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HomeMy WebLinkAboutPermit D07-350 - NATIONAL FURNITURE - TENANT IMPROVEMENTNATIONAL FURNITURE 790 ANDOVER PK E D07 -350 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 2623049095 790 ANDOVER PK E TUKW Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA Phone: 206 433 -8997 CityS.A Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us NATIONAL FURNITURE 790 ANDOVER PK E , TUKWILA WA 790 ANDOVER LLC PO BOX 287 , MEDINA WA 98039 Contractor: Name: OWNER AFFIDAVIT - JAN BREKKE Address: 8592 HUNTS POINT LANE , BELLEVUE WA 98039 Phone: Contractor License No: DESCRIPTION OF WORK: CUT IN (4) STOREFRONT OPENINGS, INSULATE BUILDING ENVELOPE FOR HEATED SPACE, INSTALL FULL HEIGHT DEMISING WALL IN LOADING DOCK AREA. $16,000.00 DEVELOPMENT PERMIT 98116 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: D07 -350 11/30/2007 05/28/2008 Fees Collected: $546.92 International Building Code Edition: 2006 Occupancy per IBC: D07 -350 Printed: 11 -30 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a... Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -350 Issue Date: 11/30/2007 Permit Expires On: 05/28/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Signature: Print Name: doc: IBC N 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 e . erfo • • ork. I am authorized to sign and obtain this development permit. Date: t This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -350 Printed: 11 -30 -2007 Parcel No.: 2623049095 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 790 ANDOVER PK E TUKW NATIONAL FURNITURE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -350 ISSUED 09/12/2007 11/30/2007 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: 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 doc: Cond -10/06 D07 -350 Printed: 11 -30 -2007 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 excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) doc: Cond -10/06 D07 -350 Printed: 11 -30 -2007 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 28: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 32: 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) 33: 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) 34: 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) 35: 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) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 37: 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) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: 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) doc: Cond -10/06 D07 -350 Printed: 11 -30 -2007 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 40: 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) 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: 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. 43: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: 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 ** D07 -350 Printed: 11 -30 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 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 Date: // c9 D07 -350 Printed: 11 -30 -2007 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htta://www.ci.tukwila.wa.us Property Owners Name: /its 4t Evt L. L .6 • Mailing Address: P 0 • ea 12 1 CONTACT PERSON GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) .4 n Contact Person: E -Mail Address: itte k e 4k4 karc. i. /,et►1 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Qfj��,,, L 1 g Mailin Address: Ir 14CIGe26O k. Contact Person: VO TTIk{� E -Mail Address: QMpplications\Fama.Application On Lii 3 -2006. Pant Application.doc Revised: 4 bh City Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** State • SITE LOCATION King Co Assessor's Tax No/L(02304— a J' ars Site Address: 7� 0 Q 1 Z R Ir r. •••• Suite Number. Floor. Tenant Name: 1`J f L 1 tW .1) l ll New Tenant: El Yes ..No Name: 1/fky fi(.�'� 2 �/ ,y, f� JCTIt / ''tt H Day Telephone: ` 3 3 -Mil Mailing Address: MVO 16C 1Is . "W l ge kS� City 1, � S rate zip E -Mail Address: � k C LI I hea �l Fax Number. 10 Company Name: .1') Mailing Address: 11 �' r City Stare Tap Contact Person: Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number. Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record ifAittE �� )) *State 4'I I4 City Telephone: 4441- Lp Fax Number.10 "0412 • 63( *AO US. e iblol ��, Ci ty ZiP ��11° Z Day Telephone:'vp'� ' I Fax Number. 0( P• Zvi' 0a4/C Page 1 of 6 BUILDING PERMIT INFORAIXTION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ I CQL) Existing Building Valuation: $ Scope of Wok (please provide detailed information): II. u, NEic emu. ul tacut4 IRztc ices Will there be new rack storage? ❑ ..Yes ' .No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following. Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: 151. tio4iivicie Compact: Handicap: Will there be a change in use? ❑ ....Yes 14 _No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 4•. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑.. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantifies 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. Q: \Appliotaionffntma-Applications On linc\7 -2006 - Ponnit Application.doc Revinod: 4 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction er IBC Type of Occupancy per IBC l* Floor / ° "� Ir'"/ l i ih6 �p `t p> t r Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORAIXTION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ I CQL) Existing Building Valuation: $ Scope of Wok (please provide detailed information): II. u, NEic emu. ul tacut4 IRztc ices Will there be new rack storage? ❑ ..Yes ' .No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following. Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: 151. tio4iivicie Compact: Handicap: Will there be a change in use? ❑ ....Yes 14 _No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 4•. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑.. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantifies 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. Q: \Appliotaionffntma-Applications On linc\7 -2006 - Ponnit Application.doc Revinod: 4 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature: clog) 4a0 433-W1 4 4a0 433 - W � l 6 tP Mailing AddressAk.a ati6a R2 %W Date Application Expires: b _ f 12-1 Date Application Accepted: D AGENT: QAApplicatiomTama- Applications On linen -2006 - Pamit Applicalion.doc Revised: 4-2006 bh City State Zip Staff Initials: Page 6 of 6 Parcel No.: 2623049095 Address: Suite No: Applicant: NATIONAL FURNITURE Receipt No.: R08 -03821 Initials WER User ID: 1655 Payee: BREKKE PROPERTIES TRANSACTION LIST: Type Method Payment Check 13674 58.00 ACCOUNT ITEM LIST: Description (Inc.! Rar.Pint -OR 790 ANDOVER PK E TUICW 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 Account Code 000/345.830 RECEIPT Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 11/25/2008 10:22 AM Balance: $0.00 Current Pmts 58.00 D07 -350 EXPIRED 09/12/2007 11/30/2007 9925 11/25 9707 TOTAL 58.00 Printart. 11- 95 -90fR Receipt No.: R07 -02630 Payee: 790 ANDOVER LLC ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049095 Permit Number: D07 -350 Address: 790 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 09/12/2007 Applicant: NATIONAL FURNITURE Issue Date: Initials: WER Payment Date: 11/30/2007 11:04 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 2209 275.24 Account Code Current Pmts 000/322.100 270.74 000/386.904 4.50 Total: $275.24 Payment Amount: $275.24 5522 11/30 9710 TOTAL 275.24 doc: Receiot -06 Printed: 11 -30 -2007 Receipt No.: R07 -01950 Initials: JEM User ID: 1165 Payee: DAVID E. KEHLE ARCHITECT ACCOUNT ITEM LIST: Description BUILDING - NONRES 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 RECEIPT Parcel No.: 2623049095 Permit Number: D07 -350 Address: 790 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 09/12/2007 Applicant: NATIONAL FURNITURE Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 18029 271.68 Account Code Current Pmts 000/322.100 58.00 000/345.830 213.68 Total: $271.68 Payment Amount: 3271.68 Payment Date: 09/12/2007 10:32 AM Balance: 3275.24 • 3 09/12 0 TOTAL 329.68 doc: Receiot -06 Printed: 09 -12 -2007 Prop 5t: r' ./a / ee7t.e � 1 , iH. u t. — Type of Ins ction: / It/ A Address: i �-- im Date Called: Special Instructions: Date Wand j , O 7 P.m. Requester: Phone No: 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 -3670 proved per aOplicable codes. El Corrections required prior to approval. COMMENTS: El $60.00 REIN5RE TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Projec�t: ■ __ - / Ata %,ki a z_...— f a t - H , t� , ----c_ Type of Inspection: / /700 /_,,,�, Address: 0 A P/C Date Called: Special Instructions: Date Wanted: /a - e- 7? a.m. (p.m Requester: Phone No: I /2- S-- `/S - / -/5 // 2 06, _7 ,2 -I 7 70 y INSPECTION RECORD Retain a copy with permit D 0 7 3 Sv PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ; I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. E1 Approved per applicable codes. AZI Corrections required prior to approval. COMMENTS: $58.00 REINSPEC"pN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: , 1 Ar ?r6JA4 ,,, f■ (' 1 ype of Ins ection: (lbr 2 S w4--.0 7 /Ai 6 //2)(3/..4 AK F Date Called: 1-J 44( oic 2) C 4 ,. Date Wanted: )49, 1 SM7V Ai 6 11 e-6.4zi i c_.,4,0 , ' I. i A q A-V . i 1 1 1 / Project: Grio 9 POAP9 t 1 A /112/ 1 ype of Ins ection: 2 S w4--.0 7 /Ai 6 //2)(3/..4 AK F Date Called: Special Instructions: - I- C A \ pAi ■, ,4 Date Wanted: )49, a.m. Requester: Pl INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (2 06)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspe or: fl $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: D17,-356 Project: s vQ PWS f. - ., 0 i N `.142C Type of nspection: \,„ Address: 710 i Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: , s c orplyy L Sprinklers: Y Fire Alarm: MD".i Hood & Duct: P Monitor: Pre -Fire: wrt Permits: Occupancy Type: (v\ INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit t�c>� - 3 4V PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Inspector: Date: 12 /IL; rs .. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. vrd/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • E N G I N E Project: Client: oat, Un4eyvvv'T ul 25/ ( u , 51 : 013C1.114)( FILE COPY 1 . N G Y rt CL #I n ass t L r / tvlc , r� 'Dav d X21 lL .116 0 1 2t 7.- !3 l 11 f Uj= I2 +2- ( 0 ill< 4 S n NALt C ExaiRES 5/12, le- cope oltPL1Wi ce oci 1.001 ,02S" I 4.k 6g = 3c COtRECTION 3 Date Page Number k 1/4612, 0 �sx5,c i0 /IR /O} ) 1 . ►t _ ).17._ fi ' "al <34.1 Z '2z G,t : LOU L fltPCL3U" Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 RECEIVED CITY OF TUKWII_A OCT 22 200t PERMIT CENTER Envelope Requirements (enter values as applicable) Project Address Minimum Insulation R- values Roofs Over Attic For Building Department Use FILE COPY u No., ..-• All Other Roofs Name: Applicant Name: 634om+ 1 F I m 4 I et Opaque Walls' Applicant Phone: erm1t U G. l9 Below Grade Walls /1•ilR�l�71rA��1 ►`t�� •.. Floors Over Unconditioned Space -- Slabs-on- Grade - II Radiant Floors ' ..— Maximum U- factors Opaque Doors D. Vertical Glazing 0 .( Overhead Glazing !