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Permit D09-009 - ELECTRONIC SERVICE PROVIDER - FIRE DAMAGE REPAIR
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D09 -009 Electronic Service Provider 950 Andover Park East RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 93 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. ELECTRONIC SERVICE PROVIDER 950 ANDOVER PK E D09 -009 Parcel No.: 2623049105 Address: 950 ANDOVER PK E TUKW Suite No: Tenant: Name: ELECTRONIC SERVICE PROVIDER Address: 950 ANDOVER PK E , TUKWILA WA Contact Person: Name: BT VANDERWOUDE Address: 1402 MAPLE AV SW , RENTON WA 98057 Phone: 425 444 -3172 Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityf 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 Owner: Name: NATIONWIDE LIFE INS Address: REAL ESTATE INVESTMENT , ONE NATIONWIDE PLAZA 43215 Phone: Contractor: Name: H DAHLBY COMPANY INC. Address: 1402 MAPLE AVE SW , RENTON WA 98055 Phone: 425 -271 -5110 Contractor License No: HDAHLI *225MU DESCRIPTION OF WORK: 1. REMOVE AND REPLACE EXISTING FIRE DAMAGED SUSPENDED ACOUSTICAL CEILING AND LIGHTING FIXTURES. 2. REMOVE AND REPLACE EXISTING ROOF /CEILING THERMAL INSULATION. 3. REMOVE AND REPLACE EXISTING SMOKE DAMAGED FNISHES. $250,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 -009 Issue Date: 02/05/2009 Permit Expires On: 08/04/2009 Expiration Date: 07/28/2009 Fees Collected: $4,265.30 International Building Code Edition: 2006 Occupancy per IBC: D09 -009 Printed: 02 -05 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (*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 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: doc: IBC -10/06 „Li Permit Number: DO9 -009 Issue Date: 02/05/2009 Permit Expires On: 08/04/2009 Date: X—S"`D 9 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or than o yvoXir4 I am authorized to sign and obtain this development permit. Signature: Date ----- 97 J D Print Name: t.de 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 -009 Printed: 02 -05 -2009 Parcel No.: 2623049105 Address: Suite No: Tenant: doc: Cond -10/06 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 950 ANDOVER PK E TUKW ELECTRONIC SERVICE PROVIDER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: All wood to remain in placed concrete shall be treated wood. 14: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -009 ISSUED 01/27/2009 02/05/2009 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the D09 -009 Printed: 02 -05 -2009 following concerns: o • 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 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: Cond -10/06 D09 -009 Printed: 02 -05 -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 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 29: 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) 30: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 31: 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) 32: 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 sprinlder 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) 33: 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) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: 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. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: 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 -009 Printed: 02 -05 -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 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: Print Name: doc: Cond -10/06 D09 -009 Date: 9-f7 S 49 ordinances governing or local laws regulating Printed: 02 -05 -2009 E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lute: uv,r.t•i.trrl 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 Name: bi— y� Mailing Address: / /�2 2 dek h119 y e 141 GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4)'for Plumbing and Gas•Piping,(pg 5)) #ThuAlhr 5, 7 City Contact Person: - / Day Telephone: Fax Number: Expiration Date: E -Mail Address: n Contractor Registration Number: C 6 oe ':Building. Permit No. D 'Mechanical PermitNo. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use,only) King Co Assessor's Tax No.: 24 + Site Address: 6 /5 0 i t 0 pAn• b 9 81/3% Suite Number: Floor: Tenant Name: G GN I G Mow pelt, New Tenant: ❑ Yes X.No Property Owners Name: t, h• Mailing Address: ! ® Q City CONTACT PERSON - who do we contact when your perinit°is4eadrto be issued Day Tel phone: 4 State 7.4 Fax Number: ��tS .0 -k7l — 7 f City fii/4 S Zip State Zip DJ`? ARCHITECT OF RECORD - All plans must be ;wet stamped?by Architect of Record Company Name: PAC1P c eluotg I 1 lle ?bC H N, U (/ 165 10c., Mailing Address: 1300 P7l%I AVE j4 1T1.6 Wk 98io�' A City State Zip Contact Person: J. • AL Day Telephone: Z047 2E51 1S 0O E -Mail Address: jab t°' P8C eing teem. C Wt Fax Number: 20(0 jel "ft/ I ENGINEER OF RECORD - All plans must be wet stamped! by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: p ■APVlic:nu.ts +roans- Appl¢attotu On Linea- 2006 - Permit Application.doc Revised 9 -2(M)6 • Uh State Zip Page I of 6 BUILDING PERMIT INFORMATION - 206 - 431-3670 Valuation of Project (contractor's bid price): S ., T i00 Existing Building Valuation: $ Z 15 00 Scope of Work (please provide detailed information): I fie Move A•Jh ef ' ' (5 ts11 N 4, V otgir D�II VIA'Cge SHS(xNDtgb A-Co61STIC*L.' Celt•lN(o A'OJ 14644 r PAM 12E Z . fEfv►Ot/5 /IrtJ& AeOCMtb' tr " X csr1N(o /two /Ge(LI Nto TK6?9Q'1 SKU41'1CO, 3. R601006 Aw o Pielt t'tc,4; &Iasi 4 3 m o %67 oft neI f do b //III/S/' S L UCCA:MO M)'' /i 914. kar (Mecftfilvic IG tx4 c-r Nof -k.. ,5. 6t.6 me atowtcr4G uw1T5, • ill there be new rack storage? ❑ Ycs • Z .. 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) WI * For an Accessory dwelling. provide the following: Lot Area (sq ft): 803 1 Sr 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: J5 Compact: Handicap: Will there be a change in use' ❑ Yes No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there he storage or use of flammable, combustible or hazardous materials in the building? ❑ Ycs X 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. o . \pplicanons Forms - Applications On Line 3.2(6)6 - I'ennil Applicaion.doc Re, iscd 9- 20n6 hh Page 2 of 6 Existing A14 Interior Remodei Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC . 1'' Floor 405 5is /1../(.1.4F 0 0 111 Ft ) 8 2 " Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431-3670 Valuation of Project (contractor's bid price): S ., T i00 Existing Building Valuation: $ Z 15 00 Scope of Work (please provide detailed information): I fie Move A•Jh ef ' ' (5 ts11 N 4, V otgir D�II VIA'Cge SHS(xNDtgb A-Co61STIC*L.' Celt•lN(o A'OJ 14644 r PAM 12E Z . fEfv►Ot/5 /IrtJ& AeOCMtb' tr " X csr1N(o /two /Ge(LI Nto TK6?9Q'1 SKU41'1CO, 3. R601006 Aw o Pielt t'tc,4; &Iasi 4 3 m o %67 oft neI f do b //III/S/' S L UCCA:MO M)'' /i 914. kar (Mecftfilvic IG tx4 c-r Nof -k.. ,5. 6t.6 me atowtcr4G uw1T5, • ill there be new rack storage? ❑ Ycs • Z .. 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) WI * For an Accessory dwelling. provide the following: Lot Area (sq ft): 803 1 Sr 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: J5 Compact: Handicap: Will there be a change in use' ❑ Yes No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there he storage or use of flammable, combustible or hazardous materials in the building? ❑ Ycs X 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. o . \pplicanons Forms - Applications On Line 3.2(6)6 - I'ennil Applicaion.doc Re, iscd 9- 20n6 hh 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 he 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. BUILDING OWN T,b' IZ. i A E Signature: Print Name: s Mailing Address: l mLt ' 4 rM . I Date Application Accepted: oi11-i-loe■ I) Applications onus- Applicatious On I ine } -2106 - Penllll Application.doc Kn iscd 9.24mo I+h Date Application Expires: D Telephone: 'ity Date: / 7— , State Zip Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R10 -00415 Initials: User ID: Payee: doe: Receipt - 06 JEM 1165 Payment Credit Crd MC - Authorization No. 098917 City of Tukwila TRANSACTION LIST: Type Method Descriptio 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 2623049105 950 ANDOVER PK E TUKW ELECTRONIC SERVICE PROVIDER JOHN S FRISTOE, H DAHLBY CO INC ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000.345.830 RECEIPT Amount 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Current Pmts 60.00 D09 -009 ISSUED 01/27/2009 02/05/2009 Payment Date: 03/10/2010 01:03 PM Balance: $0.00 AY E ;T ECEIVE Printed: 03 -10 -2010 • City of Tukwila Parcel No.: 2623049105 Address: 950 ANDOVER PK E TUKW Suite No: Applicant: ELECTRONIC SERVICE PROVIDER Receipt No.: Initials: User ID: Payee: doc: Receiot -06 R09 -01226 WER 1655 ACCOUNT ITEM LIST: Description H DAHLBY CO TRANSACTION LIST: Type Method Payment Check Authorization No. PLAN CHECK - NONRES 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 Descriptio Amount 45717 60.00 Account Code 000/345.830 RECEIPT Current Pmts 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D09 -009 ISSUED 01/27/2009 02/05/2009 Payment Date: 08/05/2009 01:59 PM Balance: $0.00 PAYMENT RECEIVED Printed: 08 -05 -2009 Parcel No.: 2623049105 Address: 950 ANDOVER PK E TUKW Suite No: Applicant: ELECTRONIC SERVICE PROVIDER Receipt No.: Initials: User ID: Payee: doc: Receipt - 06 R09 -01120 BLH ADMIN H. DAHLBY COMPANY TRANSACTION LIST: Type Method Payment Check Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Descriptio Amount 45728 60.00 Account Code 000/345.830 RECEIPT Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 07/17/2009 01:12 PM Balance: $0.00 Current Pmts 60.00 D09 -009 ISSUED 01/27/2009 02/05/2009 PAYMENT RECEIVED Printed: 07 -17 -2009 Payee: H DAHLBY CO ACCOUNT ITEM LIST: Description • 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.: 2623049105 Permit Number: D09 -009 Address: 950 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 01/27/2009 Applicant: ELECTRONIC SERVICE PROVIDER Issue Date: Receipt No.: R09 -00203 Payment Amount: $2,586.80 Initials: WER Payment Date: 02/05/2009 11:07 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 45711 2,586.80 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 640.237.114 Account Code Current Pmts 2,582.30 4.50 Total: $2,586.80 PAYMENT RECEIVED doc: Receiot -06 Printed: 02 -05 -2009 Receipt No.: R09 -00145 Initials: JEM User ID: 1165 Payee: H. DAHLBY COMPANY ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PAYMENT RECEIVED • 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.: 2623049105 Permit Number: D09 -009 Address: 950 ANDOVER PK E TURIN Status: PENDING Suite No: Applied Date: 01/27/2009 Applicant: ELECTRONIC SERVICE PROVIDER Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 45703 1,678.50 RECEIPT Account Code Current Pmts 000/345.830 1,678.50 Total: $1,678.50 Payment Amount: $1,678.50 Payment Date: 01/27/2009 03:39 PM Balance: $2,586.80 doc: Receiot -06 Printed: 01 -27 -2009 Project: E Type o f ns ecti n: t t A G1/41. (.5 J : ( (4-:Al Address: q 56 A1U. c3 i t E. Date Called: Special Instructions: / Date Wanted: a� Requester: Phone No: �. "A44 !3 /r72 d INSPECTION NO. INSPECTION RECORD Retain a copy with permit PE& NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. ❑ Corrections required prior to approval. At COMMENTS: e5 I" r &o p(cXe Inspector: N 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: COMMENTS. T op AM 6%) 6 % ) . I Il (4 Av Ad 61� ueJL 1 C C -,,, r i a Spec Instructions: ) JI,Q Ae k 60(1— 1e . Requester: S S C D/ i% / o J ,- J� eJ c c- ,4 /1 ° A-77 M � (r- J t,J - ) IV e P eQ 1.)6 .e< :0/ `r /1 P1 -e.c c. l.,, S (P IA); I.''