOR, CHANGE HEIGHT TO 11'-6" NEW 3' X 1' S.C. WOOD DOOR, 11.00D JAMB, 1-1/2 PAIR BUTTS, PRIVACY LOCK, WALL STOP, CLOSER NEW 3' X 1' S.C. WOOD DOOR WOOD JAMB ,1 -1/2 PAIR BUTTS, WALL STOP, LOCKSET, WEATHERSTRIPPING, THRESHOLD DUPLEX OUTLET • WALL TELEPHONE OUTLET AND DATA, MUDRNG, CONDUIT AND FULL STRING ONLY. I POLE LIGHT SWITCH RECESSED 2X4 -3 TUBE, T -8 FLUORESCENT_ 88 .WATTS LIGHT FIXTURE . . FIXTURE W/ ACRYLIC LENSES TO MATCH EX- TOTAL PROPOSED WATTAGE = 116 WATTS... TOTAL ALLOWABLE WATTAGE = I WATT / SF. X 189 SF. = 189 WATTS N ADDITION, REMOVED WATTAGE IS GREATER THAN NEW INSTALLED WATTAGE GENERAL NOTES 1. NEW OFFICE AREA TO BE PROVIDE WITI4 ELECTRIC WALL HEATER AND WINDOW VENTILATION 2. PATCN, REPAIR, 4 PANT EXTERIOR WALLS 4 DOORS. 3. REFURBISH EXISTING RESTROOM, PATCH, REPAIR, 4 PANT GYP. BD. WALLS 4 CEILING, INSTALL NEW TOILET, SING, P. LAM. WANSCOT, SHEET VINYL FLOORING, 4 COVED SHEET BASE. 4. EXISTING UNIT HEATERS, REPLACE UNITS AS REQUIRED. MAX 8 BTU / HR FOR FREEZE PROTECTION. 5. INSTALL NEW CARPET, BLNDS, AND WALL HEATERS IN EX OFFICES. RE PANT EX. AND NEW OFFICES. 6. ADD NEW WALL NEATER ON BACK WALL OF OFFICE 1. ADD NEW FS 25 WHITE VINLY FACNG OVER EX. INSULATION IN WAREHOUSE 8. PATCH APPROX 5 TO 1 HOLES IN WAREHOUSE DRYWALL 9. INSTALL IWO ADDITIONAL EXTERIOR LIGHTS ON BACK WALL OF BUILDING I0. REPLACE EX. WATER HEATER AND EX. EXHAUST FAN IN RESTROOM STEEL STUD BRACE e 8'- 0" O.C. TO ADJACENT WALLS 10' -0" R 30 BAT- INSULATION R -19 BATT INSULATION 11111111111111111••111111Mf 11111111010 SUSPENDED ACOUSTICAL CEILING 6 "X20 GA. STEEL SPUDS a 24" O.C. 5/8" GYP. BD. INTERIOR UJALL MEAD DETAIL SCALE:I 1/2" : I' -0" STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 1/2" WOOD CASING - PAINTED 1 1/1" x WOOD JAMB - PANTED 5/8" x WOOD STOP - PANTED SOLID CORE WOOD DOOR PAINTED 5/8" GYP BD. EACH SIDE DOORS AND FRAMES TO MATCH EXISTING WOO FRAME DETAIL. .v� = 0 NEW 5/8" GYP. BD. ON 6' X 20 GA METAL CEILING JOISTS AT MAX 24" O.C. NSTALL R -30 INSULATION ON CEILING 60" 18'otH 2I 24" REMOVE EX. OVERHEAD FLUORESCENT FIXTURES ABOVE CEILING AREAS (2 2T X 8' • 132 WATTS X 2 ■ 164 WATTS) NSTALL TWO NEW FLUORESCENT FIXT. = 116 WATTS GRAB BAR 5' DIA WING RADIUS 8" WALL 2 -I 1/1" SM. STUDS • 1— 101.1..tYs.fi.ad el( S 6 "X20 GA STEEL STUDS a 24" O.C. 6 "X20 GA STEEL TRACK ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN HILTI ANCHORS 1" EMBEDMENT AT 24" O.C. RESTROOM 1' -3" CLEAR I /4'=1' -0' 5/8" GYP. BD. EXIST. CONC. SLAB ON GRADE a 4 4 • AQ INTERIOR UJALL. SILL. DETAIL. NORTH( SCALE: I -I/1" = 1' -0" SECTION SCALE :1.1/2" : 1' -0" INSULATION 1/2" GYP. BD. OR CEILING TILES BRACED OR STRAPPED TOGETHER TO PROVIDE AIR TIGHT ENCLOSURE W /INSULATION ABOVE - STEEL STUD FRAMING AS REQUIRED " R GAP r . 