-.. Maximum SHGC (or SC) VerticalOverhead Glazing I 41 Project Info Project Address Date 64It;l G ��i k yk,� Vi E - • For Building Department Use FILE COPY u No., 1 ��, IW ru� Q yes Check here if using this option and it project meets at requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying i no assembly below. Name: Applicant Name: 634om+ 1 F I m 4 ' Applicant Address: Alta �cA/ M� V'f Applicant Phone: erm1t Space Heat Type Q Electric resistance 4 All other (see over for definitions) . :mss '- Glazing Area Calculation Note Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing , _ 4- {t/ S26 X 100 = Concrete/Masonry Option Q yes Check here if using this option and it project meets at requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying i no assembly below. Q yes Check here if using semi - heated path and if project meets at requirements for semi- heated spaces Semi- Heated Path as defined in section 1310. Requires other fuel heating and qualifying thermostat Only wall no insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Summary Climate Zon ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Fame Project Description 2006 Washington State Nonresidential Energy Code Compliance Form ❑ New Building ❑ Addition Compliance Option 1. Assemblies with metal framing must comply with overall U- factors Notes: X07- 35o Revised July 2007 Orititaticrvi e " ©nbra dossu1Ject crrcrs and 0M ❑ Prescriptive Component Performajq* 1' ;„i [jS4attlg EnvStii (See Decision Flowchart (over) for qualifications,) • 111 , $ l y stems;Aria1ysis iS NCOMPLETE rR #�_ IED SEP 2 5 2007 ENTER PH -Jo Opaque Concrete/Masonry Wall Requirements Wall Maximum U -factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC a 9.0 Btu/ftl°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor C 11 1 /1•ilR�l�71rA��1 ►`t�� - II ' ^ 1 B' Of _._ ila i l ► a �_�. Envelope Summary Climate Zon ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Fame Project Description 2006 Washington State Nonresidential Energy Code Compliance Form ❑ New Building ❑ Addition Compliance Option 1. Assemblies with metal framing must comply with overall U- factors Notes: X07- 35o Revised July 2007 Orititaticrvi e " ©nbra dossu1Ject crrcrs and 0M ❑ Prescriptive Component Performajq* 1' ;„i [jS4attlg EnvStii (See Decision Flowchart (over) for qualifications,) • 111 , $ l y stems;Aria1ysis iS NCOMPLETE rR #�_ IED SEP 2 5 2007 ENTER PH -Jo - 4. 2008 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary ., . ck) Climate Zone ENV -SUM Decision flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) .4--N All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U -0.80 LYes Mass Wall Criteria OK? (below) Yes • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ct CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 (es Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.80 0.40 >45% Not Mowed Yes Yes Component Performance, Systems Analysis, or EnvStd Required Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Witt of the gross conditioned floor area Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. • Prescriptive I t Yes s Path Allowed f • All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R-30 R -30 R -10 R -10 U -0.80 Metal R -10 U -0.062 U-0.031 U -0.034 U-0.029 R -10 R -10 U -0,60 Ye Glazing Criteria Met? Yes— Glazing Vert OH Area % UVal UVal SHGC 0-30% 0.40 0.80 0.40 >30 Not Allowed No Yes No-* • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed 1)0.062 No Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC "' Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area Revised July 2007 *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address / b i • A +, a .0„ r • Date ' et Space Heat Type 0 Electric resistance O All other For Bui cing Department Use Glazing Area as % gross exterior wall area 3!. Prop. Max.Target Concrete/Masonry Option ()Yes 0 No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U -factor x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) 1 6uzeO leoltlen U =0,100 Plan ID: I►-l>Ut.• 1014 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0 'boo fri.. $ °,4 5S4' 42.1.2. Glazing % Electric Resist. Other Heating 0-30% 0.40 0.55 >30 -45% see note above 0.45 Overhead Glazing I I som, JeAO 11= Plan ID: U= Plan ID: H b, U= Plan ID: !! U= Plan ID: Glazing % Electric Resist. Other Heating 0-30% 0.6 0.7 >30-45% see note above 0.6 Oth.Roots I U= Plan ID: U= Plan ID: U= Plan ID: Wet U= Plan ID: Opaque Doors U =0,00 Plan ID: W.l$01. , Pliirbl. U= b, fo Plan ID: It 6111./e Aika't„ rj no U= Plan ID: O :0 2 o , u� I x r tx, it.C9O 142 /A 2. Electric Resist Other Heating 0.60 0.60 j :o v I o CInnV Je4W R= Plan ID: R= Plan ID: NA: R= Plan ID: Electric Resist Other Heating 0.031 0.036 R= li Plan ID: Prvic INSNt, R= Plan ID: R= Plan ID: 0 i 5 i ti.; "/e1,25* 0. 0411 I* w*, v)` ,si Electric Resist Other Heating 0.034 0.046 1 ,slleM enbed0 R= {i Plan ID:111,1. 0, 2ri„ R= Plan ID: R= II Plan ID:I11 ISI 0.41 R= Plan ID: R= Plan ID: R= Plan ID: F Plan ID: "Note: sum of Target Areas here should equal 0 10, $ty • 33 G "It 1 tOCO G f ICj. Za Target Opaque Wall Area (see back) 0, 101 " 1 '141 - ►7Z i, s ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -MU 0.062 0.109 Mass Wall . 