Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D08-239 - LA PANZANELLA - TENANT IMPROVEMENT
LA PANZANELLA 18475 OLYMPIC AV S EXPIRED 03 -16 -09 D08 -239 Parcel No.: 7888900111 Address: 18475 OLYMPIC AV S TUKW Suite No: Tenant: Name: LA PANZANELLA Address: 18475 OLYPMIC AV S , TUKWILA WA Owner: Name: RRP LA PANZANELLA LLC Address: 1808 PARKSIDE DR E , SEATTLE WA 98112 Phone: Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Phone: 206 - 433 -8997 Contractor: Name: JOSEPH MCKINSTRY CONST CO Address: 3304 BEACON AV S , SEATTLE WA 98144 Phone: 206 723 -4651 Contractor License No: JOSEPMC065O3 Citylf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us DEVELOPMENT PERMIT Permit Number: D08 -239 Issue Date: 07/29/2008 Permit Expires On: 01/25/2009 Expiration Date: 04/16/2010 DESCRIPTION OF WORK: TENANT IMPROVEMENT - REMOVE DUSTING NON - BEARING WALLS AND INSTALL NEW BORING EQUIPMENT. SAW CUT FOR NEW FLOOR DRAINS, INSTALL MIXING EQUIPMENT AND NEW FINISHES, CUT IN NEW OVERHEAD DOORS AND INSTALL OUTSIDE COMPRESSOR SHED. Value of Construction: $18,500.00 Fees Collected: $655.43 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -10/06 * *continued on next page ** D08 -239 Printed: 07 -29 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o•Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of k. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: IBC -10/06 (,),z1LcD,J9, Permit Number: DO8 -239 Issue Date: 07/29/2008 Permit Expires On: 01/25/2009 Date: Date: 7 ` 29 ` U g 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. D08 -239 Printed: 07 -29 -2008 Parcel No.: 7888900111 Address: 18475 OLYMPIC AV S TUKW Suite No: Tenant: LA PANZANELLA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. D08 -239 ISSUED 04/29/2008 07/29/2008 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: 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. 14: Readily accessible access to roof mounted equipment is required. 15: 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. doc: Cond -10/06 D08 -239 Printed: 07 -29 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 23: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 24: 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) 25: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 26: 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) 27: 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) 28: 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) 29: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 30: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and doc: Cond -10/06 D08 -239 Printed: 07 -29 -2008 the International Fire Code. • • 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 31: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 32: Egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 33: 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) 34: 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 m 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 (1 PC 1003.6) 35: 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) 36: 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 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mrn) 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) 38: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 39: 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) 40: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 41: 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) 42: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) doc: Cond -10/06 D08 -239 Printed: 07 -29 -2008 • 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 43: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 44: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 45: U.L. central station supervision is required. (City Ordinance #2050) 46: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 47: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 48: Sprinlders 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) 49: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 50: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 51: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 52: Fire department connections ( FDC's) shall be located within 50 feet of a fire hydrant. 53: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 54: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 55: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 56: .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) 57: Local U.L. central station supervision is required. (City Ordinance #2051) doc: Cond - 10/06 58: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 59: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters.which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 60: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 D08 -239 Printed: 07 -29 -2008 (4.4.1.4.2.1)) doc: Cond -10/06 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http :• / /www.ci.tukwila.wa.us 61: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 62: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 63: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 64: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 65: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 66: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 67: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 68: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 69: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 70: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 71: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 72: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 73: 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. 74: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 75: 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) 76: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) D08 -239 Printed: 07 -29 -2008 • 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 77: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 78: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (IBC 315.2.4) 79: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 80: Aboveground gas meters, regulators and piping exposed to vehicular damage due to proximity to alleys, driveways or parking areas shall be protected in an approved manner. (IF'C Ch. 312, sec. 312.1 thru 312.3) 81: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (IFC 315.2.3) 82: These plans were reviewed by Inspector 515. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 83: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 84: * ** PUBLIC WORKS DEPARTMENT CONDITIONS * ** 85: Applicant shall apply for a separate Public Works Construction Type C Permit to install reqired grease interceptor. Grease interceptor shall include a sampling tee at the outlet to the sanitary sewer required by King County Industrial Waste Program. 86: Grease interceptor and backflows shall be in place prior to Public Works final permit sign -off. doc: Cond - 10/06 * *continued on next page ** D08 -239 Printed: 07 -29 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 C08 -239 Date: • 23 ` o ordinances governing or local laws regulating Printed: 07 -29 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwilu. Iva. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address:1 ` i v'1 FI lye ,7 Tenant Name: 114 ESQ Property Owners NaI, % 14 *nt3I 141t1.d Mailing Address:�Q Z 0, . 4k Name: VA() 60t IllF�Ft Iit Mailing Address: II icy 9 i E -Mail Address: AWIte L aKek . aut GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) f1 Company Name: Mailing Address: 3 P,tyN- 6 11 i 1- lstrw' Contact Person:' E -Mail Address: Contractor Registration Number. d /1 E 121 GGrD Company Name: QVIO hF1 .bWArror Mailing Address: �����, � t1G e Contact Person: Qit lik E -Mail Address:_ 91.64.- 4 \I 1 VCI1, Cow4 Company Name: walk4Ekizia.1 Mailing Address: b7 ta1oZrxem / 1�E Contact Person: PM. IIGFI6 DAD tfu o 1 i E -Mail Address: QMpplitmionsTonn ►Applications On U&3 2 .006 - Permit Application.doe Revirod: 9.2106 b6 Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.:115tt erD Suite Number. City ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Floor. 