\ '1)6 ate ^ ipii e S T A e L P (rS t fi (� ) A C...� -1 Se G1- K`rE n J c J i (f ` - . �v,r k s L -e__S' Project: is P T op AM 6%) 6 % ) . I . Ad 61� ueJL Date Called: i a Spec Instructions: Date Wanted: � 3 — ( 4 - Requester: Phone 2 S _441- 3 ? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 f7 Approved per applicable codes. 9Colc required prior to approval. Inspec}or: ' „A, Date: 3 Er.. 1 • ❑ $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: Project: ( K Type of Inspection: IA)/d( �- c e , Address !k n J jc r c6 A Date Called: Special Instructions: 7 Date Wanted: 3 _( / J r a m. � p. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 2- CA Ins peror: ` Date: 3 17 $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: ocA PERMIT NO. (206)431 -3 7 Project: e...._5 T ype of Inspection:, \ s)1. (...;: i Date Called: J Address Sj An ^ �� F Special Instructions: Date Wanted: 3 'ic�l — 1 J ` a m p .m. Requester: Phone No: .1:q Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12a- 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. COMMENTS: eA PA-A Inspector: Date: 3 _ ` ( J • ri $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: Project: G'Tt'oi(//C .BPIF✓ ' Type of Inspection: .5) /5'/ .O•r0 e /4/ Address: 147 C1i11/ �--� 1 g Date Called: Special Instructions: q5 d m, �,r Date Wanted: °f - 3)-t 5 7 a.m. Requester: Phone No: 4 / 2 5 - 'Vyy - 3/7?- -0(0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION rt 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: P t) k -- J % J r M 1 Insp IDate93 $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: COMMENTS: y ) 41Se' 2 c'zF€ zea,UK' .5 42 /if 27 ,,94/two Ai tf/,1 i � f: f / - ?'€ e f —r �+ LZ �i/'I�'7 �eCfi d. k-- �1s1 r!F cl a el /'f - Apai Special Instructions: e #1/5// 0 3G002 -a/ /_ } r/1. -* ._S -IY A/fF 4 /o .L,- ..110 7/d zi- S7/544.; A✓ e' r/ Project: Type of Inspection: St. raJfitIOC/3 (7F / /Vc c'zF€ zea,UK' .5 42 /if Address: Date Called: Special Instructions: e #1/5// 0 3G002 -a/ Date Wanted: r /cg _ m. Requester: Phone No: f' - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Dad 45 . PERMIT N re--- (206)431 -3670 f 7 60.00 REINSPECTIO FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southce er Blvd - ( Suite 100. Call to schedule reinspection. Receipt No.: 1Date: SW COMMENTS: ss-e Type of Inspection: e S 1 1 -t__" .s m-c. i -A-4 1 5 � f ( e Address: Q50 r.)N.Dafp 1�/4 e A .I (I) Special Instructions: Date Wanted: Requester: Phone No: (-.e, C -- 27/ —3y{ - Li Y 0.7t -r l E - v,�t. 1 ! J J 5 io . T N n.,�' P_ 4 V P E A j LA)(I (1 —Al "T P S -11 L k. A T\) L- -- P { -)1,: • A i . Project: - (2T -ZDN . ie . ev ie Type of Inspection: e S 11 . I� / / Address: Q50 r.)N.Dafp 1�/4 Date Called: e' Special Instructions: Date Wanted: Requester: Phone No: (-.e, C -- 27/ —3y{ - I INSPECTION RECORD R etain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 11- (2 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. o prior to approval. 7 Inspectd : Date: - El $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: COMMENTS: " ` Sr°4' (° Type of Inspection: 5'l/S - ( e‘/Z-/A1 Address: 5'.5 Avv od e P Date Called: Special Instructions: l\ i ) - (( Requester: Phone No: y. -2 7/ --__74/73 1 1 1L--e -s '.,-/& 0 n I I Project: F'LC i 4? (1/1// Sr°4' (° Type of Inspection: 5'l/S - ( e‘/Z-/A1 Address: 5'.5 Avv od e P Date Called: Special Instructions: Date Wanted: 9 -2 a. m. Requester: Phone No: y. -2 7/ --__74/73 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6)05- PERMIT NO. CITY OF TUKWILA BUILDING DIV)SION 12— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ;o f ctions required prior to approval. Inspector: Date: ? (-r / — ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must Ike paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: .N. 811e, T czot )it°, sc R tbc°F Type of Inspection: S t 1S Rr'&1 OF 6 C,ELG Address: q50 Aaoo/s:k. PK. F_ Date Called: Special Instructions: Date Wanted: g - Zs — cam a.m. Requester: Phone No: LI ZS —L W L 4 —75749 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Boy- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: Inspector: _ Date: fi j 1 , ( r 1 2 . e .A. -ti EAd' / El $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 4 Projec Type of Inspection: t Address: °lam, 0 A-A6 oLGr-- r Date Called: / Special Instructions: Date Wanted: r a.m� c' jq - vq p.m. Requester: Phone No 7)Xoe 2`?( -34 '73 COMMENTS: � F 14) J A t ?)1/4-4C31'S 1 2-4 0 ( ' ( k &I & &-' A il 6T -e 5 (: .e)- 1, JA Inspect r: Date: , _ 4 00 INSPECTION NO. PERMIT NO. _f CITY OF TUKWILA BUILDING DIVISION l (� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit iirrections required prior to approval. ri $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: • r Project: r' ■tEe7 2 o , v, y te4e Type of Inspection: �7� WA4 �/ Addres : Date Called: Special Instructions: Date Wanted: q — // 0 F - p.m. Requester: Phone No: ' 3/ 2 INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: -P Ajy/b J f Inspector Date: El $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: El Approved per applicable codes. fl Corrections required prior to approval. Project: A SP Type of Inspection: �) SO Spe� C wt , - Addr s , ` 5 D ,4Mij vhf `r Date Called: / r �� Special Instructions: Date Wanted: �, . Requester: Pho2 .: ' LJ _ __ 11570 44 � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION tz ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Corrections required prior to approval. COMMENTS: A 1 k-r )/ ! ,) ukt' k n.t- .5 DA Li Inspect y r: Date: 7 3 I $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: 1 PERMIT NO. COMMENTS: Type of Inspection: C P A/ (i-7 Address: 9.50 Date Called: h -d P As Ei . S JD ,1 .- , l r c: i ; o^ J r- '' A' h I t A ' J! 11J 191.1 :L s Q.. ic— 1 -, !JAI • a 3 b C X p NAs , .. " ' .>‘. .. 7 A i - - A-eel f-; i-e r f p C e (e � . c.,,, / . a Project: '� / ?QN /e SF�Pv4 Type of Inspection: C P A/ (i-7 Address: 9.50 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No '9.2 5 5 J/7,7 �h INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION et- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Corrections required prior to approval. 23 ❑ $60.00 REINSPECTION FEE REO !RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i COMMENTS: Type of Inspection: t`,47 9,71 /it/4,, Address: Date Called: l t t. J e. (>r L-.. (-:_, r j( f u A', k 5 1 c, Requester: 0 6— b 7\ `C P 7 f to i`"t (c tzA tie 4,1 f1" " I--■ ` Cr, t . l Project: L d TiQ OA/ifl ,5 (`ee Type of Inspection: t`,47 9,71 /it/4,, Address: Date Called: Special Instructions: / Date Wanted: 7 2O`oe* a.m. Requester: 4 Phone No: 4/251 .. / 7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 5_d INSPECTION NO. PERMFPNO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ❑Corrections required prior to approval. /• Inspector/ Date: EI $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: Project: Type of Inspection: Cr.) 'gib O e r( ue Atess,s6 r v6U� G • C Date callli Called: Special Instructions: Date Wanted: _ t& -"el' ��a me 6 9 Requester: Phone 2 5- —3172_ DDS -a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION igr 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. p pri,,JA pLc COMMENTS: A � CO y 1 ‘)t\ lk( Inspectors bu,4 (Date: 1 ' (' ko El $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspe4 n: 1,JA 1 Da te Called: Address: q 5 A ()Cr L4 -- Special Instructions: Date Wanted: �( / ---0 � .... Q n -f#--s k Ck - to A-1 ( 1 A. SA 4 r12_, I) . " 0 L-- ) c--D J C 5 1 , J y Project: P .. s ' ! Type of Inspe4 n: 1,JA 1 Da te Called: Address: q 5 A ()Cr L4 -- Special Instructions: Date Wanted: �( / ---0 � a.m. 1,71. Requester: Phone fV !-"C - 414 "-3 r12_, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ehol PERMIT NO. (206)431 -367 Approved per applicable codes. a Corrections required prior to approval. / Inspector Date: p _ •j' / �c� 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspectiori. Receipt No.: !Date: V Pe. COMMENTS: r - -D ,4._ �.� r ( , ` (SieA2 Address: 9 S d Avk d dtif ger Date ailed: r - imit ? Av f u JA 0 Date Wanted: a.m vtr_— ;mss , ,s .) fr Q) v.ik S i . PL. -3e_ a ^ C D -.L Phone No '`] `�] 'n/ .- x-44' ! V A t t Project: 6.„.s P Type of Inspection:• I A • t Ay 1 A I Address: 9 S d Avk d dtif ger Date ailed: Special Instructions: Date Wanted: a.m 6 - Y.-of p.m. Requester: Phone No '`] `�] 'n/ .- x-44' ! V f Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspect `r: cyLA Date: 9 F- ri $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: COMMENTS: 't,�-- to .) r) I Fc---. / 1 . or AA - /l ak , I A- AA . .1 . J i 9 . 1--oa ( D - L- p--o l /Z., t-... T `7v 9 TO A A -3S Jv05 li.A . 7 / 1 I z / (. c 'd,—. m.... i ; A ,f M'11 f-, r F L1 , . e;r1,J - 5 a iks e.2 O- / M ,)( J . P , - , A 1'1. T r- tt 6 v4--1I u A-1 M P....ke_Nu -'1' F ' „`' j G, `�•/� t A << / O ` AA 1-1 8; r - 2-..a -•-.7 -f DP„ c <- -'/ Project: Er�CTR0.1c. sofuc Type of Inspection: FDA/N„NC, Address: 9SO Pi k) 1 DICUP iR, i Date Called: Special Instructions: Date Wanted: 5- Z- 1 -0'7 m " p.m. Requester: Phone No: _ W Z - q L(i-t —317 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Doct -009 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspec} Date: Z ( r $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: R J ncTJ 3X i. kf "--z CACI .) €r. J e l Q S 6'�.�f iT a ^ &JA / ( tr (.0nTi ) APe 1 i A4 Nig L- "eT .$J 4.`"P 4/ .jai /(o nn .S f' c_i v /A C-A Ct. AIL) J 1 Ai err Sate 1 s e' .,/ 'r D r i^ kt j--, i i\I " s n er Q pt /4 e5 A hA-3 1l f7) A /i.--% . Requester: A,GAG, ,)^ 1,J J i Cc. Q( A7 :012,1 a - J - e. /r A Lc 4 [4i . i \ bF pAx�i;.1) A it IA r ' n P. .p." ifs it--e A /(4- e., 6 : --e04 L- C ( 2gfiZ. I Project: , gel e(7' Si'; C e Pro w - do-f____ of Inspection: , ��a .