0.15 0.15 ++ see mass wall Criteria 1 *nom epen0 MINAO R= Plan ID: R= Plan ID: 14/ i b m R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins 0.062 0.062 Ext Ins 0.07 0.07 r Ivu1.1 Over I Inrnnel R= Plan ID: R= Plan ID: u I R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 J1dv'vl l' grade R OIUion$ R= 10 Plan ID: I14WII, R= .p Plan ID: IA . iwt,, R= Plan ID: R= Plan ID: 0 iS4' . .7 40 , So b 7, %1y 36m ' �S d' s`i' '2 V a taD Electric Resist. Other Heating F =0.54 F=0.54 (see Table 13-1 for radiant floor values) Tor CMU walls, indicate core insulation material. Totals 3 Z. IZ G, s' ��"i N 5 TotalsrSZ 1 2,1e $14 - (rD(p 2006 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calcula _.ins Climate Zone I ENV -UA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. I Glazing List components by assembly ID & page # Proposed SHGC SHGC" x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Glazing i ID: Ile\'J I1,6titts CAsiki ID: ID: ID: ID: ID: _ aaL j ►',14- x b O. 4.45 V•41' 1.4 , i Glazing % Electric Resist. Other Heating 0-30% 0.4 0.45 >30 -45% not allowed 0.4 *Note: Manufacturers SC may be used in lieu of SHGC. Totals' *,110, tar 5 Tota Is' f;e41, 16;2) h Climate : e 1 ENV -SHGC 2006 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed In Table 13-1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 1 IXI 1 =I 100 I =1 1 Target OG Area In Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Roofs over Attics Other Roofs Walls' 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= OG= VG= Max Glazing Area (Table 13 -1) Q lesser • Proposed Opaque Area I + ( Proposed OG Area Target OG Area'!" Target Opaque Area Maximum Target Glazing Area a lesser Target VG Area Target Opaque Area Proposed Opaque Area Proposed VG Area Target VG Area 1 +1 1 - 1 I Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. It the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Revised July 2007 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. Target Areas OK I Target values in shaded boxes are used in the applicable Target UA calculations on the front Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Building 2006 Washington State Permit Plan_ Nonresidential Energy Code Compliance Forms hecklist .. e i ENV -CHK Revised July 2007 Project Address - it) 4 01102. Floc a61 ,.., IDatel I7416:t_ The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed ill 1302 Space heat type: If "Other", indicate on plans that electric resistance heat is not allowed N A . I A I +� 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation If 1311.1 Insul. installation Indicate densities and clearances M Z Y 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if save vents installed; Indicate face stapling of faced batts 1 I u/ — I 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option Is used F73; it �.. Z Mi 61 '1 J� 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents /411% 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 11 / ik 1311.8 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire stab where recd. by Official ( 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1:* 1 T Indicate 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary)* it values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings. gas fillings i 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) ro°I 1313 Moisture control I 1313.1 Vapor retarders Indicate vapor retarders on warm side 1 7.- L A 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. �" ✓ 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 111, IV 1313.4 Floor vapor retarder Indicate vapor retarder on floor section ., 1313.5 Crawl space yap. ret. Indicate sic mil black polyethylene overlapped 12" on ground -' 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping et -I 1314.2 Glazing/door sealing Indicate weatherstripping I f 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing N/A 1314.4 Recessed Lighting Fixture Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Le Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary V s It "no" Is shown for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washin • ton State Nonresidential Ene ., Code Compliance Form Building Permit Plan_ :.checklist ..• Wasl ngton State Nonresidential Energy Code Compliance Forms ENV -CHK Revised My 2007 Envelope - General Requirement 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during flaming shall be fully insulated to the levels of the surrounding walls. When installed in wood framing,.faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. • 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. • 1311.5 Slab-On-Grade Floor. Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation, shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab - on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such Insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control syster)t is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS-31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Table 10-6. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS-1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is Installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawispaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawispace has a concrete slab floor with a minimum thickness of 3-1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbsffe pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. SOUTH ELEVATION SCALE, YD' • r-o' NORTH ELEYATIC1I SCALE �'.r-v EX C3472EIE rata COTT. CALK (W Mt PM re LATIC.N AeOYE IC ramp WALL TO ID' A. 11/11/1r GYP. CD. aNT. DETAIL- WINDOU) SILL SCALE r • 1'-0• PEW AUTISM 5.917CW SYS1131 uV r NZ ILATED GLAZING (11.060) DETA L- WINDOW I- IEADER SCALE, r r.a' Ktv Lc: p p,Na CODE C "01 A PpRO ND\I 2 2p08 orrOaa CAti witOG ° TES) 3' -0' X T-0' H rnL DOOR AID HMTL JAMB (PANT BOTH) QV NRP HWGES, CLOSER LOCKSET WOE 10170 TURAI FREE), LATCH COYER E1 4aEI11LE In 1E11 IMO GA ITL STUD WALL TO 127 Of %' GYP. BOARD V R -13 NSLLATION TO 10', R.13 STICK PIN N9ULATICN • Kr TO ROOF, VAPOR BARRIOR CH WARM SIDE (11. 0ID7.3) m NEW 6'40 GA STL STUD • 74. 