1 New Tenant: T Yes ❑..No zip tub . state CONTACT PERSON - who do we contact when your permit b ready to be issued Day Telephone!lt&- G, I1, City State zip Fax Number. 17 tib. 6/61 City State `� zip Day Telephone: e -1Z 3 - 4taI % Fax Number. 7� X08 z 3 Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record V • 4tIUP City State Zip Day Telephone:W( - 4 9 S , N4 Fax Number. /010- /1:6 - &3(d -rztt City Day Z . -A 2 Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMti11ON — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1'IL' Existing Building Valuation: $ 2 . M iLLia4 Scope of Work (please provide detailed information): eePiOit Eijr L bb -1 e1 fact. U4 Au.0 I Lo u- lieu Dr-ki, Vaileteia5C 404 Itt. Aar ricaz rtawc, lulu, MI(fl EtUiP W4 .b M9 MeV t 1bIW1 Cut 1 4 ll��( Amiltiao 22304 Br li,L9tRi Gtt134PE oiREW)2 Will there be new rack storage? ❑ Yes V .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: W Compact: Handicap: there be a change in use? ❑ Yes No if `des ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: V I Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ ..... ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Al No If "yes , attach list ofmateriaLv and storage locations on a separate 8 -1 /2 "x II "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design appmved by King County Health Department. Q: Ann' icmionaVam»-Applications On tine\ -2006 - Permit Application4oc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 11 15/Ctip - er \ i , p'1' . Pl ltt 2 Floor L I 64172---- \,1,-}i' ' I 5i0tr 3i° Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMti11ON — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1'IL' Existing Building Valuation: $ 2 . M iLLia4 Scope of Work (please provide detailed information): eePiOit Eijr L bb -1 e1 fact. U4 Au.0 I Lo u- lieu Dr-ki, Vaileteia5C 404 Itt. Aar ricaz rtawc, lulu, MI(fl EtUiP W4 .b M9 MeV t 1bIW1 Cut 1 4 ll��( Amiltiao 22304 Br li,L9tRi Gtt134PE oiREW)2 Will there be new rack storage? ❑ Yes V .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: W Compact: Handicap: there be a change in use? ❑ Yes No if `des ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: V I Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ ..... ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Al No If "yes , attach list ofmateriaLv and storage locations on a separate 8 -1 /2 "x II "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design appmved by King County Health Department. Q: Ann' icmionaVam»-Applications On tine\ -2006 - Permit Application4oc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Valve 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). 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 ABM AUTHORIZED TO APPLY FOR. THIS PERMIT. BUILDlisIG 0 Signature: 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). ORIZED AGENT: Print Name: ' ! Day Telephone: ' O& \Yb. 'WI Mailing Address: 13 IL Fat01 Date Application Accepted: 4/iikb QAAtmlicaicmArcanslPPliatian Oo U \3.2(6- Permit Aprlicuion.doc Rciiacd: 9.7006 bh Date Application Expires: Date: 64 10% Ciry Stale Zip Staff Ins: Page 6 of 6 Receipt No.: R08 -02773 Payee: LA PANZANELLA 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 Payment Check 3004 399.00 TRANSACTION LIST: Type Met hod Descriptio Amount RECEIPT Parcel No.: 7888900111 Permit Number: D08 -239 Address: 18475 OLYMPIC AV S TUKW Status: APPROVED Suite No: Applied Date: 04/29/2008 Applicant: LA PANZANELLA Issue Date: Initials: WER Payment Date: 07/29/2008 02:12 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 000/322.100 394.50 000/386.904 4.50 Total: $399.00 Payment Amount: $399.00 5409 07/29 0710 TOTAL 399.00 doc: Receiot -06 Printed: 07 -29 -2008 Parcel No.: 7888900111 Address: 18475 OLYMPIC AV S TUKW Suite No: Applicant: LA PONZANELLA Receipt No.: R08 -01407 Payee: DAVID KEHLE ARCHITECTS INC ACCOUNT ITEM LIST: Description ring RRC.Rlnt -OR 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 Payment Check 18273 256.43 RECEIPT Initials: BLH Payment Date: 04/29/2008 02:29 PM User ID: ADMIN Balance: $399.00 TRANSACTION LIST: Type Method Descriptio Amount Account Code Current Pmts 000/345.830 256.43 Total: $256.43 Permit Number: D08 -239 Status: PENDING Applied Date: 04/29/2008 Issue Date: Payment Amount: $256.43 1785 04/29 9711 TOTAL 2933.21 PrintRrt- 04- 2q -2nnA COMMENTS: r"1 pe / 4,1 ,---- A ALLe Q is I,0- /00 K rUr S J.: e c- _I n, <.1 /P_.96 /1 n (...) RJ k_.2! I + J 1 itAilik49 ,f f v •t . D To t.4A,J-e if e c - .`&i e c '`J -1 j i J." rP A: C$ ti--U LC_keA f d /Z-J . a ) 7 2 .S.-c) ITI Na i , e , Je_-1l b le... , ,Jr' AS , --/I : . 2 - p £ t-- I' 1 1 /, 4-,1, ,,,! ( �/'-, ?.d Aft) 4 4 () c.,_ , � o .et C y rib A id r e moo. T Y r ?1 d4 f t' /l id ( � 4 b --q y J rJ �" r, --J1 ,� _ cl ,. e-A - y Pr oe Project: � z �� L A p A ,� k ' Type of Inspection � ' ,` 7 Address. i sitet'7 5 t,L7 � p. �t_ Date Cal ed s Special Instructions: //� L A (3 1 Aj v u C 4 d �Od�Jip� vofS Date Wanted: --q y J rJ �" ... . m. Requester: Phone No: 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 n Approved per applicable codes. Inspe tor: a •J..4Up $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: rections required prior to approval. Dater — or .v6 Azr Pr ec A/ A1 ZA /1.114 Type of Inspe0 n: A's. � Ad )r Date Called: Special Instructions: Date anted: 3 ° ° a.m p.m. Request r: PI e 3o, —e /B 6 - S eta if A -2 5'9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 D 0 REINSPECTI • FE ° EQUIRED. Prior to inspection, fee must be at 6300 Southcen er Blv a ., Suite 100. Call to schedule reinspection. Rece"rbt No.: 'Date: ,l COMMENTS: s,�� z c - Hood & Duct: Type of Inspection: • / r = �. � z Address: { <�r r - Suite # • i 6 . i ` Contact Person: ; , ,,t Special Instructions: Phone No.: Project: f �' s,�� z c - Hood & Duct: Type of Inspection: • / r = �. � z Address: { <�r r - Suite # • E . 6 . i ` Contact Person: ; , ,,t Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER a pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206- Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. Date: 7 , rs.. V.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: a ri wZa audio. Type of Inspection: OM �rv1c f r ( Address: Yet 1 5 0i ,,, ,,_ , e S, Suite ###: y am ` -• Contact Person: I Special Instructions: Phone No.: 2( t� `�! 133-6 Needs Shift Inspection: Sprinklers: • Are Alarm: Hood & Duct: Monitor: Pre -Fire: • • Permits: Occupancy Type: • • INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 [Approved per applicable codes. INS RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT COMMENTS: © L. ()L. 4- 0 6CL L� � ! wu ra , tk g Q 5 A, 1 CF`ec. I Inspector: l Date:, Z pg Hrs.: I - $80.00 REINSPETION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. qall.to schedule a reinspection. Word /Inspection Record Form.Doc 1/] /06 o h zser PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Type of Inspecction: i . VA / r.fiNea- ur, Fire Alarm:" Extteg- L 1-_ __ (, - I l /e_b - 0 V- ( bob - 2 3i) 014 himo, p, `--` hl E.. iir e, CM M 00 ---->C. t • . \r 6 , L . 6- C V @ to h-t Phone Not: ' ' _ Oaf o - • ._. • —..._ _. _:.__ _ .. __- -- f 4 v Woo.. V -- n 1 -_ ' ,-. - Project: LA 0 7, typ.% pl i Type of Inspecction: i . VA / r.fiNea- ur, Fire Alarm:" Hood & Duct: - Address: Iftmg Suite #: 014 himo, p, Contact Person: • Special Instructions: Phone Not: ' ' Needs Shift Inspection: _ Sprinklers : - Fire Alarm:" Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: .1 4 ti INSPECTION REO Retain a copy wits perm INSPECTION NUMBER • . • PERMIT' NUMBERS FG T CITY OF-TUKWILA FIRE DEPARTMENT' 444 Andover Park East Tukwila, Wa. 98188 _ 206 -575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. Inspector,:, W, /5 �Z I Date: 1 1t I U$ Hrs.: • l $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice. from . e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 IInte',rior Lighting Summary 2008 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address Project Description Compliance Option Alteration Exceptions (check appropriate box - sec. 1132.3) Maximum Allowed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form LTG -INT a3kNti41 Applicant Name: ai1p Kfaci41 kat Applicant Address:A Vo Wag. p2,9V • Applicant Phone: itt& 3'3 S4144' From Table 15 -1 (over) - document all exrdispen form Pelf Proposed Lighting Wattage Uri , �1I�v For Building Department Use KEVIEVVED F R CODE COMP CE APPROVE Date Revised July 2007 ❑ New Building ❑ Addition 1 Alteration ❑ Plans I Refer to WSEC Section 1513 for controls and commissioning requir 0 Prescriptive 0 Lighting Power Allowance 0 System Analy (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces cle -I y � � AIVI No changes are being made to the lighting PIZ ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Allowed x Area Area in ft Total Allowed Watts Location (floor /room no.) f s ixture Description Number of Fixtures Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Watts Proposed Notes: number of lamps in the fixture, and ballast type (if 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. BEDEWED CCTV OF TIJKWILA APR 2 9 2008 Do0 414 a ION Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic • W• . All Other Roofs FILE C Opaque Walls' Below Grade Walls pl� �� ®e Floors Over Unconditioned Spac l F? tS. ..