(.t • Address: RSO k dues Msr Date Called: Special Instructions: Date Wanted: 4 — ?!) -0y . . p.m Requester: Phone 2 � 5 -444-31n_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,c oq - DOS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 4-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. ❑ Corrections required prior to approval. Inspecto • >A ;7 rte: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ct: l are�v�� _co r�/ -�, Type Inspe ti h: i nd � %� LJt1.S Addr : i/�' g Date Called: Special Instructions: Date Wanted: , C Requester: Ph /2$ 1/11✓—f(7 L SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A . _j) u ( rvrt R -13 — A PPoov c4 l`) ark . (e; l • ‘ e ■v( ■/F k 30 _ r_ Datd4 0 REINSPECTIO FEE REQUIR D. Prior to inspection, fe must be t 6300 Southcent r Blvd., Suit 100. Call to schedule reinspection. Re ei i 'Date: 9 Pro' / Ie1a +ce fra !" Typ of Inspection: rre ' G- �t..J - Adep Q-`Qou� p ate Called: Special I / Date Wanted: 7 - )O 't ..a. p.m. Requester: Phone No' 1 ZS - 144 -3 t 9 Z_._ INSPECTION RECORD Retain a copy with permit IN PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecr I Date;z_ J 7 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Project: 4.7? Type of Inspection: Sprinklers: Address: oi SC Suite #: /V, E Contact Person: o V, 0 Fr , She �A kt y, r • j Special Instructions: 5 Phone No.: y Z s - 7 - 7 I 5 1 O Pre -Fire: Needs Shift Inspection: ` Sprinklers: Fire Alarm: Hood & Duct: Monitor: 5 wA vt Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain ©.with permit 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Fi Corrections required prior to approval. COMMENTS: Fi Go■ aka_ { c u f C1't i3O SSucJ • ate- I klitt) Inspector: 1,1A5-9 - I Date: Hrs.: n $80.00 REII1SPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: riye._ F,.n c Type of Inspection: ' ` �M Cn. �► rtd� A 1 . 0., Address: q A P g Suite #: c,, g� �.. � d4 ta.,�„,• 41.00 Contact Person: / bo 0 Jo. v / a.. sl-fv. Special Instructions: Phone No.: sot,_ 7 G 7- g$aeo $77 - f7 6— Li968 Hood & Duct: ioww�. �j - ro l ec I s r. C i QJi(0S � Monitor: Ap.14. / Pre-Fire: - Permits: le - va // g/s't ok, t-v, Sy.-►N 4 •v+ O%o wn oC D . - 0 4,0,A - r - �i,,,. a,,, # J 1 . — 0 XjA,t 1) cA c;-S S OO d _ V rOg 5 /1 4 c,... 4 J 0 — -. .. .. _...1 - ' r (, / I € r V N t, k t • 5 5 . A- t -- t/14 ;: • Project: � G , t, P Type of Inspection: ' ` �M Cn. �► rtd� A 1 . 0., Address: q A P g Suite #: c,, g� �.. � d4 ta.,�„,• 41.00 Contact Person: / bo 0 Jo. v / a.. sl-fv. Special Instructions: Phone No.: sot,_ 7 G 7- g$aeo $77 - f7 6— Li968 Needs Shift Inspection: /.mss Sprinklers: .( r Faire Alarm: / . Hood & Duct: Monitor: Ap.14. / Pre-Fire: - Permits: Occupancy Type: -- J INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECOEW Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Coq -_ � 6� 9— oo i PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 98188 - 206- 575 -4407 n Corrections required prior to approval. 1/13/06 $80.00 REI SPECTION FEE REQUIRED. You will receive an invoice from th - City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P: 113 Project: 6 p Sprinklers: . Type of Inspectiony elks a0 g A ir c L I ( HT )1\1(.1 `.r- .F.57- ( Address: (.15-0 Suite #: A PF Contact Person: 11A ' 4- e 1, cam G.b.. e- el ec );c ////// 6 Special Instructions: Occupancy Type: Phone No.: 15 $24 --1Y9 i Needs Shift Inspection : '. J Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I • INSPECTION NUMBER %Approved per applicable codes. Inspect°rr Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy.wih permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa.98188 206- 575 -4407 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: E/Me d1 iiq L, i i ai I . 3//, &to n4 I) 144 E, lea. /• A/5 Gy�io 5 - I Date: � / lam ,/ /a Hrs.: / U $80.00 R INSPECTION FEE REQUIRED. You will receive an invoice from thelCity of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: I Type of Inspection: rA rjNittL Address: q c o Suite #: A pg. -1 (1. ) R.a.“.1.0...., i- piaos 1= 4 - C-",..LE, A LIA,2.1-tA 515T F14 - Permits: Occupancy Type: Phone No.: 20( 7 Ts' - 3/ tl75-ti 5 7 - I-00g LAJCs 115 1 i cPAINI) 2.) E 1440,41re 4- 1 3 m194 f ( 01 toJe-reit. : S 14 F - 7 7 / c • 7 v ord . . • cei k if- a. i., a NE. 7 4G 5 ,-- pc; 6; t 3; /1 T 54o). ( SS 2-7.0t) a2;t L.kvis OA : ____ geitivoe , Lip . ?goos . Project: E 5 P Sprinklers: I Type of Inspection: rA rjNittL Address: q c o Suite #: A pg. -1 (1. Contact Person: n (31A f r ei\ - Sllui Special Instructions: Permits: Occupancy Type: Phone No.: 20( 7 Ts' - 3/ tl75-ti 5 7 - I-00g Needs Shift Inspection: Sprinklers: I Fire Alarm: Hood. & Duct: Monitor: ft Al-e Pre-Fire: • Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Approved per applicable codes. Inspector: 5 - Li a u., Date: - Hrs.: c) $80.00 REINSPECTION EE REQUIRED. You will receive an invoice from e ity of Tukwila Finance . Department. Call to schedule a reinspection. Word/Inspection Record Form .Doc INSPECTION RECORD Retain a topy with pet CITY OF TUKWILA FIRE DEPARTMENT . 1/13/06 ' 'th99- 001 r PERMIT 'NUMBERS Corrections required prior to approval. T.F.D. Form F.1 113 _ COMMENTS: - Type of Inspection: 4er1.C[�fi rri f ii;,),/,>"1.3 r . ilenenteinf J a 13 F4,' lie. . Contact Person: ' 771 , In " , Special Instructions: ,� ,r�r A. Phone No.: V P - Li LI j vd . ) r 174 $ . i',L Pcow,±n.) .... 2 /44 C2) eIrici d'(l , eoi res$ 1/ 41a%1`) .v Project: ESP - Type of Inspection: 4er1.C[�fi rri f ii;,),/,>"1.3 r Monitor: Address: 95:o Suite #: iv, Contact Person: ' 771 , In " , Special Instructions: Phone No.: V P - Li LI 3) 7 : -- Needs Shift I n spection: • Sprinklers: "" Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: 4.. ti 3 INSPECTION NUMBER r PERMIT NUMBERS CITY OF TUKWILkFIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit [l'rections required prior to approval. Inspector: ;S.3 • • I Date: , 1,jgz• 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 Project: { Sprinklers: Tye of Inspection: ' Fire Alarm: Address:„._, Suite #: 0 11 i(A cc c Contact PersoQn: N\AR.1C- &Ve- Special Instructions: Pre -Fire: Phone No.: PerMitsi. Needs Shif 'Inspection: { Sprinklers: R ' Fire Alarm: Hood & Duct: . f Monitory Pre -Fire: .... ; 1- lott. PerMitsi. Occupancy Type: _- INSPECTION:NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: SAI CM 2 - c � .c r• c 4 � � s r c, Inspector: rov per applicable codes. cc\51 INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 I Date: n Corrections required prior to approval. PERMIT NUMBERS n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 11 4 x wic ►i ► prifisli i C C b M ICI W:.CEI ' ' bor- - � mus imi= i C ► T_ 1 . � � I Bud id IL !HIM Iu ■ s I■ '► ►eP1��11� +11► a 1 7 11N117.1 !III __ _C __ ;L II�Iii ie iuII iiiiiiI■ ■ iif i iII ■'f • --__ • . �I I11111 1 1 1 1 1 u111111IIu1uhul111ni5 . ='�` E o 1 i:uI :u I I INl ►�I -11111 : 1111 11 i 1 i�18 l e� i of 1111 1 111 limn: 1 C1i■ . CC: a 1111 � tii.+lu A . ►� .►1111 + ► + �. ,� ►__,.■ mama. NENE C ..w .._ i •_6�as"•1 1111 ra _ BE � alir= �I...... _ `moo ji - - --► -� mia■ ss. � i : : i � i m sum UUiCi :C . 'MCC_ al M 11111IIC r_- i ummee Ram.! l g immip me S c S Permit ITV mom sor w Stmaaa sa..� ai;laad FILE COPY No.. C3 11131, ores Nrki aioold CON■ var•01241■10 Orel* Ott II REVIEWED FOR CODE COMPLIANCE APPROYED AUG 04 200 R EVISIONNO1 . R- City of Tukwila O C`� _ BUILDING DIVISION 1 PPOw104fla 21Vd3J 3°OV4NG v W®0° RECEIVED JUL 2 8 2009 PERMIT CENTER .., •.a. 57162_Bmt ure.hMd 1 FILE COPY tAc i _ oces` the ' SEISMIC CEILING SUSPENSION Chicago Metallic REVIEWED FOR CODE COMPLIANCE APPROVED Better. 0 4 2009 Faster. Easier. of Tukw G DIV ON Reliable. Efficient. Compliant. Fast. Easy. Customer Focused. REVISI i)09 009 RECEIVED JUL 2 8 2009 PERMIT CENTER 11/42008 1235:13m Purpose of Installation Requirements for Suspended Ceilings • Suspension systems strong enough to resist lateral force imposed upon it without failing. • Prevent border panels from falling from the ceiling plane. Federal Emergency Management Agency (FEMA) Seismic performance during recent large California earthquakes prompted FEMA to address several concerns including suspended ceiling performance during a seismic event. Research and tests demonstrated that current industry seismic standards (UBC Standard 25 -2) were not adequate. FEMA determined that the key to good seismic performance was support of individual panels at walls and expansion joints and interaction with sprinkler systems. Source: FEMA 368 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures p2 I 800.323.7164 I chicagometallic.com 57162 Brocduralndd 2 Seismic Codes: Development and Adoption All 50 states and the Virgin Islands use the International • _ Building Code (IBC) at a local or state wide level. New Seismic Categories According to the International Building Code, a Seismic Design Category must be established for each construction project based on: 1. Anticipated ground motion 2. Type of soil in a specific geographic area 3. Occupancy category The Code Official is the Only Authority to Enforce Code Compliance The building code was established to set minimum requirements for life safety and preservation of property. It is important to know that while the building code establishes the requirements, it is the code official that has the power to enforce its provisions. The code official also has the latitude to allow materials and methods of construction that are not addressed in the code. In this case, an official can perform their own analysis of evidence presented or can rely on independent, qualified sources such as ICC -ES to do the analysis and provide their findings. The resulting report is specific, technical evidence on which the code official can base approval of a particular design without delaying construction. Earthquakes Are Coming! • California — 62% probability of at least one magnitude 6.7 or greater quake in the San Francisco Bay region before 2032. • East Coast & Midwest — 90% probability of a magnitude 6 to 7 event occuring within the next 50 years. 11/4/2008 12.35:14 PM II 57152_Bmdj,o_u1.Indd 3 Industry Standard Construction ASCE 7-05 Section 13.5.6.2.1 Seismic Design Category C Reference CISCA Recommendations for Seismic Zones 0 - 2 The ceiling must be a free - floating system, not attached at any walls. Main and Cross Tees need a minimum of 3/8" clearance from the walls. All perimeter grid components must be tied together to prevent spreading using Spacer Bars, or other means. Must use Safety Wires on light fixtures. Perimeter Support Wires required if Wall Angle support ledge is less than 7/8". Intermediate Duty system, 60 lb. minimum connection strength. Use of hook Cross Tee connection is acceptable. Refer to IBC 2006, ASCE 7 -05 and CISCA Seismic Zones 0 & 2 for complete details. ASCE 7-05 Section 13.5.6.2.2 Seismic Design Categories D thru F Reference CISCA Recommendations for Seismic Zones 3 & 4 Ceiling areas less than 144 ft are exempt of standard construction requirements. Heavy Duty suspension system must be used. All system connections need to withstand a minimum connection strength of 180 lbs. A Wall Angle with a 2" ledge support must be used at the perimeter. • Ceiling must be attached on two adjacent walls. • The opposing walls must be unattached, with a 3/4" clearance from the wall for the Main or Cross Tees. • Spacer Bars, or other means, must be used to tie perimeter components together on unattached walls to prevent spreading. Perimeter Wires must be used within 8 "from the wall on all four walls. • Safety Wires must be attached to the light fixtures. • Light Fixtures must be positively attached to the grid system. • Ceiling penetrations, like sprinklers, must provide clearance for movement. • Ceiling areas larger than 1,000 ft require