3 AI `I t}Aj° MIi` L O ' PRISMATIC LENSED FLUORESCENT FIXTURE FOR RECESSED LIGHTS IN M INSULATED SUSPENDED CEILINGS LIGHT FIXTURE PROTECTION SCALE: I -1/2" = I' -0" EX SUSP. CLG NO CHANGES i 0 o- a 0 EX. SUSP. CLG NO CHANGES NEW 21X4' SUSPENDED ACOUSTICAL a 9' -0' APR, SEE SEISMIC NOTES. R -30 INSULATION ON CEILNG, TENT FIXTURES RELOCATE EX. LIGHT FIXTURE ABOVE SINK OR REPLACE AND MATCH WATTAGE REPLACE EX EXHAUST FAN AND HOT WATER TANK EX. WAREHOUSE NO CHANGE TO ENVELOPE & NEW LIGHTING NOT TO EXCEED 0.5 WATTS / S.F. a Zr) 50-0" REFLECTED CEILING PLAN 1/8" =r -0" ATTACH CEILING AM GRID TO WALL ANGLE OC LDNW AT WO ADJACENT WALLS VIA POP RIVETS. 403 GA WIRES MAN 1'OF CROSS TEE COMECTIO 4 ARIOAlGED AT Sr FROM EACH O 4 R AND AT AN ANGLE NOT ExCEEDNG 41r. LOCATE FESTRANT PANELS AT U' EACH DIRECTO4 CF EACH WALL AM MIN 6' IE SUSPENSION UM TO DE Q GAGE AT 4' DC. IV AITAGI'B4T DEVICES CAPAELE OF S EPORTNG IOC POUO@ WAR 4 PERIMETER MD MST CE KIM UAflIN I N 6 UNLESS COWER SLOPING WIRES ARE PROVIDED 1) MAN SEAMS TEES AM CROSS TEES MST OE HEAVY purr W CCNECTICN STRENGTHS Cf l4>m POUNDS N COhPRE66TQ4 4 TESTA! 1) CEILING AREAS GREATER THAN TOGO SF MST HAVE LATERAL FORCE MACHO VIA DIAG2441. SPLAY ORES, LRCM MOVEMENT TO LE36 THAN V4' AT POINT CP ATTACHIEM NATAURAL VENTILATION: PER 1203.4 PROVIDE MIN, 4% OF FLOOR AREA IN NATURAL VENTILATION (189 SF X 04 = 16 SF) REPLACE EX SINGLE PANE WINDOW WITH NEW INSULATED WNDOW (MIN U= 0.40 WITH SHGC 0.040) OPERABLE FOR NATURAL VENTILATION 1.6 SF. WITH SCREEN ON INSIDE, AUNNG OUT. ADJACENT SPACE IS OFFICE AND IS HEATED FURR OUT WALL AT':. COLUMN TO BE FLUSH INSIDE RR II' -10" 12' -11" -0" • A NEW OFFICE 189 5F. ■2 OCC. '' 6 #II I I\ _ IU EX. OFFICE EX. OPEN OFFICE T-3" X REBUILD EX. BATHROOM TO ADA STANDARDS NOTE PROVIDE SIGNIAGE ON WALLS OF RR "NO STORAGE ABOVE" EX. WAREHOUSE 4,312 S.F. 8 OCCUPANTS NOTE: ADD FS 25 WHITE VINYL FACING OVER EX. ROOF INSULATION N—VISTING DEMISING WALL EXISTING TILT UP WALL INCREASE DOOR HEIGHT FROM 10' TO 1I' -6 ", NEW DOORS TO BE 10'UI X 11' -6" TALL, WEATHERSTRIP EE STRUCTURAL EXISTING CONCRETE WALL 50' -0" NORTH 7 0 3) . UGHT FIXTURES TO DE POSITIVELY ATTACHED TO MAN AND CR063 TEE& AMP OVER S6! MST SE I DEPEDENTLT SUPPORTED. 4) PARTMONS GREATER TAN 6' TALL NEED I?+tEPE TE NT ISRAGNG VIA SPLAY WZES (SEPARATE FROM ARV OTHER HMI PARIITOS 6' OR LESS 440 ATTACHMENT S REIZIRED. 3) SPIOMKLER WAD PETETRATION6 MIST HAVE 2' OVERSIZED 1R11 1O ALLOW I' MOV 3• ENT N ALL 6) MANFAGTUOER CLTOTFICATION OP COMPAENT PEFFORM.4)42 AND PERIODIC SPECIAL NePECTION OF ANCHOR SYSTEM S REGIIIRFD. 1) FOR CEILNG AREAS EXCEEDING SW SF, A SEISMIC SE°E?ATJa4 JOINT OR FILL HEIGHT WALL PARTITION THAT MEMO 11E LEIT.NG SHALL VE PROVIDED. ALL CR0e6 TEES SOU DE CAPAVLE CF CARRY1113 11E DESIGN LOAD WIridOUT EXCEEDING DEFLECTION EOIW. SD /km OF ITS SPAN. S) ALL WIRE TES ARE TO EE TWEE TIGHT INNS AROWO Rea WTHN 3 NCH ORESTRAINED CEILING DETAILS MEETS IBC 2003 SEC 1621 AND CISCA 3-4 ASTM 0635 ASTM C636 ASCE 1 -02) SCALE TYPES ADD TWO EXT. LIGHTS FLOOR PLAN T etIILDI'''G To OCCUPANT LOAD: OFFICE = 653 SP.