� c i Slabs -on -Grade Radiant Floors ` Applicant Name: Maximum U- factors Opaque Doors Vertical Glazing 1U, �0 5 Q- R Overhead Glazing - *1 Va Maximum SHGC (or SC) Vertical /Overhead Glazing I Project Info � Project Address W r • W• . _ X 0Q __ • Date ��'� 0,, 7� ( C`IPtG �lF For Buildr 7 KC� I.ZA�CI APPROVED JUL 28 2 a Applicant Name: lO KEe/ Pv� ®�� Applicant Address:1 1U, �0 5 Q- R ix ' - *1 Va Applicant Phone:' e2 , 4_* 3 m Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing _ X 0Q __ • Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying O no assembly below. O yes Check here if using semi - heated path and if project meets all 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. Climate Zone 1 ENV -SUM En■i;elope Summary 2006 Washington State Nonresidential Energy Cade Compliance Forms Project Description Compliance Option Notes: 140 athgae Ei W% 2006 Washington State Nonresidential Energy Code Compliance Form ❑ New Building ❑ Addition 1. Assemblies with metal framing must comply with overall U- factors py FIECEIVED CITY OF TUKWILA APR 2 9 2008 Alteration Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) C ❑ Seattle ❑ Sy Revised July 2007 ge of Use ti 4111 r ' DING p M S 'i _ C 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 z 9.0 Btu /ft F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. NJ.Bescription U- factor (including insulation R -value & position) p oi - CT E N I G I N E E R I N G Scope: New Wall Opening Architect: David Kehle Structural Engineers PLLC FILE COPY ._ Prmit Structural Calculations La Panzanella TI . . 29 (8 EXPIRES: 7/27 d I .. 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 8 2008 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 9 2008 t' ERhfi! T CENTER Ig oe - 2 51 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285- 0618(F) jrai@ctengineering.com C T i E N G I N E E R I Project: Client: Structural Engineers Date: Page Nu 412 I 08 Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 I i, I. 11 ' 1 i. I 1 i �--• -- i • ---f______ -- F . i I I ■ ____., _ �- _... t � 4 Dui -.. ��__ . . ______ , - r _ j00 I :..: r I 1 7 - . ll _ II I I .. p IH • _ ! ; i . � �� _ 1 i . 1 _ • i ._ -. - i , ., . lc_ v 1, ........, . . ____ , ,•.., , , . r - , . 0.4 • , ; -`, . I ' mill . ki :__Ii I - - T11 . --- . ! ' -- qt . ■ i ty _ , - - - I I y 1 , 11 1 11 )idlii; I f•- - ... - F S , I- , _.. ; .... _ . • f . _ I I _T ux_ 1 Y - i f ... { �. C T i E N G I N E E R I Project: Client: Structural Engineers Date: Page Nu 412 I 08 Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 C T E N G I N E E R I N G Project: Structural Engineers La .1 n neltw I N C. Date: Client: Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 i • i i.Z1 r I -.. -�- _ i: _..._ _ - - - - . , I — _� I • - t • . 1 f , i 7 J -- 7 -- - ---- -1 ? = I r _ ; f _ f - • . • • - • ... _ .. ■ 1 Y":") , ,,....c4 Z� • A . -._ 4 .. r f V i -- - -- • • H [ ! i • - LI t j ti_Nri-f - . — ;, - — ' . . • -..--._ i • • Y�^�C rte- - , -, I •-- P- 1 i 1 - rid fi P2,- / 1---.0 - - -� I 1 ! . x � O ; ... _. _ .. f -- - $ 1 '� - 0 , ; l . a — .._ ... - • i , Ii i J. I • a i �... • j J . -+• : C T E N G I N E E R I N G Project: Structural Engineers La .1 n neltw I N C. Date: Client: Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4 Longitude = -122.2 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa= 1.O,Fv= 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.300 (Ss, Site Class B) 1.0 0.442 (S1, Site Class B) s IBC2008 (1813), ASCE 7 -05 CHAPTER 11, 12,13 SEISMIC DESIGN CRITERIA Response Spectral Acc. (0.2 sec) $ = 130.00%g = 1.300g Figure 22 -1 through 22 -14 Response Spectral Acc.( 1.0 sec) $ = 44.20%g 9 = 0.4428 Figure 22 -1 through 22 -14 Soil Site Class D v I Table 20-3-1, Default = D Site Coefficient F = 1 Table 11.4 -1 Site Coefficient F = 1.558 Max Considered Earthquake Acc. Sas = F0•S. = 1.300 Table 11.4-2 Max Considered Earthquake Acc. = F.S1 = 0.689 @ 5% Damped Design S = 2/3(S = 0.867 SDI = 2 / 3 (Su1) = 0.459 Building Occupancy Categorical B, Standard Design Category Consideration: Red* Diaphragm I V I with disc between seismic rests Se ismic Design Category for 0.1sec p resisting system >40f1 Seismic Design Category for 1.0sec D Table 11.6-1 at <.769 NA Table 11.6 -2 Since Ta < .8Ts (see below), SDC = p on Control (exception of Section 11.6 6 does not apply) Comply with Seismic Design Category D I IRC, Seismic Design Category= tegory= D2 T 830122.,.1 12.8 Equivalent lateral force procedure (Rdb), a = 1 = 1.0 z= 10ft Max F p = 1.6S Min F = 0.3S0 1211.1 Structural Walls and Their Anchorage 0.347 F = 0 R =3 h= 10ft = 1.387Wp = 0.260Wp 12.11.2 Anchorage of Concrete or M : • scam. alls(flexible diaphragm) or F = 400S = 347 shall be 2 280 #/ft F 0.8S0 ) (12.11.1) 0 693 Wp Max Seismic Load E. = 00 t 0.2S Where f; =2 0.2S = 0.174(D) Deflection Amplification factor C = 5 • Nonbuilding structures, Section 11 Response Modification Coef. R =3 Importance factor I = 1 T 15.4 -1 or T -15.42 For flexible nonbuilding, G = stem = 0.289 15.4.1.1 Min = 0.03 (15.4 -1) or C.= 0.8 SiUR = 0.118 (15.4 -2) V= 0.289W For rigid nonbuilding, C. = 0.3 SDs 1 (15.4-5) =0.260W (11.4 -1) (11.4 -2) (11.4-3) (11.4-0) Table 1 -1 A. BEARING WALL SYSTEMS Seismic Force Resisting Systems 1. Spedai 'enforced mnaete shear wa C1 = 0.02 x =0.75 T- 12.8 -2 Building hL I-), = 25 ft Limited Building Height (ft) =160 C„= 1.400 for S of 0.459g Table 128-1 Approx Fundamental period, j = C1(hJ" = 0.224 12.8 -7 Calculated T shall not exceeds Cu.Ta T _ Sec = Use r =10J1 313 �I 0.8Ts = 0.8(SD1 /S = 0.424 sec. Control (exception of Section 11.6 does not apply) Is structure Regular 85 5 stories ? Yes � I Response Spectral Acc.( 0.2 sec) 6 = 1.300g 12.8.1.3 Max Ss 51.5g F. = 1.00 @ 5% Damped Design Sos = %(F..5 = 0.867g (1143) Response Modification Coef. R = 5 Table- 12.2 -1 Over Strength Factorf> = 2 g Importance factor I= foot note 1 Table 11.5-1 Seismic Base Shear V = C W C. = Sps x WI 1173 (12.8 -2) or need not to exceed, C, = SD For Ts T (12.8-3) (R/1).T N/A 1 (12.8 or C.= SD1T =0 ForT>T (12.8.4) T`(R/1) C. shall not be less than = 0.01 UR (12.8-5) Min C. = 0.5S + N/A For S a 0.6g (128-6) Use C. =0.173 Design base shear V = 0.173 W Control 12.14 Simplified Seismic base shear 2. Ordinary reinforced concrete shear walls @ 5% Damped Design Sox = 0.867 SDC = D F = 1.1 For two-story building Limitations NP V = nos(W) = 0.238 W R = 4 13.3 Seismic Demands on Nonstructural Components Fp_ O•4apSosWp(1 +2z/h) ( - 1) S as = 0.867 T- 13.5 -1 or 13.6 -1 13.1.3 Fp = 0.347 Wp (13.3 -2) (13.3 -3) (12.4.4), (12.4.5), (12.4,6), (12.4.7) 12.11.1 L &,, Poe 4 T-122 -1 1 T- 12.141 Rick Hudson CT Engineering 180 Nickerson St Suite 302 Seattle WA 98109 206 - 285 -4512 Fax 206- 285 -0618 rhudson . ctencineerin,.com Lic. # : KW- 06001345 License Owner : RICHARD HUDSON & ASS ASSOC Description : Pilaster Review for new opening i ertera or On fc : Concrete 28 day strength = E= Density R Fy - Main Rebar E - Main Rebar = Allow. Reinforcing Limits AS TM A6I5 Bars ()sad Min. Reinf. = 1.0 % Max. Reinf. = 8.0 0/0 Load Combination 2006 IBC & ASCE 7 -05 Qotiintm1 r .016040 Column Edge Coordinates.... X= 0.Oin, Y =O.Oin X= 19.Oin, Y =0.Oin X= 19.0 in, Y= 12.0 in X= 0.Oin, Y= 12.Oin Rebar Sizes & Location Bar Size X Y in in #5 #5 #5 