horizontal restraint every 144 ft consisting of four diagonal Splay Wires or rigid braces in combination with a Compression Post. • Ceiling areas larger than 2,500 ft require a Seismic Separation Joint. • Ceilings subject to special inspection per ASCE 7 -05 Section 13.5.6.2.2 (h). • Refer to IBC 2006, ASCE 7-05 and CISCA Seismic Zones 3 & 4 for complete details. chicagometallic.com I 800.323.7164 I p3 11/7/2008 2:27:39 AM Seismic Design Category (SDC) What does it mean? A Very small seismic vulnerability B Low to moderate seismic vulnerability C Moderate seismic vulnerability D High seismic vulnerability E and F Very high seismic vulnerability and near a major fault 57182_&odwre_ul.IMd 4 Can I use any CMC grid in seismic applications? Where can I find the information I need to install ceilings to meet seismic requirements? What is a seismic design category? Where can I find instructions detailing each step needed to install ceilings that meet seismic design categories? How can I verify what codes my local or state officials require us to follow? p4 I 800.323.7164 I chicagometallic.com Seismic Ceiling Installation: FAQ Because ceiling panel performance and non -tee bar suspension systems are not well defined in the IBC requirements, CMC is working with an independent, internationally renowned structural engineering firm to test both standard and non - standard ceiling systems for seismic performance. The results of our full -scale seismic tests offer proven safety and performance support for standard and non - standard ceilings, flexible design options, and more efficient installation designs. The following CMC grid systems are acceptable for use in International Building Code Seismic Design Categories: 200 Snap -Grid / 640, 650, 660 & 670 Drywall / 660 Wide Face / 730 All Stainless Steel / 830 All Aluminum / 1200 Seismic / 1260 Aluminum Cap / 3500 & 3600 Bolt Slot / 3700 & 3800 Styline" 1 4000 Tempra" Contact Chicago Metallic for specific components and corresponding Seismic Design Categories. Note: Check local code for installation requirements. You will first need to verify the seismic design category for the building in which you will be installing your ceiling.This information will be determined by the architect or designer on record, and can be found in the general information section of the specifications or in the general notes on the structural drawings. You will then want to refer to the building code and installation standards that are currently being used or accepted in your jurisdiction, and are available from your local code official. A Seismic Design Category (SDC) is a classification assigned to a structure based on its occupancy or use (Occupancy Category) and on the level of expected soil modified seismic ground motion.This can be expressed schematically as follows: [Occupancy Category] + [Soil modified seismic ground motion] —► SDC Generally accepted installation standards are based on current versions of the IBC, ASCE -7, the CISCA Seismic documents, and the ASTM E 580, and are straightforward. If you need additional assistance, please feel free to contact our Technical Services team at 800 - 323.7164, option 3. Each local or state government office has a department that manages building permits and construction requirem ents.You should contact them to see what installation standards they will require. 11/7/2008 227:40 AM 57162_Bro urB_u1.L dd 5 My building owner does not like the 2" wall molding that is required in IBC seismic design categories D, E and F. Is there an alternative? How can local code officials be sure that the use of the Chicago Metallic perimeter clip 1496.00 is compliant with the IBC? Where can the local code officials or I find verification of the testing, or recognition by ICC-ES? Has an alternative method for seismic separation joints been developed yet? Is there written documentation for the SST too? Seismic Ceiling Installation: FAQ Chicago Metallic has designed a seismic perimeter clip, item '1496.00, which provides for the use of a 15116" wall angle while eliminating the need for perimeter spacer bars. This clip has been recognized by ICC -ES as an alternative installation that is compliant with the IBC. Official approval of this alternative remains the purview of the Authority Having Jurisdiction (AHJ). See ICC -ES ESR -2282 at www.icc - es.org. Chicago Metallic's seismic grid system, including the 1496.00 perimeter clip, was rigorously tested at the Structural Engineering Earthquake Simulation Laboratory (SEESL) at the State University of New York at Buffalo.The evaluation process, including room size testing on shake tables at the University were monitored by engineers from Chicago Metallic and the State University of New York at Buffalo, as well as by engineers from an independent structural engineering group, to insure accurate data was properly collected and summarized.This report was then submitted to ICC -ES, where our suspended ceiling grid and perimeter clip has been recognized by ICC -ES to perform as required by the current IBC. Our evaluation report (ICC -ESR 2282) from ICC -ES can be found on their website at www.icc-es.org.The evaluation report can be found under the search function on the website, by entering either our manufacturers' name (Chicago Metallic), or our ICC -ES report number (2282). The report will provide in detail the evaluation of our product and proper installation requirem ents.There is also a link to the report directly from the Chicago Metallic web site. Chicago Metallic has designed what we believe is the only seismic separation joint alternative that has been both tested at the State University of New York at Buffalo and evaluated by an independent, internationally - renowned structural engineering group. The Seismic Separation Tee (SST) from Chicago Metallic has been designed to provide movement due to seismic activity along the separation joint. Seismic activity causes the SST tees to move linearly, thus eliminating the need for a conventional separation joint. Other benefits over competitive products or standard recommended installations include: a one -step installation process - Just insert the tees and install push rivets to create the expansion joint, and you are done. There is no going back to cut main or cross tees or to add additional channels, angles or clips. Our independent structural engineering group has written a summary report that shows that our SST performs in such a way that meets the requirements outlined by the IBC. This report can be delivered directly to the code official by contacting Chicago Metallic and providing us with the code officials contact information (name, address) along with the project name and location. chicagometallic.com I 800.3233164 I p5 11/72008 227:40 AM Though suspended ceilings are considered non - structural, recommendations for seismic stabilization do exist. However, traditional seismic ceiling construction is costly. Additional joint clips, wires, stabilizer bars, and seismic separation joints increase the cost of materials, while attaching separator clips and field cutting cross tees significantly impact labor costs. In addition to its Seismic 1200 Intermediate and Heavy Duty grid, Chicago Metallic now introduces the Seismic Separation Cross Tee (SST') and Perimeter Clip, both of which can save up to 75% in material and labor costs compared to traditional installation methods. Seismic 1200 Exposed Grid Chicago Metallic's Exposed Tee grid includes seismic and fire -rated seismic constructions. The 1200 System is offered for Intermediate Duty and Heavy Duty performance per ASTM C 635 to satisfy the requirements of all Seismic code constructions. The exposed tee construction permits direct upward access to mechanical systems and is a cost - effective solution to seismic requirements. Stab -in cross tees cantilever during installation and will not fall out, making for an easier installation and protecting against lateral pull -out. When used with the Seismic Separation Tee, the 15/16" wide face creates a sleek ceiling design in all seismic installations. 1496 Seismic Perimeter Clip 3/8" and 3/4" dimension markers 1 57162. Bmchum i dd 6 Back Plate Seismic Ceiling System Details 15/16 "Wall Angle Tee Attachment Screw Holes 1496 Seismic Perimeter Clip The following CMC systems grid are acceptable for use in International Building Code Seismic Design Categories: 1200 Seismic 1260 Aluminum Cap 660 Wide Face 4000 Tempra° Contact Chicago Metallic for specific components and corresponding Seismic Design Categories. Note: Check local code for installation requirements. p6 I 800.323.7164 I chicagometallic.com SST' Cross Tees • Stab -in cross tees with QuidClick' end clips. • SST Cross Tee eliminates the three -step process of competitive alternatives. • The 1496 Seismic Perimeter Clip exceeds the IBC requirement for 2" ledge support. Each seismic design category has specific requirements regarding perimeter components, and our 1496 Seismic Perimeter Clip has been engineered to meet them. Current code requirements include a 2 " wide perimeter wall molding, and stabilizer bars to provide support, and prevent the ceiling grid from spreading apart along the molding. Chicago Metallic's Seismic Perimeter Clip meets seismic criteria set forth by the International Building Code (IBC) to stabilize main and cross tees at the ceiling's perimeter, as detailed in ICC -ES Report '2282.This clip ties together perimeter components and has been tested and recognized as an alternate method of stabilizing tees at the perimeter. Its robust construction allows contractors to use a sleek 15/16" angle in lieu of the less desirable 2" angle and eliminates costly stabilizer bars. The Perimeter Clip is easy to install. Clearly visible dimension markers on the clip show the required 3/8" or 3/4" clearance of the grid to the wall. An integral back plate accommodates the additional attachment of the clip to the wall and/or wall angle if desired, and screw holes provide easy attachment to the tee when necessary. The clip is a bright brass color, making it easily identifiable during on -site inspections. The commercial quality steel clip fits common grid components and can be used with lay -in panel ceilings. 