= 65 OCC iU 5E =4 ,312 SF. =8OCC TOTAL OCCUPANT LOAD 15 ,OCC. ADD DOOR SWEEP AND WEATHERSTRIP 1/8 " =1, -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 172010 City of Tukwila BUILDING DIVISION W 0 n. m 0 0 i 0 DESCRIPTION LLI I 1I r0 c0 N N w Z (D °Q 016 O li cn c) Ly:t 1 0 TENANT SPACE UNDER THIS PERMI NORTH \ \W -'4 \documents \CAD \2002 \0225 RREEFLTenant Improvements \Tukwila Commerce Park \BLDG A \12608 SUITE 120.NEWSTYSTEMsvTr_riwn Sh4nnln 11..47.1 AM :16161.., rrlr\ &AiAVA KEY PLAN N.T.S. RECEIU�D, CITY OF i un�rviLA MAY 262010 PERMIT CENTER T -1 GENERAL STRUCTURAL NOTES: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA: ROOF LIVE LOAD 25 PSF 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION OR ORIGINAL DRAWINGS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 4.OPENING IN THE EXISTING CONCRETE WALL PANEL SHALL ONLY BE MODIFIED AFTER THE NEW STRUCTURAL MEMBERS AND COMPONENTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO COMPLETE THE WORK. 6. STRUCTURAL STEEL, INCLUDING PLATES, ANGLES, CHANNELS, WT SHAPES AND RODS, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. THREADED ROD FOR EPDXY GROUTED CONNECTIONS SHALL CONFORM TO ASTM A307, GRADE A. 7. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH A RUST — INHIBITIVE PAINT SYSTEM APROVED BY THE OWNER AND TENANT. 8. EPDXY— GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET EPDXY —TIE ADHESIVE" AS MANUFACTURED BY SIMPSON STRONG —TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC —ES REPORT NO. 5279, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION OF EPDXY— GROUTED ANCHOR INSTALLATION IS REQUIRED. 9. ALL NEW OPENINGS THROUGH EXISTING CONCRETE WALLS SHALL BE ACCOMPLISHED BY SAWCUTTING WHEREVER POSSIBLE. ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND CLEAN; NO OVERCUTTING AT OPENING CORNERS SHALL BE ALLOWED. AS REQUIRED, CORE DRILL CORNERS AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE REQUIRED DIMENSIONS. 15/S3 EX. CONCRETE WALL PARTIAL FOUNDATION PLAN SCALE: 1 /8 " =1' -0" ELEVATION J 5 11 12 L ELEVATION 20/S3 ELEVATION 20/S3 MC12x10.6 1 0 MC12x10.6 0 EX. CONCRETE WALL • ■ SAWCUT & REMOVE PORTION OF EX. CONCRETE WALL PANEL ELEVATION SCALE: 1 /4 " =1' -0" 11 16 17 18 LINE OF SAWCUT SCALE: 3/4 " =1' -0" SECTION TOP OF STEEL (FIELD VERIFY ELEVATION) y2"0 THREADED ROD 12 "oc — STAGGER T &B — SEE ELEVATION — IN EPDXY GROUTED HOLES (EMBED 3 Y2 ") CHANNEL PER PLAN 19 19/S3 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 17 2010 City of Tukwila BUILDING fflI41Giil O lox 1 SEE PLAN NOTES #9 SCALE: 3/4 " =1' -0" Pt PP ti ELEVATION 15 (4)h"9) THREADED RODS IN EPDXY GROUTED HOLES (EMBED 3 Y2 ") CITYOFTIUKWILA MAY 2 6 2010 PERMIT CENTER 20 ci z W z z w z J z u m U u a: a: Gt O 4- +� W ( U E W > 0 g-0 0 0 Y D o z u, gJ w v 0 z PROJECT NO. C10 -028 PERMIT SET SHEET NO. SI 1 OF: 1 REVISIONS : LMH DATE: 05/25/2010 COMPUTER FILE : SCALE: NOTED W E. g <0<<<< SHEET NO. SI 1 OF: 1 DRAWN BY : LMH DATE: 05/25/2010 COMPUTER FILE : SCALE: NOTED SHEET NO. SI 1 OF: 1