2.313 7.104 2.313 Maximum Stress Ratio 2.313 9.688 4.771 3.0 ksi 3,122.0 ksi 145.0 pcf 0.850 60.0 ksi 29,000.0 ksi Total bars Bar Size X in # 5 2.313 # 5 7.104 # 5 16.688 Appii ds Column self weight included : 5,739.58 lbs * Dead Load Factor AXIAL LOADS.,. Axial Load at 25.0 ft, D = 9.20, LR = 16.0 k BENDING LOADS .. Lat. Uniform Load along Y -Y axis, W = 0.3670 k/ft Lat. Uniform Load from 10.0 - >25.0 ft along Y -Y axis, E = 0.4920 k/ft 0t ° 0.59013: 1 +0.90D +1.60W +1.60H Load Combination Location of max.above base At maximum location values are .. Pu cp * Pn Mu -x �Q* Mn - : Mu -y �p * Mn -y : Column Capacities... Pnmax : Nominal Max. Compressive Axial Capacity Pnmin : Nominal Min. Tension Axial Capacity cp Pn, max : Usable Compressive Axial Capacity (p Pn, min : Usable Tension Axial Capacity 12.5839 ft 13.4456 k 13.4456 k - 46.3314 k -ft 77.7335 k -ft 0.0 k -ft 0.0 k -ft Y in 795.114 k - 223.20 k 413.459 k - 145.080 k 1 9.688 2.313 4.771 Title : Dsgnr: Project Desc.: Project Notes : Code Ref : 2006 IBC, ACI 318 -05 Overall Column Height = 25.0 ft End Fixity Top & Bottom Pinned ACI Code Year ACI 318 -05 Brace condition for deflection (buckling) along columns : X -X (width) axis : Fully braced against buckling along X -X Axis Y -Y (depth) axis :Fully braced against buckling along Y -Y Axis Type of Stirrups used : Fy - Stirrups E - Stirrups Bar Size #5 #5 #5 Ties 40.0 ksi = 29,000.0 ksi Job #-- 5 Printed: 21 APR 2008 Circular Column Note: Bar distances are from column center. X y in in 16.688 9.688 11.896 9.688 2.313 7.229 Bar Size X Y in in # 5 16.688 # 5 11.896 # 5 16.688 2.000 2.313 7.229 Entered loads factored per load combinations specified by user. Maximum SERVICE Load Reactions . . Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Top along X -X 5.1660 k Bottom along X -X 4.5875 k Maximum SERVICE Load Deflections .. Along Y -Y - 0.38170 in at 12.5839 ft above base for load combination : W Only Along X -X 0.0in at 0.0 ft above base for load combination : General Section Information ... = 0.650 (3 p : % Reinforcing 1.6316 % Rebar % Ok Reinforcing Area 3.720 inA2 Concrete Area 228.0 inA2 I;: 50 0.80 Rick Hudson CT Engineering 180 Nickerson St Suite 302 Seattle WA 98109 206 - 2854512 Fax 206- 285 -0618 rhudson ',ctengineerin..com icense Owner RICHARD HUDSON & ASSOCIATES Description : Pilaster Review for new opening rnitng,Load Combination Results I:aeto base ft Load Analysis. Bending,Aialysis k -ft p l iilr x Sy* Piny tp (Muxt• p Mnx + I ny Muy/ (pMny) +1.40D + +1.60L +1.60H +1.200 +1.60Lr+0.50L + +1.60Lr+0.50L+0.80 W + +1.60S+0.80W + +1.60W +1 .20 D+0.50 L+0.505 +1.60 W +1.20D+0.50L+0.20S +E +0.90D +1.60W +1.60H +0.900+E +1.60H MA imum'Reactions . Unfit Load Combination D Only Lr+Lf Only W Only E Only D +Lr +L D +L +W +S /2 D +L +S +W /2 D +L +S +E /1.4 0.00 0.00 0.00 0.17 0.17 0.17 0.17 0.17 0.17 0.17 t ared 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 20.92 25.93 43.53 43.53 17.93 25.93 17.93 17.93 13.45 13.45 470.87 470.87 470.87 43.53 17.93 25.93 17.93 17.93 13.45 13.45 Reaction along X -X Axis @ Base @ Top 4.588 4.588 2.214 5.166 4.588 4.588 2.294 2.294 1.581 3.690 Maxlmum'Def lect i ons for Load Combinations • Unfactored.• Loa ds Load Combination Max. X -X Deflection Distance D Only Lr+Lf Only W Only E Only D +Lr +L D +L +W +S /2 D +L +S +W /2 D +L +S +E/1.4 Sltetchas 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.044 0.055 0.092 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Title : Dsgnr: Project Desc.: Project Notes : 0.00 0.00 0.00 12.58 12.58 12.58 12.58 14.43 12.58 14.43 Reaction along Y - Axis @ Base @ Top Max. Y -Y Deflection Distance 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft $el >144-s • s Cv 4 . 3 l N #5 1st Is v L n S -23.81 -23.24 -46.83 -46.49 -27.47 -46.33 -27.38 93.33 79.75 84.14 79.75 79.56 77.73 77.59 Loads Note: Only non -zero reactions are listed. Job b## r `C Printed: 21 APR 2008 y � 0.37k1f total entered value_ Arrows do not reflect absolute Ff 0.246 0.288 0.545 0.575 0.341 0.590 0.350 C T E N G I N E E R I N G Project: Client: Structural Engineers Lai Pct no-Lk. P L L C Date: Page Number: 7 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 .0 O Fog. - q 9,XI( 1?ou61+ y . L M VA , e . k . tI • • -=•' 2 pc i,5 4 . 1:in.ctr-2C ?2� =. , 19 - £S 2 ± ,1 I . • -;: SoAvco K-!I S "cI IV U P u OZ U 0; I .64 • (H,lr-2xl:ga • 1 , (cam! x q) no 1• FL .2(74 t I I.� 2 ,o r April 14, 2009 Ron Hacker La Panzanella 612 S Alaska Street Seattle, WA 98108 RE: Request for Extensions Development Permit Nos D08 -087, 239 & 297 La Panzanella Dear Mr. Hacker, Enclosed is a letter which was hand- delivered to the City of Tukwila. As you will see, while the address block is addressed to the City of Tukwila Department of Community Development Department, the addressee is not an employee of the City of Tukwila. Any permit extension request must be addressed to our Building Official, Bob Benedicto. Please be advised that all permit extension requests must be received prior to the expiration date of the permit. Consequently, the extension request for permit D08 -297 must be received prior to May 23, 2009. The two other permits included in the letter were D08 -087 and D08 -239 which both have expired as of March 16, 2009 and will not qualify for an extension. New permits, plans and fees will need to be submitted for prior to further construction or inspections on these expired permits. Once again, no action has been taken on permit D08 -297 and will not be until a properly addressed letter is received and reviewed by our Building Official. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer 1VYarshall it Technician Permit No. D08 -087, 239 & 297 P:\Pem,it Center\Extension Lctters\Denials\Pemuts\D08 -227 Permit Extension Denial.doc jem Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 El iii IN 11 11111 1111 11 I➢011 11 11 1 1 m11 1 11 11 IMM111 1 11111111111 1 1111111111101111111111111mhom11111 1111m11m1111111111111 111111111m11m11m1111111111111111m11m11m11111111111111111111111111m11m1111111111111111111111111111111111111111111111 aul Thienes City of Tukwila Department of Communit 3201 1 Ave S #209 Seattle, WA 981 evelopment ermit No. D08 -239, D08 -087, and D08-297 18475 Olympic AV S TUKW Paul, I am working with the fire department to complete a request they have: I Have met with the fire department and I am getting quotes to set our sprinkler system up to meet the fire departments requirements. We are asking for a 90 day extension so we can finish the final few items. Thank you for you consideration in this matter Ron Hacker La Panzanella LLC 425- 318 -2410 tECENED CITY OF TUKWILA APR 13 2009 PERMIT CENTEP 612 cs. gfasi'a 5/ - cSeallfe, & _9810 6'106' - 7 bone (206) 903 - 0500 - 7ax (206) 903 - 0696' - www. fa anzaneffa. corn 02 -02 -2009 DAVID KEHLE 1916 BONAIR DR SW SEATTLE WA 98116 RE: Permit No. D08 -239 18475 OLYMPIC AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this 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, 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 fmal 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 Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. 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 03/16/2009 , yoiu permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Ct.19 Bill Rambo Permit Technician xc: Permit File No. D08 -239 Ciz of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director david July 14, 2008 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. David Larson Ms. Joanna Spencer Re: La Panzanella, LLC 18475 Olympic Avenue So. D08 -239 Dear Staff, The following is a response to comment letters as follows: A. Building - David Larson 1. Egress Plan: Sheet T -1 has been revised to reflect the egress plan. The production space has two means of egress and there is no common path of travel. Emergency lighting is also shown at approximately 24' o.c. A note has been added relative to the pathway illumination requirements. (See Sheet T -1, Rev. 2) The owner has adjusted the oven location a couple of times. B. Public Works — Joanna Spencer (Separate Permit) a) Traffic Concurrency — Permit filed 7/14/08, #C08 -019 (See attached copy) b) Grease Interceptor — This will be done as a separate Public Works permit and installed prior to occupancy. c) King County Discharge — LaPazanella had discussed and will file tomorrow (See e- mails). d) Domestic Water — There is a separate RPPA permit ( #PW08 -087) Landscape — The owner has indicated that there is no landscape irrigation. 