11/42008 12:35:15 PM 57162_Brochureirdd 7 SST"" (Seismic Separation Tee) elongated integral end tab designated seismic joint main tee i push rivet lock each SST in place > > > > PUSH TOWARDS < < < < Seismic Ceiling System Details staked -on stab -in end tab The Chicago Metallic SST - is the only product available in the market today that has been both tested al the State University of Buffalo and reviewed by an independent, internationally renowned structural engineering group to be a viable solution for creating seismic separation joints in IBC seismic design categories 0, E and F installations. Chicago Metallic's SST' Seismic Separation Tee offers a ONE - step process to meeting IBC requirements. Each tee has one staked -on stab -in end tab and an opposing elongated integral end.The elongated ends of two SSTs are installed on both sides of the Main Tee that has been designated as the Seismic Joint, then locked in place with two (2) push rivets. In a seismic event, seismic forces cause the tees to move linearly, thus eliminating the need for a conventional separation joint (see photos below). In addition to the labor saved by going from the THREE -step process of returning to the assembled grid, cutting off tee clips, and installing two -piece brackets, the ONE -step SST process eliminates the need for more channels, wall angles, and additional hanger wires; does not interfere with struts, wires, or ceiling panels; helps keep the grid system square, and preserves the appearance of the gridwork. The extended integral tab of the SST allows it to push towards and pull away from the designated seismic joint main tee and maintain a strong connection.The push rivets enable the joint to withstand a pullout force in excess of 180 pounds.The internal friction in the joint also provides a measure of damping. < < << PULL AWAY >> > > Conventional Seismic Separation Joint To install suspended ceilings that exceed 2,500 sq. ft. in seismic zones, the IBC requires separation joints that allow cross tees to move laterally during a seismic event.Traditionally, contractors create their own seismic solutions by assembling the grid and then revisiting the assembly to cut the grid and build up conventional separation joints with tees, channels, and angles.The grid is then stabilized with additional hanger wires. In addition to increased material costs and time on the job, this multi -step process risks incurring delays while the construction method is inspected and approved. Competitive alternatives to this method include installing a two -piece bracket at main /cross tee intersections.This solution requires the contractor to install the grid, then return to the grid, cut oft the cross tee tabs, and attach the bracket with screws. While the system may meet IBC requirements, it is a THREE -step component and labor intensive process. chicagometallic.com I 800.323.7164 I p7 11/4P2008 12:35:17 PM 11 N y\I A -1 57182_Brochwe.trdd 8 Conventional IBC Installation UNATTACHED WALL UNATTACHED WALL • LEGEND • —12 ga. hanger wire ▪ — Horizontal Restraint (Warta aWctratlon on page Ill - - -- — Spacer Bar p8 I 800.323.7164 I chicagometallic.com IBC Seismic Catagory C Spacer Bar 718" Min. 318" A -2 7/8" Spacer Bar Min. CMC 1496 Clip Installation (ESR-2282) B -1 > w is UNATTACHED WALL UNATTACHED WALL 1496 Clip 15116" Angle B -2 1496 Clip 15/16" Angle 3/8" Min. 11/4/2008 12 :35:18 PM - -- - - - -4- - -- --r__ .-1. -1- • • • 'I- ' I , I -r. +• I —• •+ I I I +• I — • • • ••�- I I 1 -I-' I • • • •• I -I- - - - -z +' - - -- N y\I A -1 57182_Brochwe.trdd 8 Conventional IBC Installation UNATTACHED WALL UNATTACHED WALL • LEGEND • —12 ga. hanger wire ▪ — Horizontal Restraint (Warta aWctratlon on page Ill - - -- — Spacer Bar p8 I 800.323.7164 I chicagometallic.com IBC Seismic Catagory C Spacer Bar 718" Min. 318" A -2 7/8" Spacer Bar Min. CMC 1496 Clip Installation (ESR-2282) B -1 > w is UNATTACHED WALL UNATTACHED WALL 1496 Clip 15116" Angle B -2 1496 Clip 15/16" Angle 3/8" Min. 11/4/2008 12 :35:18 PM - • • • • I , I I , — , —• • • • — • 0 • • N y\I A -1 57182_Brochwe.trdd 8 Conventional IBC Installation UNATTACHED WALL UNATTACHED WALL • LEGEND • —12 ga. hanger wire ▪ — Horizontal Restraint (Warta aWctratlon on page Ill - - -- — Spacer Bar p8 I 800.323.7164 I chicagometallic.com IBC Seismic Catagory C Spacer Bar 718" Min. 318" A -2 7/8" Spacer Bar Min. CMC 1496 Clip Installation (ESR-2282) B -1 > w is UNATTACHED WALL UNATTACHED WALL 1496 Clip 15116" Angle B -2 1496 Clip 15/16" Angle 3/8" Min. 11/4/2008 12 :35:18 PM C -1 > e7162_Brocru re indd 9 IBC Seismic Catagories D, E and F Conventional IBC Installation ATTACHED WALL UNATTACHED WALL Perimeter Wire ± 10° from vertical - C -2 Perimeter Wire ± 10° from vertical •LEGEND • -12 ga. hanger wire )8( - Horizontal Restraint (Ur to amatrae.a on page m - - -- – Spacer Bar 8"Max. )f 2* Min. Pop Rivet CMC 1496 Clip Installation (ESR-2282) D -1 or D -2 > (use this option or 0 -2 below) (use this option or D -1 above) Screw ATTACHED WALL UNATTACHED WALL Perimeter Wire ± 10° from vertical 8" Max. Perimeter Wire ± 10° from vertical -it c.i 8 "Max. 1496 Clip 1496 15116 Clip Angle k- 15/16" Angle Pop Rivet Screw 15116" Angle 0 -3 H CI m o- Perimeter Wire ± 10° from vertical 4{ V I- iif "314" from grid to in ide of angle - !r 8 "Max. -1-111L.L1 111111111111 chicagometallic.com I 800.323.7164 I p9 11/4/2008 12 :35:20 PM • • • • • • • • t•• lii • • • .% .} -.' t i l l). • . . .41i—• • • —}•• ♦-- • • —♦ • • O.C. 12 O.C. —♦ '411— • � --Jp� 1 •• (( —0- • SEE 12' O.C. ) •4. 41 • • 4 4 12'O.C. < - 6' max. a • • 6' max. • _,•. -._ • • 6' max. • -• - - -� —�— 11 - -- • -1• C -1 > e7162_Brocru re indd 9 IBC Seismic Catagories D, E and F Conventional IBC Installation ATTACHED WALL UNATTACHED WALL Perimeter Wire ± 10° from vertical - C -2 Perimeter Wire ± 10° from vertical •LEGEND • -12 ga. hanger wire )8( - Horizontal Restraint (Ur to amatrae.a on page m - - -- – Spacer Bar 8"Max. )f 2* Min. Pop Rivet CMC 1496 Clip Installation (ESR-2282) D -1 or D -2 > (use this option or 0 -2 below) (use this option or D -1 above) Screw ATTACHED WALL UNATTACHED WALL Perimeter Wire ± 10° from vertical 8" Max. Perimeter Wire ± 10° from vertical -it c.i 8 "Max. 1496 Clip 1496 15116 Clip Angle k- 15/16" Angle Pop Rivet Screw 15116" Angle 0 -3 H CI m o- Perimeter Wire ± 10° from vertical 4{ V I- iif "314" from grid to in ide of angle - !r 8 "Max. -1-111L.L1 111111111111 chicagometallic.com I 800.323.7164 I p9 11/4/2008 12 :35:20 PM • • • • t —• • A • •� . . .41i—• • • • —♦ 12' O.C. —♦ '411— • • •• (( —0- • SEE 12' O.C. J�'l —II- > F 6' max. w- 4— • • 6' max. • •-11,- C -1 > e7162_Brocru re indd 9 IBC Seismic Catagories D, E and F Conventional IBC Installation ATTACHED WALL UNATTACHED WALL Perimeter Wire ± 10° from vertical - C -2 Perimeter Wire ± 10° from vertical •LEGEND • -12 ga. hanger wire )8( - Horizontal Restraint (Ur to amatrae.a on page m - - -- – Spacer Bar 8"Max. )f 2* Min. Pop Rivet CMC 1496 Clip Installation (ESR-2282) D -1 or D -2 > (use this option or 0 -2 below) (use this option or D -1 above) Screw ATTACHED WALL UNATTACHED WALL Perimeter Wire ± 10° from vertical 8" Max. Perimeter Wire ± 10° from vertical -it c.i 8 "Max. 1496 Clip 1496 15116 Clip Angle k- 15/16" Angle Pop Rivet Screw 15116" Angle 0 -3 H CI m o- Perimeter Wire ± 10° from vertical 4{ V I- iif "314" from grid to in ide of angle - !r 8 "Max. -1-111L.L1 111111111111 chicagometallic.com I 800.323.7164 I p9 11/4/2008 12 :35:20 PM 57162_Btod mre.lndd 10 NA! Conventional IBC Installation 1448 Channel IBC Seismic Catagories D, E and F 4-- .4-- 6' max \ Seismic Joint 1 -112' p10 I 800.323.7164 I chicagometallic.com Seismic Separation Joint 1448 Channel CMC SST" Installation IMPORTANT! Do not place horizontal restraint over separation joint. *LEGEND • — 12 ga. hanger wire X — H orizontal Restraint (Rehr to&station on paps III — SST SST rows to either side of designated seismic joint Designated Seismic Separation SST" Elongated Integral Ends Push Rivets 11/4/2008 12•.95:21 PM 45° max 45° max Seismic Horizontal Restraint Vertical Post 12 ga. brace wires connected to Main Tee o./ 12 ga. hanger wire typical 4' 0.C. 45° max These horizontal restraint points shall be placed 12' O.C. in both directions with the first point within 6' of each wall. Brace Wires shall be attached to Main Tees within 2" of Cross Tee intersection, at a maximum angle of 45° relative to ceiling plane.Wires shall be tied with a minimum of three tight wraps (see ASTM C 636 for examples). For complete details, please refer to the current version of ASCE 7. Vertical Struts — Allowable Lengths Maximum Recommended Length for Vertical Struts' 45° max EMT Conduit Metal Studs 1l2 "EMT up to 5'10" Single 1- 518" metal stud (20 gauge) up to 12'0" 3/4" EMT up to 7'8" Single 2 -112" metal stud (20 gauge) up to 13'6" 1" EMT up to 9'9" Back -to -back 1 -5 /8" metal stud (20 gauge) up to 15'0" Back -to -back 2.112" metal stud (25 gauge) up to 15'0" Note: Plenum areas greater than 15'0" will require engineering calculations. 'Source: Northwest Wall & Ceiling Bureau Rev. 4107 chicagometallic.com I 800.323.7164 I p11 57162_1343chure.lndd 11 11/4/2009 12:35:22 PM 1 • Chicago Metallic Ceiling Products Panel Perimeter Trim/ Curvilinear / flat Metal Panel / Embossed Metal Panel / Linear / Open Plenum / Security Premium / Utility / Controlled Environment iJChicago Metallic General Applications / Special Applications / Drywall Applications Ceiling Systems and Specialty Products - USA and Canada: 800.323.7164 / Fax: 800.222.3744 / chicagometallic.com CHICAGO / BALTIMORE / LOS ANGELES / BELGIUM / DENMARK / THE NETHERLANDS / UK / GERMANY / FRANCE / HONG KONG / PRC / MALAYSIA / UNITED ARAB EMIRATES / MEXICO Chicago Metallic and its logo are Registered Trademarks of Chicago Metallic Corporation. Ultraline, Tempra, QuickClick and SST are trademarks of Chicago Metallic Corporation. ® 2008 Chicago Metallic Corporation All Rights Reserved C- G- SEISMICGUIDE -1108 Printed in USA Literature Disclaimer: Presentations in this brochure or any other CMCago Metallic Corporation publication are correct to the best of our bodedge at Unseat prepmnUori. a provide this bdarnration ban advisory eapadty onyu Any advisory roco mmgrdotbns given In our publications mist be modified to canton with local codes, maims and epecdMcat ons.We resent all rights to amend any bdormetion published In our literature without additional notice. Chicago Metallic can not be held responsible or liable for the selection nor application of our products. 