0.C. FOR 26' HEIGHT, PJLL 1E00 TO ROC• DECK IOW GYP. 0OMA EA SOJE NON- MUTED. PANTED NEW THERMALT BROKER WDOS TO PtATCN EX OEM • USA BABY (1.1.060) l TIE EXIT SIGNS SHALL BE 114L1.79NATED 11BATTERT BACK -UP AND EMERGENCY LIGHT 7 PROVIDE E'ERGBEY LIGHTPG UV BATTERY BACK -UP TO mar CODES. II O EX HG ACCESS Dt 6TO RD:Ro•It Aro R1W1 NO (NWY #1 DOOR REMAINS 1105TMG PARKP-; NO CKNGE ANDOVER PAFYC EAST NEW FLOOR PLAN Z SCALE: 1/16'110' DOOR TO M EX MA RE6TR'K 5 RECEIVED NOV 10 PERMIT CENTER 'S 0 6 0 0 01 8 14 IC 8 a 0 2 U 3 ;g T— 2 w • \ \WKST4 \Documents \CAD\2003 \0369 ORE E SUITE 790 NATIONAL FURNTTURE\NATIONAL FlJRNITURE.O%G, 9/10/2007 9:51A AM, DeskjrJet 500 MAIN pct BUILDING AND SITE STATISTICS: mato cam Etc 2006 SLTOYs TLC WE ARE& APPWX 2.9 ACRES DS6T114 NIA FOOTPRNT OETI 63.120 EF 04633I2IEE OW. 1393 6F. BULK FETAL 1190).135 6F. DE?U1.110N AREA 2400 SF oWPNCT owe, M FETAL 5H 914034CUEE TOTAL PARCSG Dena 66 NO 0441Y# TYPE Cf c0e1RGT1■6 Y-0 MILT 6PRNQED) SCOPE OF U10FX: SAW C2JT FOR 4311 1 6TOREFRO D 6SSCY( OPENNNSYaS (4) ►LIILAIE EXTERIOR WALLS Alb 15tLA1KN AT ROOF AFPR?XPA1E COSTS 451000 API ROXILATE EYALUATO4 es MLL1CN CU,NER 190 ANDOVER LLC PD. BOX 281 MEDN4, WASHINGTON 58035 426.451 -15H TAX ID NUMBER 262304- 9035 -06 LEGAL DESCRIPTION TOTAL SQUARE FOOTAGE ALLOCATION I1fTAIL, 25)44 6F: • 2.54006 • 6206 CARS CAECA 36A61 Si.' 13000 • W3 CAM 8 CAT% 66 PA3C60 SPACES REWIRED NAT PORTION Cf TIE NORTHEAST QUARTER Cf THE SOUTHEAST QUARTER OF SECTION 26, TO1148441P 23 NORTU, RANGE 4 EAST, W.M. N K11 COINTT, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUT1#LEST CORER Cf LOT 8 Cf THE PLAT Cf ANDOVER INDUSTRIAL PARK NO. 5, AS RECORDED N VOLUME 83 CF PLATS, PAGES 22 AND 23, N KING COINTY, WASHNGTON* THENCE SOUTH 01041'28' MST ALONG THE SOUTHERLY EXTENSION Cf 11-E HEST LINE Cf SAID LOT 8, A DISTANCE CF 54500 FEET TO THE TRUE PONT Cf BEGINNING* THENCE SOUTH 880(2'32" EAST, A DISTANCE CF 25100 FEET( THENCE SOUTH 01041'28' LEST, A DISTANCE OF 42221 FEET( THENCE NORTH 8801272' (EST, A DISTANCE Cf 24100 FEET TO A PONT Cf CI RVEt THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS CF 50 FEET AND A CENTRAL ANGLE Cf 90000'00', AN ARC DISTANCE OF 1854 FEET TO THE EASTERLY MARGIN CP ANDOVER PARK EAST± THENCE NORTH 0104178' EAST, A DISTANCE CF 31221 FEET TO THE THE PONT OF BEGINNING. 1._ r51 1111111 tL111111111111r I ® 111111111 SITE PL AN se.tL ,- ..� AFb7•92 PAIR EAST VICINITY MAP N scKC MT .S 2. 3. 4 S. 6. 1 T -I T -2 ENERGY CODE NOTES: EXISTNG EOM TO BE 64&LATED IW R -B 21114 E.S. 25 FACNS EX65114 ADJACENT TENANT SPACED TO 1W NORM ARE ALREADY {FATED NEW STORE F37NT IS ALUTNIT FRAM El/DERMAL BFEM ANb I DRAWING INDEX &TE RAN I YIC68TY MAP GEIER.Y. DATA DIMOON PLAN FNO MED FLOOR FLAN EXTERCR ELEYATIGN4 9 B Date: • IT' SPACE WPM). TO GYP. PD. EA SIDE 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 sulAV al 770 and may include additional plan review fees. TYPICAL CA1 FR49116 ATTACH BOTTOt TRACK TO COO. FLOOR SV PWIDER DRIVEN AM-CRS AT 24' OD 2 I/2' RIBBER SASE • CARPET S A : SCALE I -Vr • r -0' unit No FiL CO 6' DEEP LEG TRACK ATTAC N TO GLa 111/3 - 15B• SCREWS • 2' -0' OL EDEE• LEG IS 3') STUDS 20 GA • P.D oc. NOT ATTAOED TO TRACK E%)T LAPPED LP INSIDE 1. GYM. ATTACHED TO 510 -P0T TO ALB OR TRACK- LAP I V2' CN GIB 5/6' GYP. DO. NTTPE 19 • PRE RATED DILLS/ MC. SLAB CN GRADE OVERALL CLEAR NELLATID GLAZING WITH Y)' AIR SPACE N -f0e UTN SFC•c • AS FEAT B VIA 0A3, Nb ELECTRIC ALLOIED. CALK AND SEAL ALL meow TO OUTSIDE, 14 '.I }� w�j •/� IEATH325TRP6G AT ALL EXTERIOR DOR7. `q r R1 yie V+' approval Is sulleitl to errors s and ants waist ALLGVNBLE LOAD FOR Su1TCFI Is an of Z ( ARP. CI "I t ; F.F �r 1 of construction documents does not zuth WANTS& EXISTIO 1.10106* TO FEMAN, NO e � thviolation of any adopted code or ordinar<.cd• Re or approved Fie o • N • ditions is ac' : ak: le- City of Tukwila BUILDING DIVISION 56'- REVISION N EX FILL 'YaT. 1114.1 TO 3' -5' EX "OCR TO ROAN SPACE 790 EX RETAIL EU 0S61N'a IEA.TED SPACE j EXISTED SEATED SPACE EX 5IAFE1FOICE (6-I) 16' -1 DC 10110' � CPBtG CLT FOR MU 2R500 J CUT FOR MO 914306 lY L � � y DEMOLITION PLAN L SCALE: 1/16 -1'0" s tU rUK COMPLIANCE PPROVED 2 0 2000 ity 0 Tukwila DING DIVISION VED 1/ 02008 IT CENTER T -1 04 -04 -2008 DAVID KEHLE 1916 BONAIR DR SW SEATTLE WA 98116 Solve RE: Permit No. D07 -350 790 ANDOVER PK E TUKW Dear Permit Holder: �h�l l(111-11/bl/L 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/28/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, r er Marshall exaf Technician xc: Permit File No. D07 -350 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PR . david arcnite October 22, 2007 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Bill Rambo Re: National Furniture D -07 -350 790 Andover Park East Dear Bill, The following is a response to a correction letter from Mr. Allen Johannessen, with comments as follows: 1. a) S -1 has a wet stamp and original signature. b) Building code is changed to 2006 IBC with code notes having been revised. 2. a) Special Inspections is required for the anchor bolt. b) A structural calculation is attached (wet stamped and wet signed). I have attached a Special Inspection form identifying the inspector to be used. I trust this will answer your questions. David Kehle Enclosure: Four complete sets with new S -1 sheets Inspection Form Revision Submittal Form 0369 /citylet10-22 -07 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com Y�EVELOYMEA. Materiai�Testing Laboratories hdthorized to Perform Special Inspection per Section 1701 t A.A.R. Testing Lab Inc. P.O. Box 2523 Redmond, WA 98073 425 881 -5812 425 586 -5538 FAX Agra Earth & Environmental 11335'NE. 122nd Way #100 Kirkland, WA 98034-6918 425 820 -4669 Ext. 3095 425 821 -3914 FAX Anvil Corporation 1675 W. Baker Mew Rd. Bellingham, WA 98226 360 671 -1450 360 821 -3914 FAX Cascade Testing Lab 12919 NE 126 Place Kirkland, WA 98033 425 823 -9800 425 586 -2203 FAX CTL C0)K6441AC. i oh, Ies-h 11 g Lab 10111 S. Tacoma Way #D -7 Tacoma, WA 98499 253 383-6118 3 $ 3- 81 1 a `' Pub k' 1 Geo/Test Services Inc. 741 Marine Dr. Bellingham, WA 98225 360 733 -7318 360 733 -7418 FAX Krazan & Assoc. 