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com Mr. Dave Larson Ms. Joanna Spencer City of Tukwila Re: LaPanzanella — D08 -239 July 24, 2008 Page 2 Joanna, since your comments result in separate permits, can you release building and hold occupancy until yours are signed off? The owner would appreciate it. I trust this will answer all of the City's concerns and I look forward to receiving the permit. David Kehie DK/mt • • Enclosure: Four sets without civil package (separate permits) One copy Traffic Concurrency Application One e-mail response from King County Discharge cc: Mr. Paul Pigott 0804/citylet7 -14-08 SITE LOCATION 2 al N bi ) Kitil CITY OF TUKWILA Pubflo Works Department Permit Center 8300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 bfttriltinvw.cl.tvkMfa, wear TRAFFIC CONCUREIENCY CERTIFICATE APPLICATION Applications and plans mu :t be complete in order to be acceptedfor plat review. Application w.11 not be accepted through the mail or by Ike. **Please Print' • Site Address: • 110 - 0 14:10Kftz. AtAd ; Mailing Address: Mall Address: Qonit l.A P 4,i 'i!4/ Scope of Work (please provide detailed bsfbrmaticC: ❑ New ❑ Addition Typo orPeoposed Use: 814 PRO � )h rA� AGE 81 4Patnma• li... Il! .f�L .... —ek Print Name: r i . t• -,� � ..�. • 2., Matting Addr u '/Z 5 4.1ifepi44 i I Date Applicsdon Accepted: ( 4 1 ... ) // 5 // 0 car rneV dr.p.a rHkr u1. asr�., �•x.ota M 8690E08902 Permit No. , C F _ © 1 9 Project No. (Per ape en only) Co. Aaseasor's Tax Na: Tenant Namx L 4 . t.. ,P Property Ownm Mailing Address Suite Number Me Iten r L • Zxp OLD .41 Type of �ctsaing use: tun? 601 ij. Mu. Sire ofgTJse: . •� Is 'existing building nasal? I 4.165 _ For bavflong? 11.06 U.e_91 f CONTACT PERSON - Who do we contact whit iyour concurrent? certificate-le reedy to be iaaed Dayielmphone: Itzs 3I - Agib . 10 -. 903 .- • • pf r nsg afuse (] p.emodet ❑ Tenant Itupmvemeet • Wes ofPr :. Svhv PERMIT APPLICATION NOTES - . EbxpieatIon -The cencarreney test actor hall expire 901 sys der issuance unless the applicant submits s SIPA teethe: deautasnWiot pursuant to re ILIA If the submittal is made within 90 day% the is st nodes shall be valid far one calendar year from the date of iaustuc efts notice. Once the assodated deneiopmeet pemtit or building permit Is :0 paved, the final canwntmey canasta shall be valid for 2 years ar as long as the devmkopx poesanes a valid building permit for the dwelt; meat liztensions mix/ be:pxaatod inacerdenee ufih'1MC 9.50. Traoatbsblllty — A arrtiftx ate of amourretcy is not trait krebls to other land, but maybe trondtnred to new owners of the original Jana. A certificate of shall apply only to the specific It cad use, density, and intensity described in the application fir a development permit or building punk. I HEREBY CEICIEW "NAT I HAVE READ AND I XA]NMED THIS APPLICATION AND KNOW THE SAME TO BB MIS UNDER PENALTY OP • = ` Y 8Y : LAW5 OP TEE S'.P, STS OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY PORTHIS PERMIT. Day Telephone; c Date Appi cation B tlArea: / 6 /,4% e Data: ywS = , r - 2.q 9 f/OV lean stp Ikea Inkitig Pose loil 1V13NdZWUd d1 WUOt.: I T 8002 ST Ins F.Qn Hacker, 02:31 PM 7/15/200 0700, FW: sewer discharge From: "Ron Hacker" <ron @Iapanzanella.com> To: <dkehle @dkehlearch.com> Cc: <blaine @lapanzanella.com> Subject: FW: sewer discharge Date: Tue, 15 Jul 2008 14:31:25 -0700 X- Mailer: Microsoft Office Outlook, Build 11.0.5510 Thread - Index: AcjmpExtod4TgHrKTcy6MSP1AvpK1AAAYufgAAD6KTAABhOgAA == Here is Jim Sifford's confirmation From: Sifford, Jim [mailto:Jim.Sifford @kingcounty.gov] Sent: Tuesday, July 15, 2008 11:42 AM To: Ron Hacker Cc: blaine @lapanzanella.com Subject: RE: sewer discharge Yes, you are correct. From: Ron Hacker [mailto:ron @lapanzanella.com] Sent: Tuesday, July 15, 2008 11:11 AM To: Sifford, Jim Cc: blaine @lapanzanella.com Subject: RE: sewer discharge Jim, thank you for the e-mail Just so that am clear per our telephone conversation — This e-mail will allow us to continue on the build out of our build and La Panzanella still needs to send in an application. Is this correct? Ron Hacker 425 - 318 -2410 La Panzanella From: Sifford, Jim [ mailto :Jim.Sifford @kingcounty.gov] Sent: Tuesday, July 15, 2008 10:58 AM To: ron @lapanzanella.com Subject: sewer discharge Please insure that the installation of a grease interceptor includes a sampling tee at the outlet to the sanitary sewer. I have also included a link to our web site http : / /dnr.metrokc.gov/wlr /indwaste /forms.htm, please complete the permit application form and submit it to King County. Jim Sifford King County Industrial Waste Program 206 - 263 -3008 • e Page 1 of 1 1 . b�IN Printed for David Kehle <dkehle@dkehlearch.com> 7/15/2008 May 28, 2008 David Kehle 1916 Bonair Dr SW Seattle WA 98116 RE: CORRECTION LETTER #1 Development Application Number D08 -239 La Panzanella —18475 Olympic Av S Dear Mr. Kehle, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Dave Larson at 206 431 -7168 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 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 -3670. Sincerely, c encl ifer Marshall it Technician • File No. D08 -239 P:\Perrnit Center\Correction Letters \2008\D08 -239 Correction LIT # 1 . DOC wer Jim Haggerton, Mayor Department of Community :' evelopment Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • • Building Division Review Memo Date: May 6, 2008 Project Name: La Panzanella Permit #: D08 -239 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a means of egress plan. Refer to section 106.1.2 of the 2006 IBC. We prefer to see the means of egress depicted as a shaded path through the space connecting at least two exits when two or more exits are required. The common paths leading to the means of egress should not be shaded. The maximum distance a person can travel from a most remote point to the means of egress is per section 1014.3 IBC, 1014.4.2 IBC and 1025.8 IBC. Once a person reaches the means of egress pathway, they need to be able to travel in at least two distinct directions to an exit. The means of egress path is required to have emergency lighting along its entire length at intensity levels per section 1006.4 IBC. Please show compliance with this requirement on plans. This plan is also a good place to show placement of lighted exit signage. The width of the means of egress path shall be per section 1005.1 IBC and shall be indicated on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. I DATE: May 8, 2008 PROJECT: La PANZANELLA TI 18475 Olympic Ave S PERMIT NO: D08 - 239 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. a) Traffic Concurrency Certificate Application shall be submitted to Public Works. Form is attached. Please indicate how long this space have been vacant. b) Grease Interceptor (three compartment, double baffle) is required on all buildings where food preparation occurs, refer to City of Tukwila Detail SS -14 c) Due to nature of proposed business applicant shall obtain a King County Metro Discharge permit, contact Industrial Waste division at (206) 263 - 3008. Permit copy and/or discharge approval letter shall be submitted. d) The City has determined that the building at the above address where La Panzanella plans to move in has deficiencies on the domestic water service and landscape irrigation. * Domestic Water A reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Please submit plans for RPPA installation, specify size, manufacturer and model number. Include backflow cut sheet. • Landscape Irrigation The building has a landscape irrigation system, however, Public Works couldn't find the Double Check valve Assembly (DCVA). Please show on your site plan where the irrigation DCVA is located. Have it tested by a certified tester and submit copy of the test report to Public Works. If there is no existing DCVA, please submit plans for new DCVA installaton. Please note that a separate letter was mailed to the property owner addressing building backflow deficiencies. P:Joanna S /Comments 1 D08 -239 • • PUBLIC WORKS DEPARTMENT COMMENTS • INLET 1' 6 DIM VENT PIPES CONCRETE GROUT ALL AROUND BOTH SIDES DIM. “A" PLAN VIEW 1 SLOT BOTH SIDES 24' DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) 1. ADJUST TO GRADE SLOT 2/3 LENGTH 1/3 LENGTH OUTLET NOTES: SECTION A-A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN FORMULA: Number Of Meals x Waste Flow x Retention x Storage = Capacity Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 - .w - E`YS�C1Cjiiil +iif�i6 GF1SiifFi6lii1I35i4iSIZE iWAII WEM *WW1 E AN OMB tE'i1 1111EA1 r7 Wirj1 [SLR 0'-5" 4' -2" 5' -2" 4.4 - 4 7" -6 6'-0 6 DIM "D" 2" 7'4" 4' -7" 3' -10" 4'-9" 5'J" 4'-7" V -1" 4'-0" 5'-9" WATER DEPTH DIM "E' 3' -10" 4' -10" 4'-0" NOT TO SCALE City of GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: CC-1A CLEAR ACCESS OPENINGS 1 "B" A = : : GROUT SIDES -Al ` : ri :1 C Y E: S:!E: PRECAST ti Gc ` t . OMOER • INLET 1' 6 DIM VENT PIPES CONCRETE GROUT ALL AROUND BOTH SIDES DIM. “A" PLAN VIEW 1 SLOT BOTH SIDES 24' DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) 1. ADJUST TO GRADE SLOT 2/3 LENGTH 1/3 LENGTH OUTLET NOTES: SECTION A-A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN FORMULA: Number Of Meals x Waste Flow x Retention x Storage = Capacity Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 - .w - E`YS�C1Cjiiil +iif�i6 GF1SiifFi6lii1I35i4iSIZE iWAII WEM *WW1 E AN OMB tE'i1 1111EA1 r7 Wirj1 [SLR 0'-5" 4' -2" 5' -2" 4.4 - 4 7" -6 6'-0 6 DIM "D" 2" 7'4" 4' -7" 3' -10" 4'-9" 5'J" 4'-7" V -1" 4'-0" 5'-9" WATER DEPTH DIM "E' 3' -10" 4' -10" 4'-0" NOT TO SCALE City of GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: CC-1A DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS 3. ange in pipe diameter. t 4. int section of sewers 8 inch and larger (including side sewers). 5. inter - ction of sewer mains./ 6. every 5 0 feet on sewermains. 7. On a side .ewer 150y6r longer. B. Install a spread fo, ndati©n or other measure, when Director requires, to prevent differential -ttlement. C. Provide an outsid,dr• • connection for invert separation of 24 inches or more, measured at th manho = wall. Refer to SS -09. Inside drop connections require the Director's appr• al. Refer to SS -09. D. Fully chanyato the sewer Cr. , n. E. Install m nholes so that the inve •f the downstream manhole is at least 0.1 foot b w all incoming invert eleva ns. Channelization methods include pref ricated fiberglass /PVC channels. 8.4 GREASE INTERCEPTOR The City requires grease interceptors on all buildings where food preparation occurs and at locations determined by the Director as necessary for the proper handling of liquid wastes. Grease interceptors shall comply with Appendix H of the Uniform Plumbing Code and the following: 1. Refer to SS -14. 2. Provide a double baffle type interceptor. 3. Grease interceptor, 6" lines, and reference to related plumbing sheets 4. Size the tank per the Uniform Plumbing Code, Appendix H, and minimum 1,000 gallon capacity. For sizing, consider the meals per hour as equal to the restaurant's seating capacity. 5. Locate the vault outside the building, between 5 feet and 25 feet from the building foundation. 6. Install the interceptor so that gray water from sinks, floor drains, drains under garbage compactors, is routed through the interceptor. DO NOT route dishwashers through the grease interceptor. NOTE: Route ONLY gray water through the interceptor. 7. Every three months the Owner shall completely pump out the interceptor. Businesses that generate small amounts of grease may, with the Director's approval, pump the interceptor on a 6 -month schedule. At any time, the City may inspect the interceptor and require service that is more frequent. { Joanna Spencer - Bakery 0 From: Cyndy Knighton To: Joanna Spencer Date: 07/16/2008 6:05 pm Subject: Bakery Joanna, is this bakery a retail site or more of a commercial bakery? If they are a commercial then this isn't really a change in use. Even if they have a small store front as I imagine that the sign manufacturer did as well. If this is the case, no concurrency test, no impact fees. Cyndy PERMANENT FILE COPY COO - 0/9 POO-! Page 1 I ACTIVITY NUMBER: D08 -239 DATE: 07 -16 -08 PROJECT NAME: LA PANZANELLA SITE ADDRESS: 18475 OLYMPIC AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Di/ PU Building ivision Fire Prevention Public Works „® __ Structural u Permit Coordinator ' e • TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-1 7-08 Complete Ri Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DATE: DATE: Planning Division No further Review Required Not Applicable n DUE DATE: 08-14-08 Approved ❑ Approved with Conditions 1� Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -239 DATE: 04 -29 -08 PROJECT NAME: LA PONZONELLA SITE ADDRESS: 18475 OLYMPIC AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Comments: PLAN FREW /ROTING SLIP DEPARTMENTS: iG Bu�ing Division PM Works dmAid Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C"I Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route 17f Structural Review Required REVIEWER'S INITIALS: DUE DATE: 05 -29 -08 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 Fire Prevention Fire ❑ Ping ❑ PW DATE: Plan Division Permit Coordinator DUE DATE: 05 -01 -08 Not Applicable ❑ No further Review Required Staff Initials: n 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 VISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' 15 Plan Check/Permit Number: D08 -239 ❑ Response to Incomplete Letter # CRY IMV" LA ® Response to Correction Letter # 1 'JUL 1 6 ❑ Revision # after Permit is Issued 2008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CEN Project Name: La Panzanella Project Address: 18475 Olympic Av S Contact Person: 1 J1'4t Q O , Summary of Revision: 10 RYZ. Uri — 4-15 -I'- •• r.' "1 r ► i ri► • • Z.1f Caen Q�t19x Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number:lt 2 433-111- Sheet Number(s): "Z-(rrl "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 Old ((.f. I \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Name Role Effective Date Expiration Date MCKINSTRY, JOSEPH L Cancel Date 01/01/1980 Bond Amount MCKINSTRY, JILL M 01/01/1980 BOYNS, SHANON L 01/01/1980 MCKINSTRY, JOSEPH L AGENT 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Ro Untitled Page • Business Owner Information • Page 1 of 3 General /Specialty Contractor A business registered as a construction contractor with LEtd to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. JOSEPH MCKINSTRY CONST CO Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company JOSEPH MCKINSTRY CONST CO 2067234651 3304 BEACON AVE S SEATTLE WA 981446333 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601568017 ACTIVE JOSEPMC06503 CONSTRUCTION CONTRACTOR 9/23/1994 4/16/2010 JOSEPMC212JW GENERAL UNUSED Bond Information https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= JOSEPMC06503 07/29/2008 I. BUILDING CODE: 2. ZONING: 3. SITE AREA: 4. BUILDING AREA: BUILDING AND SITE STATISTICS 5_ CONSTRUCTION TYPE: 6. OCCUPANY GROUP: - 1_ AREA OF REMODEL: 8. PARKING: PARKING SHOWN ON SITE: TAX ID.: 188890 -0111 PROPERTY OWNER: SURVEYOR: 2006 INTERNATIONAL BLDG. CODE (IBC) CL1 51,331 5F ( 1.18 AC. ) APPROX. 