57162_Broohure.Indd 12 11/42008 1:47:12 PM S (. .S',, ire e. / 9611 Principals Arthur B. Schroeder. PE, SE Joseph M Bcz;ck, PE. SE J A. Bredal. AIA, NCARB Mark A. Schaefer. PE. SE James F Pausriar:, PE. SE Mark Uchrmura, PE Michael P Smith. PE. SE July 2, 2009 Mr. Tim Vanderwoude H. DAHLBY COMPANY 1402 Maple Street Renton, Washington 98057 Subject: H. Dahlby Job No.: Kyfe J. t3ozick, Project Manager New Rooftop Unit Support E.S.P. Building 950 Andover Park East Seattle, Washington 08 -1048 Dear Mr. Vanderwoude: As you requested, we have analyzed the existing roof framing in the vicini rooftop units to determine if the existing framing is sufficient to support the new units. There are three new HVAC units that are replacing existing units, two 10 -ton units and one 5 -ton unit. The 10 -ton units are heavier than the original units but the 5 -ton unit is approximately the same weight as the original. The longer axis of the 10 -ton units should be oriented perpendicular across the tops of the adjacent 6 3 /4" x 30" glued - laminated (glulam) roof girders with the center of gravity situated directly above the girders. The 5 -ton unit will maintain the same orientation and remain in the same location, adjacent to the girder. New 3 Vs" x 15" glulam beams should be provided under each end (short sides) of the new 10 -ton units and along the opposite side of the 5 -ton unit from the support girder. These beams should span between adjacent 4x14 purlins and be attached to the face of the girders with Simpson HU3.25/12 hangers. Provide 4x8 members below the remaining unsupported edges of the HVAC units with Simpson LUS46 hangers at each end. We determined that the existing glulam roof girders and the 4x14 purlins are sufficient to support the new rooftop units. We have included a copy of our calculations with this letter. Refer to the attached supplemental detail for the attachment of the HVAC unit to the roof structure. Please call if you have any questions or require additional information Sincerely, R EvisloNN PACIFIC ENGINEERING TECHNOLOGIES, INC. Written by: II ( • Reviewed by: Enclosure: Supplemental Detail: SD -2 Structural Calculations 08322 Itr3 7/2/09 es F. Paustian, P.E., S.E. Principal FILE COPY Pacific Engineering Technologies • REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVF r MA 4 2009 PERMIT CEN1 L 1300 Dexter Ave. North — Suite 100 o Seattle. Washington 98109 Tel: 12061 281 -7500 o Fax: 1206)281 -4611 (8001621.7300 o www.pacengtech.com , Pacific Engineering Technologies • 1300 Dexter Avenue North — Suite 100 Seattle, Washington 98109 -3542 Telephone: [206] 281 -7500 Focsimilie: (206] 281 -4611 Nationwide: (800] 621 -7300 07/01/2009 08322.rd. 3d2. dwg JOB J08 2x4 CRIPPLE WALL W/ STUDS AT 16" O.C. BELOW CURB I5/32" PLYWOOD W/ Sd NAILS AT 6" O.C. ALONG ALL PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING I6d NAILS AT 12" O.C. EXIST. ROOF SHEATHING NEW OR EXIST. EDGE MEMBER NO 08322 SHEET 5D -2 OF NAME. E.S.P. BUILDING RTU CURB ATTACHMENT DETAIL COMP. 8Y: K. BOZICK HVAC MOUNTING CURB BY OTHERS SIMPSON SIDS 1/4 x 2 SCREWS AT 12" O.C. RTU CURE3 ;ATTACHMENT DETAIL SCALE: 3" 1' -0" „ ATE 1/2/09 JFP CHK BY SIMPSON LSTA STRAP, WRAP OVER TOP OF CRIPPLE WALL. FIELD VERIFY LENGTH 1 ALL INFCR1ATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2009 Pacific Engineering Technologies ESP Building 950 Andover Park East Seattle, Washington Job No.:08322.00 Structural calculations for the support of a new rooftop mechanical unit. The design is in accordance with the Seattle International Building Code 2006 Edition. REVS1 tO9 009 FILE COPY Permit No REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL;1 4 2009 PERMIT CENTER Project No: O 73 Date: G117109 Sheet: ___L__ Of: Project Name. use Comp. By:Pt Chk. By: Contents: N lW RC.V roof loads insulation sheathing joists ceiling rtu Pacific Engineering Technologies • 1300 Dexter Avenue North - Suite 100 0 Seattle. Washington 98109 Telephone: [206] 281-7500 0 Facsimile: [206] 281-4611 [800]621.7300 Project No :Q$ Date: G) 1 d ' Project Name• Comp, By: 15 Contents: 001\-) �'T Sheet: 2 Of Chk. By: purlin support Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [206) 281.7500 0 Facsimile: 1206) 281.4611 [800)621.7300 Project No: ()tan Date: 6117109 Project Name. F5P Comp. By: k 13 Contents: N RT U glulam beam girder Pacific Engineering Technologies • 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: 12061281 -7500 0 Facsimile: [2061281 -4611 [8001621.7300 Project No: 3Z:Z- Date: G 13 ° 10°1 Sheet: 4 Of: Project Name Comp. By: 1 Contents: purlin to support standard rtu Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle. Washington 98109 Telephone: (206] 281-7500 0 Facsimile:12061281-4611 18001621-7300 ; : • - -4- i I i i -- - - i -I- • : : . i I i L P / 7 . + 1 1 , ■•■•••./.....PrOVIffil..M . .. I 1 : i.- -.. -i-..- ..- .■---- ' I I 1 I . I I 1 1- I - ■ . 1 : : I i 1 l' I i i i 1 : . ' sr (F '. FRea-ti U wt). 19,00 PSI; ! 1.i'S ' . • • 4- - _, . 1 P PS I . L 1 •0t : • Project No 0 6'. -1 " Date: C /3oJO Sheet 5 Of: Project Name. es p Comp. By: KL 3 Contents: 1 2,1-40 Pacific Engineering Technologies • 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [2061281 -7500 0 Facsimile: [206) 281 -4611 [8001621 -7300 - t - t • r Project No Q Z3Z2 Date. 6(Z ®CI Sheet: Of: Project Name. e Comp. By: ( CJ 13 Contents: seismic load on hvac unit load comb uplift shear Pacific Engineering Technologies • 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: 1206) 281-7500 0 Facsimile: 12061281.4611 [800] 621 -7300 I . I • ..� )scs; f C 'Jails OR 5b3 rlc�'xZ sLAl s ED O E COMPLIANCE APPROVED FEB 2 6 2009 *\ atv Of Tukwila _WILDING` DIVISION Pacific Engineering Technologies 444$1. pian,` w � ._ CO tr ,� a' Sab ESP Building �r 950 Andover Park East Seattle, Washington Job No.:08322.00 gl?7r o tnr,; d ,� e,rp ,7n ns ,o,,.. Structural calculations for the bracing of interior partition walls. The design is in accordance with the International Building Code 2006 Edition. REVISION NO1L. tO oodl Pe'7410 pop J ON A L 2/l g /off RECEIVED FEB 2 0 2009 PERMIT CENTER Project No 0 33i Date: 21[1101 Sheet: 1 Of: Project Name e-SP 61 - / PG Comp. By: ( Contents: stiffener wall partitions Project No:0 Date: '2 -1 t 1 1 Sheet: 2- Of: .Project Name. ES S L3 Comp. By: tC 1.13 Contents: flat plate stiffener end connections Chk. By: Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [206) 281-7500 0 Facsimile: 12061281 -4811 [8001621 -7300 Project No: 0 '8'317- Date: ZJ ► ►1�� Sheet: 3 Of: Project Name. Es c° 6U'6 Comp. By: 1 Contents: Chk. By: partition walls brace adjacent partitions load shear walls gypsum wall board Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: 12061 281-7500 0 Facsimile: 1206] 281 -4611 [800]621.7300 Project NoO Date: v / 1 11 0 1 Project Name: �=- S P l I L - D6. Comp. By: V`J Contents: , 1 a ZS - ' Mix 14 .0:4;' 0 i 5P 38 x 5.3 Li- Sheet: Of: Chk. By: 0Psi >! -7Qr5 Pacific • Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington.98109 Telephone: (206) 281 -7500 0 Facsimile: [206] 281 -4611 [800]621.7300 Project No V 33 Date:?✓ t Sheet: 5 Of: Project.Name• 131 'V' Comp. By: K313 Contents: Chk. By: Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: (206] 281 -7500 0 Facsimile: 12061 281 -4611 18001621-7300 Pacific Project No: 0 f t 32 Date. 'Z11 " °° - Sheet: Of Project Name. LSf f5OG Comp. By: (elf) Contents: j L— O rzmit 004S 0 -tif:Rzici AT 27 0'0 >7,5o O g>c . 6 kr 3120 p0 Sul tLi - <JO ustEO) :ms V4 Chk. By: TkrlyZ u _ Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: )206) 281.7500 0 Facsimile: )206) 281.4611 )800)621.7300 r I 2x6 brace with bridging at third points Pacific Engineering (weak axis buckling) Technologies, Inc. Brace p 7 Grade DF #2 Size 2x6 Fc 900 psi Cd 1.33 Cm 1 Ct 1 Cf 1.15 4x4 - 1.15 2x4 stud - 1.05 Ci 1 .8 for incised Fc* 1377 psi Emin 580000 psi Ci 1 .95 for incised Emin' 580000 psi Le 4.67 ft d 1.5 in dimension controlling buckling b 5.5 in Le /d 37 c 0.8 sawn lumber - 0.8; round timber 0.85; glulam - 0.9 Fce 342 psi Fce /Fc* 0.25 Cp 0.23 Fc' 322 psi A 8.25 in PALLOWABLE 2700 lb Printed on 2/11/2009 2x6 brace Pacific Engineering (strong axis buckling) Technologies, Inc. Brace Grade DF #2 Size 2x6 Fc 900 psi Cd 1.33 Cm 1 Ct 1 Cf 1.15 4x4 - 1.15 2x4 stud - 1.05 Ci 1 .8 for incised Fc* 1377 psi Emin 580000 psi Ci 1 .95 for incised Emin' 580000 psi Le 14 ft d 5.5 in dimension controlling buckling b 1.5 in Le /d 31 c 0.8 sawn lumber - 0.8; round timber 0.85; glulam - 0.9 Fce 511 psi Fce /Fc* 0.37 Cp 0.34 Fc' 464 psi A 8.25 in PALLOWABLE 3800 lb P 0 Printed on 2/11/2009 Project No:O u 311 Date. 2.4 t jlo Project Name. L:-sY 6 Comp. By: tom 3 Contents: i 6,14T&i< S)i. *04. T L ok) 1,3(4-6)1 i L I4+z 4 $ 1 Sv r c 1� ko.sr. I ! fi • O c,16*).0 (bo0i9$1; 02 Sheet: Of. Chk. By: f G lfS 1 b T bJ . Gh = SOO * , ZSo OK • j I - i . jiI.4. Pacific Engineering Technologies • 1300 Dexter Avenue North - Suite 100 0 Seattle. Washington 98109 Telephone: (2061 281-7500 0 Facsimile: 12061281-4611 [8801 621-7300 J ff f ; ur` L Project No:0 q Date: SI j ioci Project Name. iSp B LDG Comp. By: f313 Contents: - 11044 4 _ ( - - ih r -car: ) JL 1 �z.o63'. �3Q F� L- ' :441 su'� -r 6 1" • Sheet: ° Of: Chk. By: OK; Pacific Engineering Technologies • 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [206) 281-7500 0 Facsimile: [2061281.4611 )8001621 -7300 -- ----- ±--- --- Project No. 0g322 Date: Z II lb °I Project Name. 1551° 606 Comp. By: l < B Contents: Sheet: I' Of Chk. By: Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [206) 281-7500 0 Facsimile: [2061281.4611 [8001621-7300 Project Name. Esf 6u)G Comp. By:03 • Ap 1N AG! 13 — - • -I- - - " 4 - 1 - ! Project No:0 Date: SI 1 I /09 Contents: -- 1 eyhr r0 \ LLct • ic, , j ! 7t • '(aipqG . - . 4 -; 60idc.A • ° Sheet: 1 Of: Chk. By: • CONC. '1-" • - • • i . .6i 6) c-0 8 ca 2 -: 511* 50c )10.1 4*. i 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: 1206] 281-7500 0 Fgsimile: 12061281-4611 [800] 621-7300 .4- .4-iv0 -4; . Of) M 'afr x P IZIPTP Ur) • _I R . V\ r • t (A• tZr -C it. 2- ( 1 '. • t cop. (71 4g- - • I • ThI 46 . I 6* • , , • . Engineering Technologies - -r Pacific • - 1 • • . ! : I • • ; • Period Centroid Sa (sec) (g) 0.2 1.429 (Ss) 1.0 0.489 (S1) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss) 1.0 0.507 (S1) Period Minimum Sa (sec) CO 0.2 1.377 (Ss) 1.0 0.470 (S1) US Gs bArrA Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.429 1.0 0.739 Period Maximum Sa (sec) (g) 0.2 1.473 1.0 0.760 (SMs, Fa = 1.000) (SM1, Fv = 1.511) (SMs, Fa = 1.000) (SM1, Fv = 1.500) Period Minimum (sec) (g) 0.2 1.377 1.0 0.719 Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.953 (SDs) 1.0 0.493 (SD1) Period Maximum Sa (sec) (g) _ -- 0.2 t 0.982 (SDs) 1.0 0.507 (SD1) Period Minimum Sa (sec) (g) 0.2 0.918 (SDs) 1.0 0.479 (SD1) (SMs, Fa = 1.000) (SM1, Fv = 1.530) PALI- 1 ISTING PARKING 4LLS CITY JAN 2 7 2009 PERMIT CENTER uJ VI 0_ W 0 zI Q 51' -0" E291' -0 "± EXISTING ASPHALT PAVING EXISTING ASPHALT PAVING 200' -0" 220' -0" 20' -0' +1 1 B TIM VANDERWOUDE 1402 MAPLE AV SW RENTON WA 98057 RE: Permit No. D09 -009 950 ANDOVER PK E TUKW Dear Permit Holder: City of Tukwila Department of Community Development In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/14/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Jim Haggerton, Mayor Jack Pace, Director In the event you do not call for an inspection and /or receive an extension prior to 09/14/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, -. 1 i>.. i .. 9 Bill Rambo Permit Technician File: Permit File No. D09 -009 'Zi, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 ACTIVITY NUMBER: D09 -009 PROJECT NAME: ESP SITE ADDRESS: 950 ANDOVER PK E Original Plan Submittal DATE: 03 -08 -10 Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued DEPARTMENTS: lo"cr-10 'Building DiJlsion <1.‘C lic Wo Fks ( D Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PE T PY • PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 A m Fire Preve Ion in Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Comments: Structural Review Required Approved I Approved with Conditions Notation: REVIEWER'S INITIALS: n Permit Coordinator DUE DATE: 03-09 -10 ❑ No further Review Required DATE: sip ti /ir Planning Division Not Applicable U DUE DATE: 04 -06 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: g Di v i 0�.