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Permit D12-353 - SAHALE SNACKS - TENANT IMPROVEMENT
SAHALE SNACKS 3411 S 120 PL D12-353 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Project Name: SAHALE SNACKS DEVELOPMENT PERMIT Permit Number: D12-353 Issue Date: 01/11/2013 Permit Expires On: 07/10/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Contact Person: Name: SARAH DEVLIN Address: 2505 THIRD AV, STE 324 , SEATTLE WA 98121 Contractor: Name: NORTHWAY CONSTRUCTION INC Address: 1433 VALENTINE AV SE , PACIFIC WA 98047 Contractor License No: NORTHCI905CQ Lender: Name: Address: Phone: 206 720 -7001 Phone: 253 - 753 -8100 Expiration Date: 02/18/2014 DESCRIPTION OF WORK: TENANT IMPROVEMENT EXISTING OF ADDITIONAL MANUFACTURING SPACE AND NEW FIRE WALL CONSTRUCTION TO MAXIMIZE ALLOWABLE AREAS IN EXISTING WAREHOUSE. Value of Construction: $550,000.00 Fees Collected: $8,456.30 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0010 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -353 Printed: 01 -11 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be complie N The granting of t construction or to this permit. Signature: Print Name: Date: (9[ l) k ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. s permit does not pre • ume to give authority to violate or cancel the provisions of any other state or local laws regulating e performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached LA 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. Date: PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, doc: IBC -7/10 D12 -353 Printed: 01 -11 -2013 shall employ a special inspection agency otify the Building Official of the appointmeiallilior to the first building inspection. The special inspector 1 furnish inspection reports to the Building elliRal in a timely manner. 8: 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. 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 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. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: 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) 23: 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) 24: 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) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that doc: IBC -7/10 D12 -353 Printed: 01 -11 -2013 indicates the month and year that the inspecti as performed and shall identify the compan r person performing the service. Every six years stored pressure exti hers shall be emptied and subjected to the icable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not ac omplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: 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) 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 31: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 32: 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) 33: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 34: 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) 35: 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) 36: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 37: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 38: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. 39: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 40: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. doc: IBC -7/10 D12-353 Printed: 01 -11 -2013 42: All electrical work and equipment shalinform strictly to the standards of the Nationctrical Code. (NFPA 70) 43: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 44: 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. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -353 Printed: 01 -11 -2013 CITY OF TUKLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tulcwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 1023049069 Site Address: 3411 SOUTH 120TH PLACE Tenant Name: SAHALE SNACKS Suite Number: 100 Floor: Property Owners Name: SABEY CORPORATION New Tenant: ❑ Yes ..No Mailing Address: 12201 TUKWILA INTERNATIONAL BLVD., 4TH FLR SEATTLE, WA city State 98168 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: SARAH DEVLIN / CRAFT ARCHITECTS Mailing Address: 2505 THIRD AVE, SUITE 324 E -Mail Address: SARAH @CRAFTARCHITECTS.COM Day Telephone: (206) 720 -7001 SEATTLE, WA City State Fax Number: (206) 720 -2949 98121 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) �- 0113l(ic Company Name: NORTHWAY CONSTRUCTION Mailing Address: 1433 VALENTINE AVE. SE, #102 Contact Person: KYLE FRY E -Mail Address: KYLE @NORTHWAYINC.COM Contractor Registration Number: PACIFIC, WA City Day Telephone: Fax Number: Expiration Date: State 98047 Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: CRAFT ARCHITECTS / KATHY CRAFT -REICH Mailing Address: 2505 THIRD AVE, SUITE 324 SEATTLE, WA 98121 Contact Person: SARAH DEVLIN / CRAFT ARCHITECTS E -Mail Address: SARAH @CRAFTARCHITECTS.COM City State Day Telephone: (206) 720 -7001 Fax Number: (206) 720 -2949 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applicat ions \Forms- Applications On Line\2010 Applications \7-2010 - Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATIGID 206 -431 -3670 • Valuation of Project (contractor's bid price): $ V70) ) 004 • 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): TENANT IMPROVEMENT CONSISTING OF: ADDITIONAL MANUFACTING SPACE, NEW FIRE WALL CONSTURCTION TO MAXIMIZE ALLOWABLE AREAS IN EXISTING WAREHOUSE BUILDING. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? m Yes ❑ No If "yes ", explain: CONVERTED FROM S TO F -1 FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la` Floor 60,785 31,080 I I I B F -1, S 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? m Yes ❑ No If "yes ", explain: CONVERTED FROM S TO F -1 FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application IDate Application Accepted: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Slt- Print Name: SARAH DEVLIN / CRAFT ARCHITECTS Date: �d131 �o1Z Day Telephone: 206- 720 -7001 Mailing Address: 2505 THIRD AVE, SUITE 324, SEATTLE WA 98121 IttoIIIi_ City Date Application Expires: 0 sI 01 [ ( 5 State Zip Staff Initials: ��_ H:\Applicauons\Ponns- Apphcauons On Lane\2010 Applications \7 -2010 - Permit Applicauon.dac Revised: 7 -2010 bh Page 6 of 6 wq� 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D12 -353 Status: ISSUED Applied Date: 11/01/2012 Issue Date: 01/11/2013 Receipt No.: R13 -02268 Payment Amount: $63.00 Initials: LAW Payment Date: 08/01/2013 12:30 PM User ID: 1632 Balance: $0.00 Payee: NORTHWAY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 411092 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 rrnr.. Racaint -OR Printpri• OR -01 -9013 • 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D12 -353 Status: ISSUED Applied Date: 11/01/2012 Issue Date: 01/11/2013 Receipt No.: R13 -01851 Payment Amount: $63.00 Initials: WER Payment Date: 06/11/2013 10:31 AM User ID: 1655 Balance: $0.00 Payee: FRANK CLARY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 211113 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 06 -11 -2013 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D12 -353 Status: ISSUED Applied Date: 11/01/2012 Issue Date: 01/11/2013 Receipt No.: R13 -01843 Payment Amount: $378.00 Initials: JEM Payment Date: 06/07/2013 12:50 PM User ID: 1165 Balance: $0.00 Payee: KYLE R FRY, NORTHWAY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 417005 ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 378.00 Total: $378.00 doc: Receint -06 Printed: 06 -07 -2013 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D12 -353 Status: ISSUED Applied Date: 11/01/2012 Issue Date: 01/11/2013 Receipt No.: R13 -01608 Payment Amount: $63.00 Initials: WER Payment Date: 05/13/2013 11:41 AM User ID: 1655 Balance: $0.00 Payee: FRANK CLARY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 313104 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 05 -13 -2013 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D12 -353 Status: ISSUED Applied Date: 11/01/2012 Issue Date: 01/11/2013 Receipt No.: R13 -01244 Initials: TLS User ID: 1670 Payment Amount: $63.00 Payment Date: 04/08/2013 12:44 PM Balance: $0.00 Payee: FRANK CLARY - NORTHWAY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 418034 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 05 -03 -2013 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.TukwilaWA.gov RECEIPT Parcel No.: 1023049069 Permit Number: D12 -353 Address: 3411 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 11/01/2012 Applicant: SAHALE SNACKS Issue Date: Receipt No.: R13 -00240 Initials: JEM User ID: 1165 Payment Amount: $5,126.80 Payment Date: 01/11/2013 12:15 PM Balance: $0.00 Payee: SAHALE SNACKS INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 27379 5,126.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $5,126.80 5,122.30 4.50 rinn• Rarainf -OR PrintArl• M_11 -2f113 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.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D12 -353 Status: PENDING Applied Date: 11/01/2012 Issue Date: Receipt No.: R12 -03020 Payment Amount: $3,329.50 Initials: JEM Payment Date: 11/01/2012 12:26 PM User ID: 1165 Balance: $5,126.80 Payee: CRAFT ARCHITECTS, PLLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 005761 3,329.50 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 3,329.50 Total: $3,329.50 rinr.• RArAint -nR Printari• 11- n1 -7n12 8 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. • .,i br2 -353 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: S a 1--1 ALE. •S t J AC1<c Type of ins ection: k i n . k,,,,,A sLtSP&D4t ce iLuJ(a 6, L itaixicl Ali) Ai ! I &J4 ILATtOA/ A ike 1J 4 .1i11FT o rr I o-Ka r Address: 3WIt s la° ?L.-- Date Called: sA-i I Shoe Of 10.-1 I fr iie 5.P rA40, P von i-f r c (- m ev i L'v Special Instructions: Date Wanted: 2 - 13 -6E't ): N 1 t aSU l iti-V t9•n1 --I o ite OmAV 62ci p.m. Requester: r11 r+ 0 efYiet0 1441 !Ft) &A Phone No (71-5 S-2-40(0-5 05_5 Approved per applicable codes. 1__..J Corrections required prior to approval. 5 COMMENTS: - AP�2oe.#� k,,,,,A sLtSP&D4t ce iLuJ(a 6, L itaixicl Ali) Ai ! I &J4 ILATtOA/ A ike 1J 4 .1i11FT o rr I o-Ka r PLOT orb f5e., der-wi P ( Th U t 1Z `I h, c Peun ri, sA-i I Shoe Of 10.-1 I fr iie 5.P rA40, P von i-f r c (- m ev i L'v -D1 t C, ini t k 1)eti I i 11% % h i h irr FI4U-- Cttltl / 1i, rn A oAa,, etveicl¢krq ( t 9 IA4 HA/ c) ifly -6E't ): N 1 t aSU l iti-V t9•n1 --I o ite OmAV 62ci 2-01/4.311 R tC c't9t rrC% 4 - r11 r+ 0 efYiet0 1441 !Ft) &A Da —1,3 EINSPECTION FEE EQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIO NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431 -3670 le- Permit Inspection Request Line (206) 431 -2451 Project: . ifl im.t p .s,u 4 c. k..I Type of Inspection: .. L._• (v f , 46 Ad res : '' / / rto p L Date Called: I Special Instructions: Date Wante d:/r t 3 13 p.m. Requester: Phone S3 _mco_S0Ss' Approved per applicable codes. Corrections required prior to approval. COMMENTS: lInsp tor: (Date: _.(3 . (3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. --44C)P INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Di - 3513 Project; - .i.... r i AA...tit Type of Inspection: 1 r Add�ress�: I( / 7-6 A oat ailed: 44 JA 6 Acc ,5- i'P_ �.,c.1. 6T.5 c9., /1.r/ .. L- Special Instructions: Date Wanted: Lp - i Z - /3 -p.m.. Requester: t r xL /,l •/1. ik ; n`f -- A PC' rP ;,g (. G t ._; A .-- i e lt('r Ec___1.14.11_,:a ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p(4 1 _SQu nTOJJ eY /' -r/)r 67 Acc ,5- i'P_ �.,c.1. 6T.5 c9., /1.r/ .. L- J %:... •-I-v o G.J i (a ' /\J Coo 11 t r xL /,l •/1. ik ; n`f -- A PC' rP ;,g (. G t ._; A .-- i e lt('r Ec___1.14.11_,:a Jr. e_po 1l Insp ctor: IDate:L u / I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431 -2451 NID DJ2352, Pro ect: ci1A1 ti V s N AC`)4 Type of Inspection:. & (i,Af-R4D6tapq tiroti~ ►zv t. Address: 3L4 r t 5 tan Pt....- Date Called: Special Instructions: Date Wanted: j ` Requester: Phone No: I pApproved per applicable codes. Iorrections required prior to approval. /n COMMENTS: / (I) &1/ 1 Pt/554 LE (A) 3— L4 %- / c. A/C� LCk_hY.rei -/ . � I s. r nspecto IGO:05 Dap J3 71 SPECTION FEE REQI RED. Prior next inspection, fee must be Oat at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. • • off •\ ; INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ‘19_, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 [4)12 -35 j Proj t: P' h A tf t\,) 1A-Q ie-S Typgof Inspection: l ft \pv/ it 1 ti 0 (PlidC )v Ad re s: �1I' 5 '10 PL Date Called: Special Instructions: Q0,..)Ne.R S© t) i c2V- c \Ile A O Date Wanted: . Requester: Phone No: JApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: ? il , 1:)b ,JO -T ocloiiP1 Zv '22- i20 -i`ik � Tt,NDoQAe O46- 1,►P�ikick/ - lA,�D41,/Pi 36Cj.y I -c-C-/ VPMa• ),..j( to 2 5 la Q0,..)Ne.R S© t) i c2V- c \Ile A O 00 g-t-f u itA t ---co / i;. . _ t-22 - 12 0 ttor: ...-JAAA, he- INSPECTION FEE ' EQUIRED. Priot to next inspection. fee must be aid at 6300 Southcen er Blvd.. Suite 00. Call to schedule reinspection. Dated ., 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 izs (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: SE N Po- e SIQ AOR.S Type of Inspection: pEE - 7,■J•1 / ?i-377 )) 7 0 % fei i .Q'', /,.S' ,/ .c° /� Address: 11-1/1 5 12 C) `- Date Called: — Special Instructions: �` .. Si 7)p k f S i/?/ ,/�L'Gv4/ — hlf.f,G Date Wanted:. ( -7 -I-j (amt.- I"' Requester: Phone No: _ %53 -Z -545 Inspec : ,,,-%-.t, 7.1>is■ti,:fe„4 Jai ElApproved per applicable codes. 1/ Corrections required prior to approval. COMMENTS: 6) _5 /JO P ecillz5d (1,q,eZ s -Pk\-6-// DE .4) ✓ p le /A ?/,-rt op S / ?i-377 )) 7 0 % fei i .Q'', /,.S' ,/ .c° /� P ?).0S; e )/ 6 i4-A./ -II) r' 004-iG�vSa e' s --7` - i ?(/ d /./71 A co Ai -lC%y ,,e7tA 4ti/ /P,;,R, 477 / - ,�f- , L st?rf ii A/ - ,, -- v 1 v- -'emu, r /6_R4 -4-17.�Z.NiA0 - '/11, ,4 //:fr(3,fi,.,J .) r_ •re' i= ,,u yi / - 0 / v ,o 642-/-2c/- x 4 �` .. Si 7)p k f S i/?/ ,/�L'Gv4/ — hlf.f,G 1 Inspec : ,,,-%-.t, 7.1>is■ti,:fe„4 Jai Date: ei , 2- /75 INSPECTION FEE RQUIRED. Prior to next inspection, fee must.be paid at 6300 Southcen er Blvd.. Suite 100. Call to schedule reinspection. a. INSPECTION RECORD �" Retain a copy with permit I Z - INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1_. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Sc h A t e G Ni ike iC S Type of Inspection: - e rti 1c2. 6,A- -kt L' i ly -t, v C� Address: -1-1 II S t zo ?L- Date Called: Special Instructions: Date Wanted:. (— &— 13 • a.m. Requester: Phone No: • ElApproved per applicable codes. EiCorrections required prior to approval. COMMENTS: t l' , c-.11-1 I i --1 11V0-19- 6N-rt. , c.; `A) • CD-1, r i (` j .( 1 -1C 'a-1 Ai k° vvi 5? " iCb s/A )10 sp - ctor AV.% 1-1(.4 • SPECTION FEE RE UIRED. Prior o next inspection, fee must be id at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 \ .,(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 5 e /44 LE 54,/,1 e eS Type of Inspection: /- 04441,..J(o— iAtszi/ Address: 34// S /2vPL -- Date Called: ,ji.9.f/2 A 4 erf llli /S i h?,- , Special Instructions: Date Wanted: S -3/— i3 Requester: . Phone No: a S? -246— SO S Approved per applicable codes. ECorrections required prior to approval. COMMENTS: / ?/'7''1 - /— ,n,i 1 / iv' G_ t7,ve,hervoki i f9 ii ,.346-1. ___,t/s, /w.- /h ,c)rgo_seel ,ji.9.f/2 A 4 erf llli /S i h?,- , Ai) 1 17 Ts e -7?)Ae --,/,,,,liec /.5rmak--, 1- -Y-47 -- h,: / r Ut/PA' lir I Date: — • 47) SIL ri SPECTION FEE RE t UIRED. Prior t, next inspection. fee must be • . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2.-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 b7-353 Project: S� A RtL , Slvr‘C KS Type of Inspection: (- CI A o NJ U al/PYLi 2A it /W, i 0 62/PP : Address: 3811 s DC) Pi- Date Called: .2 iroi .z e . / Mt' /zvd.ev9 ciVeg - rd? Special Instructions: Date Wanted:. 5 - 1 L-1- (1 a.m1 p. • Requester: Phone No: 6 3 - WG0- 5.0 . Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: 7j /4A/65?' I :-) L E ) . G4 S - ittTT• . al/PYLi 2A it /W, i 0 62/PP : • I-MAI&JJL r Q 5 VA, / ,-c ,2 d. .2 iroi .z e . / Mt' /zvd.ev9 ciVeg - rd? 'fv 5z /Mod Al- fie).tykkiv/es- , .. Td 1' /9/1 Ai,- fi mv /A49 / byaf 'a/ -'z fiA44/ /e 4/ /fri. r • , s 1:14/tAiti: CA.JCAtl RIF-(NSPECTION FEE REQUIRED. Prio to next inspection, fee must be . pSid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D12-353 Jr Pro Type of Inspe n. Address , 3�f !i )7,6 P�.. Date Called: Special Instructions: Date Wanted:. m., " ® —r3 p.m. Requester: Phone Ns: 2 3 244 -BOSS �Approved per applicable codes. DCorrections required prior to approval. COMMENTS: p ) ha ,/ ,fifftivg J1ti ate: 3. REI ' ECTION FEE REQUIRED Prior to nex inspection, fee must be y..... d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. InCfpof. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit is - 35-3 PERMIT NUMBERS p- CITY -OF TUKWILA .FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 11)rojec.f: ilifr is_e_. 5.N deve,frs . Ty- / IInnspe i : ' Id i4-C___ Address: . Suite #: 3`1,,,�fy i Pi Contact Person: Occupancy Type: Special Instr l ?ions: Phone No.: El-kproved per applicable codes. Corrections required prior to approval. COMMENTS: - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: .. Pre -Fire: Permits: Occupancy Type: Inspector: Date: 61c 21/ Hrs.: `,-1 Sc)_.. n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. If Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit S.-3 r3— r- /D3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: P 1--e-- Saurc5 Type of inspection: -PA Address: 3 q l' Suite #: lop s 1 a of P i Contact Person: Special Insti'u�ctions: 1 Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: ymx Ls -rn % Fri Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r-2-y .-0., Date: 0 z/ /j Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from r the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company.Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 r{ VG :o- 3 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER • /3 - ci- M 13- 0S‘ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: S e A'A 4 � S;1 4c .._c-' 814 .. 3 Type of Inspection: r /e _ -- :',,J, - . Address: 3,10 S 4e Suite #: p/ i'/UD Contact Person: Special Instructions: . r Phone No.: Approved per applicable codes. Corrections required prior to approval. • •.d ..r COMMENTS: - J. Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: P4 -6) 4 D 0 ikii S arvs Mn r d,2 i_-:.-, s 2e, Rofi /our ("u.) p/4/t/s f't n &/4C.- c - .. . _ .. . 0 42,041 " c ✓cam /I c) h i-- . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' S -.)--- Date: c6/)2 Hrs.: C ik.„, � ' rl $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 7 2- INSPECTION NUMBER IN PECTION RECORD L71? 353 Retain a copy with permit /T-- S- 0 KS- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206= 575=4407 Project: 5AhPr I e- - SN -es Type of Inspection: 5-4 (NA (--- Address: 3 q) 1 Suite #: 5 0-6 pi Contact Person: Special Instructions: Phone No.: - Approved per applicable codes. Corrections required prior to approval. COMMENTS: T SGT A ? _ v le-- • Needs Shift Inspection: _- Sprinklers: . Fire Alarm: • Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: f _- Date: (..)/7I/3 Hrs.: ) 4",,, c-- $10,0.00 REINSPECTION FEE REQUIRED: You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • • • •u • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit fr2 -353 3 -S -CAS- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila; Wa. 98188 _ _ _ 206 -575 -4407 Projc, S,, a G Ls 3 Type of Inspection: J e re Address: I ?/ Suite #: 3y // S/Ze�,�, it stiiiLe IOd Conlact Person: Monitor: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5710 nkPrS - c[.) goat %��1. Needs Shift Inspection: Sprinklers: Fire Alarm:. Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: Inspector: 4T S' 7 0 Date: Wick 3 Hrs.: 4 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: tt „ci L Snacks- 3 Type of I //nspection, f:r ®� spetob/rre! %,441 Fire Alarm: Hood & Duct: Address: Suite #: Till 3 /iO1h Pl. Soh kv Contact Person: Permits: Occupancy Type: Special Instructions: Phone No.: • /k/..r., Approved per applicable codes. Corrections required prior to approval. COMMENTS: fD Gvr'► � � r /y/ / s - a Tom-. �j Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c$ L Date: 40(// Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 285253 Project: Address: Client: Sahale Snacks - Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: r rCEIVED JUN 272014 ,:J. it 1 D12-353' 1)1' tUI ■MENT 13 -0268 3411 S 120th PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Pull Test X Other (specify): Inspector and Date Remarks Chad Kuebler David Kay 05/15/2014 ORA representatives were onsite to perform pull test on 5/8" wedge anchors installed into floor for steel post to concrete floor connections. (4) wedge anchors were on east wall, (3) wedge anchors on southwest wall. All wedge anchors were loaded to 500 pounds and load maintained for 5 minutes as requested by Aaron Miller,P.E. of DCI Engineers , reference SSK -001b. Conforms Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: rt- !ter C ' sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 279530 (Revised) Project: Address: Client: Sahale Snacks - Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Numbe Job Number: Client Address: 3411 s 120th PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication X Structural Steel Erection Other (specify): Other (specify): Inspector and Date Remarks Dennis Day 4/15/14 ORA representative was on site as requested to provide visual weld inspection of (2) hollow structural section 4x4x1/4 roof mechanical support columns. Welder has deviated from engineered drawing #SSK -0016. Flare groove welds not done at north columns, as per Section A. Welds done transverse to column rolling direction. Other 2 columns have flare groove welds as per drawing but not continuous inspection. There are many arc strikes on 2 columns. Profile and slag inclusions are unacceptable on 4 welds. Welding has been done at 3 "x10 "x1 /4" bolted beam clips on 2 south supports, across top. This was not as shown on SSK - 0016. No weld procedure specifications left on site or available as required. See drawing #SSK -0016 and SSK -old. Reference Standards Used: AWS D1.1 and IBC 2009 Does Not Conform Note form ORA Office — This work was re- inspected on 4/17/2014 by ORA inspector, Bob Schaefer. The rework was found to be visually acceptable , and the engineer of record has accepted the work as is. The work now Conforms. Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: hi it vier C ' a� sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 279572 Project: Address: Client: Sahale Snacks - Phase 3 3411 S 120t PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number. Client Address: D12 -353 13 -0268 3411 s 120th PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Other (specify): Inspector and Date Remarks Bob Schaefer References: 4/17/14 - ORA construction inspection report #279530, dated 4/15/14. - Email stream from Dwayne Trahan /Northway to A. Miller/ T. Bean, PE/DCI Engineers. - Engineer's sketches SSK -01b and SSK -Old. Arrived at site to re- inspect the welds in question on two hollow steel section columns with plates and angle welded to each; per the non - conforming report #279530. The welds are not per the SSK drawings, engineer or record has accepted the welds as is, no further welding required. The welds are visually acceptable as relates to quality and size. Also, the contractor has ground the reported arc strikes on the column and plates to bright metal. The rework is acceptable. The non- conformance is to be removed from our project file. Reference Standard Used: AWS D1.1 -10 Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: Walt Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 280122 Project: Address: Client: Sahale Snacks - Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT RECEIVED MAY 302014 Permit Number: Job Number: Client Address: D12 -353 COt011oty► V Y 13 -0268 fit-VLLUPMENT 3411 s 120th PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Proprietary anchor X Other (specify): Inspector and Date Remarks Jim Linehan 5/9/14 ORA representative was on site for proprietary anchor inspection as requested by Dwayne with NW Construction. Upon arrival representative was informed that the subject mechanical anchors were previously installed and the locations at the column bases have been grouted. Representative could find no evidence as to anchor installation methods, anchor manufacturer, or final torque Toad. Engineer of record to review and comment. Does not conform Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: C an e , Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Project: Sahale Snacks — Phase 3 SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Permit: D12 -353 Job No.: 13 -0268 Date Updated: 5/9/14 Item No. Inspection Date Report No. Inspector(s) Remarks Action Required (e.g. re-inspection, engineer follow up, etc.) Date Resolved 1 5/9/14 280122 Jim Linehan Upon arrival representative was informed that the subject mechanical anchors were previously installed and the locations at the column bases have been grouted. Representative could find no evidence as to anchor installation methods, anchor manufacturer, or final torque load. Engineer's approval required Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Technical Responsibility: alter Hansen, Project Manag This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 June 27, 2013 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED JUL 0 9 2013 I)hVLLUI'ML-1Ji City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 FINAL REPORT Project: Sahale Snacks Permit Number: D12 -353 Address: 3411 S. 120th Place, Tukwila Job Number: 13 -0268 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Reinforced concrete (including bar lock couplers) 2. Structural steel erection (welding & high strength bolting) 3. Anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED CONSTRUCTION INSPECTION REPORT Report Number: 269928 Project: Sahale Snacks — Phase 3 Address: 3411 S 120th PI, Tukwila Client: Sahale Snacks Permit Number: D12 -353 Job Number: 13 -0268 Client Address: 3411 s 120th PI, #100, Tukwila JUL 092013 (:O;ouA1J(VII Y DEVELOPMENT Inspections Performed Steel Decking Other (specify): Structural Steel Fabrication Structural Steel Erection X Other (specify): Inspector and Date Ernest Leimkuhler On site to visually monitor and inspect structural steel welds to AWS D1.1 standards and approved 6/8/13 drawings. Drawings: 1, 2, 3, and 4. (7) Hollow structural steel 4x4x3/16" columns with (5)'/,"x3x10 bolt plates, and (2) L6x6x1 /4" ledgers. 3/16" flare bevel welds, and 3/16" fillet welds. Remarks Process: Shielded Metal Arc Welding, E7018 filler. Welders: Brandon D. Anstrom #W06678, expiration date: April 1, 2014. Structural SMAW, sheet metal SMAW. All completed welds inspected at this time conform to AWS D1.1 standards, signed approved drawings and 2009 IBC. (Angle ledgers not completed. Pending RFI to engineer, a subsequent inspection shall be scheduled). Copies to: X Client X Engineer Others Technical Responsibility: Owner X Contractor �►' . er C H en, Project Manager Architect Building Dept. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Fom► No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 269870 Project: Address: Client: Sahale Snacks — Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D12-353 13 -0268 3411 s 120th PI, #100, Tukwila RECEIVED JUL 02 2013 r;r,(,/,IAI)Nl l Y DEVELOPMENT Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Cancelled X Other (specify): Inspector and Date Remarks John Reeder On site as requested at 9:30 am for inspection of anchor bolts. Waited on site until 10:44 am when 6/6/13 the inspection was cancelled. Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: n en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 127234 Project: Address: Client: Sahale Snacks — Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D12-353 13 -0268 3411 S 120th PI, #100, Tukwila Inspections Performed Steel Decking Other (specify): High strength bolting welding X Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks John Reeder, Chris Pratt 5/30/13 Inspected %4" fillet welds connecting splice plate to MC 10x28.5 support members. Welds were done per engineer's detail from email sent to contractor on 5/9/13. Welders were: Jeffrey R. Hall #W00549, expiration date: 4/1/14 and Steve M. Soderland #W03162, expiration date: 4/1/14. Welds were done at fab shop at AAA Welding Company. Conforms Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: alter nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Project: Sahale Snacks — Phase 3 Permit: D12 -353 Job No.: 13 -0268 Date Updated: 6/8/13 Item No. Inspection Date Report No. Inspector(s) Remarks Action Required (le ReinspectionlEnglneer follow up) Date Resolved 1 6/8/13 269928 Ernest Leimkuhler Angle ledgers not completed. Pending RFI to engineer, a subsequent inspection shall be scheduled. Re- inspection needed -: ), Copies to: C.' X Client \�, /, X Engineer Owner \y X Contractor X Architect X Building Dept. Technical Responsibility: Hansen, , olect Manager at This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO R SENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13 -0268 CONCRETE REPORT Report Number: RC256031 Permit Number: D12 -353 Project: Sahale Snacks - Phase 3 Address: 3411 S 120th PI, Tukwila Inspector(s): Michael Preciado Description /Location: Resteel Verified: Yes Client: Sahale Snacks Address: 3411 S 120th PI, #100, Tukwila Date: 5/17/2013 Inspected concrete placement for 7" structural slab infills. The reinforcing steel was previosly inspected by ORA inspector Darren Reid on 5/15/2013. The inspected work was found to be done as per approved project documents. 5/15/2013 Darren Reid (Grade 60) Mfg: Nucor Placement Data Supplier: CalPortland Mix Number: 3200 Slump Spec: 4" +/- 1" W/C Ratio Spec: 0.50 Air Spec: n/a Total Yards: 4 Placed Via: Wheelbarrow Consolidated: Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 7:20 am Time Made Weather. Overcast Date Samples Picked Up: Cubic Yards Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (Ibs or gal): Admixtures (specify): Water Slump Added C 143 4.00 10 gal. 5" Actual LI 517# Type: 1/1I 1470# 1890# 3/4" Batch Weights /Cubic Yard 261# 52 oz. DARASET 400 Air % C 231 Conc.Temp C 1064 n/a 63 °F Slag (Ibs): Ambient Tem p 51 °F Truck Ticket No. No. 7637 727888 Slump Range: 4-5" Air % Range: n/a 5/18/2013 Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: Comments REINFORCING /PLACEMENT: Conforms: Specimen Number Test Date Field Cure 1 5/24/13 2 6/14/13 3 6/14/13 4 6/14/13 * = Discarded Tested in general accordance to: Copies to: Client In Engineer 2 Building Dept ❑ Owner Contractor ❑ Batch Plant El Architect ❑ Others Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load Strength (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) (psi) 7 4 x 8 12.57 8.86 57,850 4600 28 4 x 8 12.62 8.88 73,830 5850 28 4 x 8 12.62 8.91 72,000 5710 28 4 x 8 12.62 8.97 70,860 5620 ASTMC39 0 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: ASTM C31, Exclude C31- 10.1.2 Fracture Type (other than cone) 2 2 alter ' a "sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 269928 Project: Address: Client: Sahale Snacks - Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D12-353 13 -0268 3411 s 120th PI, #100, Tukwila Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks Ernest Leimkuhler On site to visually monitor and inspect steel welds to AWS D1.1 standard, and signed approved 6/8/13 drawings. Drawings: 1, 2, 3, and 4. (7) Hollow structural steel 4x4x3/16" columns with (5) Wx3x10 bolt plates, and (2) L6x6x1/4" ledgers. 3/16" flare bevel welds, and 3/16" fillet welds. Process: Shielded Metal Arc Welding, E7018 filler. Welders: Brandon D. Anstrom #W06678, expiration date: April 1, 2014. Structural SMAW, sheet metal SMAW. All completed welds inspected at this time conform to AWS D1.1 standards, signed approved drawings and 2009 IBC. (Angle ledgers not completed. Pending RFI to engineer, a subsequent inspection shall be scheduled). Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: Walter ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fimi is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Project: Sahale Snacks — Phase 3 SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Permit: D12 -353 Job No.: 13 -0268 Date Updated: 6/11/13 Item No. Inspection Date Report No. Inspector(s) Remarks Action Required (ie Reinspection /Engineer follow up) Date Resolved 1 6/8/13 269928 Ernest Leimkuhler Angle ledgers not completed. Pending RFI to engineer, a subsequent inspection shall be scheduled. Re- inspection needed 06/11/2013 Report #269930 Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Technical Responsibility: al "Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 269856 Project: Address: Client: Sahale Snacks - Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D12-353 13 -0268 3411 s 120t' PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Other (specify): SB X Inspector and Date Remarks John Reeder Inspected the A -325 bolted connections at the C10x28.5 purlin reinforcing splices. All bolts were 5/30/13 tightened using the turn of the nut method. As per Engineers Northwest email dated May 30, 2013 the painted surfaces are okay. Conforms Copies to: X Client X Engineer Others Owner X Contractor Technical Responsibility: Architect Building Dept. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 13 -0268 Report Number: 248015 Permit Number: D12 -353 Project: Sahale Snacks - Phase 3 Client: Sahale Snacks Address: 3411 South 120th Place, Tukwila Address: 3411 South 120th Place, #100 Tukwila Inspector: Dwayne Helgeson Date: 6/08/2013 Description /Location: Inspected the installation and torque tested 5/8" diameter all thread anchor bolts at column base for overhead mechanical unit support. The inspected work was found to be done as per approved plans. Intended Use: Anchor Bolts for column base plate Building Code & Year: IBC 2009 Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others ommen Technical Responsibility: Conforms X Does Not Conform er Han , Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 87- 02(Rev 05/13) Anchor Size & Quantity: 5/8" x 4'/4" (15) Anchor Style: ►'i Expansion • Screw • Sleeve • Drop In ESR Number: 2302 Anchor Manufacturer: HILT! Anchor Type: KB3 Hole Diameter: 5/8" Hole Depth: 2'/4" Required Embedment: 2'/4° Anchor Length: 4 %" Concrete Thickness: -- Concrete Strength: -- Base Material: A Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: 0 Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 5999 Torque: 60 ft -Ibs Drill Bit (ANSI B212.15): L Yes • No Weather: Indoors Ambient Temperature: 70° Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others ommen Technical Responsibility: Conforms X Does Not Conform er Han , Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 87- 02(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 269930 Project: Address: Client: Sahale Snacks — Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D12 -353 13 -0268 3411 s 120th PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Ernest Leimkuhler On site to visually monitor and inspect steel welds to AWS D1.1 standard, and signed approved 6/11/13 drawings. Drawings: 1, 2, 3, and 4. (2) Hollow structural steel 4x4x3/16" columns to (2) L6x6x1/4" ledgers. 3/16" flare bevel welds, and 3/16" fillet welds. Process: Shielded Metal Arc Welding, E7018 filler. Welders: Brandon D. Anstrom #W06678, expiration date: April 1, 2014. Structural SMAW, sheet metal SMAW All welds inspected today conform to AWS D1.1 standards, signed approved drawings and 2009 IBC. Copies to: X Client X Engineer Owner X Contractor Architect Building Dept. Others Technical Responsibility: A,' • "er 'sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 263520 Project: Address: Client: Sahale Snacks — Phase 3 3411 S 120th PI, Tukwila Sahale Snacks CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: REC r 3Ut 112013 (;O(J1.. •` p�,V1 LU DI 2 -353 13 -0268 3411 s 120th PI, #100, Tukwila Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Bar Locks X Other (specify): Inspector and Date Remarks Darren Reid 5/15/2013 Copies to: X Client Owner Architect Inspected the installation of Dayton Superior D250 reinforcing steel barlock couplers per manufacturer's directions onto existing #4 bar reinforcing steel extending through sawcut in slab at plumbing slab infills. The barlock couplers were placed on all accessible # 4 bars at top and bottom as per the instructions of Dan Lake with Engineers NW at wash out drains in northeast insulated metal panel enclosure. Reinforcing steel was placed for slab infills per engineer approved project documents dated 3/28/2013 by Dan Lake with Engineers Northwest at wash drains in northeast insulated metal panel enclosure. The inspected work was found to be done as per approved project documents. Conforms X Engineer X Contractor Building Dept. Others Technical Responsibility: Waite ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13 -0268 CONCRETE REPORT Report Number: RC256031 Permit Number: D12 -353 Project: Sahale Snacks - Phase 3 Address: 3411 S 120th PI, Tukwila Inspector(s): Michael Preciado Description/Location: Resteel Verified: Yes Client: Sahale Snacks Address: 3411 S 120th PI, #100, Tukwila CUmMl1Nl Date: 5/17/2013 DEVELOP MEN RECEIVED JUN 14 2013 Inspected concrete placement for 7" structural slab infills. The reinforcing steel was previosly inspected by ORA inspector Darren Reid on 5/15/2013. The inspected work was found to be done as per approved project documents. 5/15/2013 Darren Reid (Grade 60) Mfg: Nucor Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: CalPortland 3200 4" +/- 1" 0.50 n/a 4 Wheelbarrow Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Time Cubic Made Yards Design Cement (lbs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (Ibs or gal): Admixtures (specify): Cast Samples: 1-4 7:20 am 4.00 Water Slump Added C143 10 gal. 5" Actual ❑ 517# Type: 1/II 1470# 1890# 3/4" Batch Weights /Cubic Yard 261# 52 oz. DARASET 400 A i r % C 231 Conc.Temp C 1064 n/a 63 °F Slag (lbs): Ambient Temp 51 °F Truck Ticket No. No. 7637 727888 Weather: Overcast Date Samples Picked Up: 5/18/2013 Slump Range: 4 -5" Air % Range: n/a Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING /PLACEMENT: Conforms: ei Does Not Conform: ❑ Specimen Number Test Date Field Cure 1 5/24/13 *= Discarded Tested in general accordance to: ASTMC39 Age (Days) 7 COMPRESSIVE TEST RESULTS Copies to: Client Q Engineer n Building Dept ❑ Owner Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) 4 x 8 12.57 8.86 57,850 ASTMC617 ❑ ASTMC1231 ❑ Contractor ❑ Batch Plant Technical Responsibility: ❑ Architect ❑ Others Strength (psi) 4600 Fracture Type (other than cone) 2 Ha -en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 The welder named on this: card is certified for thn fallowing: StruiCturaI Steei: FLAW; Plate, AII°:Positlons, Up, E7IT- 1,118" 8+ o7ier; Wibacking • • WABO welder certified pmcess qualifications are outlined in WABO Standard 27-13 & in accordance with ANSUAWS D1.1, D1.3, D1.4 THIS CARD`IS'THE'PROPERTYOF IVABO D/2.- 3 53 RECEIVED CITY OF TUKWILA JUN 0 7 2013 PERMIT CENTER Washington Association of Building Officials P. O. Box 7310, Olympia, WA 98507 888664.9515 o www.wabo.org Certified Welder Card JOE P. WHALEN 16300 SE LAKE HOLM RD AUBURN WA 98092 Welded l j iimtier i W15761 JUL1. 2013 Renew on or before expiration date The welder named on this cant is certified for the following: Structural Steel: FCAW, Plate, Ali Positions, Up,.E71T -1, 118" & over; w1backing WABO welder certified process qualifications are outlined in WABO Standard 27 -13 & in accordance with ANSUAWS D1.1. 01.3. 01.4 THIS, CARD IS THE'PROPERI YfOF'lNABO Washington Association of Building Officials P. 0. Box 7310. Olympia, WA .98507 888-664-9515 o www.wabo.org Certified Welder Card PAVEL P ANTON 17300 SE 132ND ST RENTON WA 98059 Welder ID;Niin b rat W15977 Expires ' OCT 1. 2013 Renew on or before expiration date amp uogeydxa mpg JO uo•Meuea £ LOZ' 1.100 8809 LM riaglun nij0ap1a1N 95096 VM NOIN32i 3N 3AV SaNOWa3 90L L 3SOZI-NOSIT1V f M3aQNV pie iaplaM pa!111000 s o ogenn nntiwn o sLS6-V99-SSe L0s96 VM'e1olO'OL£L x013 '0 "d SleragiO BuipLne !o uoueroossy u91Bu!4SeM The welder named on this card is wed for the following. • Stractural .Steel: SMAW, Plate, All Posltions, Up, `E1.018, F-4 & lower;118 "` &-over, wibacking Stnictural Steel: FLAW, Plate, All Positions, Up, EDIT -X, 118 &: over, wlbacking WABO welder certified process qualifications are outlined in WABO Standard 27 -13 & in accordance with ANSL/A WS 01.1, 01.3, D1.4 THIS'C4RDaIS rTHEPROPERTY OF LVABO Washington Association of Building Officials P. O. Box 7310, Olympia, WA 98507 888- 664 -9515 • www.wabo.org Certified Welder Card MARK D. STARMAN 17300 ST 132ND ST RENTON WA 98059 Weider ID'Nuinber W01761 Expires: JUL 1.2014 Renew on or before expiration date The welder named on this card is certified for the following: Structural Steel: SMAW, Plate, All Positions, Up, F-4 & lower, 1!8 "-S over, w/backing WABO welder certified process qualifications am outlined in WABO Standard 27 -13 8 in accordance with ANSUAWS D1.1, D1.3, 131.4 THIS CARD'IS THE;FROPER4TY OFWABO' MEM SEEM C. MEM tom; enatneeAs 5 Seattle Portland 1 Spokane San Diego g Austin _ Irvine . Eugene San Francisco May 8, 2013 Craft Architects Attn: Sarah Devlin 2505 Third Ave., ste. 324 Seattle, WA 98121 206. 720. 7001 Re: Sahale Snacks King Span room Additions, Seattle, WA Dear: Sarah CITY OF TU ED KwILA MAY 14 2013 PERMIT CENTER DCI Engineers has review the new installation of the King Span panels to form new interior processing and packaging space In their space at 3411 South 120 Place in Seattle, WA. The installation is part of the phase two manufacturing improvements. The new areas include approximately 3,480 SF of 20' tall wall and another 2,920 SF of 16' tall wall space. All new areas have a king span panel ceiling that is capable of spanning across the area and are supported entirely by the wall panels. We understand that this phase 2 work is identical to the phase 1 work completed in 2011. While gravity framing is self - supported by the King Span panels, there is a need for seismic bracing of the system to resist lateral Toads. The details provided by DCI Engineers for Phase 1 are still applicable and include 8 ga. splay wires attaching the panels up to the roof framing members. These wires are in (4) directions and splay off of a piece of attachment hardware that are fixed to the panels at 45degree angles. No vertical Toads are intended to be transferred to the roof to support the self- weight of the panels plus any mechanical ducting that may be supported as part of the rooms MEP requirements. Only lateral loads are to be transferred and as such care should be taken to not over tighten the splay wires. Attached are a redline plan and associat: q • om the phase 1 work that have been modified to include the new phase 2 work. If you have any ntact DCI Engineers and we will be glad to assist. Sincerely, DCI Engineers Troy E. Bean P.E., S.E. Principal Enclosure: Plan sketches and details 818 Stewart Street, Suite 1000 Seattle, Washington, 98101 Phone (206) 332 -1900 S e r v i c e I n n o v a t i o n V a l u e ®ENLGED EOUIPMENT PLAN 3 „r ,•-a AR W PO .M 14MO NM m • MU OM s C-C ..r a 10 1®00142[ Im 11 OW 01. 020 105001 1. CR MO a O P® I1%O24 rQty4'Y4R • 40 M46 0 0 0010 O 10. 110 00 16-2004 1M 101102410 20081 00210 01022 0 ®0 M 0110 �� ®.10000 ▪ MOOM,020 10 1111000.00 OW. 06000100 . Oaa 1164.00 0 1000 0112 MCC MOO 111206 MOM a 001600 MOO 10110 5000®10 16 tadMO OM.2 O 00 . 0020 10202 11012 VI 1120•M1210 MOM 201410 001.10.4 014 11. CC 0111112 0000 WV MOO 111010 101111 20100 iatMO1 2120200ML OM. 2 M.. 1000• v 010 OM= 081011 0800® • 11®0 r5.a022ONO u 10610 Mil O•s Al 600 I112 6 001110190102v �Q00.000 11000 me 20 ®WOOL 10000 ROO.0 OD 000 GENERAL NOTES L .. OS. 0201.1000111.0010.0120 IMO MO a 1�10`000 10 40 2102 111 0 i2m OO441 WOO r 1121500 v 1. 10120••4 ®°1.Ma2sw 0011200. 002 01200 ®11100.®0000 220= ram Kam. n UM 5!01 MO 10 OM OEM a oct cont mos 1506 aun1E 441 01 ocu All IM TOM ®EOUIPMENT MEZZANINE ELEVATION / rs• LEGEND: 0042 / 006010 0 n wan 0.10®4 rr 40 KEY NOTES <> -'01 01 2Or2 01002 L n M4.m1 v°®m M 002011 201 • r®2u1m2.M2NCn10 5r.1 • 000. 201 r l 102 0011011 00001 10122112 MY 0000 12100 1n 41200. II/ f 00121@/00104 a 2100 .10 .M001 20 Opal nm` Mr ° o MO 02 • 112 IMO WO00 00002.0110.[ I 011010 200 aawr 114402.011 00 f60OM WON 1M� 04 00000 11 . 0 1011Y22 1O 8 0. 4 01050. F2000000. 0R 01® 0200101MD 1 *MO 01 Mm M. 11. 40200 IR 0012.0 4, Me If NI 22100•401O0m02 100/1601 10106 M0 0611101 11 0l <1 N 11010000 __..1.111. 0 24 040100 f 1000 Y000111115 MEM UM 010 1,11 011 0100040000 NOM 201 14 Yk n 01102. 2210250001.1 MO 1 era Cr IMO.. 4100 11 0.•®1.10 22004L 200.1 20404 R.10 0002 Xl T1NG lMp ktdciOSO . r (11%IitkLU p AGO.) • ®FR PLAN nr O-Orr . ®.. SAHALE SNACKS' 111201 1.21. 11900 11. 1214 00110 20 0110 224.7001 614100000 - 1101010. FOR IBM 1/7V101j © NI 1115D111BLISI ® Or0010001IA7/111 9154 MIL RSN M7 Wt 1/11/051 OISCIt DRAW yQ 0CC7 1k oPPROval Oft 0402/010 K.111. 420[ 000 00001 2 mm golf NO A2.1 On 1421 W15= 1112 �I +e`.l � .y{'•°• V� n—Qr • GENERAL NOTES •- • 5�o bo �tZor 4( \ v110. ; S.ppo. MBPoK ROOF FRAMING PLAN rte u ?S: E�Frto_. Slw�•�G �' S•-LC S..pp °�� - ^q cUrA,.1i • hl0 9�•,vlt�lom5-5 i-r °°.� S�Ca+ Wo A1REA o� Zot3 Werk L�nL LA .1 io1n c•^ 1 c ^l ruo �, (Sor^t.7.o sa- -ett.' L,►tt,t) T l.atAa W ea,..- c.A/.L .. .a 15, t l I J t R,p., -•C9 o— l� \..r,e._ Et, \c 5 Pro .a,9 , \� a w._ ol, p >•,a\ k' 4 rn —► - s..F u -' 4 b e eJ•, itOOSF J I (b +,.�•-.a n ep. . L1 86 26 d` p S �. •�_ 9"1•5 rc ,to•%%' - 2/A15F -/14 5C .tOcF - f& At 0,1 1.��c?. Sw4llg 'Lot's '-o.-- u- D.r sa +,_ 20 t Z � j.S p..' ws Lo .. DC re, 1•�03 •trZo -r Eo cu.-4k- 4.- o- e•-I'VE, oc_t doh *� Gott. - orfl.0 mn au71 ( G.�oF 0•� C7h • • o at 1 S4 \L ate 40 (61 • �:3PSF w} 2v1U�2 > b• 3 w p , �s, - ,o) �_TS(,... �AI�u g c3 4 t. uJ( ) (A) Lti-t, 1• ^S GAS° (o vc+ }i<' 1 . — P Nod Ov... kl,e.v1'If Sa \sue ;� pal,. 1,7 c J ••b.Lr r•. }L.SLL }1b ^S . Cw.6, -L- w/ root Lai wf/ SS CONSTRUCTION NOTES ` �� �''0LL`• o• mwor w.rr,. i r, w• .mn.l O.C. R..•(116. Rnl MEM .n1 BOE /NO FAOUDE9 DEPARTMENT o AUBURN, WA. 88002 O EVERETT, WA. 88201 o KENT, WA 88031 o PORTLAND, OR. 87220 O RENTON, WA 88055 • SEATTLE, WA •120 ROOF FRAMING PLAN STRUCTURAL MASTER SLIM. .r01. ROOF 0.a. 2- 00l•ma mrx '4 or ,Y•r N•P `r aW w1•' »'•r 1 mN w \r �' • vw ; 1..11 1 �•N•ra m:J =m•n i! F ss - 1 Uj..i • 2Sat • _, _R, f ;* i*� _ :%n�;� 1 4� 1`r 1, m 1 L J m 1 m w w ! m 1. m m w€ w "4►�0� r e� » ,1 w ��L P•+0. ,aG°\. ,rN ♦,f sr4 YC II �I +e`.l � .y{'•°• V� n—Qr • GENERAL NOTES •- • 5�o bo �tZor 4( \ v110. ; S.ppo. MBPoK ROOF FRAMING PLAN rte u ?S: E�Frto_. Slw�•�G �' S•-LC S..pp °�� - ^q cUrA,.1i • hl0 9�•,vlt�lom5-5 i-r °°.� S�Ca+ Wo A1REA o� Zot3 Werk L�nL LA .1 io1n c•^ 1 c ^l ruo �, (Sor^t.7.o sa- -ett.' L,►tt,t) T l.atAa W ea,..- c.A/.L .. .a 15, t l I J t R,p., -•C9 o— l� \..r,e._ Et, \c 5 Pro .a,9 , \� a w._ ol, p >•,a\ k' 4 rn —► - s..F u -' 4 b e eJ•, itOOSF J I (b +,.�•-.a n ep. . L1 86 26 d` p S �. •�_ 9"1•5 rc ,to•%%' - 2/A15F -/14 5C .tOcF - f& At 0,1 1.��c?. Sw4llg 'Lot's '-o.-- u- D.r sa +,_ 20 t Z � j.S p..' ws Lo .. DC re, 1•�03 •trZo -r Eo cu.-4k- 4.- o- e•-I'VE, oc_t doh *� Gott. - orfl.0 mn au71 ( G.�oF 0•� C7h • • o at 1 S4 \L ate 40 (61 • �:3PSF w} 2v1U�2 > b• 3 w p , �s, - ,o) �_TS(,... �AI�u g c3 4 t. uJ( ) (A) Lti-t, 1• ^S GAS° (o vc+ }i<' 1 . — P Nod Ov... kl,e.v1'If Sa \sue ;� pal,. 1,7 c J ••b.Lr r•. }L.SLL }1b ^S . Cw.6, -L- w/ root Lai wf/ SS CONSTRUCTION NOTES ` �� �''0LL`• o• mwor w.rr,. i r, w• .mn.l O.C. R..•(116. Rnl MEM .n1 BOE /NO FAOUDE9 DEPARTMENT o AUBURN, WA. 88002 O EVERETT, WA. 88201 o KENT, WA 88031 o PORTLAND, OR. 87220 O RENTON, WA 88055 • SEATTLE, WA •120 ROOF FRAMING PLAN STRUCTURAL MASTER SLIM. .r01. ROOF 0.a. 2- 00l•ma f 14J SPLAY EJMRE °IN F'OU M fl FOUF 'TIGHT z TURNS IN 1 •5"k5'x14 _'SEISMIC BRACE PLATE 6.1 (4•qS s p o = DETAIL AT SEISMIC BRACE `PLATE - A -.- P0. S.� STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY Permit No. INTERGATE EAST BUILDING SAHALE SNACKS T.I. Tukwila, WA STRUCTURAL CALCULATIONS FOR ACCESS PLATFORM REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION REVISION NO._4_ July 12, 2013 ENW Project No. 01043012 -3 t 1 3s3 0 RECEIVED CITY OF TUKWILA JUL 1 9 2013 PERMIT CENTER 9725 Third Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com SAHALE SNACKS INDEX FRAMING 1 -Frm 14 -Frm LATERAL 1 -Lat 7- Lat 4 -tilive-71;.=a14:,,,s otik. ■ 52. rq,t4.s. go-,r 14i/ I tioa c 4,4 • VV%•ils.l.r. .tt.f41; A 6! ol . 0. 14!/c" 4 ENWENGINEERS NORTHWEST, INC., P.S. 3/) • / STRUCTURAL ENGINEERS 9725 THIRD AVE / NE, Sul rE 207, SFAAT%TTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 PROJECT # �/V 1 ✓(/ /2 '3 PROJECT 3 /1F�� ✓ ''` l-✓ .3.il , fo'�I l"1 / 20.6`i . SUBJECT 77)f< / )/ � � tai/`% 99/(;,j) BY „al/ DATE 7- ✓ �e SHEET -L__ OF L /S r, O' " On/6 64I frl 60 �► ( .J C, ' Litt � c) 9/ 4- S (Al ( G. - 20/2.1 /C, s` w.. (2.s o) L/0 z % zUt SiURV-Tr1oO/'1 •S" 5 4''61. 0 0 WI j bj /iokl (C 1-...;( �K�S? .i0 /4S (5 00: S/(7z -344 e�l�J G. Gres t j/1 11..4S NUJ :3 .S /t L.- ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS Z. 9725 THIRD AVE NE, SUITE 207, SEArrLE, \VA 98115 (206) 525-7560 FAx (206) 522 --6698 PROJECT # 0/ 0 4 301 PROJECT �/ //��/�E& J' V c K DATE i �✓ SUBJECT /4Ft.it C.; /Lk/6 70 4c (7:35 e4Arri)/?rP1 C r- fl-/l c,g'7Ec ' slew- OW 1.--pJ OL. -/0 %nth;41 GALA- t- /LS ! =6 4,,✓ 7 )J / &JC 4 S Lc- Op sr ylco l,J � r irU is )(.1 "P2r(t ; / /tv A4U/ ,)l- I28 } i-11/0 S3 (a pix4 z 1110 4 1204 /S U?) •1 to CH- (: ✓� A/SC SHEET OF BY e0. C_ V 1e4 .3, 3:',7) `i:_ -89 Lk c _ -� /;49.. /f 2007 NASPEC °roject: Sahale Snacks Date: 7/9/2013 Model: Mandoor header at full height demising wall REINFORCE 536.0 Unif Ld Ib /ft R1 R2 3.33 ft Section : (2) 6005162 -33 Back -to -Back C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 1901.3 Ft -Lb Moment of Inertia, l = 3.586 In ^4 Va = 1276.1 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Center Span 743.0 0.391 743.0 Full 1901.3 0.391 0.014 U2850 Distortional Buckling Check K -phi Lm Brae Ma -d Mmax/ Span Ib -Inlin (In) Ft -Lb Ma -d Center Span 0.00 288.0 788.8 0.942 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (In) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 892.4 6.00 1447.4 2894.9 0.0 0.27 No R2 892.4 6.00 1447.4 2894.9 0.0 0.27 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 892.4 0.0 1.00 0.70 0.00 0.49 NA R2 892.4 0.0 1.00 0.70 0.00 0.49 NA 2007 NASPEC Protect: Sahale Snacks Date: 7/9/2013 Model: Mandoor header at full height demising wall REINFORCE SECTION DESIGNATION: (2) 600S162 -33 (33) Back -to -Back C Stud INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: 6.0000 in 1.6250 in 1.6250 in 0.5000 in 1.5000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Allowable Distortional Buckling Moment (Mda) at K -phi = 0 Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Other Section Property Data Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Warping Torsional Properties a Sxx(lip) (in ^3) (in ^3) 127.9 1.3820 Wn(1) (in ^2) 3.8196 Wn(2) (in ^2) 2.7253 Wn(3) (in ^2) - 2.0184 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = Wn(4) (in ^2) 2.0184 Location (1) and (6) are tip of compression and tension lip respectively Location (2) and (5) are flange/lip corner of compression and tension side respectively Location (3) and (4) are flange/web corner of compression and tension side respectively Wn(5) (in ^2) - 2.7253 0.0346 in 0.0765 in 33.0 ksi 33.0 ksi 4.0000 in 3.0387 in 3.5856 in ^4 1.1546 in^ 3 1901.26 Ft -Lb 1577.67 Ft -Lb 3.0000 in 3.5856 in ^4 0.6886 in ^2 2.2819 in 0.3498 in ^4 0.7127 in 2.3431 iblft 1276.15 lb 1276.15 lb 6488 lb Wn(6) (in ^2) - 3.8196 4 'roject: Sahale Snacks Model: Restroom door header &7 �r�Uil c6' ii-tyt- (2) ( - ✓ / 2- () cu 5 / 14 t 3-77 2007 NASPEC 60/ 60/ 51 V /✓' d't /DLit Date: R1 497.0 6.00 ft Section : (2) 600S162 -54 Boxed C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 5054.2 Ft -Lb Moment of Inertia, I = 5.721 in^4 Va = 5645.8 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check M max Span Ft -Lb Center Span 2236.5 Combined Bending Reaction or Pt Load R1 R2 Combined Bending Reaction or Pt Load R1 R2 Mmax/ Maxo 0.442 and Web Crippling Load P(Ib) 1491.0 1491.0 and Shear Vmax (Ib) 1491.0 1491.0 Mpos Ft -Lb 2236.5 Brng (in) 3.50 3.50 M max (Ft -Lb) 0.0 0.0 Bracing (In) Full Pa Pn (Ib) (Ib) 1818.9 3183.1 1818.9 3183.1 0 l' -(< a Va Factor 1.00 1.00 Ma(Brc) Ft -Lb 5054.2 VNa 0.26 0.26 M max (Ft -Lb) 0.0 0.0 M post Ma(Brc) 0.442 M /Ma 0.00 0.00 Intr. Value 0.43 0.43 7/9/2013 Unif Ld Ib/ft R2 Deflection (In) Ratio 0.086 U838 Intr. Unstiffen 0.07 0.07 Stiffen Req'd ? No No intr. Stiffen NA NA 9.7 ,c>f 2007 NASPEC Protect: Sahale Snacks Date: 7/9/2013 Model: Restroom door header SECTION DESIGNATION: (2) 6005162 -54 (50) Boxed C Stud INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: 6.0000 in 1.6250 in 1.6250 in 0.5000 in 1.5000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Moment of Inertia (lyy) Radius of Gyration (Ry) Other Section Property Data Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Warping Torsional Properties a Sxx(11p) (in ^3) (in ^3) 76.7 2.1903 Wn(1) (in ^2) 3.7421 Wn(2) (in ^2) 2.6893 Wn(3) (in ^2) - 1.9715 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = Wn(4) (in ^2) 1.9715 Location (1) and (6) are tip of compression and tension lip respectively Location (2) and (5) are flange /lip corner of compression and tension side respectively Location (3) and (4) are flange /web corner of compression and tension side respectively Wn(5) (in ^2) - 2.6893 0.0566 in 0.0849 in 50.0 ksi 55.3 ksi 4.0000 in 3.0483 in 5.7208 in ^4 1.8310 in^ 3 5054.24 Ft -Lb 3.0000 in 5.7208 in ^4 1.1127 in ^2 2.2675 in 1.9938 in ^4 1.3386 in 3.7862 Ib/ft 5645.77 Ib 3894.81 Ib 17041 Ib Wn(6) (in ^2) - 3.7421 lo( 2007 NASPEC Protect: ADC -1 Sahale Snacks TI Model: Catwalk access for maintenance floor Date: 7/3/2013 R1 16.00 ft Section : 800S162 -54 Single C Stud (X -X Axis) Maxo = 3065.9 Ft -Lb Moment of Inertia, I = 5.600 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 2091.3 lb Unif Ld '°: Ib /ft R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2336.0 0.762 2336.0 Full 3065.9 0.762 0.652 L/295 Distortional Bucklin Cp heck K -phi Lm Brac Ma-d Mmax/ Span Ib -inlin (in) Ft -Lb Ma-d Center Span 0.00 192.0 2734.3 0.854 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (lb) (Ft -Lb) Value Req'd ? R1 584.0 1.50 651.4 1140.0 0.0 0.47 No R2 584.0 1.50 651.4 1140.0 0.0 0.47 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstlffen Stiffen R1 584.0 0.0 1.00 0.28 0.00 0.08 NA R2 584.0 0.0 1.00 0.28 0.00 0.08 NA 01 2007 NASPEC Project: ADC -1 Sahale Snacks TI Model: Catwalk access for maintenance floor Date: 7/3/2013 R1 16.00 ft Section : 800S162 -54 Single C Stud (X -X Axis) Maxo = 3065.9 Ft -Lb Moment of Inertia, I = 5.600 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 2091.3 Ib Unif Ld i Ib /ft I R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2336.0 0.762 2336.0 Full 3065.9 0.762 0.652 U295 Distortional Buckling Check K -phl Lm Brac Ma -d Mmax/ Span Ib -in /In (in) Ft -Lb Ma-d Center Span 0.00 192.0 2734.3 0.854 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (lb) (Ft -Lb) Value Req'd ? R1 584.0 1.50 651.4 1140.0 0.0 0.47 No R2 584.0 1.50 651.4 1140.0 0.0 0.47 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 584.0 0.0 1.00 0.28 0.00 0.08 NA R2 584.0 0.0 1.00 0.28 0.00 0.08 NA pl'v�3dl'z. 3 2007 NASPEC Project: ADC -1 Sahale Snacks TI Model: Catwalk access for maintenance floor Date: 7/3/2013 R1 16.00 ft Section : 800S162 -54 Single C Stud (X -X Axis) Maxo = 3065.9 Ft -Lb Moment of Inertia, I = 5.600 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 2091.3 Ib R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2336.0 0.762 2336.0 Full 3065.9 0.762 0.652 L/295 Distortional Buckling Check K -phi Lm Brac Ma-d Mmax/ Span Ib -in /In (in) Ft -Lb Ma-d Center Span 0.00 192.0 2734.3 0.854 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 584.0 1.50 651.4 1140.0 0.0 0.47 No R2 584.0 1.50 651.4 1140.0 0.0 0.47 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 584.0 0.0 1.00 0.28 0.00 0.08 NA R2 584.0 0.0 1.00 0.28 0.00 0.08 NA ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS //'' t %% 9725 Tatum AVE NE, SUITE 207, SEATTLE, 1VA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # O��f l t PROJECT 5/ ' �L6 �j0`— /t .S DATE 7- `y �3 SUBJECT S TV/93 SHEET 6 OF BY (. K6 ,t � 3st9 S/(,2 -33ct ''e 5 ;L L 2007 NASPEC ?roject: Sahale Snacks Date: 7/9/2013 Model: typical existing bearing stud check 11 9 . Unif Ld Ib /ft R1 R2 12.00 ft Section : 362S162 -33 Single C Stud (X -X Axis) Maxo = 440.9 Ft -Lb Moment of Inertia, I = 0.551 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 1023.6 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Center Span 213.7 0.485 213.7 Full 440.9 0.485 0.341 L/423 Distortional Buckling Check K -phi Lm Brac Ma -d Mmax/ Span Ib -in /In (in) Ft -Lb Ma -d - Center Span 0.00 144.0 452.4 0.472 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 71.2 1.00 165.2 289.1 0.0 0.22 No R2 71.2 1.00 165.2 289.1 0.0 0.22 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M!Ma Unstlffen Stiffen R1 71.2 0.0 1.00 0.07 0.00 0.00 NA R2 71.2 0.0 1.00 0.07 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max K -phi Lm Brac Allow Ld Intr. Span (Ib) KyLy KtLt Mir (in- lb /in) (in) (lb) P /Pa Value Center Span 504.0 (c) Sheathed Sheathed 99 0.0 144.0 2093.5 (c) 0.24 0.79 Sheathing braced design based on 5 /8 -in GWB and No. 8 screws 12 -in [305 mm] oc See AISI S211 -07 for Sheathing Braced design limitations ENGINEERS NORTHWEST, INC., Y.S. ^• STRUCTURAL ENGINEERS 'NW /') /r) 9725 THIRD AVE NE, SUITE 207, SEArr1,E, WA 98115 (206)525-7560 FAX (2C0�6) 522 -6698 PROJECT # yr " 43O /Z- 3pROJFCT 9//4L (IC DATE 7 ~./ ~l 3 SUBJECT SM9 5 0)/1/ SHEET / t' OF S/ 4 2� By OM I- QL y,/s u L . A/Je..," k.t.te VFf. .11'51. 