21,488 SF FIRST FLOOR I, 652 SF SECOND FLOOR V -B SPRINKLERED F-I - FACTORY (FORMER MEAT PACKING) B - OFFICE (ACCESSORY USE) 8000 FACTORY 6 1/1500 FOR 21,184 5F : 18 'CARS° OFFICE a 1/1000 FOR 5,930 $ SF = 6 CARS* TOTAL READ. 24 CARS 31 STALLS (1 HC) PAUL PIGOTT C/O LA PANZANELL 4 612 O. ALASKA ST. SEATTLE, WA 95108 GEODATUi"1, INC. 1505 NUJ MALL STREET I SSAQUAH, WA 98021 (428) 831 -8083 —1. SCOPE OF WORK: REMOVE EX. NON- BEARING WALLS AND INSTALL NEW BAKING EQUIPMENT, SAW CUT FOR FLOOR DRAINS, AND INSTALL MIXING ROOM EQUIP AND NEW FINISHES. CUT IN NEW OVERHEAD DOORS IN SOUTH WALL, NSTALL OUTSIDE COMPRESSOR SLAB AND SHED. (SEE S'TRUCTUAL NO WORK IN EX. OFFICE OR MEZZANINE, NOR SITE UNDER THIS PERMIT. LEGAL DESCRIPTION THAT PORTION OF LOT 11 SOUTHCENTER SOUTH INDUSTRIAL PARK ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 91 OF PLATS, PAGES 22, 23, 24 AND 25, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 11± THENCE SOUTH 11 °23'50" WEST ALONG THE EAST LINE OF SAID LOT 11, A DISTANCE OF 19.42 FEET TO THE TRUE POINT OF BEGINNING± THENCE CONTINUING SOUTH 11 °23'80" WEST A D (STANCE OF 106.11 FEET± THENCE ALONG A CURVE TO THE RIGHT HAVING ,4 RADIUS OF 80.00 FEET, AN ARC DISTANCE 69.62 FEET THROUGH A CENTRAL ANGLE OF 19 °41 "± THENCE NORTH 88 °49 WEST A DISTANCE 215,81 FEET± THENCE NORTH 18 °31'46" WEST A D ISTANCE OF 66.01 FEET± THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 459.28 FEET, AN ARC D [STANCE OF 114.60 FEET THROUGH A CENTRAL ANGLE OF 14 °11'48 "± THENCE NORTI-I 01 °19'58" WEST A D (STANCE OF 28.00 FEETt THENCE SOUTH 18°36 ' 10" EAST A D [STANCE OF 328.25 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN COUNTY OF KING, STATE OF WASH INGTON 1 2 S78 °36' 10 "E 328.26' SEPARATE PERMIT REQUIRED FOR Mechanical LM Electrical lumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1"=20.00' NOT TO SCALE Site Plan SO. 180th VICINITY MAP RECEIVED CITY OF TUKVALA JUL 1 2008 PERMIT CENTER 1� MAR 1 6 ZOOS TED ‘ :°Iik 1 00.10 1 C • IO , oral sem \ \a SIGN. . Pier review approval is subject to VMS and omissions. Approval of construction documents does not au the violation of any adopted code or ordinance. apt of approved Feld-Copy and ue , : is ai d: Date:, 7 ' U City of Tukwila BUILDING DIVISION CID CO CDN N CORRECTION LTR # �� DOS31 w a d X x x X x 2 w } w 0 0 U- co Z 0 >- I-- U w A_ } LLB z O Q L_ Cdfs) E Cl) I--. w 0 >Z E T- OW Z T O W co f-- 7. ' a \ \Wkst -4 \Documents \CAD \2008 \0804 LA PANZENEULA \Cb'S \SD- 1.dwg, 7/14/2008 1 :28 :20 PM, Desigalet 500 MAIN.pc3 i _7, - � a ' O NON -BRG TO BE REMOVED WALLS NEW GREASE: INTErCE FTOR SE CIVIL U DOORS � i i� CUT IN NEW OVERHEAD 70'_0" ,• I T Access to Public ROW likeV LC COVE C 2 2 —a O' SILO UNDER . . d 16'— Proposed _ silo SE FE:RATE PERM N88 °4 10 - 215. „ � 0,- - o °• `. 4' C, ` 1 FIL : COP) P , ■ 40 . 205* Perm N o. 22 , , .. I. BUILDING CODE: 2. ZONING: 3. SITE AREA: 4. BUILDING AREA: BUILDING AND SITE STATISTICS 5_ CONSTRUCTION TYPE: 6. OCCUPANY GROUP: - 1_ AREA OF REMODEL: 8. PARKING: PARKING SHOWN ON SITE: TAX ID.: 188890 -0111 PROPERTY OWNER: SURVEYOR: 2006 INTERNATIONAL BLDG. CODE (IBC) CL1 51,331 5F ( 1.18 AC. ) APPROX. 21,488 SF FIRST FLOOR I, 652 SF SECOND FLOOR V -B SPRINKLERED F-I - FACTORY (FORMER MEAT PACKING) B - OFFICE (ACCESSORY USE) 8000 FACTORY 6 1/1500 FOR 21,184 5F : 18 'CARS° OFFICE a 1/1000 FOR 5,930 $ SF = 6 CARS* TOTAL READ. 24 CARS 31 STALLS (1 HC) PAUL PIGOTT C/O LA PANZANELL 4 612 O. ALASKA ST. SEATTLE, WA 95108 GEODATUi"1, INC. 1505 NUJ MALL STREET I SSAQUAH, WA 98021 (428) 831 -8083 —1. SCOPE OF WORK: REMOVE EX. NON- BEARING WALLS AND INSTALL NEW BAKING EQUIPMENT, SAW CUT FOR FLOOR DRAINS, AND INSTALL MIXING ROOM EQUIP AND NEW FINISHES. CUT IN NEW OVERHEAD DOORS IN SOUTH WALL, NSTALL OUTSIDE COMPRESSOR SLAB AND SHED. (SEE S'TRUCTUAL NO WORK IN EX. OFFICE OR MEZZANINE, NOR SITE UNDER THIS PERMIT. LEGAL DESCRIPTION THAT PORTION OF LOT 11 SOUTHCENTER SOUTH INDUSTRIAL PARK ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 91 OF PLATS, PAGES 22, 23, 24 AND 25, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 11± THENCE SOUTH 11 °23'50" WEST ALONG THE EAST LINE OF SAID LOT 11, A DISTANCE OF 19.42 FEET TO THE TRUE POINT OF BEGINNING± THENCE CONTINUING SOUTH 11 °23'80" WEST A D (STANCE OF 106.11 FEET± THENCE ALONG A CURVE TO THE RIGHT HAVING ,4 RADIUS OF 80.00 FEET, AN ARC DISTANCE 69.62 FEET THROUGH A CENTRAL ANGLE OF 19 °41 "± THENCE NORTH 88 °49 WEST A DISTANCE 215,81 FEET± THENCE NORTH 18 °31'46" WEST A D ISTANCE OF 66.01 FEET± THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 459.28 FEET, AN ARC D [STANCE OF 114.60 FEET THROUGH A CENTRAL ANGLE OF 14 °11'48 "± THENCE NORTI-I 01 °19'58" WEST A D (STANCE OF 28.00 FEETt THENCE SOUTH 18°36 ' 10" EAST A D [STANCE OF 328.25 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN COUNTY OF KING, STATE OF WASH INGTON 1 2 S78 °36' 10 "E 328.26' SEPARATE PERMIT REQUIRED FOR Mechanical LM Electrical lumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1"=20.00' NOT TO SCALE Site Plan SO. 180th VICINITY MAP RECEIVED CITY OF TUKVALA JUL 1 2008 PERMIT CENTER 1� MAR 1 6 ZOOS TED ‘ :°Iik 1 00.10 1 C • IO , oral sem \ \a SIGN. . Pier review approval is subject to VMS and omissions. Approval of construction documents does not au the violation of any adopted code or ordinance. apt of approved Feld-Copy and ue , : is ai d: Date:, 7 ' U City of Tukwila BUILDING DIVISION CID CO CDN N CORRECTION LTR # �� DOS31 w a d X x x X x 2 w } w 0 0 U- co Z 0 >- I-- U w A_ } LLB z O Q L_ Cdfs) E Cl) I--. w 0 >Z E T- OW Z T O W co f-- 7. ' a \ \Wkst -4 \Documents \CAD \2008 \0804 LA PANZENEULA \Cb'S \SD- 1.dwg, 7/14/2008 1 :28 :20 PM, Desigalet 500 MAIN.pc3 a PROVIDE PART OF 3'X7' CHAT LINK FENCE GATES WIT+ -+ PADLOCK HASP AND KA STOPS. r I L SCALE: 1/4 "= 1'--0" I L I I I I I I I L _ J COMPRESSOR PA r L L t ! LE L RIM It TRENCH DRAIN NEW 2X4 STUD WALLe 24" O.C. ON TREATED SASE PLATE, ALL WOOOD TO SE TREATED, WITH 1/2" EXT. PLYWOOD BOTH SIDES, EXTERIOR TO HAVE BUILIDNC�x FELT AND METAL SIDING PRE-FINISHED. ROOF TO BE 2X6e 24" O.C. WITH PLYWOOD SHEATHING ON TOP, SUILDINC� PAPER AND METAL SIDING WITH GUTTER ON OUTSIDE, SLOPE AWAY FROM BUILDING. COUNTER FLASH TO CONCRETE WALL. PROVIDE TREATED 3X6 LEDGER BOLT TO WALL W/ 1/2 EXP. BOLTS AT 24" O.C. AND JOIST HANGERS (SIMPSON) FOR JOISTS. TOE NAIL JOIST TO DOUBLE TOP PLATE OF WALL. PROVIDE 4X10 1•- 1EADER. ABOVE OPENING. PROVED 8' PAD f .�'l��l I R AND LIGHTS. MEANS OF EGRESS PATHWAY, MN 44" fN WIDTH WITH LIGHTING AT +/- 24' O.C. •'v 4 •v 4 CURVED CONVEYOR I7' X 19' I L EX. FAN EX. FAN 0 T O�CPM - STRAIGHT CONVEYOR 4' X 44.6n 2 :25' NEW PROPUCT'ION AND STOR. I I I I I I 1 NEW OVERHEAD DOOR W/ 6" TUBE STEEL COL. NEW 8 10' X gi" THICK CONCRETE SLAB FOR AIR COMPRESSOR. 205' NOTE: I. EMERGENCY LIGHTING FACILITIES SWALJL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE. OF I FOOT- CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT - CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 0.6. FOOT - CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT- CANDLE AT TWE END OF THE EMERGENCY LIGWTINCx TIME DURATION. A MAXIMUM -TO- MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO I SHALL NOT BE EXCEEDED. 2. EMERGANCY LIGHT FIXTURES TO HAVE BATTERY BACK UP TO TO MAINTAIN REQUIRED LIGHT LEVELS FOR A MINIMUM 90 MINUTES. 3. NE MEANS OF EGRESS, INCLUDING NE EXIT DISCHARGE, 5i -TALL AT ALL TIMES THE BUILDNG 16 OCCUPIED BE ILLUMINATED. SEE FLOOR PLANS ON SHEET T -1. 4. VERIFr THAT THERE ARE ILLUMINTED EXIT SIGNS AT ALL REGiIIREP EXITS. PATHWAY LIGHTING 4 BATTERY BACK i P INTERNAL • ILLUMINATED EXIT SIGN W/ PATHWAY LIGHTING 4 BATTERY BACKUP DOORS E : DOORS 1,2,3, : DOORS 4,5 : OVEN LINE ON OVEN 6 5' X 67.4' INTAKE a 400 CFM a OVEN L INE TWO CURRENT OVEN 6.5' X 67.4' I OVEN LINE Tk FUTURE OVEN 6.5 X 67.4' EX. PAIR OVERHEAD DOOR a I EXISTING DOORS NO CHANGE 8' -O" X 10 -O" OPEING WITH PLASTIC STRIP CURTAINS E FUTURE EX. FAN 0 360 CFM NOTES: 0 DOOR SCHEDULE ( NEW DOORS TO HAVE LEVER HANDLES) 1. MAX. 1/2" THRESHOLD NEW 9 " - X 10' - OVERHEAD DOORS WITH SEALS, SLIDE BAR LATCH, AND TOP TRACK BENT INWARD FOR STRUCTURAL TUBE., CRACKER 3'8" X 7' UCTION 8 ' 1� 1 REV 4- 15--08 REV 4- 23 -08 REV 07 -14 -08 SHEET R I I I I I I I II SCALE: 1/8 "= 1'--0" 36' TRENCH DRAIN I NEW EQUIPV I I I I 1 I I I vv IMO 0' -0" NEW SWAB OR TOPPING TO SLOPE FLOOR C 0 EXT PLAN �I DOUGH RESTING 1 I TEMP CONTROL I AND HUMIDITY I EIEJ J 24'- NEW ROOM SCHEDULE ( ESE = EGGSHELL ENAMEL, SGE = SEMI -GLOSS ENAMEL) ROOMS 1,4 : FLOOR - EX. CONCRETE, CLEAN RE- RESEAL BASE - NONE WALLS - PAINTED ( CONC AND GYP. BD.) (ESE) CEILING - EXPOSED CONST. ADD WHITE VINYL FS 25 FACING ROOMS 2,3, FLOOR - NEW SLOPED FLOOR W/ EPDXY BASE - NEW COVED EPDXY WALLS - EX. GYP. BD. ADD GLASBORD FULL HEIGHT CEILING -- EX. GYP BD. ADD GLASBORD NEW STORAGE FT] I SINK RECEIVED CITY OF TUKIMLA JUL 16 ARM PERMIT CENTER 111 IMME =1 271•31• =SIM 0 W 0 a m z a a w IY w 0 O 1- m N co N , 4 CO a N , 4 co Q N Cn w z > z E (f) IL' Q Z OJ W CO 1 co z CO Q O < Qy W 0_ Li 1 -- in m A cri c0 co In CD in NI" N 00 N N Q 0 II a � LCD co \ \Wkst -4 \Documents \CAD \2008 \0804 LA PANZENELLA \CD'S \T- 1.dwg, 7/15/2008 4:25:35 PM, Design]et 500 MAIN.pc3 UP 20 Ex. WOOD 61-1.10F I % I 1 r I I I 1 1 1 I I r I 1 I I r vv 8 -2 I I I I I I I I L J — 7 I I I I I I I I 24 -7 h REMOVE EX. NONI -B15G