25418 74'" AV S Kent, WA 98032 253 854-1330 253 854-1757 FAX Materials Testing & Consulting 1687 Old Hwy 99 S MT Vernon, WA 98273 360 428 -0900 360 428 -6082 FAX Mayes Testing Engineers, Inc. 917 134th St. SW Suite A -1 Everett, WA 98204 425 742 -9360 425 745 -1737 FAX Otto Rosenau and Associates 6747 Martin Luther King Way S. Seattle, WA 98118 206 725 -4600 206 723 -2221 FAX Professional Service Industries /PSI (formerly Pacific Testing Laboratories) 3257 16th Ave W. Seattle, WA 98119 206 282 -0666 206 282 -0710 FAX lesting Labs WE'11 SSE "*.IN 1701- • 3Q bsd1053 2/2/01 p. 1 of 1 October 16, 2007 David Kehle 1916 Bonair Dr SW Seattle WA 98116 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -350 National Furniture — 790 Andover Pk E Dear Mr. Kehle, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, 4 , --3 2). J9 Bill Rambo Permit Technician encl File No. D07 -350 City of Tukwila Department of Community Development Steve Lancaster, Director P:Wermit Center■Correction Letters \2007\D07 -350 Correction Ltr #1.DOC WCT Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 1, 2007 Project Name: National Furniture Permit #: D07 -350 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner Tukwila Buildin • Division The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide structural plan sheet (S-1) with engineer's original wet stamp and signature, not copies. Building code on S-1 is shown as 2003. Structural sheet and design shall comply with current 2006 IBC. Revise code notes and review for compliance with current building codes. 2. Structural sheet shall identify whether special inspections are required. Specify bolt type and manufacture. Specified bolts shall identify with the current ESR reports recommended by the engineer. Provide engineer's calculation sheets wet stamped and signed. Should there be questions concerning the above requirements, contact the Building Division at 206431 -3670. No further comments at this time. DAVID KEHLE 1916 BONAIR DR SW SEATTLE WA 98116 RE: Permit No. D07 -350 790 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writinx and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/10/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: 10 -01 -2008 er Marshall t Technician Permit File No. D07 -350 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 14, 2007 David Kehle, Architect 1916 Bonair Dr SW Seattle WA 98116 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -350 National Furniture — 790 Andover Pk E Dear Mr. Kehle: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, rshall it hnician Enclosures File: D07 -350 amito P:\Permit Center\Incomplete Letters\2007\D07 -350 Incomplete Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: September 13, 2007 Project Name: National Furniture Permit #: D07 -350 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The WSEC energy code compliance forms have changed. Please provide revised compliance forms that meet 2006 Washington State Nonresidential Energy Code. Should there be questions concerning the above requirements, contact the Building Division at 206431 -3670. No further comments at this time. ACTIVITY NUMBER: D07 -350 PROJECT NAME: NATIONAL FURNITURE SITE ADDRESS: 790 ANDOVER PK E Original Plan Submittal DATE: 11 -10 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS Public Works � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6fi 11 4.- 11 Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route APPROVALS R CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Structural Review Required NC II Planning Division Permit Coordinator DUE DATE: 11 -11 -08 ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12 -09 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -350 DATE: 10 -22 -07 PROJECT NAME: NATIONAL FURNITURE SITE ADDRESS: 790 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui iU >; D'vis on Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete n Structural Review Required n Planning Division n ❑ Permit Coordinator ❑ DUE DATE: 10-22 -07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 11-19-07 Approved ❑ Approved with Conditions g 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: DEPARTMENT : k I nv; Bui g i i i on Public Works Complete ` COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -350 DATE: 09 -25 -07 PROJECT NAME: NATIONAL FURNITURE SITE ADDRESS: 790 ANDOVER PK E Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued Fire Prevention ❑ Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -27 -07 Incomplete ❑ Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 DUE DATE: 10 -25 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10 <<a`07 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -350 DATE: 09 -12 -07 PROJECT NAME: NATIONAL FURNITURE SITE ADDRESS: 790 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: � I� i 'I J PA9/ B�g iC ision Pb i Structural DETERMINATION V! DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY `a PLAN REVIEW /ROUTING SLIP 1t AW/(b Fire Prevention Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: n n DATE: DATE: t q -Or Planning Division Permit Coordinator E DUE DATE: 09-13 -07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: ofiNto'- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required C DUE DATE: 10-1 1-07 Approved with Conditions ❑ Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INI ALS I 11 -1 Summary of Revision: � Received by: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INI ALS I 11 -1 Summary of Revision: � ti - -oe Summary of Revision: -e,t t, Sr n { o-( wo Y-k Received by: d cbie$, 7%(JC 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 Summary of Revision: Received by: 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 Summary of Revision: Received by: S PROJECT NAME: A-4m. SITE ADDRESS: 1'iO 14-4 n-44 REVISION LOG PERMIT NO: 10 - 7- M ORIGINAL ISSUE DATE: 11 - 0 - 7 (please print) (please print ease print ease print ease print Project Name: Project Address: Contact Person: Created: 8 -13 -2004 Revised: V ' 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 A / Twu4A:i44,t_t_ Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: 11 / B g Plan Check/Permit Number: 0 7 3 St ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 7 qv Aver ice, a � e kI.