2./46 tk (.)) : / (a Z ", Fj l 4qr/' 2007 NASPEC 'roJect: Sahale Snacks Date: 7/9/2013 Model: Typical exist. full height demising stud 6.7 Unif Ld Ib/ft R1 R2 24.00 ft Section : 600S162 -33 Single C Stud (X -X Axis) Maxo = 950.6 Ft -Lb Moment of Inertia, I = 1.793 ink) Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 638.1 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mposl Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio Center Span 480.2 0.505 480.2 Full 950.6 0.505 0.941 L/306 Distortional Buckling Check K -phl Lm Brac Ma -d Mmaxl Span Ib -in /in (In) Ft -Lb Ma -d Center Span 0.00 288.0 788.8 0.609 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd T R1 80.0 6.00 297.4 520.5 0.0 0.14 No R2 80.0 6.00 297.4 520.5 0.0 0.14 No Combined Bending and Shear Reaction or Vmax Mmax Va intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstlffen Stiffen R1 80.0 0.0 1.00 0.13 0.00 0.02 NA R2 80.0 0.0 1.00 0.13 0.00 0.02 NA 2007 NASPEC ?roject: Sahale Snacks Date: 7/9/2013 Model: existr full hgt demising with Maint. access catwalk loads 13.7 Unif Ld Ib /ft R1 'R2 12.00 ft Section : 600S162 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 950.6 Ft -Lb Moment of Inertia, I = 1.793 inA4 Va = 638.1 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (in) Ratio Center Span 246.1 0.259 246.1 Full 950.6 0.259 0.121 U1194 Distortional Buckling Check K -phi Lm Brac Ma -d Mmax! Span lb -In /In (In) Ft -Lb Ma -d Center Span 0.00 288.0 788.8 0.312 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (In) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 82.0 6.00 297.4 520.5 0.0 0.14 No R2 82.0 6.00 297.4 520.5 0.0 0.14 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 82.0 0.0 1.00 0.13 0.00 0.02 NA R2 _ 82.0 0.0 1.00 0.13 0.00 0.02 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max K -phi Lm Brac Allow Ld intr. Span (Ib) KyLy KtLt KL /r (in- Ib/In) (In) (Ib) P /Pa Value Center Span 632.0 (c) Sheathed Sheathed 63 0.0 288.0 2816.9 (c) 0.22 0.55 Sheathing braced design based on 5 /8 -in GWB and No. 8 screws 12 -in [305 mm] oc SeeAISI S211 -07 for Sheathing Braced design limitations 1 To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the... Address: 13411 South 120th Place, Tukwila, WA IGol Map Center: Get Address - Land Plat Size - Street View - Rectangle Tool - Area Photographs Try out 3D Google Earth. Google Earth gives you a 3D look of the area around the center of the map, which is usually your last click point, and includes latitude, longitude and elevation information. Latitude and Longitude of a Point ?S +1:19111 St IClear / Reset [1 Remove Last Blue Marker ICenter Red Marker l Get the Latitude and Longitude of a Point - When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: Latitude: Longitude: (47.495436 1- 122.289094 Degrees 47 ( -122 Minutes 29 17 Seconds (43.569 20.7384 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long - for S Lat or W Long. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: Show Point Example: +34 40 50.12 for 34N 40' 50.12" Degrees Minutes Seconds Latitude: Longitude: Show Point Design Maps Summary Report Page 1 of 2 USGS Design Maps Summary Report User - Specified Input Report Title SAHALE SNACKS TI - 3411 SOUTH 120th PL Tue July 9, 2013 21:57:26 UTC Building Code Reference Document ASCE 7 -10 Standard (which makes use of 2008 USGS hazard data) Site Coordinates 47.49544 °N, 122.28909 °W Site Soil Classification Site Class D - "Stiff Soil" 'ke' • Slue. ,> y lstat*1 °Palk • >vaa, y n ko�tletnY, Risk Category I /II /III .afcnfcf Nigh Point Uuwriiilish' 0eorgetoWn. Delridge ) White Center City Rainlert: , Val ley 4 Kubota Ilighline Garden i{ 'Q 1, North Tukwila Butien �5ea lac lark • gj8 Sdulheenter Vachon 14) ; Normandy Park USGS - Provided Output Ss = 1.513 g S1= 0.568g SenTac SHS = 1.513 g SH1 = 0.852 g Ce1Via� Creek Park Newcastle CD Cougar Moun: , Regioiial' Wild/and Pa Foof nah,nh S°s = 1.009 g = 0.568 g United slates For information on how the SS and S1 values above have been calculated from probabilistic (risk- targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.60 1.15 1.28 1.12 .31 0.96 0.80 0.64 0.48 0.32 0.16 MCER Response Spectrum 1.10 0.99 - 0.99- 0.77 - 01 0.66 - v tCO 0.55 0.44 0.33 0.22 0.11 Design Response Spectrum 0.00 1 1 1 1 1 1 1 1 1 0.00 t 1 I 1 1 1 1 I 1 1 t 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Period, T (sec) For PGA,, To Gs, and G, values, please view the detailed report. http:// geohazards. usgs .gov /designmaps /us /summaiy.php ?template = minimal &latitude= 47.49... 7/9/2013 1 ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Properly of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : Job name : SDC -= Interior structures 01043012 -3 SHEET -3 OF 9/29109 REV. 1: 7/7/10 SEISMIC IBC 2009 Section 1613.1 / ASCE 7 -06 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic- Force- Resisting System = Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = T1 _ Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure 5 Stories? Site Coefficient Fa = Site Coefficient Fv = Sms= Sm1 = Sds = Sdl = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= Qo= Cd = 1E = A16 Light - framed wall systems using flat strap bracing BWS Y Y 12.00 ft. 1.409 0.487 6 D II 12.00 ft. 12.00 ft. 12.00 ft. YES Output 1.000 1.613 1.409 0.737 0.939 0.491 D 0.105 0.623 0.02 0.129 0.939 4 2 3.6 1 Detailing Reference Section = 14.1 & 14.6 Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it Is Site Class "E "or "F ". roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sml = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sdt = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4-7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 W = Building weight (# or kips) Table 12.8 -1 Cu = 1.4 0.236 Section 12.8.1.1 (Eq. 12.8 -2) 0.962 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.041 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) 0.236 Section 12.8.1.1 (Eq. 12.8-2 thru Eq. 12.8 -6) 0.236 'W At strength level USD (Eq. 12.8 -1) 0.166 'W Working (0.7'E) ASD 0.188 'D = + / -.2 Sds D (Eq. 12.4 -4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.235 Fpu min.= 0.188 Fpu max.= 0.376 Fpu design = 0.235 Fp design = 0.164 'wp (Eqs. 12.8 -2 thru 12.8 -6 above) 'wp (min. Section 12.10.1.1) 'wp (max. Section 12.10.1.1) 'wp USD 'wp ASD (0.7'USD) 7/9/2013 EQ. ASCE7 -05 20091BC Seismic INTERIOR.xisx ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 1% �% n 9725 THIRD AVE E NE, SUITE 207, SE,crn.E, WA 98115 (206) 525 --7560 FAX (206) 522 -6698 PROJECT # i /1 /3O/~ 3PROJECT S ' /�� I L 1j! f C/( SUBJECT 1.16/(r fiekir, z ) .5JN t l4y ,S try cw ) 3 75.°) r (i2, foe .......... /. s� 0,z (,o 2 0.20 I (:.J C(J 1 2 ) y 13 w (A s•a) <,._! $' £It,/u -,) v$os v .r 1214i, 2 0. •(!.U()(9)(l) n, .1 (2, (t, z 2s c,J: (MO) IV '?.a (9) DATE (1-9 rr� �� SHEET Or BY 01/ C. Vr'm 0, 235 w of 2 /,vo 5 a (4111 z ' %6 5 Ai O,Z..Sv/....:? 0, ;202_ /2, w. z. 1 N /. 383 C1,<3.) K /�_/ `/- /2(,5)(b)(o. 1"-( 600)) Panel Uses & Information: Designed for use in single -layer floor construction beneath carpet and pad. The span rating is stamped on each panel. Glue- nailing is recommended for Sturd -1 -floor panels, though panels maybe nailed only. Install with smooth side up. Stagger panel end joists. Spacing of 1/8" is recommended at panel ends and edges, unless otherwise indicated. Sturd -I -Floor also features APA Quick -Fit"" Tongue & Groove design so panels fit together quickly and easily, for even faster installations. Panel Size: Nominal 4' X 8' (sized for spacing) Length & Width (minimum): Length Width, Square Edge Width, Tongue & Groove Prescriptive Specifications: Thickness 19/32 PERF CAT 23/32 PERF CAT 1 1/8 PERF CAT Span Rating 20 o.c. 24 o.c. 48 o.c. Construction and Characteristics: 7' -11 %" 2.435 m 3' -11 7/" 1.216 m 3'11'/2' 1.206 m Minimum Nbr Plies Layers 4 -3 4 -3 7- 5or7 -7 Quick Fit T &G RATED STURD.I•FLOOR 20oc SUED FOR SPACING TAG NET WIDTH 47.112 EXPOSURE 1 THICKNESS 0.578 IN. 221 Ps1 -09 UNDERLAYLRNT A PR P443 V 4992 CATEGORY a•.iMr:a.-•n r��=_.».�~i .C:I�.,mF u+..(`�'v- ,m:.:i Trademark examp!es courtesy of APA -The Eng neered Associa hones' Quick _ Fit -T &G RATED STURD•I -FLOOR 24oc SIZED FOR SPACING TAG NET MOTH 474/2 EXPOSURE THICKNESS 0.703 IN. 221 PS4 C9 UNDFRLAYNEHT !l PRP.108 V 2372 CATEGORY APA RATED STURD -I -FLOOR 48oc SIZED FOR SPACING VW NET WIDTH 47.112 EXPOSURE 1 THICKNESS 1.091 IN. 221 PS1.09 UNDERLAYNENT 8 1.118 CATEGORY Building Code Performance Categories 0.563" - 0.625" (14.29mm - 15.88mm) 0.688" - 0.750" (17.46mm - 19.05mm) 1.069" - 1.181" (27.15rnm - 30.00mm) Length /Width Tolerance: +0 ", - 1/16" ( +0, - 1.6mm) Straightness Tolerance: ±1/16" ( ±1.6mm) Squareness Tolerance: ±1/8" (3.2mm) Primary Species Southern Yellow Pine Testing Agency: APA -The Engineered Wood Association Classification: Exposure 1 - Plywood suitable for uses not permantly exposed to the weather. Panels - classified as Exposure 1 are intended to resist the effects of moisture on structural performance as may occur due to construction delays, or other conditions of similar severity. Flame Spread Rating: 76 -200 (tested in accordance with ASTM E84), smoke developed index < 200 Code Fire Classification: Class III or C Building Code Compliance: PS 1 -09 HUD- UM -40, APA V -600 for Exposure 1, APA V -611 for Exterior panels Product Support and Frequently Asked Questions: Please contact APA's Product Support Help Desk at (253) 620 -7400; e-mail: help a apawood.org; or through the APA website at www.apawood.org Boise Cascade LLC 11111 West Jefferson Street, Suite 3001 PO Box 621$oise, ID 837281800 -228 -08151 vAvw bc.com 11/12 International: Exempt from ISPM 15 regulations (ISPM 15: International Standards for Phytosanitary Measures) Formaldehyde Emissions: Exempt from testing or monitoring HUD in the Manufactured Home Construction and Safety Standards. PS 1 and PS 2 structural panels are exempt from testing by the California Air Resources Board (CARB) in the Composite Wood Air Toxic Control Measure (ATCM) Manufacturing Locations: Location Mill Number Zip Harvest Code Radius Oakdale, LA APA 219 Fiorien, LA APA 221 Forestry Certification: SUSTAINABLE FORESTRY INITIATIVE CsrOSrd C'tr ,drum/ r.,- ,,, s.vr. rt4larut PEFC rferr /29- 31-0t 71463 60 miles 71429 70 miles Made from Sustainable Forestry Initiative° (SFI°) certified responsible wood sources. Made from PEFC certified responsible wood sources. Figures 1 -3 courtesy of APA -The Engineered Wood Association FIGURE 2 APA RATED STURD -I -FLOOR 32 oc AND 48 oc (Over Supports 32" o.c.) Stagger end joints • APA RATED STURD -I -FLOOR — 32ocor48oc 2x rim joist or APA Rim Board - 2x Imated\ sill— Notos: 1. Provide adequato - moisture control •�; - \ /� �, 11 and use ground Cover vapor rolarder In crawl •�, space, Ponds mu t be dry betoro op 4ytng finish floor. \ \\ 2. For buildings with wood or stool \ _ framed walls, provkto 314' temporary \� J >i "\ (or 2x2 ledger) expansion pints with separalo floor framing membors and discontinuous crag plates over the Joints, of Intervals that limit continuous floor auras to 7 /8" spacing IS Bo foot maximum In length or width, to allow for accumulated recommended al all edgo expansion during construction In wol weather conditions. 9 Refer to APA Technical Nolo: Temporary Expansion Joints and end joints unless otherwise for Largo Buildings, Form U125, for dolaiUd Information. indicated by panel manufacturer — Js ar 0.c. /0lSt (2x 10stypical) Tongue-and- groove joints (or block edges) Center girder Framing anchors FIGURE 1 APA RATED STURD -I -FLOOR 16, 20, AND 24 oc Stagger end joints APA RATED STURD -I- FLOOR --, 16, 20, 24 oc Carpet and pad 2x rim Joist or APA Rim Board - Blocking with square edge panels t— 2x Joist, Hoists I or floor trusses — 16 ", 19.2", or 24" o.c. 2x treated sill — Notes: 1 Provide adoquate molsturo control and �\ use ground cover vapor retarder In crawl space. \\ Panels must be dry before applying finish floor. 2. For buildings with wood or steel framed wags, provide 3/4' temporary expansion joints with separate floor framing members and discontinuous wall plates over the joints, at Intervals that limit continuous floor areas to 80 feet maximum In length or width, to allow for accumulated expansion during construction In wet weather conditions. Refer to APA Technical-Note: Temporary Expansion Joints for Large Buildings, Form U425, for detailed Information. Construction adhesive opllonal 1/8" spacing Is recommended at all edge and end Joints unless otherwise Indicated by panel manufacturer Tongue - and - groove edges (or 2" lumber blocking behveen supports) FIGURE 3 APA RATED STURD -I -FLOOR 48 oc (Over Supports 48" 0.0.) APA RATED STURD -I -FLOOR 48 oc 2x rim Joist or -- APA Rim Board 2x treated sill Notes: 1. Pruvudo adequate moisture contra and use ground cover vapor retarder 1. �� •\ _ b crawl space. Panels\ must be dry boloro applying \ hnt;h floor 2. For buildings with wood or stool hamod watts, provilo 3!4" temporary oxpans!on pints with separa to floor fronting �. ambers and discontinuous wall plalos Omar lha }Mots, at Interval; that finft continuous floor areas to BO Not maximum In length or width. to allow for eeeumulatod expansion during construction h wot Weather conditions. Refer to APA Technical Note: Temporary Expansion for Large Buildings, Form 0425, for delaiod Information. Tonguo-ond-groovo joints (or block edges) /4x girdor (or doub!o 2x ..connected together) % > 1 sti l It 1a�j1� 2 4x4 post - 1/8" sparing Is recommended nt all edge and and joints unless othorwiso Indicatod by panel manufacturer Product Support and Frequently Asked Questions: Please contact APA's Product Support Help Desk at (253) 620 -7400; e-mail: help a apawoocl.org; or through the APA website at www.apawood.org Boise Cascade LLC 11111 West Jefferson Street, Suite 3001 PO Box 621 Boise, ID 837281800- 228 -08151 www.bc.com 11/12 ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET OFt4 Rev. 1/3/00 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 1 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi ) min. dW = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1/2 "(5/16" tuN.) # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 45 Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 45 Pns= nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pat = allowable tension force per screw # 7 0.1510 14 ga. 0.0713 65 Pnt= nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 65 Pilot= pull -out force per screw # 10 0.1900 Pte= pull -over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head I NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smal er than # 2 or larger than 1/4" with the screw head 1 are not to be used. Fu, = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head I_ be Tess than 1.25 Pns = 3.75 Pas _ Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pal = 3.75 Pat_ E6.3 Shear E6.4 Tension Pas = P ms/3 Pat = P nt /3 For t2/t, < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t23 d)11Fu2 Pull - Out Pas = 0.9 ti d Fu, Pat = 0.283 t2 d Fug as = 0.9 t2 d Fu2 Pull - over Pat =0.5 tidWFut _ For t2/t, > =2.5 Passhall be taken as the smaller of Pas = 0.9t,dFlit Pas = 0.9 t2 d Fu2 For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above two cases 1 ALLOWABLE LOADS (Ibs.) SCREW SIZE GAUGE #12 #10 #8 #6 d = 0.216 d = 0.190 d = 0.164 d = 0.138 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT 25 (18mi1) 76 62 71 45 66 39 60 33 22 (27m11) 139 78 13 68 121 69 111 60 20 (33m11) 188 95 C 77 84 164 72 128 61 18 (43m11) 280 124 263 109 240 94 128 79 16 (54mil) 669 225 400 198 240 171 128 144 14(68m11) 600 283 400 249 240 216 128 181 12 (97m11) 600 404 400 355 240 307 128 268 Min. Edge Dist. and o/c Spacing 11/16 in. 9116 in. 1/2 in. 7/16 In. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. Page 1 7/9/2013 SCREWS.xls R CO V VIEWED FOR E COMPLIANCE APPROVED JUN 11 2013 ity of Tukwilazcz BlJ LDING DIVISION r P10-155 • 1 �I I i l: i; . _4 • li.. 1l I . RECEIVED CITY OF TUKWILA g al JUN 0 7 2013 PERMIT CENTER Engineers Stamp: Project Name: Sahale Snacks Kingspan Additions Project #: 13011 -0177.10 By: KJH Date: 6/6/13 EfGIfEERS 818 STEWART STREET, SUITE 1000 • SEATTLE, WA 98101 PHONE (206) 332 -1900 • Fax: (206) 332 -1800 Sketch # SSK -Ol a Field Sketch: Mechanical Unit Support — Partial Plan 2� C AP iC 3h t, 4 2 0 T '1�(x3s0' - -10" wl (2)51844' TFFRU oz.15 SEC r%b POST PER PLA ra BASE i23 /8x4'(2xo' -to" W112 " 4, C-XP g o4.TS 6.4 29H" GM13ED SE�T�on1 , 6 tt,T /(E)SLAB C gob(T AS 260'0 qv. M hi 1 • 30\ST PER PL) t' QEAM PER PL-Ar4 t CH U,N\T BAS ,os*��RS Engineers Stamp: Project Name: Sahale Snacks Kingspan Additions Project #: 13011 -0177.10 By: I Date: KJH 6/6/13 1 E n G I n E E R S 818 STEWART STREET, SUITE 1000 • SEATTLE, WA 98101 PHONE (208) 332 -1900 • FAX: (206) 332 -1800 Sketch # SSK -0 lb Field Sketch: Mechanical Unit Support — , Detail ,-I[t)SLF ti F3EA i`^ pet ?...A rJ W Au.+.. PEt . PLAN) 1 POST PGg. SAN 1 SEC- -r Io B /5Sk —ol6 n A GgatT 451Pe$.D tie MA-I 1 1 Engineers Stamp: Project Name: Sahale Snacks Kingspan Additions Project #: ; 13011 - 0177.10 By: I Date: KJH I 6/6/13 EriGII-lEERS 618 STEWART STREET, SUITE 1000 • SEATTLE, WA 98101 PHONE (206) 332 -1900 • FAX: (206) 332 -1600 Sketch # SSK -01c Field Sketch: Mechanical Unit Support — Detail SEcn o N Engineers Stamp: Project Name: Sahale Snacks Kingspan Additions I Project #: I13011- 0177.10 $y. KJH Date: 6/6/13 DCI EfGIr1EER5 818 STEWART STREET, SUITE 1000 • SEATTLE, WA 98101 PHONE (208) 332 -1900 • Fax: (206) 332 -1600 Sketch # SSK -OId Field Sketch: Mechanical Unit Support - Detail 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ,Project Summary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address SAHALE SNACKS Date 10/31/2012 3411 SOUTH 120TH PLACE For Building Department Use SEATTLE, WA 98168 Applicant Name: Craft Architects ApplicantAddress: 2505 Third Avenue Suite 324, Seattle, WA 98121 Applicant Phone: 206 - 720 -7001 Fr7LE COPY REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION RECEIV -C . CITY OF TU NOV 0 2012 PERMIT CROW • 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address SAHALE SNACKS Date 10/31/2012 3411 SOUTH 120TH PLACE For Building Department Use SEATTLE, WA 98168 Applicant Name: Craft Architects ApplicantAddress: 2505 Third Avenue Suite 324, Seattle, WA 98121 Applicant Phone: 206 - 720 -7001 Project Description 104,107,106 ❑ Plans Included requirements. 11 New Building ❑ Addition Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Gross Interior Area in ft2 Allowed x Area Manufacturing Manufacturing, IMP ENCLOSURE 1.20 9796 11755 104,107,106 Manuf acturing 1. 20 1650 1980 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 13735 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Manufacturing 1x8 surface mounted fixture 37 85 3130 104, 107, 106 214 LAY IN FLUOR. LIGHT FIXTURE W/ (2) 28W T -5 22 56 1232 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4362 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, Tamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the Tamp wattage) and other criteria as specified in Section 1530. For line voltage 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. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. II ; 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage Q Other Qualification Checklist Note: If occupancy type is "Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. lighting Fixtures: (Section 1521) El Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or lowers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE. 15 -1 Unit Lighting Power Allowance (LPA Use' LPAZ (W /ft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories!, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. POE Engineering, Inc. CIVIL & STRUCTURAL ENGINEERING/CONSULTING 1314 8T1-I STREET N.E., SUITE 201 AUBURN, WASHINGTON 98002 (253) 833 -4052 • FAX (253) 833 -4053 October 31, 2012 FILE COPY Craft Architects 2505 Third Avenue, Suite 324 Seattle, WA 98121 Attn: Ms. Sarah Devlin Re: Sahale Snacks Scale Deck Platforms 3411 South 120th Place, Tukwila, WA Dear Sarah, This letter is written to accompany calculations and details for the Saha le Snack Scale Deck Platforms to be located within the building at 3411 South 120th Place in Tukwila. The deck is designed for 75psf of live load along with the 1,500 pound scale (includes 400 pounds of added product weight). Scale deck height is to be 94 inches above the concrete floor. The supporting floor will be required to be a minimum of 5" thickness of 3ksi concrete supported by 1,750psf bearing soils. See sheet 2 of the attached analysis for the deck framing plan. All connections to be welded unless noted otherwise. Decking is to be aluminum diamond plate span rated for 75psf of live load with a 24" span spot welded to the deck frame. Allow for dissimilar metals as/if required. Connect deck frame to the columns per detail on sheet 15. Provide column base plates per detail sheet 16. See sheets 17 & 18 for structural notes. Please call with any comments or questions. Sincerely, POE Engineering, Inc. or Alan F. Poe, P.E. Attachment REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION RECEiVEi) CITY OF TUKWILA /o ,/.ee //2. NOV O 1 2012 17 PERMIT CENTER 2.-- �S POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Aubum, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB Z O S S SHEET NO. t OF t V CALCULATED BY ih' ce DATE CO ( 2 ` /17.a CHECKED BY DATE SCALE 14*. 4A) It• ®�a c 1.-Ni e-#4L. r C e4^ CAC.., S:2 PC. o t,..eM..L — C�-� ,a � SVE• . °r te 4rt �s� � L bl. 1) toe "'t tt � Lw LAI:01,4216 ` t 6 Ps g G€L• ° r 4e4 isf,.g i 1 l s.- erea ritdty VS1 * NeD `l4t sPa 'L8- 6 (601.r 41 t _Cr (re k l 11. x".®44 Z 4t, t, PL C 81.0 PPS V(' 42011 tom. a Sat `kav r G 4-14 g l rat 3 A..= 6.35 Q-/ 7e71, le SAa s ®1 bloc ct * 'C at, t, P s. Sv. ttgt L ► 4 6144 ∎C get' A• o eef ,a 4, lier •-( (J\ .25'xi"x33" rectangle tubing '.r kirK oat d €&4'-.2 (4-) P"4"-.I j suer \S. 6 Foot. G G.T�S.rs� Ft2.750C i00000" .•.:JJJJ Notes: 1. All connections to be welded unless noted otherwise. 2. Decking is to be aluminum diamond plate span rated for 75psf of live load with a 24" span spot welded to the deck frame. 3. Allow for dissimilar metals as/if required. 4. See sheets 17 & 18 for structural notes. Lo =-a 240 000. °eammeecem seeme" 48.0000 eaemeamememecemars ^^^» 24 0 0.75( - • - - . 9 975'k'"x4" rectangle tubing L a 26.7500 Sgi3:,re tubing 2.7800 sA s.s. 6,006 >o `/4r. S v9 000 r.v-s, �+ i4 se s ‘07 tftte e. rtasucweeTGe -) POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Aubum, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB tZ - a SS SHEET NO. 3. OF CALCULATED BY AFP DATE t40 / 2 C / 11., CHECKED BY DATE SCALE PiCt+., wv cts kA h t <4C $ a t4.1r a..' ca r€ .' e 1 ,c-oo4 l /Z c,®ae 4*r sea ms ri.CW NAA .. / ci.oP.► `tot. k 3a)r14" 4E006 g 4t. 4 .ta°L s 5 11..147 1, `q, ®. go* t! t* Pif. 4e � Zq.,e . 6 474 c�.�vP•- c..o+� Sas 11" r`F C 1s l t� $ 4(` led A 'Wdi %-tr ' W teArl Ito./ b�s1 9)e6 `iH gt•ctr 41E. kg (vc *SC' PPf �-' F b� L Cam, tratt.o • S o • (17 Je4 S 3, 0. ■clks\ s sic� °i-�� . / �,�►�.w &IA r 6 POE Engineering, Inc. 13148th StNE#201 Auburn WA 98002 253 - 833 -4052 Title Block° selection. Title Block Line 6 Title : Dsgnr. Project Desc.: Project Notes : F Job # 411 Pied: 16 SEP 2010, 11:05AM Steel Beam Design Description : Perimeter Support Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination 2006IBC&ASCE7 -05 Unbraced Lengths First Brace starts at 2.0 ft from Left -Most support Regular spacing of lateral supports on length of beam = 2.0 ft Cilt>xximenta and SettingsVilenIMy Document ENERCAt.0 Date files110 039406 • ENERCALC INC.1983.2011 Vet 6.1.51, 14:29204- tti& 0.?04}e, !"�£?