�7 B In I Ilsion Public Works • pp • i 1 .. Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -009 DATE: 07 -28 -09 PROJECT NAME: ESP SITE ADDRESS: 950 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Issued U Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -30 -09 Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Documents/routing slip.doc 2 -28 -02 APk Fire Prevention Planning Division Permit Coordinator Not Applicable u n DUE DATE: 08-27 -09 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: S AT 1- "' 4 1 uilding D ision J35 N A- 4 -0 1 Public W rks Documents /routing slip.doc 2 -28 -02 4I PJ F If • PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural ACTIVITY NUMBER: D09 -009 PROJECT NAME: ESP SITE ADDRESS: 950 ANDOVER PK E Original Plan Submittal DATE: 07 -15 -09 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued AA N /A- 1 - t( 4 1 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete n **- Apr ivision Permit Coordinator DUE DATE: 07 -16-09 Not Applicable I I Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 08 -13-09 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Ti Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -009 DATE: 02 -20 -09 PROJECT NAME: ELECTRONIC SERVICE PROVIDER SITE ADDRESS: 950 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: AP 02-Z ding Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: EMT C h C Y • PLAN EVIEW /ROUTING SLIP APPROVALS R CORRECTIONS: Documents /routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 02-24 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: U No further Review Required DATE: DATE: u DUE DATE: 03 -24 -09 Not Approved (attach comments) E Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: / DI•2? Building Division AS S AY4 1 Public Works Complete g Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 IS PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 - 009 DATE: 01 -27 -09 PROJECT NAME: ELECTRONIC SERVICE PROVIDER SITE ADDRESS: 950 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Approved with Conditions Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n DATE: J1� N�A 1-1 Planning Division ❑ Permit Coordinator DUE DATE: 01-29-09 Not Applicable n TUES /THURS ROUTING: Please Route �� Structural Review Required No further Review Required n DATE: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 02-26-09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INI S STAFF INIT ALS ISSUED DATE STAFF INITIALS 1 a - -� -oq U� Summary of Revision: rucAwrhk .4,-„,„1 4a,•- V A-C. Y'Dbc - 2G.i pmew1" wt 3, - os Summary of Revision: (. L t (o vx , ,. ct - i ( a.e irf•s ci-, Received byU 014 IA I S 4 P Received by: KTirvi lieju /goad-c---' Received by: 7 lwr V;ip L d'� REVISION NO. DATE RECEIVED STAFF INI S ISSUED DATE STAFF INITIALS Ir� S 11 3- $- t U� Summary of Revision: rucAwrhk .4,-„,„1 4a,•- V A-C. Y'Dbc - 2G.i pmew1" �y• , Received by: . 7" - Avt Va44(4r hie J_ REVISION NO. DATE RECEIVED STAFF ISSUED DATE STAFF INITIALS Ir� S 11 3- $- t U� 0b Up t 4d �y• , Summary of Revision: Y rpv: k ,e we e✓' �,,,f Yc cr r,tc WAN ArciA A) �� os W Summary of Revision: II nCa-V ∎ rM 44 r -e4rA i I AA s (nee luted C p c i' A a.e irf•s ci-, Received byU 014 IA I S 4 P REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3 - 1-. - 09 WET os W Summary of Revision: II nCa-V ∎ rM 44 r -e4rA i I AA s (nee luted C p c i' A a.e irf•s ci-, So: w'i-S Received by: KTirvi lieju /goad-c---' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: ; Se�'V ar€ ��v�r ?u PERMIT NO: b09- ODi/ SITE ADDRESS: gist) A 4.0v4,- AIL E ORIGINAL ISSUE DATE: -s -09 • REVISION LOG (please print) ( please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 0 9 © c Date: _0 — J() ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 'f after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: f ^ S P • 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.tulcwila.wa.us Project Address: ?S as) Contact Person: CAA" b- r e Summary of Revision: k. C re S ( .b Phone Number: e(14- MAR o 8 2010 Sheet Number(s): "Cloud" or highlight all areas of revision including date o visi n Received at the City of Tukwila Permit Center by: E a — Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: 7 g — 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # esponse to Correction Letter # Revision # 3 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 67) rid 8 t/'C/- Contact Person: . / // , : DIaL Phone Number: 1 1: 2 5 Summary of Revision: A-c.cr4t4 J c5u5f ,rte Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev' io Received at the City of Tukwila Permit Center by: ‘ 4■1" -- Entered in Permits Plus on ,1 3 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: 2 X,o toyi p / c c(-cil--/ ae9 RECEIVED MTV OP TtIKWRA �.D��L 2 3 2009 REVISION SU1MITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - T '/ ` 0 ? Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2 - after Permit is Issued Z Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: q o LLer� f `iE , a g / _D o /6 Contact Person: 1 1�.� � Phone Number: Summary of Revision: 5 c 1 �r r ' 6 ( savor r Al1t4C roc Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi� Received at the City of Tukwila Permit Center by: Entered in Permits Plus on • • 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 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: RAJ oc? P OF TUKWIL A +.ALL 14 2009 pe toraR CENTFR icahonsT rms -app tcations on me tsion su . mi Created: 8 -13 -2004 • • 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. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L ao -01 Plan ChecWPermit Number: Dt -4'° � ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /' Project Address: Q5 6 &r/C_ - /tic-41i lc Contact Person: r49'l01•/' Phone Number: Summary of Revision: PO D / V bng c t psZ �.Iri ^ r.✓av/! 5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev' n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on �' 9 Steven M Mullet, Mayor Steve Lancaster, Director °Y AP TUKW LA FEB 2 0 2009 CENTER p Savin s g Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 07/14/1972 Until Released Bond $6,000.00 Name Role Effective Date Expiration Date DAHLBY, THOMAS R PRESIDENT 07/31/1978 Amount DAHLBY, KATHLEEN I SECRETARY 07/31/1978 FMWA00026907/28/200807/28/2009 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 27 FIRST MERCURY INS CO FMWA00026907/28/200807/28/2009 $1,000,000.0007 /25/2008 FIRST Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LaI 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 Parent Company H DAHLBY COMPANY INC 4252715110 1402 MAPLE AVE SW RENTON WA 98055 KING Type Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 600219402 ACTIVE HDAHLI *225MU CONSTRUCTION CONTRACTOR 7/31/1978 7/28/2009 GENERAL UNUSED Business Owner Information Assignment of Savings Information Insurance Information https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License = HDAHLI * 225MU Page 1 of 2 02/05/2009 Cia,:ar.7727.1111114 • ViV , tr.074 Ilk II V NK 7!`i FELE COPY No. SEPARATE PERMIT REQUIRED FOR: Olgehanical ri 0 Plumbing 0 Gas Piping C,ity of Tukwila oik Plan re e 1 it i li oval Is subject to errors and omissions. Approv I .. - • . ction documents does not authorize on of any ads $ : $ $1. • r ordinance. Receipt of approved. Fiel , '/ tions is acknowledged: • W.' r , .-- • 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 i ....,..woo.aaarmoiak•oonnnu..# ut f 11 1 111111111 rmi n arl,„ „ 111P11111"111111 :..:,:.,,,..1 .. porkimrlimilrximmimmiummimmiimmemmiausimmanamv Iiiiiiiiiiitil!" - 'lam • Aliiiirifilig i : , . amilleat 111111a i iinulligilliiiinnuullillillaill07 ,,,,,,,,, a11111111111110rammemlai =:;;,t!goomonimitammiumit inuniimmuntwommumamiummummomou , . . mimuismommit lior A 111.1 1111101 . f ' :;.;#-. MOW . MK , ?A.4 . lallaniiiiiiiiiiiiii I i'. vAliiiinigni WI - MUIPMID 0 . 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R pm . ...---,....5,---,..-7-4 -, - .....,Iff...4r.-4—,...x., -7-- 3;110011iretteAg Ina Almatiiimmi minim llinillsimmami "ltirainkilielleallai MINI 1 ail 161 "IniiiiliiiiM"l" anisimil 1111111111121hig PKIII111117111111 111111.111111111 iittaWir 11111111Witi iiiiiiiii ii i 11111 ernimiiiii tieig!" . opal orpmoinfrom 14 H • immuma amammull . . ilium imaastesrmani micsam imi i t, immatatomemv i111111 linilit 1111011111111001101 1111111111 mil i inommatomumarli inima muimulOniii tanitaanam oriAloasom ' ' m imuinammemot nk ii • .1 10111EUMMINal Mg 'Lim pi - irii ,.....1 1 , I • Ir 1111111.1111111111111 Mr1111011111111 itevot A- mosataan maw .......„...., . ...____ , Pr . a. e-,... . -• .. • r.• ....n. . .*,.... .......... .....=,.....,... ...o...:.•,...t.e..4.. .......= 4 REVIEWED FOR CODE COMPLIANCE APPROVED REVISION NO.: :U 2010 ****************r********* * 01010010101 Fu41.1rA " Elkiieviote4A-4 - . •779 . 1 * ECEIVED MAR 08 2010 PERMIT CENTER +1 03/24/2008 P: \2008 \08322\ 08322,wd.RTU,DWG 2 5 -TON HVAC UNIT (OPENING NEAR EXIST. LOCATION) 3 1/8x15 GLB 0 0 87' -7" ± 9 x 3 I /8x15 GLB 3 /8x15 G 31/8x15 LB 3 /8x15 GLB I0 -TON I-1VAC UNIT 10 -TON HVAC UNIT EXIST. G.L. GIRDER EXIST. G.L. GIRDER EXIST. G.L. IRDER EXIST. G.L. GIRDER EXIST. G.L. GIRDER EXIST. G.L. PARTIAL ROOF FRAMING PLAN / W-1VAC PLAN SCALE: I /8" = 1' -0" IRD ADJACENT TENANT SPACE APPROX. LOCATION OF OPENING. CONTRACTOR AND HVAC SUPPL IER/MANUFACTURER TO VERIFY REQUIRED SIZE AND LOCATION OF ROOF TOP OPENINGS. HVAC UNIT CENTER OF GRAVITY TO ALIGN WITH EXIST. G.L. GIRDER EXIST. 2x4 STIFFENERS AT 2' O.C., TYP. 2x4 CRIPPLE WALL W/ STUDS AT 16" O.C. BELOW CURB 15/32" PLYWOOD W/ 8d NAILS AT 6" O.C. ALONG ALL PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING 16c1 NAILS AT 12" O.C. 2x- STIFFENER II EXIST. ROOF SHEATHING NEW OR EXIST. EDGE MEMBER SECTION SCALE: 1 I/2" = I' -0" HVAC MOUNTING CURB BY OTHERS SIMPSON SDS 1/4 x 2 SCREWS AT 12" O.C. SIMPSON LSTA STRAP, ONE AT EA. END (AT CORNER) OF CRIPPLE WALLS (8 STRAPS TOTAL). WRAP OVER TOP OF CRIPPLE WALL. INSTALL CRIPPLE STUDS TO ALIGN WITH STRAPS. FIELD VERIFY LENGTH 3 1 /8x G.L. BEAM W/ SIMPSON HU325/12 HANGER, REF. PLAN SECTION 2 SCALE: 3/4" = 1' -0" PROJECT NARRATIVE THIS DRAWING SHOWS THE DETAILS NECESSARY TO PROVIDE STRUCTURAL SUPPORT FOR NEW ROOFTOP HVAC UNITS. THIS DRAWING WAS REQUESTED BY THE CITY OF SEATTLE TO SUPPLEMENT OUR LETTER DATED JULY 2, 2009. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF UNAFFECTED FRAMING MEMBERS AND STRUCTURAL SYSTEMS OUTSIDE OF THE FRAMING ADJACENT TO HVAC ROOF TOP UNTIE. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WATERPROOFING, FLASHING, VENTILATION, INSULATION, INTERIOR FINISHES, MECHANICAL, ELECTRICAL, ETC. IS NOT INCLUDED IN THESE DRAWINGS. STRUCTURAL NOTES. CODE: THE INTERNATIONAL BUILDING CODE (IBC) 2006 EDITION, WITH THE CITY OF SEATTLE AMENDMENTS. LIVE LOADS: ROOF SNOW LOAD 25 PSF LIGHT GAUGE FRAMING CONNECTORS: METAL HANGERS SHALL BE FASTENED TO THE SUPPORTED MEMBER AND TO THE HEADER USING THE NUMBER OF FASTENERS CALLED FOR BY HANGER MANUFACTURER NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES ti FOR WESTERN LUMBER I4S5 THE FOLLOWING SPECIES AND MINIMUM GRADE: BEAMS (4X 4 SMALLER) HEM -FIR"1 Fb =975 PSI OR 0 2 =850 PSI GLUED LAMINATED LUMBER: DOUGLAS FIR -LARCH COMBINATION 24F -V4 (Fb =2400 PSI) FOR SINGLE SPAN BEAMS, LAID UP WITH AN APPROVED WATERPROOF GLUE. PROVIDE AN A.I.T.0 OR APA EWS CERTIFICATE STATING THE FABRICATION HAS BEEN PERFORMED IN ACCORDANCE WITH THE CURRENT ANSI /AITC A190.1 -1992 STANDARDS FOR DESIGN AND MANUFACTURE OF STRUCTURAL GLUED- LAMINATED TIMBER APPEARANCE GRADES SHALL SE ARCHITECTURAL FOR EXPOSED MEMBERS AND INDUSTRIAL GRADE FOR CONCEALED MEMBERS. ALL SINGLE SPAN BEAMS SHALL HAVE A 2000 FT. RADIUS CAMBER NAILS: ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. NAILING SHALL BE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 IN THE IBC 2006 EDITION. 8d COMMON 2 1/2 "X .131 DIA. W/ 9/32 DIA. HEAD 10d COMMON 3 "X .148 DbA. W/ 5/16 DIA. HEAD 16d COMMON 3 1/2 "X .162 DIA. W/ 11/32 DIA. HEAD SUBSTITUTION OF BOX OR COOLER'NAILS IS NOT ACCEPTABLE. NAIL EXIST. PLYWOOD TO G.L. BEAM W/ 10d NAILS AT 6" O.C. (TYP. AROUND PERIMETER OF OPENING 1 EXIST. 2x STIFFENER EXIST. 4x PURLIN N)TE CRIPPLE WALL NOT SHOWN FOR CLARITY, REF. SECTION r ii ii iiii i iii Nor • •rii grAriram EXIS.T G.L. GIRDER SECTION SCALE: 3/4" = 1' -0" 4x BEAM W/ SIMPSON LUS46 HANGERS AT EA. END, REF. PLAN, TYP. FILE COPY Permit No. )O I Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation` of any adopted code or ordinance. Receipt of approved Field Co + , ; , ;,,« + � n �;� ns is acknowledged: By Date: ? - -! - City Of Tukwila BUILDING DIVISION REVISION N D 09-009 NAIL EXIST. PLYWOOD TO NEW 4 EXIST. BEAMS, PURLINS 4 GIRDERS AROUND PERIMETER OF OPENINGS W /10d NAILS AT6 " O.C. 3 NOTE: CRIPPLE WALL 4 2x- ROOF STIFFENERS NOT SHOWN FOR CLARITY, REF. SECTION WED FOR CODE COMPLIANCE APPROVED JUL 16 2009 ) City of Tukwila BUILDING DIVISION 3 1/8x G.L. BEAM, REF. PLAN 1 RECEIVED JUL1 4 2009 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2009 0 0 314 o u o U , N Q U r en 0 SUDS iii N N ( 0 CD C." hi 2 - 0 ci C.''- . - • _) o C t $ , :: : 4 4 f g rel F- tLI Z AZ 0 � _I OV Z UL ti) u-� z LU 4J w 0 a) Job No. 08322.00 PHASE II INSTALL NEW ACOUSTICAL CEILING TILES CEILING SUSPENSION GRID AND LIGHTING FIXTURES. INSTALL NEW FOIL FACED R-38 BATT INSULATION. II 1 1 i Real >< > >< > >< > >< X X X X X > >< > >< > ><' > >< X X X X X > >< > >< > >< > >< >< > >< > >< > >< P" F F ' ' r r r , >< P >< > > . >< ( I I r . > INSTALL NEW ACOUSTICAL CEILING TILES CEILING SUSPENSION GRID AND LIGHTING FIXTURES. INSTALL NEW FOIL FACED R -38 BATT INSULATION_ 11 3S71-101 11 11 11 INSTALL NEW ACOUSTICAL CEILING TILES CEILING SUSPENSION GRID AND LIGHTING FIXTURES. INSTALL NEW FOIL FACED R -38 BATT INSULATION. INd 03/24/2008 P:\2008\08322\08322.wd.a2.DWG 1 1 1 1 MACI-IINE SI-10P 1 SI-I I FP ING/ RECEIVING 0 TRANSFORMER PLATFORM AND SUPPORT BEAM ASV. CLG. SEE 2 A3 STORAGE EXISTING INTERIOR WALL TO REMAIN REFER TO REPAIR NOTE 20' -V + COMPONENT PREP. N2 EXISTING INTERIOR WALL TO REMAIN REFER TO REPAIR NOTE i l RECPT. LOIBIBY OFFICE NI \SERVE ROOM CONFERENCE ROOM 0 0 0 a tit OFFICE El RESTROOM WOMEN JMEN RESTROOM REF NOTE 3 A4 STORAGE S IM MAN ISTING INTERIOR TO REMAIN 0 Al 0 0 ELECTRONIC PRODUCT ASSEMSL OFFICE E2 DOCUMENTATION F. N I N E I S 48" HIGI-1 SCREEN WALL TO REMAIN WEST CORRIDOR ,44 ST - 1" ± OFFICE W4 1 ,43 PARTIAL FLOOR 1=1-AN SCALE: Vs" = CLEAN SEAL AND PAINT GYPSUM WALLBOARD 15ELOUJ CEILING LINE. CLEAN AND SEAL GYPSUM WALLBOARD ABOVE CEILING LINE. REMOVE AN REPLACE 3 FIRE DAMAGED WALL STUDS, FIBER SOAP ABOVE CEILING AND GYPSUM WALLIBOARD. A4 1 ,43 ,44 OFFICE W3 EXISTING INTERIOR WALL TO REMAIN REFER TO REPAIR NOTE EXISTING INTERIOR WALL TO REMAIN REFER TO REPAIR NOTE LU WEST CORRIDOR II Ell A4 A3 OFF ICE W2 REPLACE Gypsum WALLBOARD THAT WAS REMOVED DUE TO SMOKE DAMAGE AND SPRAY SEAL WALL cAvITY uJITH PIGMENTED SHELLAc. TAPE, APPLY JOINT COMPOUND, PRIME AND PAINT WALLS SCHEDULED TO BE PAINTED. APPLY ALTERNATE FINISHES WHERE SCHEDULED. FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Rel • • y • • • = is acknowledged: BY 1 Date aty Ofithaviia BUILDING DNISION KITCI-IEN 0 OM EXISTING INTERIOR WALL TO REMAIN REFER TO REPAIR NOTE A3144 OFFICE Wi KEY: 1------1 ADJACENT TENANT SPACE INTERIOR WALL FINISHES TO BE INSTALLED ,RATE PER :IT t, UIRED FO: hanical ctrical dts Piping umbing City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building DiviEion. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. KEY: ><. 0 2x4 FLU0REScENT- TYPE lc RATED GLUB CE IL ING DOWN LIGHT- TYPE IC RATED 1 1 1 1 2x WOOD FRAMED PARTITIONS PREVIOUSLY INSTALLED ABOVE THE EXISTING CEILING TO BE REMOVE. FLOO R TO STRUCTURE PARTITIONS UNIBRACED PARTITIONS TO BE BRACED REFER TO SHEET 44 FoR BRACING DETAILS REFLECTED CEILING PLAN SCALE: VS" = 1 9, 11111 1 ' WED rwo OMPUANCE ) ROVED - 2 6 ?nnq . I fTukyI DIVISION ECEIVEF) FEB 2 2009 PERMIT CENTER RE\11811N''N ....• #4 ON THIS DOCUMENT A/14:THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2009 z c 8 6 -) _c c "C 0 _2 0 •-• - E,W) Z c 0 0 - V) 0 D T, .0, 5 0 Lrt rC4 ‘ c . c7) c71 N NJ cO 0 0 0 N N CO c 2 ,E c7i 0 o o 4) o A— IY O w o Z 0 u_ —10 u- A —1 —I fa3 z iIi CO A2 3 _c cn Job No. 08322.00 Seattle, WA 1300 Dexter EXISTING PURL IN 03/24/2008 P:\2008\08322\08322.wd.a2.DWG EXISTING PURLIN 0 NEW 4X6 BLOCKING ATTACH TO EXISTING ROOF PURL_ INS AT EA. END W/ SIMPSON A35 CLIPS. ON THE SAME SIDE AS THE BRACE. fi'A T I T I ON SCALE 11/2" l' -0 1BRAC INC SECTION " RACE CONNECTION AT ROOF S SCALE: 3" = 1' -0" PERPENDICULAR TO PURL INS e, EXISTING ROOF SHEATHING SIMPSON HGA10. SCREW CONNECTION W/ SDS 1 /4 "Xl 1/2" 2x BRACE EXISTING ROOF SHEATHING 0 EXISTING PURL IN TYP.I NEW 2X WALL BRACE ATTACH TO NEW BLOCKING W/ SIMPSON HGA10. SS EXISTING GLULAM BEAM RACE CONNECTION AT ROOF 1 SCALE: 3" '= I'_0" PARALLEL TO PURLINS 2X4 BRACE AT 4' -0" O.C. EA. SIDE OF WALL ATTACH TO STUDS W/ (2) 16cl NAILS 2X6 WALER ATTACHED 70 EA. STUD W/ (2) * 8X3" LONG SCREWS PARTITION !BRACING SECTION SCALE: 1 1/2" = 1' -0" 1 1 1 1 1 1 1 1 NEW PARTITION BRACE SEE SHEET ,44 FOR ADDITIONAL INFORMATION EXIST. WALL FINISH TO REMAIN REFER 70 REPAIR NOTES >< >< 1/2" PLYWOOD OR FIBERBOARD WHERE OCCURS 2X WAILER ATTACHED 70 EA. STUD 11.1/ SCREWS. 2X4 BRACE STAGGERED EA. SIDE OF WALL. 4 CEILING GRID 5RACED 'ARTITION SCALE: 3" =1' -0" NEW R -38 BAIT INSULATION W/ FOIL FACED VAPOR BARRIER NEW ACOUSTICAL CEILING TILE NEW GYPSUM WALLBOARD REFER TO REPAIR NOTES 20' - 0" FIELD VERIFY 4X14 BEAM BELOW WALL STUDS 1/2" FIBER BOARD STAGGERD 2X STUDS WITH 2X6 TOP PLATE /\ 4X BEAM ABV. CLG. STAGGERD 2X STUDS ABOVE CEILING LINE OF CEILING EXISTING 4 X 14 BEAM 2X6 BRACE UP 70 ROOF FRAMING REF. PLAN FOR LOCATION SIMPSON HGA10 EA. SIDE OF BRACE. SCREW CONNECTION SIDS 1 /4 "Xl 1/2" GLUE -LAM ROOF BEAM SIMPSON LSTAl2 STRAPS AT 2' -0" O.C. STAGGERD 2X STUDS SEE PLAN SECTION SIMPSON LSTAl2 STRAPS AT 2' -0" O.C. NEW ACOUSTICAL CEILING SUSPENSION SYSTEM NEW ACOUSTICAL CEILING TILE LUALL SECTION SCALE: 3" = 1' -0" WOOD FRAMED WALL ABOVE CEILING TO BE REMOVED REFER TO REFLECTED CEILING PLAN (f' 2 1 w w 2X6 BRACE UP TO ROOF FRAMING REF. PLAN FOR LOCATION. OPPOSITE SIDE OF BEAM ■■■� ■■ni■■i■■eiu■■ �■■■�" ! B U I L D I N G CROSS SECTION SCALE: I /8" = 1' -0" 1P WALL SECTION SCALE: 1 1/2" = 1' -0" QL a 2XWALL BRACES AT AT END OF BEAM 1 EXISTING TRANSFORMERS (2) REVISION N bo9ooq CY nE C PI IANCE APPROVED - FE B 2 6 2009 _BUILDING UILDING D,SION RECEIVE) 'FEB 2 0 2009 PERMIT GENTEF 0) 0 0 3 O O -) 0 0 2 0) 0 0 hJ 0 ci usi:: .22, 4:74 0) ,,,t, . ,-4 (1) , c.) ,.., q c (14 tay 0 W Z E al a o w 03 w a) 0 s OF 1' J ) . 08 23 2 EXIST. FULL HEIGHT PARTITION WALL 03/24/2008 P: \2008 \08322 \08322.wd.a4.DWG 2x8 PLATE W/ 16d NAILS AT 12" O.C. 2x4 PLATE W/ 16d NAILS AT 12" O.C. EXIST. PARTITION WALL 1/2" SIMPSON STRONG BOLT SET IN PREDRILLED HOLES SPACED AT 4' O.C. MAX, PROVIDE MIN. (2) PER WALL. EMBED 3" PARTITION SECTION SCALE: 3/4" = 1' -0" v1 1 NEUJ SIMPSON A35 CLIP NEW 2x8 PLATE NEUJ 2x4 PLATE 4x4 BLOCKING W/ (2) SIMPSON A34 CLIP, EA END EXIST. PARTITION WALLS NEW 2x8 PLATE NEW 2x4 PLATE EXIST. PARTITION WALL INTERSECTION OF DIFFERENT HEIGHT PARTITIONS 2 SCALE: 3/4" = 1' -0" NEW 2x8 PLATE NEUJ 2x4 PLATE 1 EXIST. PARTITION WALLS NEW SIMPSON HGA10KT W/ SDS SCREWS 0•11. 11•1111 SCALE: 3/4" = I' -0" SCALE: 3/4" = 1' -0" NEW 2x8 PLATE 1 NEW 2x4 PLATE NEW SIMPSON LTP4 CLIP AT SPLICE 1/-41 BETWEEN 2x8 PLATES INTERSECTION OF FULL WEIGHT INTERSECTION OF 4 PARTIAL CIE IGI-IT PARTITIONS 3 EQUAL WEIGHT PARTITIONS 4 1 NEW 2x8 PLATE NEW 2x4 PLATE • .onnommbo O ENO SECTION A -A SCALE: 3/4" = 1' -0" SECTION 4-14 SCALE: 3/4" = 1' -0" NEW SIMPSON HGAIOKT W/ WS SCREWS NEW SIMPSON LTP4 ALTERNATE 0 1 SECTION 4 -,4 SCALE: 3/4" = 1' -0" ALTERNATE *1 SECTION A-4 SCALE: 3/4" = 1' -0" REVISION N0: 1)09q SEWED r1s CODE COMPLIAN CE APPROVED - FEB 26 20119 I& ,BUILDINt n s o RECEIVEP FEB 20 2009 PERMIT CENTER 0 0 0 0 z ca C (\ o 0 U �y U 1 8 CO o m O a a L co C N O.— O OO rn � s ��� C N 0c' NNC r 3 PS < Q °' CD o • - ▪ CD >c O Ch hi 6 hi 0 0 L .E J 0 cf) onF, ',. .4 4) c 0 r - +(1.)o U�� c fli tu 0 W U 0 U tO s V) Job No. 08322.00 • a (m"ZZSeo •o qof l b` Q 0 rt- m tp A 1 - KJ ar F 0 rn z 4 tt 0 C7 .CD 0 45 o c j N'O 0 . - g 0) Co 003 CA cr) o -o w CD CD 00 CD 0 Ch 0 0 N c L cp t-s c. 1 z 0 L000ci a d 600Z L Z . 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ELECTRONIC PRODUCT ASSEMBLY DOCUMENTATION PARTIAL FLOOR PLAN EXISTING INTERIOR WALL O REMAIN REFER O REPAIR NOTE EXISTING INTERIOR WALL TO REMAIN REFER TO REPAIR NOTE REST M. 11 WEST CORRIDOR II ,i1111111, 11111j11' LUNCH ROOM REPLACE GYPSUM WALLBOARD THAT WAS REMOVED DUE TO SMOKE DAMAGE AND SPRAY SEAL WALL CAVITY WITH PIGMENTED SHELLAC. TAPE, APPLY JOINT COMPOUND, PRIME AND PAINT WALLS SCHEDULED TO BE PAINTED. APPLY ALTERNATE FINISHES WHERE SCHEDULED. KITCHEN EXISTING INTERIOR WALL t0 REMAIN REFER TO REPAIR NOTE OFFICE WI KEY: ADJACENT TENANT SPACE INTERIOR WALL FINISHES TO BE INSTALLED OCi��C �� tuR COMPLIANCE APPROVED FEB 0 4 2009 CityOfTukwila B ILDING DMSION I x X X O Y Man 'X X 0 I 0 0 0 0 X 0 i X X X XX X X x MIME X X 0 0 x x X X x x x x x X 0 INSTALL NEW ACOUSTICAL CEILING TILES CEILING SUSPENSION GRID AND LIGHTING FIXTURES. INSTALL NEW FOIL FACED R -38 BATT INSULATION. 0 PHASE II 0, 1 Q x 0 X X X x X n r 0 111 11 111 'U O O O 0 O x X X O x X x x X X x X 0 X X X X X 1 1 V X X i X X X h x x X x x x x X x X X X > X!X 1 1 b X 1 i 811•11- 1 Immr 1 X x Z�Z I U) IL KEY: x 0 2x4 FLUORESCENT- TYPE IC RATED GWB CEILING DOWN LIGHT- TYPE IC RATED 1 1 mum 2X WOOD FRAMED PARTITIONS PREVIOUSLY INSTALLED ABOVE THE EXISTING CEILING. PRIOR TO RE- INSTALLATION OF THE NEW CEILING THE SUBJECT PARTITIONS SHALL BE EXAMINED BY' A STRUCTURAL ENGINEER TO DETERMINE IF THE PARTITIONS MAY REMAIN IN PLACE OR SHOULD BE REMOVED. FLOOR TO STRUCTURE PARTITIONS REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" bO% 00, RECEIVED CITY OF TUKWI A JAN 2 7 2009 PERMIT CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2009 0 z 0 Sal U 0 co O 1 I 1 N N CO 0 (1 C.)7: .$,' ( i cT..4 -4 co 't; ct„:74 f C~ 0 W uC Z r . (a a .J w 8 0. LK. • A2 Job No 08322.00