� Phone Number: 9).5 1 4 5 7 - /S - 7/ — Summa of Revision: rr 4 rr n 14-ck. D rSGa x Y , ;rt D 44 e Q4 .444. 44,k4/ ,t9 -c. 4 r 4,u, Oel-Getp_Ae art o� F KWILA NOV 10 7006 PERult CENTER Sheet Number(s): / -/ • T 1 / Y O'e e r ! O � oL o Dg "Cloud" or highlight all area of revision inctading of rev' Received at the City Tukwila Permit Center b tY by: Entered in Permits Plus on I 1'4 K aapplicationstorms- applications on line\revision submittal 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 Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1?7I2 Plan Check/Permit Number: D07-350 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: National Furniture Project Address: 790 Andover Pk W Contact Person: David Kehle Phone Number: '4 ;' /i" Summary of Revision: r \Ivr '1P! �JI 9tuir alb 4 * Sheet Number(s): % (7.) A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 15b 1. 1-- Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: National Furniture Project Address: 790 Andover Pk E Contact Person: all ° rzi'l' Summary of Revision: P,chl » may' dE a ai UK/ 7tar Ottet 6427 Cr Nles [il mare ite.,) Sheet Number(s): B$t . Com 02.4 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: D07-350 Phone Number: *0'45 —, Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF TUKWIEA SEP 25:200/1 ro CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206- 433 -0179 Planning Division: 206 - 431 -3670 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION j r avt E e L , states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. / L i , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. \applications\8 -2004 affidavit in lieu of contractor registration Residing at Kil? Name as commissioned: My commission expires: PERMIT NO.: 1D 3 SD APPLICANT Signed and sworn to before me this (:,0 day of / 110 ✓e,fl 1€ r , 20 07 NOTARY PUBLIC in and for the State of Washington, , County. yr � /41/Le �c OS' 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor, 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications'6 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor, 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. 111111E' r i SPACE 720 12,085 S.F. WA HOUSE = 5,343 SF BU RETAIL= 6 ,250 9 SPACE 770 IBUILDING AND SITE 6T4TISTICS: BUILDING CODE: IBC 2006 ZONING: TUC SITE AREA APPROX. 2.9 ACRES EXISTING BLDG. FOOTPRINT (NET): 63,120 SF WAREHOUSE (190)= 1,593 SF. BULK RETAIL C180) =1,592 SF. DEMOLITION ITION AREA: 2,000 5F OCCUPANCY GROUP: M RETAIL, 5 -1 WAREHOUSE TOTAL PARKING EXISTING: 86 NO CHANGE TYPE OF CONSTRUCTION: V -R3 (FULLY SPRINKLED) TOTAL SQUAI FOOTAGE ALLOCATION RETAIL: 25,144 SF. a 25/1000 = 62$6 CARS WHSE.: 36,461 SF. s 112000 = 1823 CARS 81 CARS 86 PARKING SPACES `REGQ.IIRED SCOPE Of WORK: SAW CUT FOR NEW STOREFRONT WINDOW OPENINGS (4) INSULATE EXTERIOR WALLS AND INSULATION AT ROOF APPROXIMATE COSTS: f55/000 APPROXIMATE EVALUATION: $5.8 MILLION 0ER 190 ANDOVER LLC Box 287 MEDINA, WASHINGTON 98039 425 -451 -1511 TAX ID WUM E 262304 - 9095 -06 LEGAL ES RIP'I"lON ANDOVER PARK EAST THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OP SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT NE SOUTHWEST CORNER OF Lot 8 OF THE PLAT OF ANDOVER INDUSTRIAL PARK NO. 5, AS RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, IN KING COUNTY, WASHINGTON± THENCE SOUTH 01041'28" WEST ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID LOT 8, A DISTANCE OF 545.00 FEET TO THE TRUE PAINT OF BEGINNING± THENCE SOUTH 88012'32" EAST, A DISTANCE OF 29.00 FEET± THENCE SOUTH 01047 WEST, A DISTANCE OF 422.21 FEET± THENCE NORTH 88012'32" WEST, A DISTANCE OF 241.00 FEET TO A POINT OF CURVE± THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET AND A CENTRAL ANGLE OF 90000'00 ", AN ARC DISTANCE OF 18.54 FEET TO THE EASTERLY MARGIN OF ANDOVER PARK EAST± THENCE NORTH 01041'28" EAST, A DISTANCE OF 31221 FEET TO THE TRUE POINT OF BEGINNING. Nelb SCALE: N.T.S. T -I T -2 SITE PLAN SCALE: 1" = 40' VICINITY MAP DRAWING INDEX SITE PLAN 4 VICINITY MAP GENERAL DATA DEMOLITION PLAN PROPOSED FLOOR PLAN EXTERIOR ELEVATIONS i SEPARATE PERMIT REQUIRED FOR: L!J Mechanical (R1 Electrical LVPlumbing dGas Piping City of Tukwila BUILDING DIVISION Li ENERGY CODE NOTES: L EXISTING ROOF TO EE INSULATED W/ R -I9 WITH ES. 25 FACING 2. EXISTING ADJACENT TENANT SPACES TO 190 WORN ARE ALREADY HEATED. 3. NEW STOREFRONT 15 ALUMINUM FRAME W/THER'1AL BREAK AND 1" OVERALL CLEAR INSULATED GLAZING WITH 112" AIR SPACE (U - 0.60) WITH SHGC = AS 4. HEAT IS VIA GAS, NO ELECTRIC ALLOWED. 5. CAULK AND SEAL ALL OPENINGS TO OUTSIDE, INCLUDE WEATHERSTRIPING AT ALL EXTERIOR DOORS. 6. MAXIMUM ALLOWABLE LOAD FOR SWITCH IS 80% OF 20 AMP. CIRCUIT. 1. LIGHTING: EXISTING LIGHTNG TO REMAIN, NO CHANGE IN WATTAGE, RELOCATE AS REQUIRED. + I/2" SPACE GYP.BD. TO GYP. BD. EA SIDE DEFLECTION-HEAD-DETAIL SCALE =11 /2 " =1'0" TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR WI POWDER DRIVEN ANCHORS AT 24" O.C. 2 1/2" RUBBER BASE 6 CdRP1T By, Date: � � 6 WALL TO SLAB SCALE: I -1)" = 1' -0" 4 I. 4 r 4 4 F 4 City of Tukwila BUILDING DIVISION ROOF STRUCTURE G18. • i ' e. , A • r• i • . • II I r 71, FILE COPY Pennit No..,, Plar review approval is abject to auras and amens. Approval of ccoguction documents does not authodze the violation of any adopted code or onlinance. Receipt of approved 1 and co11citlons Is acknowledged: 6" DEEP LEG TRACK ATTACH TO G.113.111/3 - I 5/5" SCREWS e 2' -0" O.C. (DEEP LEG IS 3 ") STUDS 20 GA. a 2' -0" O.