£JE :;E1)#4i): .R..l�t >t3SiG Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 46.0 ksi E: Modulus : 29, 000.0 ksi D(0.55) L(0.2) D(0.08) J (0.375) Span =20.0ft HSS8X6X3/8 r Applied Loads Uniform Load : D = 0.080, L = 0.3750 k/ft, Point Load : D = 0.550, L = 0.20 k @ 10.0 DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. Tributary Width =1.0 ft ft Desi OK 0.479: 1 HSS8X6X3 /8 26.500 k -ft 55.319 k -ft +D+L+H 10.000ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.619 in Ratio = 0.000 in Ratio 0.815 in Ratio = 0.000 in Ratio = 388 0 <360 294 0 <240 0.061 : 1 HSS8X6X3 /8 4.925 k 80.208 k +D+L+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 2.00 ft 1 0.162 0.061 8.94 Dsgn. L = 2.00 ft 1 0.290 0.050 16.06 8.94 Dsgn. L = 2.00 ft 1 0.386 0.039 21.36 16.06 Dsgn. L = 2.00 ft 1 0.449 0 027 24 84 21.36 Dsgn. L = 2.00 ft 1 0.479 0.016 26.50 24.84 Dsgn. L = 2.00 ft 1 0.479 0.016 26.50 24.84 Dsgn. L = 2.00 ft 1 0.449 0.027 24.84 21.36 Dsgn. L = 2.00 ft 1 0.386 0.039 21.36 16.06 Dsgn. L = 2.00 ft 1 0.290 0.050 16.06 8.94 Dsgn. L = 2.00 ft 1 0.162 0.061 8.94 +0 Dsgn. L = 2.00 ft 1 0.036 0.013 1.99 Dsgn. L = 2.00 ft 1 0.066 0.011 3.66 1.99 Dsgn. L = 2.00 ft 1 0.091 0.009 5.01 3.66 Dsgn. L = 2.00 ft 1 0.109 0.007 6.04 5.01 Dsgn. L = 2.00 ft 1 0.122 0.005 6.75 6.04 Dsgn. L = 2.00 ft 1 0.122 0.005 6.75 6.04 Dsgn. L = 2.00 ft 1 0.109 0.007 6.04 5.01 Dsgn. L = 2.00 ft 1 0.091 0.009 5.01 3.66 Dsgn. L = 2.00 ft 1 0.066 0.011 3.66 1.99 Dsgn. L = 2.00 ft 1 0.036 0.013 1.99 +D+L +H Dsgn. L = 2.00 ft 1 0.162 0.061 8.94 Dsgn. L = 2.00 ft 1 0.290 0.050 16.06 8.94 8.94 92.38 55.32 1.62 1.00 4.93 133.95 80.21 16.06 92.38 55.32 1.20 1.00 4.02 133.95 80.21 21.36 92.38 55.32 1.10 1.00 3.11 133.95 80.21 24 84 92.38 55.32 1.05 1.00 2.20 133.95 80.21 26.50 92.38 55.32 1.02 1.00 1.29 133.95 80.21 26.50 92.38 55.32 1.02 1.00 1.29 133.95 80.21 24.84 92.38 55.32 1.05 1.00 2.19 133.95 80.21 21.36 92.38 5532 110 1.00 3.10 133.95 80.21 16.06 92.38 55.32 1.20 1.00 4.01 133.95 80.21 8.94 92.38 55.32 1.62 1.00 4.92 133.95 80.21 1.99 92.38 55.32 1.63 1.00 1.08 133.95 80.21 3.66 92.38 55.32 1.21 1.00 0.92 133.95 80.21 5.01 92.38 55.32 1.11 1.00 0.76 133.95 80.21 6.04 92.38 55.32 1.07 1.00 0.60 133.95 80.21 6.75 92.38 55.32 1.04 1.00 0.43 133.95 80.21 6.75 92.38 55.32 1.04 1.00 0.44 133 95 80.21 6.04 92.38 55.32 1.07 1.00 0.59 133.95 80.21 5.01 92.38 55.32 1.11 1.00 0.75 133.95 80.21 3.66 92.38 55.32 1.21 1.00 0.91 133.95 80.21 1.99 92.38 55.32 1.63 1.00 1.07 133.95 80.21 8.94 92.38 55.32 1.62 1.00 4.93 133.95 80.21 16.06 92.38 55.32 1.20 1.00 4 .02 133 9.5 80.21 POE Eniineering, Inc. 1314 8th St NE #201 Auburn WA 98002 253 - 833-4052 Title Block° selection. Title : Dsgnr. Project Desc.: Project Notes : Job* Title Block Line 6 Pmded:16 SEP 2010, 11:05AM Fits; :G10ocaments 610d SettingSVOEMINly Docurne itakENERCIL.0 Data Fiilas110- 039.ec6 I:NERCALC ittQ 1983•2010.1Ier.5.151, N29204 as WA&it02ttt 2.: ::< ><: >:<: >:<:::> < .. Steel Beam Design Description : Perimeter Support Load Combination Segment Length Span # Max Stress Ratios inEEM C, Summary of Moment Values M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Summary of Shear Values Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 2.00 ft Dsgn. L = 2.00 ft Dsgn. L = 2.00 ft Dsgn. L = 2.00 ft Dsgn. L = 2.00 ft Dsgn. L = 2.00 ft 0.390 0.390 0.364 0.312 0.234 0.130 0.013 0.013 0.022 0.031 0.040 0.049 Overall Maximum Deflections - Unfactored Loads 21.56 21.56 20.14 17.27 12.96 7.20 20.14 20.14 17.27 12.96 7.20 21.56 21.56 20.14 17.27 12.96 7.20 92.38 92.38 92.38 92.38 92.38 92.38 55.32 1.02 1.00 55.32 1.02 1.00 55.32 1.05 1.00 55.32 1.10 1.00 55.32 1.20 1.00 55.32 1.62 1.00 1.07 1.07 1.80 2.52 3.24 3.96 133.95 133.95 133.95 133.95 133.95 133.95 80.21 80.21 80.21 80.21 80.21 80.21 Load Combination Span Max. ° ° Defl Location in Span Load Combination D +L 1 0.8146 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 10.100 Support notation : Far left is #1 Max. ° +° Defl 0.0000 Values in KIPS Location in Span 0.000 Overall MAXimum D Only L Only D +L 4.925 1.075 3.850 4.925 4.925 1.075 3.850 4.925 Sahale Snacks Date and Time: 9/16/2010 11:07:35 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Period MCE Sa (sec) ( %g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = FvS1, Fv = 1.52 ®t..-!aL #4%(`-.11 iii (t. a‘ IL— lir46 k"? Tam tc,k- vcd 1• w•t • dr - 12. , ° t POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Aubum, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB t Z - SS SHEET NO. \ OF CALCULATED BY A■ ig-ta DATE t ® j 2 1 I ( � CHECKED BY DATE SCALE e. C'Sb * R.. 4 Zass2 4 84Der Q— Sat' 1444 cis Zoo S-.45 r , 9 ® to 4, t , o$ +`'fit,. 3 •ads ti- t� A i 2/ epR O. tt•p-'v Q _*s . two %rim eon' POE Engineering, Inc. 13148th StNE#201 Auburn WA 98002 253 - 833-4052 Title Block° selection. Title Block Line 6 Title : Dsgnr. Project Desc.: Project Notes : 2 -D. Frame',AnaIysils. escription : Long Side Frame Job # Printed: 16 SEP 2010, 2:04PM Fib: C10oe?ts MVO $14611:10A164144 OrAnThantal4ERCALO Data Filas110 -039 ec6 ENEFICALC, INC. 1983.2010 Ver.6.£31.: N.29204 Joints... Joint Label Joint Coordinates X ¥ ft ft X Restraint Y Restraint Z Restraint Joint Temp d eg 1 2 3 4 0.0 0.0 20.0 20.0 0.0 7.830 7.830 0.0 Foxed Foxed Fixed Fixed Foxed Fixed 0 0 0 0 Members... Member Label A B C Property Label Endpoint Joints I Joint J Joint Member Length ft I End Releases X Y Z J End Releases X Y Z Column Beam Column 1 2 2 3 3 4 7.830 20.000 7.830 Fixed Foxed Free Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Free Materials... Member Label Default Steel Youngs ksi Density kcf Thermal in/degr Yield ksi 1.00 29,000.00 0.000 0.490 0.000000 0.000650 1.00 46.00 Section Sections... Prop Label Group Tag Material Area Depth Width box HSS6X6X1 /4 HSS8X6X1 /4 Column Beam Steel Steel 5.240 in "2 6.170 in"2 6.0 in 8.0 in 6.0 in 6.0 in 28.60 inM 56.60 in"4 Iyy 28.60 inA4 36.40 in"4 Joint Loads.... Load Joint Label Direction Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth 2 1 Global X 0.3890 k POE Engineering, Inc. 13148th StNE#201 Aubum WA 98002 253 - 833 -4052 Title Block° selection. Title Block Line 6 2 -D Frame Anal Description : Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 18 SEP 2010, 2:04PM at, Fib; C ccvmsntaandSd6ngsWtarAayDocu eritaNDIERC,ALCDetaFhs410 394166:: ENERCALC, INC. 19834010, 6.1.51. At:29204 Long Side Frame Joint Loads.... Joint Label Load Direction 3 I Global X Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth 0.3890 k Member Point Loads.... Member Load Distance from Label Direction "I" Joint Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth B Global Y 10 ft 0.550 0.20 Member Distributed Loads.... k Member Label B Load Direction Clobal Y Load Extents Start ft End0.0 j Start Maq : 0.080 20.0 End Mad : 0.080 Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth 0.3760 k/ft 0.3750 k/ft Load Combinations... Load Combination Group Gravity Load Facto Load Combination Factors Description Multiplier X Y Dead Roof Live Live Snow Seismic Wind Earth +D+L+H +D+0.70E+H +D+0.750L+0.750S+0.5250E+H +1.20D+0.50Lr +1.60L +1.60H +1.20D+0.50L+0.20S+E +0.90D+E +1.60H 1.0 1.0 1.0 1.0 1.0 -1.0 -1.0 -1.0 -1.0 -1.0 .0 1.0 1.0 1.20 1.20 0.90 .0 0.70 0.750 0.750 0.5250 0.50 1.60 0.50 0.20 1.0 1.0 1.0 1.0 1.0 1.60 1.60 Joint Displacements & Reactions for Load Combination : Member Label Joint Label LoadCombination Joint Displacements X Y in in Z Radians X k Joint Reactions Y k Z k -ft 1 +D+L+H .0000 .0000 0.0 1.493 5.275 0.0 2 +D+L+H 0.001001 -0.003218 -0.005308 0.0 0.0 0.0 3 +D+L+H -0.001001 -0.003218 0.005308 0.0 0.0 0.0 4 +D+L+H .0000 .0000 0.0 -1.493 5.275 0.0 1 +D+0.70E+H .0000 .0000 0.0 0.1267 1.211 0.0 2 +D+0.70E+H 0.1497 -0.000706 -0.002043 0.0 0.0 0.0 3 +D+0.70E+H 0.1492 -0.000970 0.000794 0.0 0.0 0.0 4 +D+0.70E+H .0000 .0000 0.0 -0.6713 1.638 0.0 1 +D+0.750L+0.7505+0.5250E+H .0000 .0000 0.0 1.015 4.152 0.0 2 +D+0.750L+0.750S+0.5250E+H 0.1129 -0.002524 -0.004804 0.0 0.0 0.0 3 +D+0.750L+0.750S+0.5250E+H 0.1113 -0.002722 0.003867 0.0 0.0 0.0 4 +D+0.750L+0.750S+0.5250E+H .0000 .0000 0.0 -1.424 4.472 0.0 1 +1.200+0.50Lr +1.60L +1.60H .0000 .0000 0.0 2.218 7.80 0.0 2 +1.20D+0.501r +1.60L +1.60H 0.001487 -0.004779 -0.007884 0.0 0.0 0.0 3 +1.20D+0.50Lr +1.60L +1.60H -0.001487 -0.004779 0.007884 0.0 0.0 0.0 4 +1.20D+0.50Lr +1.60L +1.60H .0000 .0000 0.0 -2.218 7.80 0.0 1 +1.20D+0.50L+0.20S+E .0000 .0000 0.0 0.6251 3.260 0.0 2 +1.20D+0.50L+0.20S+E 0.2142 -0.001973 -0.004498 0.0 0.0 0.0 3 +1.20D+0.50L+0.20S+E 0.2128 -0.002349 0.002713 0.0 0.0 0.0 4 +1.20D+0.50L+0.20S+E .0000 .0000 0.0 -1.403 3.869 0.0 1 +0.90D+E +1.60H .0000 .0000 0.0 -0.02398 1.012 0.0 2 +0.90D+E +1.60H 0.2138 -0.000583 -0.002190 0.0 0.0 0.0 3 +0.90D+E +1.60H 0.2133 -0.000960 0.000405 0.0 0.0 0.0 4 +0.90D+E +1.60H .0000 .0000 0.0 -0.7540 1.622 0.0 Member End Forces for Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear k k Moment k -ft Joint " J " End Forces Axial Shear k k Moment k_ft a b c +D+L+H +D+L+H +D+L+H 5.275 1.493 5.135 -1.493 5.135 1.493 0.0 11.691 11.691 -5.135 -1.493 -5.275 1.493 5.135 -1.493 - 11.691 - 11.691 0.0 POE Engineering, Inc. 1314 8th St NE #201 Auburn WA 98002 253 -833 -4052 Title Block° selection. Title Block Line 6 Description: Title : Dsgnr: Project Desc.: Project Notes : Long Side Frame Job # kO Printed: 16 SEP 2010, 2:04PM Fib: C:wocumerits and SethngssAlanVMy 1 xum %ENERCALC Data Filisk1O-039.ec6. FNERCALC, INC 1983.2011 Ver61.61, N:29204 _ !ME Member End Forces for Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear Moment k k k -ft a b c a b c a b c a b c a b c +D+0.70E+H +D+0.70E+H +D+0.70E+H +0+0.750L+0.750S+0.5250E+H +D+0.750L+0.750S+0.5250E+H +D+0.750L+0.750S+0.5250E+H +1.20D+0.50Lr +1.60L +1.60H +1.20D+0.50Lr +1.60L +1.60H +1.20D+0.50Lr +1.60L +1.60H +1.20D+0.50L+0.20S+E +1.20D+0.50L+0.20S+E +1.20D+0.50L+0.20S+E +0.90D+E +1.60H +0.90D+E +1.60H +0.90D+E +1.60H 1.211 0.3990 1.498 4.152 1.220 4.332 7.80 2.218 7.660 3.260 1.014 3.730 1.012 0.3650 1.482 -0.1267 1.072 0.6713 -1.015 4.013 1.424 -2.218 7.660 2.218 -0.6251 3.120 1.403 0.02398 0.8729 0.7540 0.0 0.9923 5.257 0.0 7.950 11.148 0.0 17.363 17.363 0.0 4.894 10.986 0.0 -0.1878 5.904 Joint " J " End Forces Axial Shear Moment k k k.ft -1.072 - 0.3990 -1.638 -4.013 -1.220 -4.472 -7.660 -2.218 -7.80 -3.120 -1.014 -3.869 -0.8729 -0.3650 -1.622 0.1267 1.498 -0.6713 1.015 4.332 -1.424 2.218 7.660 -2.218 0.6251 3.730 -1.403 -0.02398 1.482 -0.7540 -0.9923 -5.257 0.0 -7.950 - 11.148 0.0 - 17.363 - 17.363 0.0 -4.894 - 10.986 0.0 0.1878 -5.904 0.0 Maximum Member Forces Only Load Combinations giv ng maximum values are listed Member Label A B C Axial Distance from °r Joint Moment Distance from "I" Joint Shear Distance from °I° Joint 7.80k 0.0 if 1.20D+0.50Lr +1.60L +1.60H 2.218k 0.0 ft 1.20D +0 50Lr+ 1601+ 1 60H 7.80k 0.6525 ft 1.200+0.501r+ 1.601+ 1.60H 17.363 k -ft 0.6525 ft 1.20D +0.501r +1.60L +1.60H - 23.272 k -ft 0.8503 ft 1 20D+0 50L r+ 1601+1 60H 17.363 k -ft 0.0 ft 1.200+0.50Lr+ 1.601+ 1.60H -2.218 k 0.0 ft O +0.501r +1.60L +1.60H 7.660 k 0.0 ft 0+0 50Lr +1.60L +160H 2.218 k 0.0 ft D+0..50(x+ 1.60L+ 1.60H Steel Stress Checks... Using 13th Edition AISC Code Member Label Section Label Material Governing Load Combination Max Axial + Bending Stress Ratios Stress Ratio Status Location (ft) Max Shear Stress Ratios Stress Ratio Status Location (ft) A °'.., B C Column Beam Column Steel +1.20D+0.50Lr +1.60L +1.60 0.705 Steel +1.20D+0.50Lr +1.60L +1.60 0.612 Steel +1.20D+0.50Lr +1.60L +1.60 0.705 PASS PASS PASS 7.83 10.20 0.00 0.054 0.136 0.054 PASS PASS PASS 0.00 0.00" 0.00 POE Engineering, Inc. 13148th StNE#201 Aubum WA 98002 253 - 833-4052 Title Block° selection. Title Block Line 6 Title : Dsgnr. Project Desc.: Project Notes : 2- .Frame Anal Description : End Frame Job # Prvded 16 SEP 2010, 2:11PM Fill: 0\Doamer+ts and Setli Wen1my DonamentrAENERCALC Data Filas110- 039.4x6 ENE CALL, INO.1983 010 Vet 6}41 N:29204 Joints... Joint Label Joint Coordinates X Y ft ft X Restraint Y Restraint Z Restraint Joint deegg 1 2 3 4 0.0 0.0 10.0 10.0 0.0 7.830 7.830 0.0 Fixed Fixed Fixed Fixed Fixed Fixed 0 0 0 0 Members... Member Label Property Label Endpoint Joints I Joint J Joint Member Lenftgth I End Releases X Y Z J End Releases X Y Z A B C Column Beam Column 1 2 2 3 3 4 7.830 10.000 7.830 Fixed Fixed Free Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Free Materials... Member Label Youngs ksi Density kcf Thermal in/degr Yield ksi Default Steel 1.00 29,000.00 0.000 0.490 0.000000 0.000650 1.00 46.00 Section Sections... Prop Label Group Tag Material Area Depth Width Ixx lyy Default HSS6X6X1 /4 HSS8X6X1 /4 Group Column Beam Default Steel Steel 1.0 inA2 5.240 inA2 6.170 inA2 0.0 in 6.0 in 8.0 in 0.0 in 6.0 in 6.0 in 1.0 inM 28.60 inM 56.60 inA4 1.0 inM 28.60 inA4 36.40 inA4 2 3 D(1. .85) i O(1.tenl 389) NColumn C/Cclumn 1 4 )40,\ Joints... Joint Label Joint Coordinates X Y ft ft X Restraint Y Restraint Z Restraint Joint deegg 1 2 3 4 0.0 0.0 10.0 10.0 0.0 7.830 7.830 0.0 Fixed Fixed Fixed Fixed Fixed Fixed 0 0 0 0 Members... Member Label Property Label Endpoint Joints I Joint J Joint Member Lenftgth I End Releases X Y Z J End Releases X Y Z A B C Column Beam Column 1 2 2 3 3 4 7.830 10.000 7.830 Fixed Fixed Free Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Free Materials... Member Label Youngs ksi Density kcf Thermal in/degr Yield ksi Default Steel 1.00 29,000.00 0.000 0.490 0.000000 0.000650 1.00 46.00 Section Sections... Prop Label Group Tag Material Area Depth Width Ixx lyy Default HSS6X6X1 /4 HSS8X6X1 /4 Group Column Beam Default Steel Steel 1.0 inA2 5.240 inA2 6.170 inA2 0.0 in 6.0 in 8.0 in 0.0 in 6.0 in 6.0 in 1.0 inM 28.60 inM 56.60 inA4 1.0 inM 28.60 inA4 36.40 inA4 POE Engineering, Inc. 1314 8th St NE #201 Aubum WA 98002 253-833-4052 Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : 2 -D Frame Analysis Description: End Frame Job # (2, Printed: 16 SEP 2010, 211PM Ei1a; C10ocuments and SethngsiAlenVvy Doaments1ENERCALC Data Files110-039.eo6:: ENERCALC wc. 1983-2010 Ver.6.1.61, N:29204 Joint Loads.... Joint Label 2 2 3 3 Load Direction Global X Global Y Global X Global Y Dead 1.080 1.080 Roof Live Load Magnitude Live Snow Seismic 0.3890 3.850 3.850 0.3890 Wind Earth k k k k Member Distributed Loads.... Member Label B Load Direction Global Y Load Extents Start ft End .0 Start Mao : 10.0 End Mao : Load Magnitude Dead Roof Uve Uve Snow Seismic Wind Earth 0.0360 0.0360 0.160 0.150 Load Combinations... k/ft k/ft Load Combination Description Group Multiplier +D+L+H +D+0.70E+1- +D+0.750L+0.750S+0.5250E+H +1.20D +1.60L+0.50S +1.60H +1.20D+0.50L+0.20S+E +0.90D+E +1.60H 1.0 1.0 1.0 1.0 1.0 1.0 Gravity Load Factors X Y -1.0 -1.0 -1.0 -1.0 - 1.0 - 1.0 Load Combination Factors Dead Roof Live Live Snow Seismic Wind Earth 1.0 1.0 1.0 1.20 1.20 0.90 1.0 0.750 1.60 0.50 0.70 0.750 0.5250 0.50 0.20 1.0 1.0 1.0 1.0 1.0 1.60 1.60 Joint Displacements & Reactions for Load Combination : Joint Label LoadCombination Joint Displacements X Y in in Z Radians X k Joint Reactions Y k Z k -ft 1 +0+.141 .0000 .0000 0.0 0.1083 6.105 0.0 2 +0+1+4-1 .0000360 -0.003731 -0.000385 0.0 0.0 0.0 3 +04+1i - .0000360 -0.003731 0.000385 0.0 0.0 0.0 4 +D+L+H .0000 .0000 0.0 -0.1083 6.105 0.0 1 +D+0.70E+H .0000 .0000 0.0 -0.2425 1.078 0.0 2 +D+0.70E+H 0.1205 -0.000623 -0.000422 0.0 0.0 0.0 3 +D+0.70E+H 0.1205 -0.001151 -0.000210 0.0 0.0 0.0 4 +1J*0.70E41 .0000 .0000 0.0 -0.3021 1.931 0.0 1 40+0.750L+0.7508+0.5250E+H .0000 .0000 0.0 -0.1155 4.635 0.0 2 +0+0.750L+0.750S+0.5250E+H 0.09039 -0.002823 -0.000552 0.0 0.0 0.0 3 +D+0.750L+0.750S+0.5250E+H 0.09033 -0.003218 .0000780 0.0 0.0 0.0 4 +D+0.750L+0.750S+0.5250E+H .0000 .0000 0.0 -0.2929 5.274 0.0 1 +1.200 +1.60L+0.50S +1.601-1 .0000 .0000 0.0 0.1592 9.117 0.0 2 +1.200 +1.60L+0.50S +1.6011 .0000530 -0.005594 -0.000565 0.0 0.0 0.0 3 +1.200 +1.60L+0.50S +1.60H - .0000530 -0.005594 0.000565 0.0 0.0 0.0 4 +1.200 +1.601+0.508 +1.6011 .0000 .0000 0.0 -0.1592 9.117 0.0 1 +1.20D+0.50L+0.20S+E .0000 .0000 0.0 -0.3162 3.447 0.0 2 +1.20D+0.50L+0.20S+E 0.1721 -0.002088 -0.000710 0.0 0.0 0.0 3 +1.20D+0.50L+0.20S+E 0.1721 -0.002842 -0.000193 0.0 0.0 0.0 4 +1.20D+0.50L+0.20S+E .0000 .0000 0.0 -0.4618 4.666 0.0 1 +0.900+E +1.60H .0000 .0000 0.0 -0.3611 0.7694 0.0 2 +0.900+E +1.60H 0.1721 -0.000433 -0.000551 0.0 0.0 0.0 3 +0.900+E +1.60H 0.1721 -0.001186 -0.000352 0.0 0.0 0.0 4 +0.900+E +1.60H .0000 .0000 0.0 -0.4169 1.988 0.0 Member End Forces for Load Combination : Member Label Load Combination Joint " I " End Forces Axial Shear k k Moment k -ft Joint " J " End Forces Axial Shear k k Moment k -ft a b c a b +D+L+H +D+L+H +D+L+H +D+0.70E+H +D+0.70E+H 6.105 0.1083 5.965 1.078 0.02982 -0.1083 1.035 0.1083 0.2425 -0.1414 0.0 0.8480 0.8480 0.0 -1.899 -5.965 -0.1083 -6.105 -0.9386 -0.02982 0.1083 1.035 -0.1083 -0.2425 0.7114 -0.8480 -0.8480 0.0 1.899 -2.366 • POE Engineering, Inc. 1314 8th St NE #201 Aubum WA 98002 253 - 833 -4052 Title Block" selection. Title Block Line 6 Title : Dsgnr. Project Desc.: Project Notes : -D Frame Analysis: L 10,41060424)0 ' ...:::,::.,........... . escription : End Frame Job # Printed: 16 SEP 2010, 211PM fib: C:1DocumenlsendSat8n90181 MYClocumentaNEReALCDatefibs 110-039.ec6 ENERCALC INC 1983.2010 Ver 61.51 N29204 Member End Forces for Load Combination : Member Label Section Label Material Governing Load Combination Member Label Load Combination Joint " I " End Forces Axial Shear k k_ Moment k -ft Joint " J " End Forces Axial Shear k k Moment k -ft _ c +D+0.70E+H 1.791 0.3021 2.366 -1.931 -0.3021 0.0 a +D+0.750L+0.750S+0.5250E+H 4.635 0.1155 0.0 -4.495 -0.1155 0.9047 b +0+0.750L+0.7508+0.5250E+H 0.08868 0.5277 -0.9047 -0.08868 1.167 -2.293 c +0+0.750L+0.750S+0.5250E+H 5.135 0.2929 2.293 -5.274 -0.2929 0.0 a +1.20D +1.60L+0.50S+1.60H 9.117 -0.1592 0.0 -8.977 0.1592 -1.246 b +1.20D +1.60L+0.50S +1.60H 0.1592 1.521 1.246 -0.1592 1.521 -1.246 c +1.20D+1.60L+0.50S +1.60H 8.977 0.1592 1.246 -9.117 -0.1592 0.0 a +1.200+0.50L+0.20S+E 3.447 0.3162 0.0 -3.308 -0.3162 2.476 b +1.20D+0.50L+0.20S+E 0.07283 0.08680 -2.476 -0.07283 1.305 -3.616 c +1.20D+0.50L+0.20S+E 4.526 0.4618 3.616 -4.666 -0.4618 0.0 a +0.90D+E +1.60H 0.7694 0.3611 0.0 -0.6298 -0.3611 2.827 b +0.90D+E +1.60H 0.02794 -0.3422 -2.827 -0.02794 0.8762 -3.265 c +0.900+E +1.60H 1.848 0.4169 3.265 -1.988 -0.4169 0.0 Maximum Member Forces Only Load Combinations giving maximum values are listed Member Label Axial Distance from "I° Joint Moment Distance from T Joint Shear Distance from T Joint A B C 9.117k 0.0 ft 1.20D+ 1.60L +0.505+ 1.60H 0.1592k 0.0 ft 1.200+1. 60L+0. 50S+ 1.60H 9.117k 0.6525 ft 1.20D+ 1.60L +0.505+ 1.60H -2.827 k -ft 0.6525 ft +0.900 +E +1.60H 3.616 k -ft 0.8333 ft +1.200+0. 50L+0.20S+E 3.616 k -ft 0.0 ft +1.200+0. 50L+0.20S+E 0.3611 k 0.0 ft +0.900 +E +1.60H 1.521 k 0.0 ft )D+ 1.60L +0.50S+ 1.60H 0.4618 k 0.0 ft 1.1.200 +0.50L +0.205 +E Steel Stress Checks... Using 13th Edition AISC Code Member Label Section Label Material Governing Load Combination Max. Axial + Bending Stress Ratios Stress Ratio Status Location (ft) Max. Shear Stress Ratios Stress Ratio Status Location (ft) A B C Column Beam Column Steel +0.900+E +1.60H 0.112 Steel +1.20D+0.50L+0.20S+E 0.093 Steel +1.20D+0.50L+0.20S+E 0.158 PASS PASS PASS 7.83 10.00 0.00 0.009 0.027 0.011 PASS PASS PASS 0.00 0.00 0.00 POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Aubum, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO. CALCULATED BY CHECKED BY DATE SCALE t-t. - ®sS Afecie OF DATE teb r1tIrt 4) 5.64 ci = 4'. t.� ••a R' AaeT %A.." `,' SW' Ps f R4-4 to 6+►' —�-- ■ • s k k /(l*".) a r PA*. 1-'• a (46. V 914 ) (s d jl/ b a .ecck �- w '�' c (..t/') �da +� 0 . S$ v • POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Aubum, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB 1$° cass SHEET NO. CALCULATED BY A P.--fa DATE r 3 t 1 L CHECKED BY DATE SCALE OF Sra.e.)¢■‘-`• r°® dl14, yet , CL a g.Fa♦sr (�„ %4 840 6 tic; 404e ro l Cs.P 3 4b Goy 31a` c.,kr &. God. �o s CAA � StApe, otte G �v w((, 3l4 c9 S( —r 6' (.....4s 6t.SS ice $o Vlki %ass 6 )C /b L -X vc? Ss 43 bo 6)o t /qe es (F numb c.. POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Aubum, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB t li- ® E . r ° SHEET NO io OF k CALCULATED BY CHECKED BY DATE SCALE DATE toe 2C /rt. A ,, STRUCTURAL NOTES: DESIGN LOADS / CODES Building Code —2009 IBC Deck Live Load 75 PSF Scale Load 1,100# + 400# product Seismic Site Class D, Use Group 1 Sds = 0.937 Required Soil Bearing Capacity (DL +LL) 1,750 PSF Required Slab 5" minimum thickness of 3ksi Concrete GENERAL NOTES tg! All materials and workmanship shall conform to the drawings and the specifications (if any). During the construction period the contractor shall be responsible for the safety of the building /scale deck. The contractor shall provide adequate shoring, bracing, and guys in accordance with all national, state, and local safety ordinances. Any deviation must be approved prior to erection. All erection procedures shall conform to OSHA standards. Any deviations must be approved by OSHA prior to erection. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used subject to review by the Engineer. FOUNDATIONS The scale deck column base plates are designed to be supported on a minimum of a 5" thick 3ksi concrete slab bearing on compacted soils with an allowable soils bearing pressure of 1,750psf minimum. The slab may need to be cored and underlying soils certified by a soils engineer or test laboratory prior to the placement of the scale deck. NON - SHRINK GROUT Non - shrink grout shall have a minimum compressive strength of 4,500 PSI. Use non - metallic, non - shrink grout in exposed conditions. A 4. 1 EXPANSION ANCHORS Expansion anchors shall be Simpson Strong -Bolt or equivalent approved by the Engineer (accompanied by current ICC /ICBO Report - 2009 IBC compliant). Install anchors per ICC /ICBO Report number ESR- 1771. Special inspection is required during installation. Do not cut or damage existing reinforcing to install anchors. ADHESIVE ANCHORS Adhesive anchors shall be Simpson SET -XP (ICC /ICBO ER -2508) with A307 threaded rod, or an equivalent system (accompanied by a current ICC /ICBO Report - 2009 IBC compliant for seismic loading) approved by the Engineer. Install anchors per ICC /ICBO Report number ER -2508. Special inspection is required during installation. Do not cut or damage existing reinforcing to install anchors. STRUCTURAL STEEL All methods and materials shall conform to IBC Chapter 22 and the AISC Specification, latest edition, for the Design, Fabrication and Erection of Structural Steel for Buildings. Material for structural shapes shall be ASTM A572 grade 50 (Fy= 50ksi). Material for bars and misc. steel shall be ASTM A -36 or ASTM A572. Bolts per ASTM A -307, unless noted otherwise. High Strength bolts per ASTM A -325, were noted. Nuts per ASTM A -563. Pipe per ASTM A -53, Grade B. Tubes per ASTM A -500, Grade B. Id A130 Welding shall only be done by Mcertified welder and shall be in accordance with AWS and AISC specifications; Electrodes per AWS (E70XX min.). Field welds shall have special inspection per IBC Section 1704.3, unless noted otherwise. Minimum weld size 3/16" fillet, unless noted otherwise. ENW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. • • INTERGATE EAST - BLDG. 1 SAHALI SNACKS TI Tukwila, Washington STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION flLECrPY RECENED CITY OF TUKI VILA. NUV 01 2012 PERMIT CENTER October 24, 2012 ENW Project No. 01043012 pa. • • • • 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560. fax 206.522.6698 www.engineersnw.com E1\ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 C PROJECT # O/ Q d 3 ()l L PROJECT (34/911.4 " rJ/(„J%4t,6'CS DATE / ® 1 SUBJECT SHEET OF BY .a`71 c- f = a, 3/ to (6J) (AO) s t-W(17' l<1.1)- Re�TKovn A114" ( Cow/6 Aanetdo ... . IA) z 10 (; s Of) + /4 (-7-,- ) P LP V fli, seuzoJ o. 91 (6o,�P��� Pte: 091 ow pc 6 ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # 0 /6 /1 ✓ 0ft PROJECT s D c - i (;4/& isaacS DATE /c2-/- // SUBJECT /PV t O r' (N ri r SHEET OF BY 4 G- CI? d,E 7V K MLA 2O - 13/ -3( }v Chi !41G pL A1& soft' c.&Lc 1, a 5ogs l6 2 - 5ye q t A p �G 4c etct- - 0. (o- 0 LC_ - fl04f471)7 iv,v i J0t61 J 1sr �1 4 ()s) Z Go ioLP l)-(- 900 S161,- PO G f.c-d."` G. v z isa n6 .. (16 , 6(64G6.-a YlerS W 4 /0 (2� ) -4-- r (1-0 /0 l c2.9 301V1--P V ' d, 3 2, (3 ate ) 7 .9(LP 7 o.t V�Oe ' 3 LIZ 2007 North American Specification ASD DATE: 10/1/2012 Sahali Snacks - New office ceiling SECTION DESIGNATION: 800S162 -54 [50] Single Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Ceiling Solver Design Data - Simple Span Joist Span 15.00 ft Joist Spacing 48.0 in Dead Load = 5.0 psf Live Load = 10.0 psf Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Deflection Limit L/360 DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: Third -Pt Cb = 1.00 Me = 4827 Ft -Lb My = 5975 Ft -Lb Mc = 4356 Ft -Lb Sc /Sf = 0.92 Mmax = 1688 Ft -Lb <= Ma = 2399 Ft -Lb Check Deflection Deflection Limit: U360 Maximum Deflection = 0.414 in Deflection Ratio = L/435 Check Shear Vmax = 450 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2091 Ib >= Vmax Check Web Crippling Rmax = 450 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 575 Ib >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in 0.56 My <Me <2.78 My 0 2007 North American Specification ASD DATE: 10/1/2012 SECTION DESIGNATION: 800S162 -54 [50] Single Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Ceiling Solver Design Data - Simple Span Joist Span 15.00 ft Joist Spacing 48.0 in Dead Load = 3.0 psf Live Load = 10.0 psf Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Deflection Limit L/360 DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: Mid -Pt Cb = 1.30 Me = 2854 Ft -Lb My = 5975 Ft -Lb Mc = 2854 Ft -Lb Sc /Sf = 0.96 Mmax = 1463 Ft -Lb <= Ma = 1647 Ft -Lb Check Deflection Deflection Limit: U360 Maximum Deflection = 0.359 in Deflection Ratio = U502 Check Shear Vmax = 390 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2091 Ib >= Vmax Check Web Crippling Rmax = 390 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 575 Ib >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in Me< =0.56 My 0 ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF Rev. 1/3/00 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi) min. dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1/2 "(5/16 "MIN.) # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 45 Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 45 Pns = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pat = allowable tension force per screw # 7 0.1510 14 ga. 0.0713 65 Pnt= nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 65 Ppot= pull -out force per screw # 10 0.1900 Ppov = pull -over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used. Fut = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 P.= 3.75 P. Fug = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pnt = 3.75 Pat. E6.3 Shear E6.4 Tension Pas = P ns /3 Pat = P nt/3 For t2/tt < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t23 d)1/2Fu2 Pull - Out Pas = 0.9 ti d Fut Pat = 0.283 t2 d Fu2 Pas = 0.9 t2 d Fu2 Pull - over Pat = 0.5 tt dw Fut For t2/ti > =2.5 Pas shall be taken as the smaller of Pas = 0.9 ti d Fut Pas= 0.9t2dFu2 For 1.0< t2/tt <2.5 Pas shall be determined by the linear interpolation between the above two cases SCREW SIZE GAUGE #12 #10 ALLOWABLE LOADS (Ibs.) #8 #6 d = 0.216 d = 0.190 d = 0.164 d = 0.138 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT 25 (18miI) 75 52 71 45 66 39 60 33 22 (27mi1) 139 78 131 68 121 59 111 50 20 (33m11) 188 95 177 84 164 72 128 61 18 (43mi1) 280 124 63 109 240 94 128 79 16 (54mi1) 569 225 1)1 198 240 171 128 144 14 (68m11) 600 283 249 240 215 128 181 12(97mi1) 600 404 400 355 240 307 128 258 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. Page 1 10/1/2012 SCREWS.XLS • • ,": .• .... • , ......... . . .:: ... . : • 44 5i o rEz a (_c-L 51--05)(1 41 4 g25_4Q9j v -E,2attl 'ZS I 4:f 144: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : 01043012 ..................... Job name : SDC = interior structures SHEET OF 9/29/09 REV. 1: 7/7/10 SEISMIC w._. --. j IBC 2009 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic - Force- Resisting System = A15 Light- framed wall systems using flat strap bracing Basic Seismic-Force- Resisting System = = Bearing Wall System Is this considered a Building Structure ? Section 15.1.1 - for Nonbuilding Structure definition. Is Diaphragm considered Flexible? Section 12.3.1 hn = 12.00 ft. height to top level in main portion of structure (abv.base) Section 11.3 Ss = 1.409 Spectral response acceleration at 0.2 seconds for Site Class B. S1 = 0.487 Spectral response acceleration at 1.0 seconds for Site Class B. TL = 6 Long -period transition period Figure 22 -15 thru 22 -20 Site Class (soil) = D Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Occupancy Category = II Table 1 -1 page 3 Official thinks it is Site Class "E "or F. Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) =. 12.00 ft. roof high point (minimum parapet) ................ . Elevation of top of wall lateral support (min.) = 12.00 ft. roof low point (maximum parapet) Regular Structure < 5 Stories? YES Section 12.8.1.3 Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.513 Sms = 1.409 Sm1 = 0.737 Sds = 0.939 Sd1 = 0.491 Seismic Design Category (SDC) = D To = 0.105 Ts = 0.523 Ct = 0.02 Period = T = 0.129 Sa = 0.939 R= 4 Qo= 2 Cd = 3.5 1E = 1 Detailing Reference Section = 14.18 14.5 Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4-2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 0.235 Section 12.8.1.1 (Eq. 12.8-2) 0.952 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.041 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) 0.235 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.235 *W At strength level USD (Eq. 12.8 -1) 0.165 *W Working (0.7*E ) ASD 0.188 *D = +/ -.2 Sds D (Eq. 12.4 -4) - May be Zero for proportioning foundations. Diaphragms Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = wp • The weight tributary to the diaphragm at that level 0.235 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) 0.188 *wp (min. Section 12.10.1.1) 0.376 *wp (max. Section 12.10.1.1) 0.235 *wp USD 0.164 *wp ASD (0.7 *USD) 10/1 /2012 EQ. ASCE7 -05 2009IBC Seismic INTERIOR.xlsx ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = _ Shaded cells Job number : Job name : SDC = interior structures SHEET OF 9/29/09 REV. 1: 7/7/10 SEISMIC IBC 2009 Section 1613.11 ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic- Force - Resisting System = A14 Light frame walls with shear panels [all other materials] Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = _ Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max) = 12.00 ft. roof high point (minimum parapet) Elevation of top of wall lateral support (min.) = 12.00 ft. roof low point (maximum parapet) Regular Structure 5 5 Stories? YES Section 12.8.1.3 = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= 00 = Cd = IE _ Output 1.000 1.513 1.409 0.737 0.939 0.491 D 0.105 0.523 0.02 0.129 0.939 2 2 2 1 Detailing Reference Section = 14.1 & 14.5 Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = W = Building weight (# or kips) Table 11.4-1 Table 11.42 Sms = FaSs Section 11.4.3 (Eq. 11.4-1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4-2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.8.2.1 (Eq. 12.8-7) Cu =1.4 Section 11.4.5 (Eq. 11.4-5)or (Eq.11.4-6)or (Eq. 11.47) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 0.470 Section 12.8.1.1 (Eq. 12.8-2) 1.903 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.041 Section 12.8.1.1 (Eq. 12.8-5 & Eq. 12.8 -6) 0.470 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.470 *W At strength level USD (Eq. 12.8 -1) 0.329 *W Working (0.7 *E) ASD 0.188 *D = +/ -.2 Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = wp = The weight tributary to the diaphragm at that level 0.470 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) 0.188 *wp (min. Section 12.10.1.1) 0.376 *wp (max. Section 12.10.1.1) 0.376 *wp USD 0.263 *wp ASD (0.7*USD) EQ. 10/1/2012 ASCE7-05 2009IBC Seismic.xlsx Input = Job number : Job name : SDC = interior structures ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Shaded cells Walls - ASCE 7 -05 Section 12.11.1 & 2 also Section 13.3.4 & 5 Input Wall weight , Ww = Are the walls bearing or shear walls? Ip = ap = Rp = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = IE = Sds = Seismic Design Category (SDC) = Is Diaphragm considered Flexible? z/h = ASCE 7 -05 Section 12.11.1 Controls Wall Fpu = design Fp = Fp = at high M design = roof M design = at low M design = roof M design = 2.5 12 12 ft. 12 ft. 1 0.939 D Y 1.0 SHEET OF psf Walls are (Structural) Section 11.2 ASCE 7 -05 Section 13.1.3 Parapets braced to framing below its cg. ASCE Table 13.5 -1) Parapets braced to framing below its cg. ASCE Table 13.5 -1) ft. from " ASCE EQ." Sheet Wall Anchorage & Parapets Section 13.3.1 Output Ww = wall weight (psf) 9/29/09 Concrete & Masonry Wall Lateral Loading - Out-of -plane force. 0.376 *Ww Main wall design (USD) Controls Wall 0.263 *Ww Main wall design (ASD @ 0.7*E) design 2.7 psf ASD 49 (#4L/ft.) (ASD) simple span (neglecting parapet) 49 (# -ftift.) (ASD) reduced for cantilevered parapet 49 (# -ftjft.) (ASD) simple span (neglecting parapet) 49 (#- ft./ft.) (ASD) reduced for cantilevered parapet Controls Wall Parapet only design ASCE 7 -05 Section Fpu = Fpu = Fpu = Fpu = Fp design = Fp design = M design = M design = 13.3.1 Concrete & Masonry Parapets - Out-of -plane force. 1.127 *Ww (Eq. 13.3-1) 1.502 *Ww (Eq. 13.3 -2) maximum 0.282 *Ww (Eq. 13.3-3) minimum 1.127 *Ww USD - Controls 0.789 *Ww Working (0.7 *E factor ) 7.9 psf (ASD @ 0.7*E ) 0 (## -ftift.) (ASD @ 0.7 *E ) min. parapet @ 0 ft. high 0 (# -ftJft.) (ASD @ 0.7 *E ) max. parapet @ 0 ft. high Controls Parapet only design ASCE 7 -05 Sections 12.11.1, 12.11.2 & 13.3.1- Concrete & Masonry Wall Anchorage - Out -of -plane force. Wall Fpu = 280 (plf) Minimum USD @ point of anchorage Controls Anchorage Force Cs = 6.267 Wall anchorage Tributary Weight = 60 (plf) Max.@ point of anchorage Fpu = Cs * Tributary Weight Fpu = 376 (plf) USD @ point of anchorage Fp design = 264 (plf) (ASD @ 0.7*E) at point of anchorage Non - Structural Wall Element Force 1 Non - Bearing - Non -Shear Walls) ASEC 7 -05 Section 13.3.1 Non-Structural Wall Elements - Out -of -plane force. ap/Rp = 0.4 Wall Element ASCE Table 13.5 -1 Fpu = 0.451 *Ww (Eq. 13.3-1) Fpu = 1.502 *Ww (Eq. 13.3 -2) maximum Fpu = 0.282 *Ww (Eq. 13.3 -3) minimum Fpu = 0.451 *Ww USD - Controls Fp design = 0.316 *Ww (ASD @ 0.7 *E) Controls Component Seismic Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum multiply the above wall anchorage factor by 2.0 for the anchor loads 2.) For design of steel elements of the wall anchorage system multiply the above anchorage loads by a factor of 1.4. Sec.12.11.2.2.2 3.) For design of wood elements of the wall anchorage system the minimum net thickness of these wood elements must be 2 -1/2 ". Walls 10/1/2012 ASCE 7-05 2009IBC Seismic.xlsx ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : 01043012 Job name : SDC -= Exterior walls SHEET OF 9/29/09 REV. 1: 7/7/10 SEISMIC IBC 2009 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic-Force- Resisting System = Al Special reinforced concrete shear walls Basic Seismic-Force- Resisting System = = Bearing Wall System Is this considered a Building Structure ? . Section 15.1.1 - for Nonbuilding Structure definition. Is Diaphragm considered Flexible? Section 12.3.1 hn = height to top level in main portion of structure (abv.base) Section 11.3 Ss = 1.409 Spectral response acceleration at 0.2 seconds for Site Class B. S1 = Spectral response acceleration at 1.0 seconds for Site Class B. TL = 16 Long - period transition period Figure 22 -15 thru 22 -20 Site Class (soil) = D Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Occupancy Category = II Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = 26.00 ft. roof high point (minimum parapet) Elevation of top of wall lateral support (min.) 2.6.00 ft. roof low point (maximum parapet) Regular Structure s 5 Stories? YES Section 12.8.1.3 Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = fo = Ts = Ct = Period = T = Sa = R= S2o = Cd = IE = Detailing Reference Section = Cs calc. = Cs max. = Cs min. _ Cs use = Vu design = V design = Ev = Output 1.000 Table 11.4 -1 1.513 Table 11.4 -2 1.409 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) 0.737 Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) 0.939 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) 0.491 Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) W = Building weight (# or kips) D 0.105 0.523 0.02 0.230 0.939 5 2 5 1 14.2 0.188 0.427 0.041 0.188 0.188 0.132 Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Shc /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8-3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) At strength level USD (Eq. 12.8 -1) Working (0.7*E ) ASD 0.188 'D = +/ -.2 Sds D (Eq. 12.4 .4) - May be Zero for proportioning foundations. Diaphragms Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = wp = The weight tributary to the diaphragm at that level 0.188 *wp (Eqs. 12.8 -2 thru 12.8-6 above) 0.188 *wp (min. Section 12.10.1.1) 0.376 *wp (max. Section 12.10.1.1) 0.188 *wp USD 0.131 *wp ASD (0.7*USD) EQ. 10/1/2012 ASCE7-05 2009IBC Seismic.xlsx Input = Job number : Job name : ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Shaded cells Walls -ASCE 7 -05 Section 12.11.1 & 2 also Section 13.3.4 & 5 Input Wall weight , Ww = Are the walls bearing or shear walls? Ip = ap = Rp = Top of wall elevation (parapet) _ Elevation of top of wall lateral support (max.) _ Elevation of top of wall lateral support (min.) = IE = Sds = Seismic Design Category (SDC) = Is Diaphragm considered Flexible? z/h = ASCE 7 -05 Section 12.11.1 Controls Wall Fpu = design Fp = Fp = at high M design = roof M design = at low M design = roof M design = 2.5 26 26 26 1 0.939 D Y 1.0 SHEET OF psf Walls are (Structural) Section 11.2 ASCE 7 -05 Section 13.1.3 Parapets braced to framing below its cg. ASCE Table 13.5 -1) Parapets braced to framing below its cg. ASCE Table 13.5 -1) ft. from " ASCE EQ." Sheet ft. " ft. " Wall Anchorage & Parapets Section 13.3.1 Output Ww = wall weight (psf) 9/29/09 Concrete & Masonry Wall Lateral Loading - Out -of -plane force. 0.376 *Ww Main wall design (USD) Controls Wall 0.263 *Ww Main wall design (ASD @ 0.7*E) design 19.8 psf ASD 1673 (#- ft. /ft.) (ASD) simple span (neglecting parapet) 1673 (#4t./ft.) (ASD) reduced for cantilevered parapet 1673 (it-ft./ft.) (ASD) simple span (neglecting parapet) 1673 (# -ftift.) (ASD) reduced for cantilevered parapet Controls Wall Parapet only design ASCE 7 -05 Section Fpu = Fpu = Fpu = Fpu = Fp design = Fp design = M design = M design = 13.3.1 Concrete & Masonry Parapets - Out -of -plane force. 1.127 *Ww (Eq. 13.3 -1) 1.502 *Ww (Eq. 13.3-2) maximum 0.282 *Ww (Eq. 13.3 -3) minimum 1.127 *Ww USD - Controls 0.789 *Ww Working (0.7*E factor ) 59.2 psf (ASD @ 0.7*E ) 0 (# -ftift.) (ASD @ 0.7 *E ) min. parapet @ 0 ft. high 0 (# -ftJft.) (ASD @ 0.7*E ) max. parapet @ 0 ft. high Controls Parapet only design ASCE 7 -05 Sections 12.11.1, 12.11.2 & 13.3.1- Concrete & Masonry Wall Anchorage - Out -of -plane force. Wall Fpu = 280 (plf) Minimum USD @ point of anchorage Controls Anchorage Force Cs = 1.127 Wall anchorage Tributary Weight = 975 (plf) Max.@ point of anchorage Fpu = Cs * Tributary Weight Fpu = 1099 (plf) USD @ point of anchorage Fp design = 770 (plf) (ASD @ 0.7*E) at point of anchorage Non-Structural Wall Element Force ( Non - Bearing - Non-Shear Walls ASEC 7 -05 Section 13.3.1 Non-Structural Wall Elements - Out-of-plane force. ap/Rp = 0.4 Wall Element ASCE Table 13.5 -1 Fpu = 0.451 *Ww (Eq. 13.3-1) Fpu = 1.502 *Ww (Eq. 13.3 -2) maximum Fpu = 0.282 *Ww (Eq. 13.3-3) minimum Fpu = 0.451 *Ww USD - Controls Fp design = 0.316 *Ww (ASD @ 0.7 *E) Controls Component Seismic Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum multiply the above wall anchorage factor by 2.0 for the anchor loads 2.) For design of steel elements of the wall anchorage system multiply the above anchorage loads by a factor of 1.4. Sec.12.11.2.2.2 3.) For design of wood elements of the wall anchorage system the minimum net thickness of these wood elements must be 2 -1/2 ". 10/1/2012 Walls ASCE 7-05 2009IBC Seismic.xlsx EN ♦ ♦ ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY ©f rcl 04IJJ 4Ct1VT ±¢ c z y� 5-6 4` S ys a S //( f r2 i,6s`, 65✓ INPUT = Job No.: ENGINEERS- NORTHW EST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 AISI 2007 DESIGN OF A METAL STUD SHEARWALL W/ SHEATHING Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Project: Wall MK: SHEET of REV. 12/05/11 Notes: *All analysis per 2007 AISI Standard for Cold- Formed Steel Framing **Analysis does not include wall design for gravity loads or out -of -plane lateral. These need to be evaluated separately. DESIGN DATA Shearwall Type: TYPE I ASD or USD Design: Wind or Seismic: P= R= Sips = Cs = Track & Stud Gauge: Blocked or Unblocked: Outside Face Sheathing: O.F. Fastener Edge Spcg: Inside Face Sheathing: I.F. Fastener Edge Spcg: WALL DESIGN V Vallow,system = Vapplied = V /IN,= WALL & LOADING DATA V = 900 lbs [ASD] psf pif [ASD] Wall Self Weight = wD = 0.329 h= = CHD = 'MD = 15.0 ft 10 12.0 15.0 0.0 ft h/w 5 2:1 ft in w/ 12" o.c. field spacing & Vallow = 560 plf [ASD] 99 pif [ASD] Vallow,system z Vapplied —+ Use specified design PDT CH D CHD "HD ew 280 pif [ASD] 280 pif [ASD] Use 7/16" OSB w/ 6" o.c. edge fastening & 12" o.c. field fastening for outside face sheathing Use 7/16" OSB w/ 6" o.c. edge fastening & 1Z o.c. field fastening for inside face sheathing Frame walls w/ C- shaped metal studs w/ (br)ml„ = 1.25" & (b„,),n„ = 2.5 ". Studs shall not be spaced more than 24" o.c. Fasten all framing and sheathing w/ No. 8 screws typical HOLDDOWNS (ASD ALT LOAD COMBO 0.9D ± E/1.4) MOT = Vh = 14349 lb-ft [ASD] PD = 2025 Ibs [ASD] (Weight of Shearwall) .............. FDL. = 300 lbs [ASD] (Weight of Adjacent Wall) x= 0.5 ft (Location of Adjacent Wall) T = C = 957 lbs [ASD] I uPIIFr = -44.4 lbs [ASD] No Holdown Required LATERAL DEFLECTION [3 =660, p = 1.05, &Sa= 0.209" Total Lateral Deflection = b = 0.2506 inches ENGINEER NOTES: Mtl Stud Shearwall w Sheathing 10/22/2012 1 / 1 AISI 2007 Light Framed Shearwall Design.xlsx ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 AISI 2007 DESIGN OF A METAL STUD SHEARWALL W/ SHEATHING Property of Engineers Northwest, Inc., Seattle - Use by others unlawful INPUT = Job No.: 1043012 Project: Wall MK: SHEET of REV. 12/05/11 ......................... North -South Walls Notes: • All analysis per 2007 AISI Standard for Cold- Formed Steel Framing Analysis does not include wall design for gravity loads or out -of -plane lateral. These need to be evaluated separately. DESIGN DATA Shearwall Type: TYPE I ASD or USD Design: Wind or Seismic: P= R= SDs= ASD 1.0 0.939 Cs = 0.329 Track & Stud Gaup: [ Blocked or Unblocked: Outside Face Sheathing: O.F. Fastener Edge Spcg: Inside Face Sheathing: I.F. Fastener Edge Spcg: WALL DESIGN Vallow,system = WALL & LOADING DATA V = 740 lbs [ASD] Wall Self Weight = 10 psf WD = pif [ASD] h = 12.0 ft h/w 5 2:1 Ew = 20.0 ft CHD = 0.0 in 'AHD = 20.0 ft & Vaiiow = 280 plf [ASD] w/ 12" o.c. field spacing & yam, = 560 plf [ASD] Vappiled = V / Iw = 76 ptf [ASD] Vallow,system z Vapplied Use specified design PDL 280 pif [ASD] Use 7/16" OSB w/ 6" o.c. edge fastening & 12" o.c. field fastening for outside face sheathing Use 7/16" OSB w/ 6" o.c. edge fastening & 1T o.c. field fastening for inside face sheathing Frame walls w/ C- shaped metal studs w/ (br)iiilr = 1.25" & (br,,)rn;„ = 2.5 ". Studs shall not be spaced more than 24" o.c. Fasten all framing and sheathing w/ No. 8 screws typical HOLDDOWNS MOT = Vh = PD = PDL = x= T =C= I UPLIFT _ (ASD ALT LOAD COMBO 0.9D ± E/1.4) 13613 lb-ft [ASD] 2700 lbs [ASD] (Weight of Shearwall) lbs [ASD] (Weight of Adjacent Wall) ft (Location of Adjacent Wail) 681 lbs [ASD] -582 Ibs [ASD] No Holdown Required LATERAL DEFLECTION [i = 660, p = 1.05, & ba = 0.209" Total Lateral Deflection = 6 = 0.2347 inches ENGINEER NOTES: Mtl Stud Shearwall w Sheathing 10/22/2012 1 / 1 AISI 2007 Light Framed Shearwall Design.xlsx M • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: (,e [711,3 Requested By: Ky/c Fs/ Firm /Company: No ten-lcd At l.,Ort3h444-j�'! Inspection Information Project Name: �J,,- Project Address /Location: 3C/ // S' /20 ) Requested Date for Inspection: (gh 7r It Cc4-,2"y Sof Adz ac Permit Number: BIZ — SS 3 r, RECEIVED ou JUN 07 2013 PERMIT CENTER Contact Name: Special Conditions for Consideration: ln' / Gt/e} 91/14 Requested Time: S d AM /®M Phone Number: -25x3 Z(uCP –S2S zz s.,w1s a .1c4 6$i) Fog- `Ta Pgys l h -Af b i ** Contractor will be charged a minimum for four (4) hour inspection time for any off -hours inspection work at $94.50 per hour (minimum total of $378.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (4) hours. Signature: Printed Name: Date: (//-2//3 EtnreTCM Approved: Disapproved: Date of Approval /DisapprovI: Authorized Reviewer: g-crtif- o ist-1; Remarks::`; e,i R \A. CPW' PI(L- OWYO, 6,1 �o bw ) J W: \Permit Center \Templates \Forms \Off Hours Inspection.docx • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -353 DATE: 07 -19 -13 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL - SUITE 100 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued DEPARTM TS: _) wu�ildin/g Division Wic 0/ i4 ion 1 • lulk -6-rf,f5 vaik A)ili_ ---)%4CH) Fire Prevention Planning Division Structural Permit Coordinator j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -23 -13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: n DUE DATE: 08 -20 -13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 EMIT COORD COPIA PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12-353 NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL DATE: 06 /07/13 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 after Permit Issued DEPARTMENTS: poi (4 ply` t0 1, Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06/11/13 Complete tt Comments: Incomplete ❑ Not Applicable ❑ Permit,Center•Use Only . • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required 14 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07/09/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ',$1 CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -353 DATE: 05 -03 -13 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # 2 After Permit Issued DEPARTM NTS: 5-1-13 ding ' ivasion C-)N ublic Works ok- ire Prevention J Structural ❑ Q 1 Oft- OO -01`0 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05 -07 -13 Not Applicable n Comments: Permit Center Use Only • INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 06 -04-13 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -353 DATE: 01 -24 -13 PROJECT NAME: SAHALE SNACKS ' " '° 4.;,. SITE ADDRESS: 3411 S 120 PL, SUITE 100 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # 1 After Permit Issued DEPART ENTS: ifding ivision Akc W^'o'l4— / N/- Fire Prevention Structural 4-+3 n Planning Di ision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -29 -13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -26 -13 Approved la Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -353 DATE: 11/01/12 PROJECT NAME: SAHALE SNACKS SITE ADDRESS:. X3411 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Eu li din 9 Division VI® 4JI,A4f htvvl pw G I . �',_� IL Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Er Incomplete ❑ DUE DATE: 11/06/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions W Notation: REVIEWER'S INITIALS: DUE DATE: 12/04/12 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PROJECT NAME: S31I,61Ve S GT S PERMIT NO:' M)-- 35 3 SITE ADDRESS: "NKl1, S DM ?I ORIGINAL ISSUE DATE: 1 -1 1--13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS l I —A 3 5- 3 -13 (- Summary of Revision: - {�,v,,,,,,1 ek,,y`ei e �� 168-,-- p_cul Received by: AN K (Li._ A p:y REVISION NO. DATE RECEIVED STAFF mars LS ISSUED DATE STAFF INI, TILLS DATE S' 5'\t H3 Wt Summary of Revision: s-Vt, - a re yhp.vt 6ir 4 P C(A 1,..) e Received by: -( A/Ay_ , p_y (please prin REVISION O• DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS DATE �[•.i3 -�I-�3 WI Summary of Revision: OAA 1 h ee j(1 0 5>n r Y k Lt map o f e Received by: -K1 V- OLAR4 (please pr ht) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED STAFF INITIALS DATE STAFF INITI • LS Summary of Revision: Received by: Summary of Revision: _A.7.,. ,.. _, it ..L.,. , , . , u #. . w Received by: 4`1_ �0,L, q,�y (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/19/2013 Plan Check/Permit Number: D12 -353 Response to Incomplete Letter # Response to Correction Letter # Revision # Q' after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OW Tt /JUL 19 2013 PeRmisrenRifea Project Name: Sahale Snacks: Manufacturing Improvements Project Address: 3411 South 120th Place, Suite 100 Contact Person: Craft Architects/ Sarah Devlin Phone Number: (206) 720 -7001 Summary of Revision: Please see the attached revised sheets due to an owner revision. The structural framing details have changed, keynote 21 on sheet A2.1 directs you to the area of work relating to the structural details. The structural sheets in the drawing set have been replaced with new framing plans, sections and details. Sheet Number(s): T1.1, S.1, S.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A k rJ Entered in Permits Plus on o7/y /i3 H:IApplications\Fonns- Applications On Line \2010 Applicationsl7 -2010 - Revision Submittal.doc Revised: May 2011 s City of Tukwila a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: LQ I 1) 6 Plan Check/Permit Number: ' I2 —'3 3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # IL. Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sal/taic Sateks Project Address: D12_ — 353 Contact Person: 744e Fry Summary of Revision: . /4a4C Yule F✓a layrayierS Phone Number: ZO Co -MO / A � nrrirlA 2013 CENTS Sheet Number(s): "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 0 H:Wpplications\Fonns- Application, On Line12010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05/03/2013 Plan ChecWPermit Number: D12 -353 Response to Incomplete Letter # Response to Correction Letter # Revision # 2 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Sahale Snacks: Manufacturing Improvements Project Address: 3411 South 120th Place, Suite 100 Contact Person: Craft Architects/ Sarah Devlin Phone Number: (206) 720 -7001 Summary of Revision: Please see the attached revised sheets due to an owner revision. The stair in Maintenance 108 has been redesigned. Also, some strip curtains were removed from the project and replaced with man doors / framed openings in Packaging 120 and Packaging 122. All revisions are clouded and marked with a 'delta 2'. t4AY .03 2013 PERMIT CENTER Sheet Number(s): A2.1, A6.1 "Cloud" or highlight all areas of revision including of rev' 'o Received at the City of Tukwila Permit Center by: N--- Entered in Permits Plus on H: \Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01/21/2013 Plan ChecWPermit Number: D12 -353 Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Sahale Snacks: Manufacturing Improvements Project Address: 3411 South 120th Place, Suite 100 Contact Person: Craft Architects/ Sarah Devlin Phone Number: (206) 720 -7001 Summary of Revision: Please see the attached revised sheets due to an owner revision. Project scope has been reduced in one major area close to Grid H/ 6 -8. The space will remain as is and the washroom will now occupy space within the IMP wall enclosures, close to grid H/ 2-4. Sheet Number(s): A0.1, A1.1, A2.1, A2..2, A6.1, A6.2 W1IA JAN 2 4 tam t:� i� CENTER "Cloud" or highlight all areas of revision including date of revision z Rec ived at the City of Tukwila Permit Center by: Entered in Permits Plus on — 24- 11) H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople inter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company NORTHWAY CONSTRUCTION INC 2537358100 1433 Valentine Ave Se SUITE 102 Pacific WA 98047 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602977633 Active NORTHCI905CQ Construction Contractor 2/18/2010 2/18/2014 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status POECOI.247QZ POE CONSTRUCTION INC Construction Contractor General Unused 11/9/1976 5/1/2013 Active Business Owner Information Name Role Effective Date Expiration Date FRY, KYLE RAY President 02/18/2010 Bond Amount FRY, SONYA LEIGH Secretary 02/18/2010 250161C Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 DEVELOPERS SURETY Et INDEM CO 250161C 02/01/2011 Until Cancelled $12,000.0001/24 /2011 1 UNITED STATES FIRE INSURANCE COMPANY 615978077 02/01/2010 Until Cancelled 02/25/2011 $12,000.00 02/18 /2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Continental Western Ins Co CWP29193842201/18/2012 01/18/2013 $1,000,000.0001 /16/2012 3 Continental Western Ins Co cwp2919384 01/18/2011 02/18/2012 $1,000,000.0002 /09/2011 2 CAPITOL SPECIALTY INS CORP 3600500058 05/07/2010 05/07/2011 $2,000,000.00 05/14/2010 1 ATLANTIC CAS INS CO L179000099 02/01/2010 02/01/2011 $1,000,000.00 02/18/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 01/11/2013 07/18/13 - 2:38pm 12- 553_T1.1 (COVER SHEET - SMALL).dwg ABBREVIATIONS J 1 rt AB AC A/C ACP ACT ADH ADJ ADJT AF AFF AL ALT AP APPROX ARCH ASPH BD BETW BLDG BLK BLDG BM BRG BOT BSMT BUR CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO COL CONC CONSTR CONT CORR CPT CT CTR CY DBL DEPT DET DF DIA DIAG DIM DISP DN DR DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQPT EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FIN ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ABOVE FINISH FLOOR ALUMINUM ALTERNATE ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT BOARD BETWEEN BUILDING BLOCK BUILDING BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN(W /0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FL FLG FLUOR FM FOC FOF FOIC F010 FOS FS F1 FIG FTIC FTIO FURR FUT FUTURE - RIO FX GA GALV GB GL GLBM GEN CONTR GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH D HM N NC L NSUL NT JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MET OR MTL MEZZ MFR MH MIN MIR MISC M LD MRGWB MTD MULL N NIC NOM NTS OA OC OD OFF OH OP H OPNG OPP PERP PFN PL P LAM PLYWD PNL PNT PR FILE COPY Permit No. tO 17%"- 3g> Men rev ►ew approval is subject to errors and omissions. of construction documents does not authorize f lon of any adopted code or ordinance. Receipt nI ;approved FJeJd Copyaaa d b 4 i 1 is acknowledged: Date: City Of l' ikwita BUILDING DIVISION FLOOR FLASHING FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTRACTOR FURNISH BY OWNER INSTALL BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY FIXED GAGE GALVANIZED GRAB BAR GLASS OR GLAZING GLU -LAM BEAN GENERAL CONTRACTOR GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTI LIATI ON/ AIR CONDITIONING HOT WATER HEATER NSIDE DIAMETER/ DIMENSION NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GYP BD MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR SEPARATE PERMIT kOUIRED FOR: OrMochanicai QI'tlectrical cristumbing was Piping of Tukwila ":174 DIVISION REVISIONS changes shall be made to the scope c f I°. or!c without prior approval of uloNi!a Building Division. 71 ;Sims will require a new plan submittal include additional plan review fees. PS PSF PSI PT PTD PTD /R PTN PTR PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE R RA RAD RB R &S RD RD /0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RVS RW RWL SC SCD SCHD SD SECT SF SHTG SIM SK SLR SND SNR SNT SPEC SQ SST SSK ST STA STC STD STL STOR STRL SUSP SV SYM TB T &B TG THK THR TIG TO TOC TOP TOS TOSL TOW TPD TPH TPTN TS TV TYP UL UNF UON UR VAR VCT VERT VEST VI N VWC W/ W/O WC WD WF WG WP WR WSCT WT XFMR YD RISER RETURN AIR RADIUS RESILIENT BASE ROD & SHELF ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER REVERSE RAIN WATER RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHEATHING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SEALANT SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE /STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK THRESHOLD TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS WT • COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES TITLE1 TITLE2�� TITLE3 ROOM ROOM NO. WINDOW BUG INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME 68.5 78 PROJECT NORTH ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9, -0" DENOTES CHANGE IN ELEVATION 7' -0" FINISH BUG 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER /TENANT /ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10' -0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. 