WALLS, DOORS, ETC. AND F'ATC1 -1 AND REPAIR CEILING AND FLOOR. SAW GUT FOR NEW TRENCW DRAINS AND TIE TO Ex. SANITARY SEWER LINE, YERfFY LOCATION 24 -7 EX. A55EMBLIT 24 --- 1 REMOVE EX. ASPI -14, NEW GONG. COMPRE SLAB 1 It T FOR 5OR SAW CUT FOR NEW OvER1 -1EAD DOORS 18' -6 "x10' ■ 225 4 -7 Ex. LAYOUT 205 H SAW OUT FOR. NEW TRENCH DRAINS AND T E TO EX. SANITARY 5EWFR LfNE, VERIFY LOCATION Ex. PAIR OYERNEAD POOR 24 - Ex. MEZZ. LINE ABOVE 4 -7 1 1 SCALE: 1/8 " -1' -0" REV 4-15-08 REV 4- 23-08 REMOVE EX. PORTIONS OF WALL FOR NEW 8' X 1 11 OPENINGS - r 7 r I It I I I I L I v Ex. STAIR I I 1 1 I I 1 1 I I I 1 I I I I I 4 -7 vv DEMO FLOOR PLAN REMOVE EX. SLAB FIOR NEW SLOPED FLOORS AND PLUMBING – 1 I I I I I I I 1 L�J Ex. STAIR L -� EX. STOR. ❑ ex. fnEx. EX. OFFICE Ex. OFFICE Ex. STOR. \ / \ / \ / / 11 I E T . / \ U / \ / ▪ \. / \ 24 -9 EX. STOR. EX. ENTRY EX. OFFICE EX. OFFICE / MA elo CSO 1 J 1 S 2009 = = 1E11.11 = RECEIVED CITY OF TUKWILA JUL 16 2008 PERMIT CENTER Li 0 a 2 0 4- Q u EL LU 0 0 , a w 0 z 0 � CO COCO VD CD N 00 17,4 n67 a aN w A cr=n1 \ \Wkst -4 \Documents \CAD \2008 \0804 LA PANZENELLA \CD'S \T- 1.dwg, 7/15/2008 4:26:53 PM, DesigNet 500 MAIN.pc3 STRUCTURAL NOTES 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555. 01100: CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE. 01200: DESIGN LOADS ROOF LIVE LOADS ROOF (SNOW) 25 PSF WIND DESIGN DATA: BASIC WIND SPEED: GUST) WIND IMPORTANCE FACTOR: WIND EXPOSURE: TOPOGRAPHIC FACTOR INTERNAL PRESSURE COEFFICIENT: EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: SPECTRAL RESPONSE ACCELERATIONS: 0.442 SITE CLASS: SPECTRAL RESPONSE COEFFICIENTS 0.459 SEISMIC DESIGN CATEGORY: CATEGORY D 01300: GEOTECHNICAL INFORMATION ASSUME SOIL BEARING 1500 PSF.EXTERIOR FOOTINGS 85 MPH (3 SECOND Iw =1.0 EXPOSURE B Kt =1.0 GCp1 = +/- 0.18 le = 1.0 5e = 1.3 S1 SITE CLASS D SDS = 0..867 SD1 = SEISMIC DESIGN 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED FOR STRUCTURAL STEEL. 01400: SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED BELOW. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1704.2.2. PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. 01704: WELDING INSPECTOR TO VERIFY THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS PRIOR TO THE START OF THE WORK. PERFORM PERIODIC INSPECTION DURING WORK AND VISUAL INSPECTIONS OF ALL WELDS. CONTINUOS INSPECTIONS REQUIRED FOR COMPLETE AND PARTIAL PENETRATION GROOVE WELDS, MULTI PASS FILLET WELDS AND SINGLE -PASS FILLETS WELDS GREATER THAN 5/16 ". 05120: STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "AISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL W SHAPES S, M, AND C SHAPES STEEL ANGLES PLATE MATERIAL STRUCTURAL PIPE STRUCTURAL TUBE HEADED STUDS WELDING ELECTRODES HIGH STRENGTH BOLTS TIGHT) ANCHOR BOLTS WOOD CONNECTION BOLTS ASTM A-992 Fy = 50 KS ASTM A--.36 Fy = 36 KS ASTM A-36 Fy = 36 KS ASTM A-36 ... Fy = 36 KS ASTM A-53 GRADE B Fy = 35 KS ASTM A-500 GRADE B Fy *= 46 KS ASTM A -108 E70 XX ASTM A-325N BEARING TYPE (SNUG ASTM A-307 OR ASTM A-36 ASTM A-307 ALL WELDING SHALL CONFORM TO THE AWS D1 -1 "STRUCTURAL WELDING CODE ". ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AFRICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SHALL BE VISUALLY INSPECTED. WELDS NOT NOTED TO BE 3/16" FILLET. 0 0 a e O 0 00 [ I; (E) SLAB Womb/lop 24' -7" 0 24'-7" 23'-0' : 18' O — I I I LJ 1- PEW 01'81 24' -7" D I' -1' 2/510 24' -7" 225' -0" WALL Packinging 205'-O" 0 24' -7" D Drafting 24' -7" 3/16 T L 510 (E) C NC. WALL PA1'E. 24' -7" Stg cC I 7 LJ Office Office Entry I Office J Office (E) W4LI. PANEL PLAN SCALE: 3/4' • I' - 0' X 51 SECTION s1.m SCALE: 3/4' • I' - 0' 24' -9" T86X6 I. 4X4X 1/4X 0' -4' TOP 180TTO41 IW 3/4' DIA SIMPSON STRONG BOLT WEDGE ANCHOR EMBED 4 DR' TS6X6X1/4 1. 4X4XI/4X0-4' TOP 4 BOTTOM UV 3/4' DIA SIMPSON STRONG BOLT WEDGE ANCHOR 813ED 4 IR' NEW D144LIST FAN N2 x 20,WOOD SCREW 24'00 3" 97 LAG SCREAM + 24'OC FI ETR4TE BEAM ' BELOW 4' MN 3/16 aff FACE CF PANEL (E) FALL PAM. � 4 1 SECTION � si.m DtlnTNG 4X14 + 5' OC 8/SW SCALE: 3/4' • 1' - 0' SCALE: NTS SEE MECHANICAL PLAN FOR UNIT LOCATIONS PARTIAL FRAMING PLAN NEW DXALUST FAN WIT14 an B0' MAX NEW 4X6 AT SIDE 11VLUS46 FIRMER TS 6)06 FLUBN ON NSIDE FACE I.3X3X1/4X -4' W/ (2)3/8' DIA EPO)CI ANCHORS EMBED 414' 2x STS HEAD OFF IW4x6 TS6X6 I. 4 X 4 X1/4 X 0s-4' TOP I BOTTOM IW 3/4' DI A SIMPSON STRO 1 BOLT WEDGE ANCI4OR EMBED 41/2' 1,1 EXISTING F( i1 18' OC N2 TIM SCREW • 18 • WIT TO CURB CURB BY MECH. CONTRACTOR 4x P.T. SLEEPER RIFPED TO LEVE]. WIT 4X61WLU646 Des - 39 1451VJEREAEND MAR 16 2009 RECEIVED CITY OF TUKWIlA JUL 16 •UIJh PERMIT CENTER 0 N 0 z 0 U) z 0 rn i 0 N 0 0 m 0 Ci) a w S1.0 VERY EXISTIM PILASTER 6 WA SPACES 3/810 MS; w w Aq ■ \ Te6:c6xv: y 1.0 6/81,0 6/810 fT86X6 .. - = 1NG 9' -3' CL CF 6X6 TS STRUCTURAL NOTES 01000: GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555. 01100: CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE. 01200: DESIGN LOADS ROOF LIVE LOADS ROOF (SNOW) 25 PSF WIND DESIGN DATA: BASIC WIND SPEED: GUST) WIND IMPORTANCE FACTOR: WIND EXPOSURE: TOPOGRAPHIC FACTOR INTERNAL PRESSURE COEFFICIENT: EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: SPECTRAL RESPONSE ACCELERATIONS: 0.442 SITE CLASS: SPECTRAL RESPONSE COEFFICIENTS 0.459 SEISMIC DESIGN CATEGORY: CATEGORY D 01300: GEOTECHNICAL INFORMATION ASSUME SOIL BEARING 1500 PSF.EXTERIOR FOOTINGS 85 MPH (3 SECOND Iw =1.0 EXPOSURE B Kt =1.0 GCp1 = +/- 0.18 le = 1.0 5e = 1.3 S1 SITE CLASS D SDS = 0..867 SD1 = SEISMIC DESIGN 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED FOR STRUCTURAL STEEL. 01400: SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED BELOW. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1704.2.2. PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. 01704: WELDING INSPECTOR TO VERIFY THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS PRIOR TO THE START OF THE WORK. PERFORM PERIODIC INSPECTION DURING WORK AND VISUAL INSPECTIONS OF ALL WELDS. CONTINUOS INSPECTIONS REQUIRED FOR COMPLETE AND PARTIAL PENETRATION GROOVE WELDS, MULTI PASS FILLET WELDS AND SINGLE -PASS FILLETS WELDS GREATER THAN 5/16 ". 05120: STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "AISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL W SHAPES S, M, AND C SHAPES STEEL ANGLES PLATE MATERIAL STRUCTURAL PIPE STRUCTURAL TUBE HEADED STUDS WELDING ELECTRODES HIGH STRENGTH BOLTS TIGHT) ANCHOR BOLTS WOOD CONNECTION BOLTS ASTM A-992 Fy = 50 KS ASTM A--.36 Fy = 36 KS ASTM A-36 Fy = 36 KS ASTM A-36 ... Fy = 36 KS ASTM A-53 GRADE B Fy = 35 KS ASTM A-500 GRADE B Fy *= 46 KS ASTM A -108 E70 XX ASTM A-325N BEARING TYPE (SNUG ASTM A-307 OR ASTM A-36 ASTM A-307 ALL WELDING SHALL CONFORM TO THE AWS D1 -1 "STRUCTURAL WELDING CODE ". ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AFRICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SHALL BE VISUALLY INSPECTED. WELDS NOT NOTED TO BE 3/16" FILLET. 0 0 a e O 0 00 [ I; (E) SLAB Womb/lop 24' -7" 0 24'-7" 23'-0' : 18' O — I I I LJ 1- PEW 01'81 24' -7" D I' -1' 2/510 24' -7" 225' -0" WALL Packinging 205'-O" 0 24' -7" D Drafting 24' -7" 3/16 T L 510 (E) C NC. WALL PA1'E. 24' -7" Stg cC I 7 LJ Office Office Entry I Office J Office (E) W4LI. PANEL PLAN SCALE: 3/4' • I' - 0' X 51 SECTION s1.m SCALE: 3/4' • I' - 0' 24' -9" T86X6 I. 4X4X 1/4X 0' -4' TOP 180TTO41 IW 3/4' DIA SIMPSON STRONG BOLT WEDGE ANCHOR EMBED 4 DR' TS6X6X1/4 1. 4X4XI/4X0-4' TOP 4 BOTTOM UV 3/4' DIA SIMPSON STRONG BOLT WEDGE ANCHOR 813ED 4 IR' NEW D144LIST FAN N2 x 20,WOOD SCREW 24'00 3" 97 LAG SCREAM + 24'OC FI ETR4TE BEAM ' BELOW 4' MN 3/16 aff FACE CF PANEL (E) FALL PAM. � 4 1 SECTION � si.m DtlnTNG 4X14 + 5' OC 8/SW SCALE: 3/4' • 1' - 0' SCALE: NTS SEE MECHANICAL PLAN FOR UNIT LOCATIONS PARTIAL FRAMING PLAN NEW DXALUST FAN WIT14 an B0' MAX NEW 4X6 AT SIDE 11VLUS46 FIRMER TS 6)06 FLUBN ON NSIDE FACE I.3X3X1/4X -4' W/ (2)3/8' DIA EPO)CI ANCHORS EMBED 414' 2x STS HEAD OFF IW4x6 TS6X6 I. 4 X 4 X1/4 X 0s-4' TOP I BOTTOM IW 3/4' DI A SIMPSON STRO 1 BOLT WEDGE ANCI4OR EMBED 41/2' 1,1 EXISTING F( i1 18' OC N2 TIM SCREW • 18 • WIT TO CURB CURB BY MECH. CONTRACTOR 4x P.T. SLEEPER RIFPED TO LEVE]. WIT 4X61WLU646 Des - 39 1451VJEREAEND MAR 16 2009 RECEIVED CITY OF TUKWIlA JUL 16 •UIJh PERMIT CENTER 0 N 0 z 0 U) z 0 rn i 0 N 0 0 m 0 Ci) a w S1.0