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE I. GYP.BD, ATTACHED TO STUD -NOT TO GLB OR TRACK- LAP 1 1/2" ON GLB 5/8" GYP. BD. (TYPE 'X' a FIRE RATED WALLS.) No ch :n rY,Ei1-±.;, to fh- ccir)r?n of work •'ithout prior pp !DV Tukwila Building Division NOTE: Revisions will requiro i? nr','•.M and may include additional plan CONC. SLAB ON GRADE SECTION U CE 77C 30' -6" EXISTING SEMI-HEATED LOADING DOCK EX ld'XID' OPENING CUT FOR NEW RI EX FULL WGT. DEMISING WALL TO REM N EX 3'4" EX 'DOOR TO REMAIN 15' SPACE 790 EXISTING HEATED SPACE EX WAREHOUSE (S -I) EX. RETAIL (M) ISTING HEATED SPACE REV 103' SCALE: 1 /16' =1'0" EX. IMO' OPENING 26' -1" CUT FOR NEUJ WINDOW —L WIhIDOW CUT FOR NEUJ WINDOW —N il II N N II II n I CUT FOR NEW WINDOW —i OLITIO\ PLA\ 42' EX DOOR TO Rh'AIN G 10 RECEIVED CITY OF T)MWIL.A OCT 2 2 2007 PEHNil I CENT �JJ j P I ED CORRECTION LTR # ssD W 0 2 e w ✓ Q m w C) w 0 z 0 d v w w r r- tt to0 Cb X0 I wt; Ac a z co c4 W W cre 02 c9 a a i -> " — lir 6 CO CL 4. (n o) lird• • C T \ \WKST -4 \Documents \CAD \2003 \0369 BREKKE\SUITE 790 NATIONAL FURNITURE \NATIONAL FURNMIRE.DWG, 9/10/2007 9:44:25 AM, DesigriJet 500 MAIN.pc3 SCALE: US" 2 1 -0 NORTH ELEVATION SCALE: 1/8" = P -0" TEMPERED SAFETY GLAZING BOTTOM 2 PANELS NEW I2'W X 8'T ALUM. STOREFRONT, INSULATED U :Ob, CLEAR GLASS MAX SHGC I TEMPERED SAFETY GLAZING BOTTOM 2 PANELS SOUTH ELEVATION NEW 12'W X SST ALUM. STORMONT, INSULATED U :Ob, CLEAR GLASS MAX. SI-GC I — NEW I :'W X $'T ALUM. STOREFRONT, INSULATED U :0b CLEAR GLAS$ 12' X MAX. S14GC I TEMPERED SA} TY GLAZING BOTTOM 2 PANELS T CANT. CAULK EX CONCRI?TE TILT - DETAIL- WINDOW HEADER SCALE: I" : 1' -0" P • SCALE I" = I'r0" DETAIL- UJINI7OUJ SILL T - — NEW 12'WX S'TALUM. STOREFRONT, INSULATED U =O.(a, CLEAR GLASS MAX SHGC I :10 NEW STICK PIN INSULATION ABOVE 10' FURRED WALL TO 10' APP. WI 5/5" GYP. ED. CONT. CAULK NEW ALUMI•UM WINDOW SYSTEM W/ 1" INSULATED GLAZING (U =0.60) NEW ALUMINUM WINDOW SYSTEM W/ P INSULATED GLAZING (U20b0) TEMPERED AT FLOOR LEVEL FINIS( -I=D FLOOR LEVEL TEMPERED SAFETY GLAZING BOTTOM 2 PANELS DOOR SCHEDULE: (PROVIDE JEVER HANDLES ON NEW DOORS) NEW 3' -0" X 1' -0" H. MIL DOOR AND 1-1r1TL JAMB (PANT EON) IV/ NRP HINGES, CLOSER LOCKSET (INSIDE KNOB TURNS FREE), LATCH COVER, SILENCERS WALL SCHEDULE: E0 NEW 5 5 "X20 GA. STL. STUp WALL TO 10' AFF" GYP. BOARD W/ R -13 INSULATION TO 10', R.13 STICK PIN INSULATION a 10' TO ROOF, VAPOR BARRIOR ON WARM SIDE. (U: 0 .019) 111 NEW 6 "X20 GA. STL. STUD a 24" Q.G. FOR 26' FIGHT, FULL HEIGHT TO ROOF DECK W/ VI GYP. BOARD EA. SIDE NON - INSULATED, PAINTED WINDOW SCHEDULE: I. NEW TI-4ERMALY BROKEN WINDCXU TO MATCH EX. WINDOW a USA BABY (U=0b0) NOTE: I NE EXIT SIGNS SHALL EE ILLUMINATED W/BATTERY BACK -UP AND EMERGENCY LIGHT 2. PROVIDE EMERGENCY LIGHTING W/ BATT BACK -UP TO MET CODES. 2' -3" c y °paa \ r 4 EX. HATED SPACES EX LOADING e r �. l'J BLOW N R -13 INSULATION IN EX. WALL NEW WNDOIiJ — a NEW R -I9 CEILING INSULATION TO ROOF DECK NEW R -19 ROOF INSULATION WIN F.S. 25 FACING NEW WINOVU EX. STOREFRONT AND 1 POOR REMAINS EXISTING PARKM, NO CHANGE ANDOVER PARK EAST SCALE: 1/16 " =1'0" EX. POOR TO REMAIN 'Q NEW WINDOIJI --��� r A 1 NEW WINNOW }-1 ,-1 0 1 FDA G 8 EX. H.C. ACCESS EX. STOREFRONT MD RAMP (NO CHANGE) DOOR REMAINS \EW FLOOR PLA\ EX. DOOR TO RE 1AIN EX. AL. RESTRQOMS NOV 2 4 2008 0 c RECEIVED CITY OF TUKWII OCT 2 2 29,07 PEHMJJT CEN f R w 0 a 0 r m 2 I— < r4 riT-1 0 pT„ P 0 icz 129 P" P-1 Cn T-2 rn 1 W 0 N \ \WKST -4 \Documents \CAD \2003 \0369 BREKKE\SUITE 790 NATIONAL FURNITURE \NATIONAL FURNTTURE,DWG, 9/10/2007 9:51:48 AM, DesigNet 500 MAIN.pc3 e 3x 0' -10" 3/4"0 EXP. BOLT EMBED 4" SECTION C -1 FE 3xYax 0' -10" 3/4"0 EXP. BOLT EMBED 4" SECTION B -1 HSS 6x6 SECTION A -1 PILASTER 24'± C /— y4 12 9' -0" SCALE: Vs" = 1' -0" IE 8x 0' -11" W/4 -4/4 "0 EXP, BOLTS HSS 6x6x5 16 7 1' -0" r �� BOTTOM OF LEDGER j NEW 12' x8' 'ENING r 24'± FIELD VERIFY 30' -0 ": 12' -0" 9' -0" PANEL ELEVATION F -1 C -1 B -1 A -1 CORNER SECTION D -1 SCALE: 4/4 = 1 -0 WO EXP. BOLT EMBED 4" y4 L 3x3xy x O'-3" HSS 5x5x% WO EXP. BOLT EMBED 4" 1/ L 3x3xY4 x 0' -3" TOP & BOTTOM HSS 5x5x /g SECTION E--1 SCALE: .4" = 1' -0" 20'-0"± GENERAL NOTE UVE LOADS: ROOF....25 PSF (SNOW) WIND...85 MPH, EXPOSURE B EARTHQUAKE DESIGN DATA: IE = 1.0 SEISMIC USE GROUP = I SITE CLASS: D SEISMIC DESIGN CATEGORY: D CONCRETE: f'c = 2500 psi MAX. SLUMP = 4" PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YARD EXPANSION BOLT: EXPANSION BOLTS TO BE SIMPSON STRONG—BOLT WEDGE ANCHOR CONFORMING TO ESR -1771. SPECIAL INSPECTION REQUIRED. SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLISNESS, EMBEDMENT DEPTH, DRILL BIT DIAMETER, HOLE DEPTH, AND TIGHTENING TORQUE. 1 PANEL ELEVATION G -1 MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 -82 (S -1) EXCEPT AS NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi). OTHER REINFORCING SHALL BE GRADE 40 OR 60. LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. COVER TO REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER FACE....1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE 2 INCHES STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500 GRADE B (fy = 46,000 psi). PLATES SHALL CONFORM TO ASTM A -36 (fy = 36,000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A-307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. PION BUILDING PLAN SCALE: Yg" = 1' -0 0 0 0 �JJ CE I 'C,Ti A ' ° C :111 oty EX NOV 2 4 2008 RECEIVED CITY OF TI JKVVILA OCT 2 2 2007 PERMIT CENTER nay CT) CO O CO I I In to tn N U S -1 OF 1 a N