23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PROJECT DIRECTORY ARCHITECT /CONTACT: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 ARCHITECT OF RECORD: KATHRYN M. CRAFT OWNER: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA, 98168 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: TENANT: SAHALE SNACKS CONTACT: 3411 SOUTH 120TH PLACE, SUITE 100 PHONE: SEATTLE, WA 98168 EMAIL: GENERAL CONTRACTOR: VICINITY MAP NTS NORTHWAY CONSTRUCTION 1433 VALENTINE AVE SE, STE. 102 PACIFIC, WA 98047 N CONTACT: PHONE: EMAIL: TAX PARCEL # 1023049069 LEGAL DESCRIPTION PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10 -23 -04 BEGIN NW CORNER OF SW 1/4 TH S 01 -46 -02 W 107.22 FT TH S 87 -33 -12 E 512.24 FT TO POINT OF BEGINNING TH S 87 -33 -12 E 214.16 FT TH N 78 -40 -52 E 415.05 FT TO WLY MARGIN OF E MARGINAL WAY TH S 16 -31 -41 E 241.92 FT TH S 28 -02 -57 E 104.42 FT TH S 17 -01 -47 E 100.50 FT TH S 11 -19 -15 E 13.28 FT TH N 58 -13 -58 W 473.87 FT TH S 01 -46 -02 W 37 FT TH N 88 -13 -58 W 307.80 FT TH N 01 -46 -02 E 373.93 FT TO POINT OF BEGINNING - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 -042 RECORDING NO 20000828900001 CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: AREA SEPARATION: NON- SEPARATED, UNLIMITED: PER 2009 IBC ACTUAL FLOOR AREAS: OFFICE (EXISTING) (B) MANUFACTURING (NEW) (F -1) MANUFACTURING (EXISTING) (F -1) WAREHOUSE (EXISTING) (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 10041 TABLE 1004.1.1) OFFICE (B) MANUFACTURING (F -1) WAREHOUSE (S -1) TOTAL OCCUPANCY LOAD MIC /H 2009 IBC/ 2009 FIRE CODE TENANT IMPROVEMENT 4 SARAH DEVLIN (206) 720 -7001 SARAH @CRAFTARCHITECTS.COM KEN STICKLEY (206) 277 -5230 KENS©SABEY.COM APPROVED BY: Initials Date MIKE DEVLIN (206) 947 -4463 M D EVLI N@ SAHALES NAC KS . C O M KYLE FRY (206) 551 -1416 KYLE @NORTHWAYINC.COM SITE PLAN NTS AREA OF WORK B ( OFFICE)/ F- 1(MANUFACTURING) /S- 1(WAREHOUSE) III B FULLY SPRINKLERED 302.3.1, SECTION 9,988 SQ FT 4,965 SQ FT 26,115 SQ FT 19,717 SQ FT 60,785 SQ FT 506, AND 507 9,988 SQ FT / 100 31,080 SQ FT / 100 19,717 SQ FT / 500 = 100 = 311 = 39 60,785 SQ FT EXIT REQUIREMENTS: (SEC. 1021 TABLE 1021.1 & 1021.2) NUMBER REQ'D NUMBER PROVIDED OFFICE MANUFACTURING WAREHOUSE 2 2 2 2 2 2 ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. = 450 LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED LIGHTING REQUIREMENTS SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, FIRE ALARM /SPRINKLER PROJECT INFORMATION 3411 SOUTH 120TH PLACE, SUITE 100 SEATTLE, WA 98168 PROJECT DESCRIPTION TENANT IMPROVEMENT IN EXISTING WAREHOUSE BUILDING TO ADD MANUFACTURING SPACE, PRIMARY CONSTRUCTION CONSISTING OF IMP PANEL PARTITIONS. NEW FIRE WALL CONSTRUCTION AT GRID 'F' TO MAXIMIZE ALLOWABLE AREAS. TOE ET ROOMS AND PARKING ARE EXISTING WITH NO MODIFICATIONS PROPOSED. INDEX OF DRAWINGS T1.1 GENERAL INFORMATION AND SITE PLAN T1.2 ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A6.1 DOOR SCHEDULE AND DETAILS A6.2 FINISH SCHEDULE A8.1 PARTITION TYPES, DETAILS S1.0 GENERAL NOTES, SPECIAL INSPECTIONS, FRAMING DETAILS S2.0 FRAMING SECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 (Alt City of Tukwila BUILDING DIVISION PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. 9,988 SQ FT OFFICE CO 1/250 31,080 SQ FT MANUFACTURING ® 1/1000 19,717 SQ FT WAREHOUSE ® 1/2000 TOTAL STALLS REQUIRED ACCESSIBLE STALLS PROVIDED TOTAL STALLS PROVIDED 40 STALLS 16 STALLS 10 STALLS 66 STALLS RECEIVED 2 STALLS CITY OF TUKWILA 70 STALLS JUL 1 9 2013 PLUMBING FIXTURE REO'SERMIT CENTER NOTE: PLUMBING FIXTURES ARE EXISTING; THE FOLLOWING CALCULATIONS ARE TO DEMONSTRATE EXISTING CONDITIONS COMPLIANCE. WASHINGTON STATE AMENDMENTS: CHAPTER 29, TABLE 2902.1. PLUMBING FIXTURE REQUIREMENTS -gitY ti,,,,i N FOUNTAIN WATER CLOSET URINAL LAVATORY WAREHOUSE (S -1) 19,717 S.F. /5000 = 4 (1 OF EA. SEX) 1 PER 1 -10 PEOPLE 1 FOR >26 1 PER 40 PEOPLE MANUFACTURING (F -1) 31,080 S.F. /2000 = 15 (1 OF EA. SEX) 1 PER 1 -10 PEOPLE 1 FOR >26 1 PER 40 PEOPLE OFFICE (B) 9,988 S.F. /200 = 49 (2 OF EA. SEX) 1 PER 1 -15 PEOPLE 1 PER 2 WATER CLOSET 1 FOR >30 TOTAL REQUIRED (6) FEMALE (6) MALE (0) MALE (4) FEMALE (4) MALE (1) FOUNTAIN TOTAL PROVIDED (5) FEMALE (4) MALE (1) UNISEX (2) MALE (6) FEMALE (4) MALE (1) UNISEX (1) FOUNTAIN (2) WATER DISPENSERS S A HAIE aN"ACI" 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com SAHALE SNACKS CONSULTANT 7052 REGISTERED ARCHITECT K HR'YN M CRAFT STATE OF WASH,ryGTO REVISIONS: FOR PERMIT 10/31/2012 44\ OWNER REVISION 07/18/2013 IONNOI1.T TITLE: GENERAL INFORMATION �I� 353 DATE: DESIGN: 07/18/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: T1.1 COPYRIGHT CRAFT ARCHITECTS 2012 11:32am, Iuism, 16 CEILING FRAMING PLAN DESIGN LIVE LOAD - 10 PSF CATWALKS FOR MAINTENANCE 1/8" = 1' -0" ACCESS SCHEMATIC WEST ELEVATION 1/8" = 1' -0" ftµ aG: ;; ALL L,.. fir.. SECTION 3/4" = 1' -0" SECTION 3/4" = GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location: Intergate East, Building One, Sahale Snacks T.I. - Tukwila, WA Building Dept. Contact - Mr. Allen Johnson, telephone 206 431 3670. 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Nam20 1 2International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS Seismic Ss = 1.409, S1 = 0.487, 1 = 1.0, Site Class "D ", SDs = 0.939, SD1 = 0.491, Seismic Design Category = "D ". Basic Seismic Force Resisting System(s) = LFWSP (Other Materials) CS = 0.470, R = 2. Equivalent lateral force procedure was used. Mech. & Refrigeration unit loads will be picked up at the point of the the point of the units and transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS EXISTING STRUCTURAL SLAB - ALLOWABLE LIVE LOAD 250 PSF. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. CONCRETE ANCHORS & ANCHOR BOLTS: AL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRESPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. BAL. B. OR BOT. BTWN. BLDG. 0.5. BRG. C.I.P. C.J. CLR. CMU COL. CONC. C.S.J. EA. E.E. E.F. E.J. EL. OR ELEV. E.N.W. OR ENW EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G..B. H. OR HORIZ. I.B.C. I.C.C. I.F INC. K L.W. = ARCHITECT = BALANCE = BOTTOM = BETWEEN = BUILDING = OUTSIDE = BEARING = CAST IN PLACE = CONSTRUCTION JOINT = CLEAR = CONCRETE MASONRY UNIT = COLUMN = CONCRETE = CLOSURE STRIP JOINT = EACH =EACH END = EACH FACE = EXPANSION JOINT = ELEVATION = ENGINEERS NORTHWEST = EQUAL = EACH SIDE = EACH WAY = FACE OF CONCRETE = FACE OF STUD = FACE OF WALL = FOOTING = GAGE = HOT DIP GALVANIZED = GYPSUM WALL BOARD = HORIZONTAL = INTERNATIONAL BUILDING CODE = INTERNATIONAL CODE COUNCIL = INSIDE FACE = INCLUDING = KIP (1000 POUNDS) = LONG WAY M.B.S. N.F. N.T.S. OC O.F. O.T.O. REINF. REM. R.O. SECT. SIM. S.J STL. SW SYMM. T. T.O.B. T.O.F. T.O.S. TYP. U.N.O. V.E.F. VERT. V.F.F. VFY V.I.F. V.N.F. V.O.F. W/ W/O W.H.S. 0 PL = METAL BLDG SUPPLIER = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE =OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTIONS = SIMILAR = SHRINKAGE JOINT = STEEL = SHEARWALL = SYMMETRICAL = TOP = TOP OF BEAM = TOP OF FOOTING = TOP OF STEEL TOP OF SLAB = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL EACH FACE = VERTICAL = VERTICAL FAR FACE = VERIFY = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE =WITH =WITHOUT = WELD HEAD STUD = AT CENTER LINE = PLATE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWI JUL 19 2013 PERMIT CENTE w H Q 0 01043012 -3 AENGINEER: D. LAKE DRAWN: D. LAKE/ L. MARTINEZ DATE: z 0 w Et SHEET NO: SI O z —J (i) cc w U w C w hth 0 rn 3 0 L a) w rn 5 co aS m cj N NO co N v E w . Z �� Q�� aai N a� a ,^c L C H N N N �a 1 FRAMING PLAN, GENERAL NOTES, SECTIONS 1- w w v7 CONTENTS: NNC �.L 0 LL a. vJ w 0 0 0 m SAHALE SNACKS T.I. JOB NO: 01043012 -3 AENGINEER: D. LAKE DRAWN: D. LAKE/ L. MARTINEZ DATE: 7 -18 -13 SHEET NO: SI L: \2001 files \01043 \01043012 \01043012 -3 Access Iid \SAHALI SNACKS —S1— RFRM — GNOTE— SECTS -1 6- 01043012—NO PDF.dwg, 07- 18 -13, 11:32am, Iuism, 16 SECTION 3/4" = 1' -0" SECTION 3/4" = V2_#-"#353 REVIEWED FOR GIQDE COMPLIANCE '$ APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 9 2013 PERMIT CENTER W i- < 0 01043012 -3 ENGINEER: D. LAKE DRAWN: D. LAKE / L. MARTINEZ DATE: z 0 w rt SHEET NO: S2 O z `n 0 < c co - co N �m co N co 4.0 N N 0 w . Z rnu8 0 z� • V ¢� C _2 F61 tco F- C N . W rnE FRAMING PLAN, GENERAL NOTES, SECTIONS 1- 1- z -w W Z a) 0 SAHALE SNACKS T.I. BUILDING 1 - ACCESS PLATFORM 5 cn n U� ›- Cf LS o CI .c. • ZN 1- o QCi) M JOB NO: 01043012 -3 ENGINEER: D. LAKE DRAWN: D. LAKE / L. MARTINEZ DATE: 7 -18 -13 SHEET NO: S2 SEPARATE PERMIT REQUIRED FOR l 9Mechanical Ert Iectricai [ 'p umbing tar Gas Piping City of Tukwila •BUILDING DIVISION, 05/02/13 - 8:11am 12-553_A2.1 (FLOOR PLAN).dwg PACKAGING 122 PACKAGING 120 58' -0" PACKAGING 117 ENLARGED EQUIPMENT PLAN 1/8" = 1' -0" 58' -0" 58' -0" No chi^ - • .. k f<OTE: 58' -0" REVISIONS made to the scope prior approval of ,`. I :: ire a new plan submittal ' :iOal p, an review forms. J r. 3/16" THICK ALUM DIAMOND PLATE DECK IN MULTIPLE SPAN SIZE OF 48 " -60" WIDTHS, ATTACHED TO STRUCTURE PER STRUCTURAL PRE - MANUF. LADDER PER MANUFACTURER PAINTED STEEL EQUIP. PLATFORM PER STRUCTURAL sup 1 \ / GENERAL NOTES: 1. ALL EXISTING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, LIGHT FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL FLOOR FINISHES AND WALL BASE TO BE REPLACED, TYPICAL THROUGHOUT. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL EXIST MANUFACTURING WALLS. 3. ALL FINISHES PER ROOM FINISH SCHEDULE SHEET A6.2 4. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 5. ALL NEW OFFICE PARTITIONS WALLS TO BE WALL TYPE n, U.O.N. SEE SHEET A8.1 FOR WALL TYPES. 6. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 7. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 8. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 9. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 10. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. ALL EXISTING CONCRETE FLOORS TO BE PATCHED, CLEANED AND SEALED F LE COPY Permit m. Plan r!:Vew approval is subject to errors and omissions. o{ construction documents does not zuthe''ize & y adopted code or ordinance. Receipt fli Lpprovec Fi Copy d: i:10/ O EQUIPMENT MEZZANINE ELEVATION 1/4" = 1' -0" LEGEND: Clay 0f Tukwila BUILDING EXIST. WALLS / PARTITION TO REMAIN DIVISION NEW PARTITION NEW IMP PARTITION, FRP CLAD pate :, 58' -0" 58' -0" WAREHOUSE 124 WAREHOUSE 123 EXIST OFFICE EXIST OFFICE HALL 106 LOCKE S 13 WASHROOM 113 EXIST R &D PROCESSING 121 PROCESSING 119 PROCESSING 116 EQUIPMENT STAGING 112 BLENDING 107 18 19 MATERIAL STORAGE 102 EXPANDED R &D 101 EXIST HALL GOWNING 110 MATERIAL STAGING 118 PROCTOR 114 MATERIAL SORTING 111 5' -2" MECHANICAL ROOM 109 FLOOR PLAN 1/16" = 1' -0" KEY NOTES: EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. NEW TRIPLE -BASIN SINK INSTALLED ON EQUIPMENT DECK 3. 10'X20' SCALE DECK EQUIPMENT PLATFORM PER STRUCTURAL 4. EXISTING 10'X20' SCALE DECK EQUIPMENT PLATFORM RELOCATED FROM EQUIPMENT STAGING 112 TO PACKAGING 117 5 EXISTING MEZZANINE ABOVE, AS INDICATED WITH SHADE 6 NEW WOOD STAIR TO EXISTING MECHANICAL MEZZANINE, SEE DETAILS 17/A6.1 AND 18/A6.1 7. NEW HAND SINK 8. NEW FRAMED IMP OPENING, AROUND EQUIPMENT, COORDINATE EXACT LOCATION WITH OWNER 9. EXISTING OSHA COMPLIANT PREFABRICATED METAL STAIR 10. NEW OSHA COMPLIANT PREFABRICATED METAL STAIR TO MATCH EXISTING 11. NEW MULTI -USER HAND WASH SINK 12. EXIST ELECTRICAL PANELS /TRANSFORMER, STRIPE 'RED' BORDER TO NOTE REQUIRED CLEARANCE IN FRONT OF PANELS 13. FILL ALL EXISTING EXPANSION JOINTS IN CONCRETE PANELS, FLOOR TO ROOF STRUCTURE, TYPICAL 14. PAINT 18" WIDE WHITE STRIPE ON FLOOR AT ALL PERIMETER WALLS 15. PLUMBING ROUGH -IN FOR FUTURE TRIPLE BASIN SINK 16. NEW 3' -0" X 7' -0" FRAMED OPENING 17. NEW 4' -0" TALL, BOLT DOWN, 6" DIAMETER STEEL PIPE BOLLARD, PAINTED SAFETY YELLOW 18. FUR OUT EXISTING WALL TO COVER EXPOSED CONDUIT 19. NEW 2" AIRLINE, CONFIRM EXACT LOCATION WITH OWNER 20. NEW 10' -0" HIGH FRAMED IMP OPENING 21. NEW PARTITION WITH 5/8" GWB EACH SIDE, FINISH TO MATCH ADJACENT, FRAMING PER STRUCTURAL REVIEWED FOR 'CODE COMPLIANCE APPROVED MAY 10 2013 AT kik City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 3 2013 PERMIT CENTER REVISION N0:1. 1J l z- 3s 3 A H A I, SNACKS C a r c h i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com SAHALE SNACKS CONSULTANT 7052 t'v REGISTERED ARCHITECT KAT RYN M CRAFT STATE OF WASHiNGT N i REVISIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 OWNER REVISION 4/17/2013 SHEET TITLE: FLOOR PLAN DATE: DESIGN: 5/02/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.1 COPYRIGHT CRAFT ARCHITECTS 2012 05/02/13 - 8:13am 12-553_A6.1 (DOOR SCHEDULE).dwg WOOD STAIR STRII TO 1 28 RISER PAINTED 1 RAILING, OFF ADJACENT WA JITH 2X12 WOOD GERS, ATTACHED XIST MEZZANINE. TOTAL @ 6.86" /2" TUBE STEEL ET 1 1/2" FROM L 3' -0" FROM AFF /NOSING NEW FRAMED LANDING AT TOP OF NEW STAIRS WITH NEW GUARDRAIL 3 -1/2" X 3 -1/2" X 3/16" HSS WELD TO COLUMNS AT JAMB IMP HEAD DETAIL 1 1/2" = 1' -0" g13 IMP JAMB DETAIL 1 1/2" = 1 ' -0" 3 -1/2" X 3 -1/2" X 3/16" HSS BOLT TO EXISTING SLAB DOOR /OPENING SCHEDULE OPENINGS FRAMES DETAILS REMARKS Na TYPE W x H THK MATL GL INSUL RA11NG HDW FIN TYPE MATL FIN HD JAMB SILL 105 F PAIR 3' -0" X 7' -0" 1 3/4" MTL - - A FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 106 G PAIR 3' -0" X 7' -0" 1 3/4" MTL - - C FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 108 F PAIR 3' -0" X 7' -0" 1 3/4" MTL - - G FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 109A F 3' -0" X 7' -0" 1 3/4" MTL - - G FF 1 MTL FF 3/A6.1 2/A6.1 1/A6.1 109B IS 8' -0" X 8' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 110 IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 111A IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 111B SC 6' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 112A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 112B IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 112C IM PAIR 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 113 IM PAIR 3' -0" X 7' -O" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 115 SC 10' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 116A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 116B IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 117A IS 1 6' -0" X 10' -0" ll 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 117B SC 1O' -0" X 8' -0" - VINYL - - - FF - SST FF - - - 118 SC 14' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 119A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 119B IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 119C IM 4' -0" X 7' -0" : 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 120A IS -. 6' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 120B IM 4' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 121A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 121 B IM 4' -O" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 122 IM 4' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 123A S 10' -0" X 14' -0" - MTL - 3HR RATE - FF - - - - - - 3HR RATED OVERHEAD COILING DOOR 123B S 10' -0" X 14' -0" - MTL - 3HR RATE - FF - - - - - - 3HR RATED OVERHEAD COILING DOOR 123C F 3' -0" X 7' -0" 1 3/4" MTL * - A PAINT 1 MTL PAINT 3/A6.1 2/A6.1 1/A6.1 215 F PAIR 3' -0" X 7' -0" 1 3/4" MTL - - D FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 DOORS TO BE LOCATED AT MEZZANINE LEVEL ABOVE CIRCULATION 115 V INT. DOOR HEAD WALL TYPE AS SCHEDULED STEEL RUNNER BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED SCALE: 3" = 1' -0" V INT. DOOR JAMB WALL TYPE AS SCHEDULED 20 GA. STEEL STUD BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED SCALE: 3" = 1' -0" Q DOOR AND TRIM 1/4" Q DOOR AND TRIM 1/4" rAP 1/4" Q DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESIL FLOOR MATL DOOR CARPET CONC /SLR DOOR CARPET SILL /FLOOR TRANSITION SCALE: 3" = 1' -0" DOOR /RELITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE RELITE 8" TG 8" G (HALF GLASS DOOR) PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE IM (IMPACT) IS (IMP SLIDING) FRAME TYPES: PER SCHEDULE PER SCHEDULE / 1 PER SCHEDULE PER SCHEDULE / < > 2 0 0 co 0 Q PER DOOR SCHEDULE PER DOOR SCHEDULE S (COILING) V1(1.---?)6 '1/ PER SCHEDULE PER SCHEDULE SC (STRIP CURTAIN) DOOR SCHEDULE NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2013 City of Tukwila BUILDING DIVISION 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404/T1.2. 2. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 3. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, U.N.0.. 4. INTERIOR DOOR FRAMES TO BE KNOCK -DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH. 5. IG INDICATES INSULATED GLAZING, TYP. 6. TG INDICATES TEMPERED GLAZING, TYP. 7. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 8. ALL EXTERIOR /BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U- FACTOR OF 0.40 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40 BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC. 9. DOORS OPENING INTO SEMI - HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.60 MAX U- FACTOR. 10. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2009 WSEC 1314.5. 11. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 12. GC TO COORDINATE WITH TENANT MASTER -KEY PROGRAM, ALL LOCKS TO BE COMPLIANT WITH KEY PROGRAM DOOR HARDWARE NOTES: TYPE A: TYPE B: TYPE C: TYPE D: TYPE E: TYPE F: TYPE G: TYPE H: TYPE I: TYPE J: TYPE K: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, PANIC HARDWARE, WEATHER STRIPPING, DROP SEAL OFFICE TYPE LOCKSET PUSH /PULL, CLOSER PASSAGE SET, CLOSER OFFICE TYPE LOCKSET, CLOSER PASSAGE SET STOREROOM LOCKSET PRIVACY SET PRIVACY WITH 'IN USE' INDICATOR MANUAL PUSH BUTTON LOCK, CLOSER CLOSER, PANIC HARDWARE, KEYCARD READER RECEIVE: CITY OF T U KW I: MAY 0 3 2013 HERMIT CENTF I. .. SAHAI, SNACKS 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafts rch i tects . co m SAHALE SNACKS CONSULTANT 7052 REGISTERED ARCHITECT KA "YN M CRAFT STATE OF WASHIN TON REVISIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 OWNER REVISION 4/17/2013 SHEET TITLE: DOOR SCHEDULE AND DETAILS DATE: DESIGN: 5/02/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.1 COPYRIGHT CRAFT ARCHITECTS 2012 01/21/13 - 3:20pm 12- 553_A0.1 (SITE PLAN).dwg LANDING SUPPORT ANGLES STL CLIP ANGLE TO TILT -UP PANEL STEEL STRINGER, PAINTED 2"0 PIPE COL. @ CORNER OF LANDING 1-1/2"0 ROUND STL HNDRL WELD & GRIND SMOOTH 1/4" BENT TEXTURED STL. PLATE LANDING & OPEN STEEL GRADED TREADS 1/4" x 12" 1/4" STL PLATE RISERS 0 MAX. LEADING EDGE RADIUS @ STAIR: 1/2" PER IBC 1009.3.2 l'-11 PRE -ENG. MTL. STAIR 1/4"=1'- 0" GUARDRAIL AT 42" HANDRAIL AT 36" 0 6' i J 0 2' -0" 1' -0" Jr' 1' -0" 6"0 x 4' -0" HT. CONC. FILLED CORED PIPE BOLLARD 5' -0" CONCRETE LANDING �IAr Fa IZ COPY Permit No. • , . �- .�.� 3 •", ' 'tiM approval is subject to errors and omisslans. :,on5a.ruction documents does not author zs my adopted code or ordinance. Ret2 :pt o ;.. ; rc /t ox Field Copy and • • ao wledged: PLAN AT TYP. � PRE -ENG. MTL. STAIR Date: Ce- �� City Of lbkwila BUILDING DIVISION 1/4" = 1' -0" changes shall be made to the scope of work without prior approval of . Tukwila Building Division. .rac.• will require a new plan submittal y include additional plan review fees. :fArtiTE PERMIT c'.,--QUIRED FOR: teMechanicai CiPtiectrical IF'iumbing t + as Piping City of Tukwila PLD NG DIVISION ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN " = 20' -0" GENERAL NOTES: 1. ALL COLUMNS AND EXTERIOR WALLS ARE EXISTING TO REMAIN. 2. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. 3. STRUCTURAL REVIEW IS REQUIRED FOR ANY ROOF TOP EQUIPMENT OR ROOF PENETRATIONS. EGRESS SUMMARY A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1016.1) MAX. TRAVEL DISTANCE S -1, F -1 OCCUPANCY: 250' (TABLE 1016.1) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (1014.3 EXCEPTION 1) C. MINIMUM CORRIDOR WIDTH: 44" (1018.2) D. REQUIRED EGRESS WIDTH: 0.2 PER OCCUPANT (1005.1)= 79.8" REQUIRED REQUIRED STAIR EGRESS WIDTH: 0.3 PER OCCUPANT (1005.1)= 119.7" REQUIRED E. MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) F. MAXIMUM DEAD END CORRIDOR: 50' (1018.4) LEGEND: EXIT EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ENERGY CODE COMPLIANCE: 1. PROJECT SHALL COMPLY WITH 2009 WASHINGTON STATE ENERGY CODE INCLUDING BUT NOT LIMITED TO THE FOLLOWING PROVISIONS: A. 1310.2 SEMI - HEATED SPACES: FOR SEMI - HEATED SPACES HEATED BY OTHER FUELS ONLY, WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS SEPARATE SEMI - HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE IS HEATED SOLELY BY A HEATING SYSTEM CONTROLLED Y A THERMOSTAT WITH A MAXIMUM SET POINT CAPACITY OF 45 DEGREES, MOUNTED NO LOWER THAN THE HEATING UNIT. B. 1314 AIR LEAKAGE: 1314.1 BUILDING ENVELOPE SEALING: THE FOLLOWING AREAS OF THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO MINIMIZE AIR LEAKAGE: • JOINTS AROUND FENESTRATION AND DOOR FRAMES; • JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AT BUILDING CORNERS, BETWEEN WALLS AND STRUCTURAL FLOORS OR ROOFS, AND BETWEEN WALLS AND ROOF OR ROOF PANELS; • OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOFS, WALLS AND FLOORS; • SITE -BUILT FENESTRATION AND DOORS; • BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS; • JOINTS, SEAMS AND PENETRATIONS OF VAPOR RETARDERS; AND • ALL OTHER OPENINGS IN THE BUILDING ENVELOPE. C. 1314.2 GLAZING AND DOORS: AIR LEAKAGE FOR FENESTRATION AND DOORS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 400 OR MMA/WDMA/CSA 101/IS2/A440 OR ASTM E283 AS SPECIFIED BELOW. AIR LEAKAGE SHALL BE DETERMINED BY A LABORATORY ACCREDITED BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION, SUCH AS THE NATIONAL FENESTRATION RATING COUNCIL, AND SHALL BE LABELED AND CERTIFIED BY THE MANUFACTURER. AIR LEAKAGE SHALL NOT EXCEED: • 1.0 CFM /FT2 FOR GLAZED SWINGING ENTRANCE DOORS AND REVOLVING DOORS, TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400, AAMA /WDMA /CSA 101/IS2/A440, OR ASTM E283. • 0.04 CFM /FT2 FOR CURTAIN WALL AND STOREFRONT GLAZING, TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400, AAMA /WDMA /CSA 101/IS2/A440, OR ASTM E283. • 0.2 CFM /FT2 FOR ALL OTHER PRODUCTS WHEN TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA /CSA 101/IS2/A440, OR 0.3 CFM /FT2 WHEN TESTED AT A PRESSURE OF AT LEAST 6.24 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH AAMA /WDMA /CSA 101/I.S/A440. D. 1314.6 CONTINUOUS AIR BARRIER: NOT REQUIRED FOR BUILDINGS LESS THAN FIVE STORIES KEY NOTES: 1. EXISTING TENANT DEMISING WALL 2. NO WORK IN THIS AREA 3. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRANCE /EXIT TO REMAIN 4. NEW EXIT SIGN PER IBC SECTION 1011 5. EXISTING EXIT SIGN TO REMAIN 6. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS TO REMAIN 7. EXISTING PARKING STALLS TO REMAIN, TYP 8. EXISTING STORAGE RACKING 9. NEW PRE - MANUFACTURED STAIR AND CONCRETE LANDING TO REPLACE EXISTING STAIR, SEE DETAILS 2/A0.1 AND 3/A0.1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2.4 2013 PERMIT CENTER REVISION. NOL Dt� 3s3 t T. SAHA SNAGKS* 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafta rc h i tects . co m SAHALE SNACKS O 0 W g 1'; W cf) w U Q O � N Tr iJ E r0 VJ r_ CONSULTANT 7052 C" " REGISTERED ARCHITECT KA YfvI AH CRAfff Vgat OF WA ; ,NGT ki REV SIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 SHEET TITLE: ARCHITECTURAL SITE/ EGRESS /WAREHOUSE PLAN 01/21/2013 DATE: DESIGN: DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A0.1 COPYRIGHT CRAFT ARCHITECTS 2012 01/21/13 - 3:14pm 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" 11 1 a a 1 r1 -r u II LC � 0 N J GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 1.1. EXTERIOR WINDOWS TO REMAIN 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN 1.3. DOOR HARDWARE TO REMAIN 1.4. LIGHT FIXTURES TO REMAIN 1.5. SUSPENDED CEILING GRID TO REMAIN, PANELS TO BE REPLACED 1.6. GWB CEILING TO REMAIN 1.7. FLOOR FINISHES AND WALL BASE TO BE REPLACED 1.8. TOILET ACCESSORIES TO REMAIN 1.9. WAINSCOT TO REMAIN 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. ALL FLOOR FINISHES (CARPET, VCT, CERAMIC TILE) AND FLOOR BASE TO BE REMOVED AND DISPOSED OF, TYPICAL THROUGHOUT. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 4. REMOVE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, DOORS AND DOOR FRAMES, AS DESCRIBED. DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES U.N.O. 5. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING, BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE; INCLUDING WAREHOUSE 123 & WAREHOUSE 124 6. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 7. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 8. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 9. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 10. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 11. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 12. THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION, ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, DAILY. 13. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 14. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 15. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER AND DESIGNER. 16. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 17. TEMPORARY AIR -TIGHT CONSTRUCTION BARRIERS WILL BE CREATED AS NECESSARY TO MAINTAIN A SEPARATION FROM EXISTING MATERIAL STORAGE AND OPERATING MANUFACTURING AREAS; COORDINATE EXACT NEEDS WITH OWNER. LEGEND: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION EXIST. WALLS / PARTITION TO REMAIN PARTITION/ WALL TO BE DEMOLISHED N KEY NOTES: 1 EXISTING ELECTRICAL PANELS TO BE ABANDONED/ RELOCATED IF NECESSARY 2. EXISTING STRIP CURTAINS TO BE REMOVED, RELOCATED AS REQUIRED 3. DEMOLISH WALL FOR NEW 10'X10' OPENING IN EXISTING IMP ENCLOSURE 4. EXISTING MEZZANINE TO REMAIN 5. DEMOLISH WALL NEW 3'X7' FRAMED OPENING 6. DEMOLISH WALL FOR NEW 10'X10' FRAMED OPENING 7 EXISTING ELECTRICAL PANELS TO REMAIN, MAINTAIN WALL FOR PANELS, DEMOLISH THE REMAINING PORTION OF WALL 8. REMOVE EXISTING ROLL -UP FIRE DOOR, STORE ON SITE FOR FUTURE INSTALL 9. EXISTING STORAGE RACKING TO REMAIN, RELOCATE AS NECESSARY TO ACCOMMODATE NEW MANUFACTURING LAYOUT cV N EXISTING ELECTRICAL PANEL TO BE RELOCATED IN SAME ROOM, PER OWNER'S DIRECTION 12. DEMOLISH EXISTING EXTERIOR DOOR IN PREPARATION FOR NEW EXTERIOR STAIR 13. DEMOLISH PORTION OF EXISTING WALL AT EXISTING MEZZANINE LEVEL FOR NEW DOORS FOR EQUIPMENT ACCESS, DOORS CENTERED OVER 10' -0" AISLE 14. REMOVE EXISTING AIRLINE 15. DEMOLISH EXISTING EXTERIOR STAIR RIAMMMICOMMOITMOIMMV4MAIIMOIMMOZONINItahMIUMCVS DEMOLITION PLAN 1/1 6" = 1' -0" s )1 '" I!5 T , _r SAHAL 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafta rch itects. com SAHALE SNACKS O O W W co w F; Z Q a- Q r _ I W ic O�^ V, cv) CONSULTANT REGISTERED ARCHITECT I REV SIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12 /2012 SHEET TITLE: DEMOLITION PLAN DATE: DESIGN: 01/21/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC RECEIVED ORIGINAL DRAWING IS 24" x 36 ". CITY OF TUKWILA SCALE ENTITIES ACCORDINGLY IF REDUCED JAN 2 4 2013 'ERMIT CENTER SHEET NO: A1.1 COPYRIGHT CRAFT ARCHITECTS 2012 12- 553_A2.1 (FLOOR PLAN).dwg, 01/21/13 - 3:23pm 10 PACKAGING 122 PACKAGING 120 58' -0" PACKAGING 117 ENLARGED EQUIPMENT PLAN 1/8" = 1 -0" 58' -0" 58' -0" 58' -0" 58' -0" N 3/16" THICK ALUM DIAMOND PLATE DECK IN MULTIPLE SPAN SIZE OF 48 " -60" WIDTHS, ATTACHED TO STRUCTURE PER STRUCTURAL PRE - MANUF. LADDER PER MANUFACTURER PAINTED STEEL EQUIP. PLATFORM PER STRUCTURAL EQUIPMENT MEZZANINE ELEVATION 1/4" = 1' -0" 58' -0" GENERAL NOTES: 1. ALL EXISTING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, LIGHT FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL FLOOR FINISHES AND WALL BASE TO BE REPLACED, TYPICAL THROUGHOUT. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL EXIST MANUFACTURING WALLS. 3. ALL FINISHES PER ROOM FINISH SCHEDULE SHEET A6.2 4. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 5. ALL NEW OFFICE PARTITIONS WALLS TO BE WALL TYPE 1 , U.O.N. SEE SHEET A8.1 FOR WALL TYPES. 6. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 7. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 8. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 9. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 10. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. ALL EXISTING CONCRETE FLOORS TO BE PATCHED, CLEANED AND SEALED LEGEND: EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION NEW IMP PARTITION, FRP CLAD KEY NOTES: EXIST OFFICE WAREHOUSE 124 WAREHOUSE 123 EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. NEW TRIPLE -BASIN SINK INSTALLED ON EQUIPMENT DECK 3. 10'X20' SCALE DECK EQUIPMENT PLATFORM PER STRUCTURAL 4. EXISTING 10'X20' SCALE DECK EQUIPMENT PLATFORM RELOCATED FROM EQUIPMENT STAGING 112 TO PACKAGING 117 19' -4" 20' -0" 3 EXIST OFFICE LOCKETS 103 r) PACKAGING 122 PACKAGING 120 PACKAGING 117 EXIST R &D BLENDING PROCESSING 121 PROCESSING 119 PROCESSING 116 MATERIAL STORAGE 102 EXPANDED R &D MATERIAL CIRCULATION 115 EXIST HALL L EXISTING MEZZANINE ABOVE, AS INDICATED WITH SHADE NEW WOOD STAIR TO EXISTING MECHANICAL MEZZANINE, SEE DETAILS 17/A6.1 AND 18/A6.1 7. NEW HAND SINK 8. NEW FRAMED IMP OPENING, AROUND EQUIPMENT, COORDINATE EXACT LOCATION WITH OWNER 9. EXISTING OSHA COMPLIANT PREFABRICATED METAL STAIR 10. NEW OSHA COMPLIANT PREFABRICATED METAL STAIR TO MATCH EXISTING 11. NEW MULTI -USER HAND WASH SINK 12. EXIST ELECTRICAL PANELS /TRANSFORMER, STRIPE 'RED' BORDER TO NOTE REQUIRED CLEARANCE IN FRONT OF PANELS 13. FILL ALL EXISTING EXPANSION JOINTS IN CONCRETE PANELS, FLOOR TO ROOF STRUCTURE, TYPICAL 14. PAINT 18" WIDE WHITE STRIPE ON FLOOR AT ALL PERIMETER WALLS 15. PLUMBING ROUGH -IN FOR FUTURE TRIPLE BASIN SINK 16. NEW 3' -0" X 7' -0" FRAMED OPENING 17. NEW 4' -0" TALL, BOLT DOWN, 6" DIAMETER STEEL PIPE BOLLARD, PAI NTED SAFETY YELLOW 18. FUR OUT EXISTING WALL TO COVER EXPOSED CONDUIT 19. NEW 2" AIRLINE, CONFIRM EXACT LOCATION WITH OWNER 20. NEW 10' -0" HIGH FRAMED IMP OPENING 21. NEW PARTITION WITH 5/8" GWB EACH SIDE, FINISH TO MATCH ADJACENT, FRAMING PER STRUCTURAL MATERIAL STAGING 118 PROCTOR 114 MATERIAL SORTING 111 5'- MECHANICAL ROOM 109 ANCE FLOOR PLAN 1/16" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED 1 JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 4 2013 PERMIT CENTER SAHAL ACx C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com SAHALE SNACKS CONSULTANT 7052 REGISTERED ARCHITECT KAT' °'`& M RA T STATE OF HC C T REVISIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 SHEET TITLE: FLOOR PLAN DATE: DESIGN: 01/21/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.1 COPYRIGHT CRAFT ARCHITECTS 2012 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" WAREHOUSE 124 01/21/13 - 3:25pm WAREHOUSE 123 EQ EQ EQ EQ EQ 0 Eq EQ 3'8" EQ EQ 3' -8" EQ EXIST OFFICE EXIST BREAKROOM EXIST OFFICE -IAL LOCKERS 10 103 PACKAGING 122 PliteCESSINt= MATERIAL STORAGE 102 1 PROCTOR 114 E 0 MATERIAL SORTING 111 0 0 MECHANICAL ROOM 109 1 1 1 GENERAL NOTES: 1_ SUSPENDED CEILING AND LIGHT FIXTURES TO REMAIN, TYPICAL THROUGHOUT. GWB CEILINGS, SPRINKLER HEADS AND HVAC SUPPLY /RETURN TO REMAIN, MODIFY AS SHOWN OR REQUIRED TO SUIT NEW LAYOUT 2. REPAIR /REPLACE SPRINKLER CAPS 3. CLEAN ALL HVAC GRILLS /VENTS 4. PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN - BUILD. LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT- CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1. LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE. D. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF WSEC 1513 INCLUDING BUT NOT LIMITED TO LOCAL CONTROL AND ACCESSIBILITY, DAY LIGHTING AND COMMISSIONING. E. PER 2009 WSEC 1314.4, RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES SHALL BY TYPE IC RATED, AND CERTIFIED UNDER ASTM E283 TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT 75 PASCALS OR 1.57 LBS /FT2 PRESSURE DIFFERENCE AND HAVE A LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST METHOD. RECESSED LIGHTING FIXTURES SHALL BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE. 5. HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51 -52) B. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2009 INTERNATIONAL MECHANICAL CODE. THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6. EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 7. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. LEGEND: MEM EXIST R &D E P4I\DED R &D 1)1 N 1 i cJ N N) N JT N) N REFLECTED CEILING PLAN 1/1 6" = 1' -0" R INTERNALLY LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. 1X4 SURFACE MTD. FLUORESCENT W/ WRAP AROUND ACRYLIC LENS NEW 2X4 LAY -IN FLUORESCENT LIGHT, IC RATED, (2) T -5 LAMPS PER FIXTURE NEW 2x4 LAY -IN FLUORESCENT "NIGHT LIGHT" IC RATED, FOR EGRESS ILLUMINATION @ MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9., (2) T -5 LAMPS PER FIXTURE SUSPENDED ACOUSTIC CEILING TILE AND GRID: ARMSTRONG, CORTEGA, 24" X 48" SQUARE LAY -IN TILE, WHITE WITH CLASS "A" 15/16" EXPOSED "T" GRID SYSTEM, WHITE GWB GYPSUM BOARD CEILING OPEN TO STRUCTURE RELOCATED LIGHT FIXTURE KEY NOTES: O REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 1. NEW CEILING GRID, TO ALIGN WITH ADJACENT EXISTING GRID, MATCH ADJACENT CEILING HEIGHT. NEW GRID SUPPORTED BY NEW FRAMING PER STRUCTURAL, SEE SHEET S1.0 2. INSULATED METAL PANEL CEILING GRID, TYP. 3. PATCH /INFILL CEILING GRID, REPLACE TILES WITH WASHABLE CEILING TILE 4. EXIST GRID AND LIGHTS TO REMAIN, TILES TO BE REPLACED 5. NEW WASHABLE CEILING TILE /GRID THIS ROOM ONLY 6. LIGHT FIXTURES ARE EXISTING, MODIFY AS NECESSARY TO FIT NEW LAYOUT 7. EXISTING WAREHOUSE LIGHTS ABOVE NEW IMP ENCLOSURES TO BE REMOVED, UTILITY LIGHTING TO BE INSTALLED ON SEPARATE SWITCH LIGHTING IN WAREHOUSE 123 TO BE UPGRADED RECEIVED CITY OF TuKV'J(l, JAN 2 k 2013 PERMIT CENTER 1)12_,--- 35-3 AHALE SNACKS C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafta rch itects. com SAHALE SNACKS CONSULTANT 7052 REGISTERED ARCHITECT REVISIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 SHEET TITLE: DATE: DESIGN: REFLECTED CEILING PLAN 01/21/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.2 COPYRIGHT CRAFT ARCHITECTS 2012 3' -6" GUARD RAIL EXIST MEZZANINE WOOD STAIR WITH 2X12 WOOD STRINGERS, ATTACHED TO EXIST MEZZANINE. 28 RISERS TOTAL 4) 6.86" PAINTED 1 in TUBE STEEL RAILING, OFFSET 1 " FROM ADJACENT WALL © 3' -0" FROM AFF /NOSING TR D AX / EXIST WALL BEYOND. UPPER LEVEL -J 16' -0" LANDING j 2X8 WOOD FRAMING NEW WALL BEYOND. 7' -5" / / 1' -0" STAIR SECTION 11 0 1 8' -3 1/2" 1 STAIR PLAN u 13 TREADS 1 /4" = 1 -0" 01/21/13 - 3:27pm 12- 553_A6.1 (DOOR SCHEDULL ).dwg 3 -1/2" X 3 -1/2" X 3/16" HSS WELD TO COLUMNS AT JAMB IMP HEAD DETAIL 1 1 /2" = 1' -O" IMP JAMB DETAIL 3 -1/2" X 3 -1/2" X 3/16" HSS BOLT TO EXISTING SLAB 1 1 /2" = 1 -O" DOOR /OPENING SCHEDULE OPENINGS FRAMES DETAILS REMARKS NO. TYPE W x H j THK MATL GL INSUL FIRE G RATIN HDW FIN TYPE MATL FIN HD JAMB SILL 105 F -0 PAIR 3'" X 7'4' 1 3/4' MTL - MTL - . - - - - - - - - - - - - - - - _ - - A - - F - - F - 2 - - - - - - FF - 3/A6.1 2/A6.1 1 /A6.1 106 G PAIR 3' -O" X 7' -0" 1 3 4" MTL - - C FF 2 MTL FF 3 A6.1 2 A6.1 1 A6.1 108 F PAIR 3' -O" X 7' -O" 1 3/4" MTL - - G FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 - - -- - - - -- - -- -- -- 109A F - -0 3' " X 7' -0" 1 3/4" - MTL - _ -- - - G - - -_ FF - - - -1 MTL FF 3/A6.1 2/A6.1 - 1/A6.1 - - -- - -- 109B IS 8' -O" X 8' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 110 IM 3' -O" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 111A IM 3' -O" X 7' -O" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED Sc INSTALLED BY IMP SUPPLIER 111B SC 6' -O" X 10' -0" - VINYL - - - FF - SST FF - - - 112A SC 12' -O" X 10' -O" - VINYL - - - FF - SST FF - - - 112B IS 10' -0" X 10' -O" 1 3 4" PLASTIC /IMP - - - __ - FF - SST FF 14 A6.1 13 A6.1 - - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 112C IM PAIR 3' -O" X 7' -O" 1 3/4" PLASTIC /IMP * - - -- FF - SST - FF 14/A6.1 13/A6.1 DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 113 IM PAIR 3' -O" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 115 SC 10' -0" X 10' -0" - - - FF - - - VINYL SST FF - 116A SC 12' -0" X 1O' -O" - VINYL - - - FF - SST FF - - - 116B IS 10' -O" X 10' -O" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 116C IM 3' -O" X 7' -O" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 117A IS 10' -0" X 10' -O" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 117B SC 10' -O" X 8' -O" - VINYL - - - FF - SST FF - - - 118 SC 14' -0" X 10' -O" - VINYL - - - FF - SST FF - - - 119A SC 12' -O" X 10' -O" - VINYL - - - FF - SST FF - - - 119B IS 10' -0" X 10' -O" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 119C IM 3' -O" X 7' -O" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 120A IS 10' -0" X 10' -0" 1 3/4 PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 120B SC 10' -0" X 8' -O" - VINYL - - - FF - SST FF - - - 121A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - 121B IM 3' -O" X 7' -O" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 122 SC 10' -0" X 8' -O" - VINYL - - - FF - SST FF - - - 123A S 10' -0" X 14' -0" - MTL - 3HR RATE - FF - - - - - - 3HR RATED OVERHEAD COILING DOOR 123B S 10' -0" X 14' -O" - MTL - 3HR RATE - FF - - - - - - 3HR RATED OVERHEAD COILING DOOR 123C F 3' -O" X 7' -O" 1 3/4" MTL * - A PAINT 1 MTL PAINT 3/A6.1 2/A6.1 1/A6.1 215 F PAIR 3' -O" X 7' -O" 1 3/4" MTL - - D FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 DOORS TO BE LOCATED AT MEZZANINE LEVEL ABOVE CIRCULATION 115 V INT. DOOR HEAD WALL TYPE AS SCHEDULED STEEL RUNNER BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED SCALE: 3" = 1' -0" r Y INT. DOOR JAMB WALL TYPE AS SCHEDULED 20 GA. STEEL STUD BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED SCALE: 3" = 1' -0" (A) 'B) Q DOOR AND TRIM 1 /4" Q DOOR AND TRIM 1/4" Q DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESIL FLOOR MATL DOOR CARPET CONC /SLR DOOR CARPET SILL /FLOOR TRANSITION 1 SCALE: 3" = 1 ' -0" DOOR /RELITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE RELITE 8" TG 8" G (HALF GLASS DOOR) PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE r 1' TG, IM (IMPACT) PER DOOR SCHEDULE IS (IMP SLIDING) FRAME TYPES: PER SCHEDULE PER SCHEDULE 1 PER SCHEDULE PER SCHEDULE < > 2 PER DOOR SCHEDULE PER DOOR SCHEDULE PER SCHEDULE PER SCHEDULE S (COILING) SC (STRIP CURTAIN) DOOR SCHEDULE NOTES: 3 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION I 1, ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404/T1.2. 2. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 3. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, U.N.0.. 4. INTERIOR DOOR FRAMES TO BE KNOCK -DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH. 5. IG INDICATES INSULATED GLAZING, TYP. 6. TG INDICATES TEMPERED GLAZING, TYP. 7. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 8. ALL EXTERIOR /BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U- FACTOR OF 0.40 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40 BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC. 9. DOORS OPENING INTO SEMI - HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.60 MAX U- FACTOR. 10. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2009 WSEC 1314.5. 11. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 12. GC TO COORDINATE WITH TENANT MASTER -KEY PROGRAM, ALL LOCKS TO BE COMPLIANT WITH KEY PROGRAM DOOR HARDWARE NOTES: TYPE A: TYPE B: TYPE C: TYPE D: TYPE E: TYPE F: TYPE G: TYPE H: TYPE I: TYPE J: TYPE K: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, PANIC HARDWARE, WEATHER STRIPPING, DROP SEAL OFFICE TYPE LOCKSET PUSH /PULL, CLOSER PASSAGE SET, CLOSER OFFICE TYPE LOCKSET, CLOSER PASSAGE SET STOREROOM LOCKSET PRIVACY SET PRIVACY WITH 'IN USE' INDICATOR MANUAL PUSH BUTTON LOCK, CLOSER CLOSER, PANIC HARDWARE, KEYCARD READER RECEIVED CITY OF TUKWILA JAN 2 . 2013 PERMIT CENTER viz SAHA SNAG 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com SAHALE SNACKS CONSULTANT 7052 REGISTERED ARCHITECT KA YN M RAF T STATE Of WASHjiGTC REV SIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 SHEET TITLE: DOOR SCHEDULE AND DETAILS DATE: DESIGN: 01/21/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.1 COPYRIGHT CRAFT ARCHITECTS 2012 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL FIN MTL FIN MTL FIN MTL FIN MTL HT 101 EXPANDED R &D EXIST SLR - GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 APC EXIST WASHABLE, SECURED APC 102 MATERIAL STORAGE EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST 103 LOCKERS EXIST R -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST 105 ROOM EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST 106 HALL EXIST R -1 RB -1 _ GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 APC EXIST REPLACE ALL EXISTING TILES 107 BLENDING EXIST SLR GWB PT -1 /FRP GWB PT -1 /FRP GWB PT -1 /FRP GWB PT -1 /FRP APC ±12' -O" AFF WASHABLE, SECURED APC 108 MAINTENANCE EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 109 MECHANICAL ROOM EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 _ - 110 GOWNING EXIST SLR _ _ IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 111 MATERIAL SORTING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 112 EQUIPMENT STAGING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 113 WASHROOM EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 114 PROCTOR EXIST SLR IMP - IMP - IMP - - IMP - IMP ±20' -O" AFF 115 MATERIAL CIRCULATION EXIST SLR _ IMP - IMP - IMP IMP - IMP ±20' -O" AFF 116 PROCESSING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 117 PACKAGING EXIST SLR IMP - IMP - IMP - - IMP - IMP ±20'-0" AFF 118 MATERIAL STAGING EXIST SLR _ IMP - IMP - IMP IMP - IMP ±20' -0" AFF 119 PROCESSING EXIST SLR _ IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 120 PACKAGING EXIST SLR IMP - IMP - IMP - IMP - IMp ±20' -0" AFF 121 PROCESSING EXIST SLR _ IMP - IMP - IMP - - IMP - IMP ±20' -0" AFF 122 PACKAGING EXIST SLR IMP - IMP - IMP IMP - IMP ±20' -0" AFF 123 WAREHOUSE EXIST SLR EXIST - EXIST - EXIST - EXIST - - 124 WAREHOUSE EXIST SLR EXIST - EXIST - EXIST - EXIST - _ - FINISH SPECIFICATIONS: FLOOR FINISHES: WALL FINISHES: FLOOR FINISH TO BE SLR -1, U.N.O. 1 R 2 SLR 1 VCT MANNINGTON COMMERCIAL: SOLIDPOINT COLOR: TOASTED SESAME, 337 VCT MANNINGTON COMMERCIAL: SOLIDPOINT COLOR: CHERRYWOOD, 338 SEALED CONCRETE CLEAR WALL FINISH TC BE PT -1, U.N.O. PT 1 PT 2 PT 3 PT 4 FRP 1 ROOM FINISH GENERAL NOTES: PAINT (GENERAL) SHERWIN WILLIAMS, ANTIQUE WHITE PAINT (ACCENT) SHERWIN WILLIAMS, REFUGE LEVEL 5 PAINT REQUIRED PAINT (ACCENT) SHERWIN WILLIAMS, CAJUN RED LEVEL 5 PAINT REQUIRED PAINT (ACCENT) SHERWIN WILLIAMS, WHOLE WHEAT FRP- WHITE 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL 10. THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT 11. AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UNLESS OTHERWISE NOTED. 3. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UNLESS OTHERWISE NOTED. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UNLESS OTHERWISE NOTED. 4. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 15. 5. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 6. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UNO. REFER TO FINISH LEGEND FOR EXCEPTIONS 12. 13. 14. 01/21/13 - 3:32pm WALL BASE: WALL BASE TO BE B -1, U.N.O. B 1 4" BASE ROPPE, RUBBER COLOR: 193 BLACK BROWN REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS OTHERWISE NOTED. SEE ALSO TRANSITION DETAILS THIS SHEET. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76 -200 AND SMOKE - DEVELOPED INDEX OF 0 -450 PER IBC CHAPTER 8. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 4 2C PERMIT CENTER SA . . .... SNAKS° 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com SAHALE SNACKS CONSULTANT REGISTERED ARCHITECT REV SIONS: FOR PERMIT 10/31/2012 OWNER REVISION 12/12/2012 SHEET TITLE: FINISH SCHEDULE DATE: DESIGN: 01/21/2013 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.2 COPYRIGHT CRAFT ARCHITECTS 2012 10/31/12 - 12:28pm 12- 553_T1.1 (COVER SHEET - SMALL).dwg ABBREVIATIONS V J 1 AB AC A/C ACP ACT ADH ADJ ADJT AF AFF AL ALT AP APPROX ARCH ASPH BD BETW BLDG BLK BLDG BM BRG BOT BSMT BUR CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ABOVE FINISH FLOOR ALUMINUM ALTERNATE ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT BOARD BETWEEN BUILDING BLOCK BUILDING BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CPT CT CTR CY DBL DEPT DET DF DIA DIAG DIM DISP DN DR DWR DS DW DWG E EA EB EJ EL ELEC ELEV EM EM ER ENCL EP EWC EPX EQ EQPT EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FIN CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN(W /0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH REVISIONS Ida changes shall be made to the scope cf wct without prior approval of ukvi;la Building Division. 1 i :777. f v na wiii roq +sire a new plan submittal :;. rr:s2 ins ude additional plan review fees. Perrtn. No. OU COPY p1^- r^• vi proval is subject to errors and omission, (J C.; •. r ioi1 documents dons not utbc a C, .. ,.:. ^r; ,., s adopted codo cr ordinanc€. Rxe pt 4 r; qY ons is acknowledged Duo: , i I► zo1 S City Of Tukwila BUL.DiNG DIVISION FL FLG FLUOR FM FOC FOF FOIC F010 FOS FS FT FTG FTIC FTIO FU RR FUT FUTURE - RIO FX GA GALV GB GL GLBM GEN CONTR GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH D G HM NCL NSUL NT JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MET OR MTL MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MULL N NIC NO /# NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL P LAM PLYWD PNL PNT PR FLOOR FLASHING FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTRACTOR FURNISH BY OWNER INSTALL BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY FIXED GAGE GALVANIZED GRAB BAR GLASS OR GLAZING GLU -LAM BEAN GENERAL CONTRACTOR GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTI LIATI O N / AIR CONDITIONING HOT WATER HEATER NSIDE DIAMETER/ DIMENSION NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GYP BD MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD /R PTN PTR PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE R RISER RA RETURN AIR RAD RADIUS RB RESILIENT BASE R &S ROD & SHELF RD ROOF DRAIN RD /0 ROOF DRAIN OVERFLOW REBAR REINFORCING BAR REF REFERENCE REFR REFRIGERATOR REINF REINFORCED REQ'D REQUIRED REV REVISION RH RIGHT HAND OR ROBE HOOK RESIL RESILIENT RM ROOM RO ROUGH OPENING RT RESILIENT TILE RUB RUBBER RVS REVERSE RW RAIN WATER RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SNT SEALANT SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK ST STONE /STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T &13 TOP & BOTTOM TG TEMPERED GLASS THK THICK THR THRESHOLD TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VWC VINYL WALL COVERING W WEST W/ WITH W/0 WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WP WATER PROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT XFMR TRANSFORMER YD YARD PLANNING APPROVED No changes Can be made to these plans without approval from the Planning Di vision of DOD Approved By:, Date: , \\--1 SYMBOLS WT COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION --- CLOUD AROUND REVISION A MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES (NDO» WINDOW BUG INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE ROOM IDENTIFICATION TITLE2 TITLES ROOM NAME ROOM ROOM NO. 78 71 PROJECT NORTH ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9, -0" DENOTES CHANGE IN ELEVATION 7' -0" FINISH BUG 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH 0.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER /TENANT /ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10' -0" 0.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. 23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS ". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PROJECT DIRECTORY ARCHITECT /CONTACT: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 ARCHITECT OF RECORD: KATHRYN M. CRAFT OWNER: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA, 98168 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: TENANT: SAHALE SNACKS CONTACT: 3411 SOUTH 120TH PLACE, SUITE 100 PHONE: SEATTLE, WA 98168 EMAIL: GENERAL CONTRACTOR: VICINITY MAP NTS NORTHWAY CONSTRUCTION 1433 VALENTINE AVE SE, STE. 102 PACIFIC, WA 98047 N CONTACT: PHONE: EMAIL: TAX PARCEL # 1023049069 LEGAL DESCRIPTION PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10 -23 -04 BEGIN NW CORNER OF SW 1/4 TH S 01 -46 -02 W 107.22 FT TH S 87 -33 -12 E 512.24 FT TO POINT OF BEGINNING TH S 87 -33 -12 E 214.16 FT TH N 78 -40 -52 E 415.05 FT TO WLY MARGIN OF E MARGINAL WAY TH S 16 -31 -41 E 241.92 FT TH S 28 -02 -57 E 104.42 FT TH S 17 -01 -47 E 100.50 FT TH S 11 -19 -15 E 13.28 FT TH N 58 -13 -58 W 473.87 FT TH S 01 -46 -02 W 37 FT TH N 88 -13 -58 W 307.80 FT TH N 01 -46 -02 E 373.93 FT TO POINT OF BEGINNING - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 -042 RECORDING NO 20000828900001 CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: CONSTRUCTION EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: MIC /H 2009 IBC/ 2009 FIRE CODE TENANT IMPROVEMENT B (OFFICE) /F -1 (MANUFACTURING) /S -1 III B FULLY SPRINKLERED AREA SEPARATION: NON- SEPARATED, UNLIMITED: PER 2009 IBC 302.3.1, ACTUAL FLOOR AREAS: OFFICE (EXISTING) (B) MANUFACTURING (NEW) (F -1) MANUFACTURING (EXISTING) (F -1) WAREHOUSE (EXISTING) (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.1) OFFICE (B) MANUFACTURING (F -1) WAREHOUSE (S -1) TOTAL OCCUPANCY LOAD SECTION 506, AND 9,988 SQ FT 4,965 SQ FT 26,115 SQ FT 19,717 SQ FT 60,785 SQ FT 9,988 SQ FT / 100 31,080 SQ FT / 100 19,717 SQ FT / 500 507 = 100 = 311 = 39 60,785 SQ FT EXIT REQUIREMENTS: (SEC. 1021 TABLE 1021.1 & 1021.2) NUMBER REQ'D NUMBER PROVIDED OFFICE MANUFACTURING WAREHOUSE 2 2 2 2 2 2 ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. = 450 LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED LIGHTING REQUIREMENTS SARAH DEVLIN (206) 720 -7001 SARAH @C RAFTAR C H ITECTS. C O M KEN STICKLEY (206) 277 -5230 KENS @SABEY.COM APPROVED BY: Initials Date MIKE DEVLIN (206) 947 -4463 M DEVLI N @SAHALESNACKS. COM KYLE FRY (206) 551 -1416 KYLE @NORTHWAYINC.COM SITE PLAN NTS ISE2ARATE PERMIT RauiRED FOR t M@chanicaJ Ortiectrical EirtnumbIng golras Piping City of Tukwila BU'LDING DIVISION PROJECT INFORMATION 3411 SOUTH 120TH PLACE, SUITE 100 SEATTLE, WA 98168 PROJECT DESCRIPTION TENANT IMPROVEMENT IN EXISTING WAREHOUSE BUILDING TO ADD MANUFACTURING SPACE, PRIMARY CONSTRUCTION CONSISTING OF IMP PANEL PARTITIONS. NEW FIRE WALL CONSTRUCTION AT GRID 'F' TO MAXIMIZE ALLOWABLE AREAS. TOILET ROOMS AND PARKING ARE EXISTING WITH NO MODIFICATIONS PROPOSED. INDEX OF DRAWINGS (WAREHOUSE) SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, FIRE ALARM /SPRINKLER T1.1 GENERAL INFORMATION AND SITE PLAN T1.2 ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A6.1 DOOR SCHEDULE AND DETAILS A6.2 FINISH SCHEDULE A8.1 PARTITION TYPES, DETAILS S1.0 GENERAL NOTES, SPECIAL INSPECTIONS, FRAMING PLAN, SECTIONS & DETAILS PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. 9,988 SQ FT OFFICE © 1/250 40 31,080 SQ FT MANUFACTURING CO 1/1000 19,717 SQ FT WAREHOUSE © 1/2000 10 TOTAL STALLS REQUIRED 66 STALLS 16 STALLS ACCESSIBLE STALLS PROVIDED TOTAL STALLS PROVIDED STALLS STALLS 2 STALLS 70 STALLS PLUMBING FIXTURE REO'S K tr. L :: yr t: Li CITY OF TilKvirI ..' NOV 01 2012 PERMIT CENTER NOTE: PLUMBING FIXTURES ARE EXISTING; THE FOLLOWING CALCULATIONS ARE TO DEMONSTRATE EXISTING CONDITIONS COMPLIANCE. WASHINGTON STATE AMENDMENTS: CHAPTER 29, TABLE 2902.1. PLUMBING FIXTURE REQUIREMENTS WATER CLOSET URINAL LAVATORY DRINKING FOUNTAIN WAREHOUSE (S -1) 19,717 S.F. /5000 = 4 (1 OF EA. SEX) 1 PER 1 -10 PEOPLE 1 FOR >26 1 PER 40 PEOPLE MANUFACTURING (F -1) 31,080 S.F. /2000 = 15 (1 OF EA. SEX) 1 PER 1 -10 PEOPLE 1 FOR >26 1 PER 40 PEOPLE OFFICE (B) 9,988 S.F. /200 = 49 (2 OF EA. SEX) 1 PER 1 -15 PEOPLE 1 PER 2 WATER CLOSET 1 FOR >30 TOTAL REQUIRED (6) FEMALE (6) MALE (0) MALE (4) FEMALE (4) MALE (1) FOUNTAIN TOTAL PROVIDED (5) FEMALE (4) MALE (1) UNISEX (2) MALE (6) FEMALE (4) MALE (1) UNISEX (1) FOUNTAIN (2) WATER DISPENSERS 12 - 353 4 X ,' SAHAI,E ..S C a r c h s e c t s 250! Suit= Seat hird Avenue 324 WA 9 8 1 2 1 Z06.720.7001 phone 206. 720.2949 fax www.craftarcliitects . com SAHALE SNACKS 8 af CONSULTANT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION cagl upr ,L; REV .*.`A Y N M C: RAF T Atice* r SIONS: FOR PERMIT 10/31/2012 SHEET TITLE: GENERAL INFORMATION DATE: DESIGN: 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: T1.1 COPYRIGHT CRAFT ARCHITECTS 2012 12- 553_T1.2 (ADA).dwg 0/31/12 - 12:29pm 302/303 FLOOR SURFACES & CHANGES IN LEVEL ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1) A. Changes in level up to 1/4" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. Detail 5.1 ANSI 302.2 - CARPET N A. Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut /uncut pile texture. Maximum pile thickness shall be 1/2'. Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2 wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 305 CLEAR FLOOR SPACE ANSI 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 307 PROTRUDING OBJECTS (REFERENCE DETAIL 4.4.1 & 4.4.2) ANSI 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 2r -80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" -80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. EAR WIDT. ANY AMOUNT Detail 4.4.2 308 & 309 CONTROLS AND OPERATING PARTS ANSI 308 - HEIGHT (REFERENCE DETAIL 4.30.3) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 36" clear floor width. B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI 309 - OPERATION Operable parts shall be operable with one hand and shall not require tight grasping, pinching,k or twisting of the wrist. The force required to activate operable parts hsall be 5.0Ibs maximum. IBC with WA STATE AMENDMENTS 1101.2.10 - CONTROL SWITCHES Manually operated control switches shall comply with ANSI Section 309, except they shall be placed 32" minimum and 40" maxiumum above the floor. The clear floor space adjacent to the control switch shall be located beyond the arc of the door swing and centered on the control switch. 403 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route shall be provided from public trans- portation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles. Method of demarkation shall match exisitng in shopping center: painted striping 406 CURB RAMPS continued If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:12 Adjoining Slope Shall 7Not Exceed 1:20 Flared side Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 1:10 Max. slope 36" Min. ANSI 403.5 - WHEELCHAIR PASSAGE WIDTH A. The minimum clear width for single wheelchair passage shall be 32" at a point for a max. length of 24" and 36" continuously, per Table 403.5 (below). IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above). For exterior routs of travel, the minium clear width shall be 44 . ANSI 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 406 CURB RAMPS ANSI 406 - SLOPE (REFERENCE DETAIL 4.7) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI 406.4 - WIDTH (REFERENCE DETAIL 4.7) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 Curb Ramp Parallel to Curb 1:12 Max. slope Detail 4.7 Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Slope is 1:20 or less no contrasting color or texture is required ANSI 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well- defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 4.8" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimim wide between the curb ramps in the part of the island intersected by the crossings. ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured p g between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A, Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & On beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min, width; 36" min. beside strike edge or - 54" min. width; 47' min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54 "min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48 "min. width if door has a closer) ANSI 404.2.4 THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 ANSI 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever - operated mechanisms, push -type mechanisms, and U- shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor. ANSI 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged, sliding or folding door: 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. Interior sliding or folding doors: 5.0 Ib. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 602 DRINKING FOUNTMNS ANSI 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. 5 "MAX ,15 "MIN L bJ Forward Approach 603 TOILET ROOMS ANSI 603.2.3 - DOORS 1. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 603.2 - CLEAR FLOOR SPACE A. The accessible fixtures and controls required in 4.22.7 shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI 604.3 - CLEAR FLOOR SPACE A. Clear floor space for water closets not in stalls shall be provided as follows: Front approach - 48" min. wide x 66" min. long Side approach - 56" min. to front of toilet x 48" min. wide Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16) B. No door swings are allowed in clear floor area. 56" MIN. a Detail 4.16 2" HOLD N ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17° - 19" above floor. 1. Seats shall not be sprung to retum to a lifted position. P 9 P ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor: 1. Side wall horizontal: 42" long minimum, hold 12" min. from bock wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A. Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide and open side of toilet areas. Except in ambulatory accesisble compartments - refer to IBC, WA State Amendments, section 1101.2.7. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5Ibf. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, and shall be 7" -9" maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The force required to activate operable parts shall be 5 pounds max. ANSI 604.8 - WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 604.8; where 6 or more stalls are provided in addition to the stall complying with 604.9, at least one stall 36" wide with an outward swinging, If- closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with detail 4.16. Detail 4.16.2 Detail 4.16,3 Locate flush controls on wide side ANSI 605 - URINALS ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with detail 4.18. TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 14" from TAS SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1) TAS A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 48" MIN. Detail 4.18 1 14" MIN Detail 4.18.2 Ib.. the wall. 606 LAVATORIES ANSI 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI 606 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. 8" Mine "" Max. Detail 4.19.1 I clear 1 floor space L__ 19" 48" Min. 7" Mi Detail 4.19.2 ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist, B. The force required to activate controls shall be no greater than 5 Ib.. C. Lever - operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self - closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI 606.7 - CONTROLS AND DISPENSERS A. If controls, dispensers, receptacles, or other equipment are provided, then at least one of each shall be on an accessible route and shall comply with detail 4.27 - (Controls & Operating Mechanisms). ANSI 606.7 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table 606.7 (below). Maximum MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or equal to: 24" 32" greater than: 24" 36" IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above). For exterior routs of travel, the minium clear width shall be 44 . ANSI 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 406 CURB RAMPS ANSI 406 - SLOPE (REFERENCE DETAIL 4.7) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI 406.4 - WIDTH (REFERENCE DETAIL 4.7) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 Curb Ramp Parallel to Curb 1:12 Max. slope Detail 4.7 Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Slope is 1:20 or less no contrasting color or texture is required ANSI 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well- defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 4.8" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimim wide between the curb ramps in the part of the island intersected by the crossings. ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured p g between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A, Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & On beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min, width; 36" min. beside strike edge or - 54" min. width; 47' min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54 "min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48 "min. width if door has a closer) ANSI 404.2.4 THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 ANSI 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever - operated mechanisms, push -type mechanisms, and U- shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor. ANSI 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged, sliding or folding door: 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. Interior sliding or folding doors: 5.0 Ib. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 602 DRINKING FOUNTMNS ANSI 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. 5 "MAX ,15 "MIN L bJ Forward Approach 603 TOILET ROOMS ANSI 603.2.3 - DOORS 1. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI 603.2 - CLEAR FLOOR SPACE A. The accessible fixtures and controls required in 4.22.7 shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI 604.3 - CLEAR FLOOR SPACE A. Clear floor space for water closets not in stalls shall be provided as follows: Front approach - 48" min. wide x 66" min. long Side approach - 56" min. to front of toilet x 48" min. wide Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16) B. No door swings are allowed in clear floor area. 56" MIN. a Detail 4.16 2" HOLD N ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17° - 19" above floor. 1. Seats shall not be sprung to retum to a lifted position. P 9 P ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor: 1. Side wall horizontal: 42" long minimum, hold 12" min. from bock wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A. Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide and open side of toilet areas. Except in ambulatory accesisble compartments - refer to IBC, WA State Amendments, section 1101.2.7. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5Ibf. ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, and shall be 7" -9" maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The force required to activate operable parts shall be 5 pounds max. ANSI 604.8 - WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 604.8; where 6 or more stalls are provided in addition to the stall complying with 604.9, at least one stall 36" wide with an outward swinging, If- closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with detail 4.16. Detail 4.16.2 Detail 4.16,3 Locate flush controls on wide side ANSI 605 - URINALS ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with detail 4.18. TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 14" from TAS SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1) TAS A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 48" MIN. Detail 4.18 1 14" MIN Detail 4.18.2 Ib.. the wall. 606 LAVATORIES ANSI 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI 606 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. 8" Mine "" Max. Detail 4.19.1 I clear 1 floor space L__ 19" 48" Min. 7" Mi Detail 4.19.2 ANSI 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist, B. The force required to activate controls shall be no greater than 5 Ib.. C. Lever - operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self - closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI 606.7 - CONTROLS AND DISPENSERS A. If controls, dispensers, receptacles, or other equipment are provided, then at least one of each shall be on an accessible route and shall comply with detail 4.27 - (Controls & Operating Mechanisms). ANSI 606.7 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table 606.7 (below). Maximum OS 2' 5" 6" 9° 11" Reach Depth Maximum #f •4f . -VA 40' 36" 34 Reach Height 40" 40' 4a' IBC with WA STATE AMENDMENTS 1101.2.7 - OPERABLE PARTS A. Operable parts on drying equipment, towel or cleansing product dispensers and disposal fixtures shall comply with ANSI Table 606.7 (above), except the maximum reach height shall be 40" for reach depths less than 6". 905 STORAGE DEPTH (REFERENCE DETAIL 4.25.1) A. Storage areas may be 36" in depth or less. If more than 36" in depth then area must allow 60" diameter of clear floor space for tuming. ANSI 905.2 - CLEAR FLOOR SPACE: (REFERENCE DETAIL 4.25.2) ANSI 905.3 - HEIGHT (REFERENCE DETAIL 4.25.3 & 4.25.4) 308.2.1 Where a forward reach is unobstructed, the high forward reach shall be 48" maximum and the low forward reach shall be 15" minimum above the floor. 308.2.2 Where a side reach is provided, accessible storage spaces shall be 48" maximum and 9" minimum A.F.F. Maximum height shall be 48" for an unobstructed side reach and 15" minimum AFF. For side reach over an obstruction, maximum height shall be 46" and maximum depth 24", or maximum height of 34" and depth of 24". A. Clothes rods or shelves shall be a maximum 54" above floor where a side reach is required. B. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with inaccessible doors) the following criteria shall be met: 1. Shelves: Reach: 21" maximum; height: 48" maximum, 9" minimum. 2. Clothes rods: reach 21" maximum; height: 48" maximum. ANSI 309 - HARDWARE A. Hardware for accessible storage facilities shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate the hardware shall be no greater than 5 Ib. Detail 4.25.1 Detail 4.25.2 Detail 4.25.3 Detail 4.25.4 609 GRAB BARS ANSI 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1-1/4" to 1 -1/2", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be 1 -1/2" ANSI 609.8 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 Ib. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 2. Shear force induced in a fastener or mounting device from application of 250 Ib. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 3. Tensile force induced in a fastener by a direct tension force of 250 Ib. plus the maximum moment from the application of 250 Ib. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 609.6 Grab bars shall not rotate within their fittings, ANSI 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. 502/503 PARKING AND PASSENGER LOADING ZONES ANSI 502 - PARKING SPACES A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI 502.7 - SIGNAGE A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designatred. B. Characters and symbols on such signs shall be located 60" minimum above the ground. ANSI 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114 at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull -up space. If there are curbs between the access aisle and the vehicle pull -up s ace then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. 702 ALARMS ANSI 702.1 - GENERAL A. When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. NFPA 72 - AUDIBLE ALARMS A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 72 - VISUAL ALARMS A. Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two - tenths of one second with a maximum duty cycle of 40 %. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz 6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). 8. No place in common corridors or hallways shall be more than 50' from the signal. Da- 3 703 SIGNAGE WHERE APPLICABLE A. Signs which designate permanent rooms and spaces shall comply with the requirements listed below for: 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPLICABLE A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for: 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. WHERE APPLICABLE (REFERENCE DETAIL 4.30.1) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. ANSI 703.2.4 & 703.2.5 - CHARACTER PROPORTION (REFERENCE DETAIL 4.30.2) Height: The uppecase letter "r shall be used to determine the allowable height of all characters of a font and shall be a minimum of ' and 2" maximum. EXCEPTION: Where separate tactile and visual characters with the same information are provided, the height of the tactile upper case letter "r shall be permitted to be " minimum. ANSI 703.2.4 & 703.2.5 - CHARACTER PROPORTION (CONT.) A. Width: The uppercase letter "0" shall be used to determine the allowable width of all characters of a font, and shall be 55% min. and 110% max. of the height of the uppercase "r of the font. OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 70" A.F.F., character size shall be 2" minimum plus in per foot of viewing distance above 15 feet. 2. The minimum height is measured using an upper case letter ANSI 3. Lower case letters are permitted. 703.4 - TACTILE, BRAILLE, & PICTOGRAMS A. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height: " minimum to 3" plus d" per foot of viewing distance above 21 feet. 2. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 3. The border dimension of the pictogram shall be 6" min. in height. ANSI 703.3.12 - FINISH AND CONTRAST A. Characters and their background shall have a nonglare finish. characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. ANSI 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3) A. Characters and their background shall have a nonglare finish. characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. B. Where there is no wall space to the latch side of the door, including at double -leaf doors, signs shall be placed on the nearest adjacent wall. C. Tactile characters shall be 48" minimum above the floor, measured to the baseline of the lowest tactile character and 60" maximum above the floor, measured to the baseline of the highest tactile character. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. IBC with WA STATE AMENDMENTS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. International Symbol of Accessibility Detail 4.30.1 zw W mQ W � U o� CO < w 00 CO Light switch Thermostats, Etc. Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised 1/32 ", upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, raised characters shall be at least 5/8" - 3" high plus 1/8" per foot of viewing distance above 21 feet. Detail 4.30.2 8" MAX Detail 4.30.3 804 KRCHENS AND KITCHENETTES ANSI 804.6.6 - REFRIGERATOR /FREEZER Combination refrigerators and freezers shall have at least 50% of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator /freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of the dedicated space. Convenience Outlets Data, Tel., Etc. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION 902 DINING SURFACES & WORK SURFACES ANSI 902.2 - SEATING A. If seating spaces for people in wheelchairs are provided at fixed tables or counters, clear floor space of 30" x 48" shall be provided. Floor space shall not overlap required knee space by more than 19" ANSI 902.3 - KNEE SPACE B. If seating for people in wheelchairs is provided at fixed tables or counters, knee space at least 27" high, 30" wide and 19" deep shall be provided. ANSI 902.3- HEIGHT OF TABLES OR COUNTER C. The tops of accessible tables and counters shall be 28" minimum, and maximum, above the finished floor. CITY T JK �';s!l q NOV 01 2012 PERMIT CENTER AHAL SNA+CKS 2505 Third Avenue Suite 324 Seattle, WA R8 1 2 1 206.720.; 00 1 phone .206.720,2949 fax WWW.craftarchitdRcts.corn SAHALE SNACKS CONSULTANT 7052 REV REGISTERED ARCHITECT / .k\ ' KAT 'YN M CRAFT STATE OF WASHINGTON SIONS: FOR PERMIT 10/31/2012 S EET TITLE: ACCESSIBILITY GUIDELINES DATE: DESIGN: 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: T1.2 COPYRIGHT CRAFT ARCHITECTS 2012 10/31/12 - 12:26pm 12-553_A0.1 (SITE PLAN).dwg LANDING SUPPORT ANGLES STL CLIP ANGLE TO TILT -UP PANEL STEEL STRINGER, PAINTED 2"0 PIPE COL. CORNER OF LANDING 1-1/2"O ROUND STL HNDRL WELD & GRIND SMOOTH 1/4" BENT TEXTURED STL. PLATE LANDING & OPEN STEEL GRADED TREADS 114" x 12" 1/4" STL PLAI RISERS 0 0 CC w Q MAX. LEADING EDGE RADIUS I§ STAIR: 1/2" e i, PER IBC 1009.3.2 1,-11 PRE -ENG. MTL. STAIR 1 /4"=1' -0" GUARDRAIL AT 42" HANDRAIL AT 36" r. 0 6' „ 0 6"0 x 4' -0" HT. CONC. FILLED CORED PIPE BOLLARD 5' -0" CONCRETE LANDING 2' -0" 1' -0" X 1' -0" PLAN AT TYP. PRE -ENG. MTL. STAIR 1/4" = 1' -0" GENERAL NOTES: ® n EXIT EXIT I\ \\ 0 o- 1. ALL COLUMNS AND EXTERIOR WALLS ARE EXISTING TO REMAIN. 2. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. 3. STRUCTURAL REVIEW IS REQUIRED FOR ANY ROOF TOP EQUIPMENT OR ROOF PENETRATIONS. EGRESS SUMMARY A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1016.1) MAX. TRAVEL DISTANCE S -1, F -1 OCCUPANCY: 250' (TABLE 1016.1) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (1014.3 EXCEPTION 1) C. MINIMUM CORRIDOR WIDTH: 44" (1018.2) D. REQUIRED EGRESS WIDTH: 0.2 PER OCCUPANT (1005.1)= 79.8" REQUIRED REQUIRED STAIR EGRESS WIDTH: 0.3 PER OCCUPANT (1005.1)= 119.7' REQUIRED E. MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) F. MAXIMUM DEAD END CORRIDOR: 50' (1018.4) LEGEND: EXIT EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ENERGY CODE COMPLIANCE: 1. PROJECT SHALL COMPLY WITH 2009 WASHINGTON STATE ENERGY CODE INCLUDING BUT NOT LIMITED TO THE FOLLOWING PROVISIONS: A. 1310.2 SEMI - HEATED SPACES: FOR SEMI - HEATED SPACES HEATED BY OTHER FUELS ONLY, WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS SEPARATE SEMI - HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE IS HEATED SOLELY BY A HEATING SYSTEM CONTROLLED Y A THERMOSTAT WITH A MAXIMUM SET POINT CAPACITY OF 45 DEGREES, MOUNTED NO LOWER THAN THE HEATING UNIT. 3- 1 1 B. 1314 AIR LEAKAGE: 1314.1 BUILDING ENVELOPE SEALING: THE FOLLOWING AREAS OF THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO MINIMIZE AIR LEAKAGE: • JOINTS AROUND FENESTRATION AND DOOR FRAMES; • JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AT BUILDING CORNERS, BETWEEN WALLS AND STRUCTURAL FLOORS OR ROOFS, AND BETWEEN WALLS AND ROOF OR ROOF PANELS; • OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOFS, WALLS AND FLOORS; • SITE -BUILT FENESTRATION AND DOORS; • BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS; • JOINTS, SEAMS AND PENETRATIONS OF VAPOR RETARDERS; AND • ALL OTHER OPENINGS IN THE BUILDING ENVELOPE. C. 1314.2 GLAZING AND DOORS: AIR LEAKAGE FOR FENESTRATION AND DOORS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA /CSA 101/IS2/A440 OR ASTM E283 AS SPECIFIED BELOW. AIR LEAKAGE SHALL BE DETERMINED BY A LABORATORY ACCREDITED BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION, SUCH AS THE NATIONAL FENESTRATION RATING COUNCIL, AND SHALL BE LABELED AND CERTIFIED BY THE MANUFACTURER. AIR LEAKAGE SHALL NOT EXCEED: • 1.0 CFM /FT2 FOR GLAZED SWINGING ENTRANCE DOORS AND REVOLVING DOORS, TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400, AAMA /WDMA /CSA 101/IS2/A440, OR ASTM E283. • 0.04 CFM /FT2 FOR CURTAIN WALL AND STOREFRONT GLAZING, TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400, AAMA /WDMA /CSA 101/IS2/A440, OR ASTM E283. • 0.2 CFM /FT2 FOR ALL OTHER PRODUCTS WHEN TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA /CSA 101/IS2/A440, OR 0.3 CFM /FT2 WHEN TESTED AT A PRESSURE OF AT LEAST 6.24 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH AAMA /WDMA /CSA 101/I.S/A440. D. 1314.6 CONTINUOUS AIR BARRIER: NOT REQUIRED FOR BUILDINGS LESS THAN FIVE STORIES KEY NOTES: 2. 3. 4. EXISTING TENANT DEMISING WALL NO WORK IN THIS AREA EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRANCE /EXIT TO REMAIN NEW EXIT SIGN PER IBC SECTION 1011 5. EXISTING EXIT SIGN TO REMAIN 6. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS TO REMAIN 7. EXISTING PARKING STALLS TO REMAIN, TYP 8. EXISTING STORAGE RACKING 9. NEW PRE - MANUFACTURED STAIR AND CONCRETE LANDING TO REPLACE EXISTING STAIR, SEE DETAILS 2/A0.1 AND 3/A0.1 x x x ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN " = 20' -0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION CITY OF TOKY..11I. NOV 01 2012 PERMIT CENTER gi Tit A.. H: A SNACKS 2505 Third Avenue Suite 324 { Seattle, WA 98 1 2 ] 206.720.7001 phone 206,720.2949 fax www.craftarchitects. corm SAHALE SNACKS CONSULTANT REV 7052 11111:11k'YN M CI?At:T STATE OF WAS..il GT REGISTERED ARCHITECT N SIONS: FOR PERMIT 10/31/2012 SHEET TITLE: ARCHITECTURAL SITE/ EGRESS /WAREHOUSE PLAN 10/31/2012 DATE: DESIGN: DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A0.1 COPYRIGHT CRAFT ARCHITECTS 2012 12- 533_A1.1 (DEMO PLAN).dwg 10/31/12 - 12:27pm 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" D -r RN. Yom' • LX J F = F' >uN; E:a; ELE.TRI■_4._ z1'. L DEMOLITION PLAN 1/16" = 1' -O" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 1.1. EXTERIOR WINDOWS TO REMAIN 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN 1.3. DOOR HARDWARE TO REMAIN 1.4. LIGHT FIXTURES TO REMAIN 1.5. SUSPENDED CEILING GRID TO REMAIN, PANELS TO BE REPLACED 1.6. GWB CEILING TO REMAIN 1.7. FLOOR FINISHES AND WALL BASE TO BE REPLACED 1.8. TOILET ACCESSORIES TO REMAIN 1.9. WAINSCOT TO REMAIN 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. ALL FLOOR FINISHES (CARPET, VCT, CERAMIC TILE) AND FLOOR BASE TO BE REMOVED AND DISPOSED OF, TYPICAL THROUGHOUT. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 4. REMOVE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, DOORS AND DOOR FRAMES, AS DESCRIBED. DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES U.N.O. 5. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING, BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE; INCLUDING WAREHOUSE 123 & WAREHOUSE 124 6. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 7. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 8. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 9. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 10. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 11. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 12. THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION, ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, DAILY. 13. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 14. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 15. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER AND DESIGNER. 16. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 17. TEMPORARY AIR -TIGHT CONSTRUCTION BARRIERS WILL BE CREATED AS NECESSARY TO MAINTAIN A SEPARATION FROM EXISTING MATERIAL STORAGE AND OPERATING MANUFACTURING AREAS; COORDINATE EXACT NEEDS WITH OWNER. LEGEND: REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DI°VIS oN EXIST. WALLS / PARTITION TO REMAIN PARTITION/ WALL TO BE DEMOLISHED KEY NOTES: 1. EXISTING ELECTRICAL PANELS TO BE ABANDONED/ RELOCATED IF NECESSARY 2 EXISTING STRIP CURTAINS TO BE REMOVED, RELOCATED AS REQUIRED 3. DEMOLISH WALL FOR NEW 10'X10' OPENING IN EXISTING IMP ENCLOSURE 4. EXISTING MEZZANINE TO REMAIN 5. DEMOLISH WALL NEW 3'X7' FRAMED OPENING 6. DEMOLISH WALL FOR NEW 10'X10' FRAMED OPENING 7. EXISTING ELECTRICAL PANELS TO REMAIN, MAINTAIN WALL FOR PANELS, DEMOLISH THE REMAINING PORTION OF WALL 8. REMOVE EXISTING ROLL -UP FIRE DOOR, STORE ON SITE FOR FUTURE INSTALL 9. EXISTING STORAGE RACKING TO REMAIN, RELOCATE AS NECESSARY TO ACCOMMODATE NEW MANUFACTURING LAYOUT 10. REMOVE PORTION OF EXISTING FULL HEIGHT DEMISING WALL 11. EXISTING ELECTRICAL PANEL TO BE RELOCATED IN SAME ROOM, PER OWNER'S DIRECTION 12. DEMOLISH EXISTING EXTERIOR DOOR IN PREPARATION FOR NEW EXTERIOR STAIR 13. DEMOLISH PORTION OF EXISTING WALL AT EXISTING MEZZANINE LEVEL FOR NEW DOORS FOR EQUIPMENT ACCESS, DOORS CENTERED OVER 10' -0" AISLE 14. REMOVE EXISTING AIRLINE 15. DEMOLISH EXISTING EXTERIOR STAIR 16. REMOVE PORTION OF EXISTING FULL HEIGHT DEMISING WALL, LENGTH OF EXISTING MEZZANINE, NEW HEADER AT 13' -0"AFF CITY OF T UK ^, NOV 01 2012 PERMIT CENTER A H A .L SNAXS 2505 Third Avenue Suite 324 Seattle, WA 98121 2 0 6. 7 2 0. 7 0 0 1 phone 206.720.2 949 faiX www.craftarchitects . com SAHALE SNACKS CONSULTANT REGISTERED ARCHITECT KATt*R M CRAFT sTaf OF A REVISIONS: FOR PERMIT 10/31/2012 SHEET TITLE: DEMOLITION PLAN DATE: DESIGN: 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A1.1 COPYRIGHT CRAFT ARCHITECTS 2012 10/31/12 - 12:25pm 12- 553_A2.1 (FLOOR PLAN).dwg PACKAGING 122 PACKAGING 120 PACKAGING 117 PACKAGING 113 58' -0" ENLARGED EQUIPMENT PLAN 1/8" = 1' -O" 58' -0" 58' -0" 58' -0" 58' -0" 3/16" THICK ALUM DIAMOND PLATE DECK IN MULTIPLE SPAN SIZE OF 48 " -60" WIDTHS, ATTACHED TO STRUCTURE PER STRUCTURAL PRE - MANUF. LADDER PER MANUFACTURER PAINTED STEEL EQUIP. PLATFORM PER STRUCTURAL a \ / 0 Co EQUIPMENT MEZZANINE ELEVATION 1/4" = 1' -0" 58' -0" WAREHOUSE 124 3 i WAREHOUSE 123 EXIST OFFICE 19' -4" 19' -4" EXIST OFFICE LOCKE S 13 1` 1 1 1 1 1 1 1 1 1 PACKAGING 122 PACKAGING 117 PACKAGING 113 EXIST R &D BLENDING MATERIAL STORAGE PROCESSING 121 PROCESSING 119 PROCESSING PROCESSING EXPANDED R &D MATERIAL CIRCULATION 115 EXIST HALL GOWNING MATERIAL STAGING 118 PROCTOR 114 MATERIAL SORTING 111 5' -2" MECHANICAL ROOM 109 r 1 FLOOR PLAN 1/16" = 1' -0" GENERAL NOTES: 1. ALL EXISTING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, LIGHT FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. ALL FLOOR FINISHES AND WALL BASE TO BE REPLACED, TYPICAL THROUGHOUT. ALL FLOORS TO BE PREPARED TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL EXIST MANUFACTURING WALLS. 3. ALL FINISHES PER ROOM FINISH SCHEDULE SHEET A6.2 4. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 5. ALL NEW OFFICE PARTITIONS WALLS TO BE WALL TYPE 1 , U.O.N. SEE SHEET A8.1 FOR WALL TYPES. 6. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 7. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 8. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 9. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 10. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. ALL EXISTING CONCRETE FLOORS TO BE PATCHED, CLEANED AND SEALED LEGEND: /b4 EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION NEW IMP PARTITION, FRP CLAD KEY NOTES: 1 EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. NEW TRIPLE -BASIN SINK INSTALLED ON EQUIPMENT DECK 3. 10'X20' SCALE DECK EQUIPMENT PLATFORM PER STRUCTURAL 4. EXISTING 10'X20' SCALE DECK EQUIPMENT PLATFORM RELOCATED FROM PROCESSING 112 TO PACKAGING 113 5 EXISTING MEZZANINE ABOVE, AS INDICATED WITH SHADE 6 NEW WOOD STAIR TO EXISTING MECHANICAL MEZZANINE, SEE DETAILS 17/A6.1 AND 18/A6.1 7. NEW HAND SINK 8. NEW FRAMED IMP OPENING, AROUND EQUIPMENT, COORDINATE EXACT LOCATION WITH OWNER 9. EXISTING OSHA COMPLIANT PREFABRICATED METAL STAIR 10. NEW OSHA COMPLIANT PREFABRICATED METAL STAIR TO MATCH EXISTING 11. NEW MULTI -USER HAND WASH SINK 12. EXIST ELECTRICAL PANELS /TRANSFORMER, STRIPE 'RED' BORDER TO NOTE REQUIRED CLEARANCE IN FRONT OF PANELS 13. FILL ALL EXISTING EXPANSION JOINTS IN CONCRETE PANELS, FLOOR TO ROOF STRUCTURE, TYPICAL 14. PAINT 18" WIDE WHITE STRIPE ON FLOOR AT ALL PERIMETER WALLS 15. PLUMBING ROUGH -IN FOR FUTURE TRIPLE BASIN SINK 16. NEW 3' -0" X 7' -0" FRAMED OPENING 17. NEW 4' -0" TALL, BOLT DOWN, 6" DIAMETER STEEL PIPE BOLLARD, PAINTED SAFETY YELLOW 18. FUR OUT EXISTING WALL TO COVER EXPOSED CONDUIT 19. NEW 2" AIRLINE, CONFIRM EXACT LOCATION WITH OWNER 20. NEW 10' -0" HIGH FRAMED IMP OPENING 21. NEW PARTITION WITH 5/8" GWB EACH SIDE, FINISH TO MATCH ADJACENT, FRAMING PER STRUCTURAL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING Dl`s;° s'v CITY OF TUK' "1!. . NOV 01 2012 PERMIT CENTER ,C% 8' t " ', AHAL SNACKS 2505 Third Avenue Suite 324 Seattle, WA 98121 206. 720. 700 1 phone 20:,720.294' l: x www.craftarch1tects . com SAHALE SNACKS CONSULTANT 7052 STATE R €GJST+EREO ARCHITECT YA1 M GRAFT F VMASHrN&Ti0N! REVISIONS: FOR PERMIT 10/31/2012 SHEET TITLE: FLOOR PLAN DATE: DESIGN: 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.1 COPYRIGHT CRAFT ARCHITECTS 2012 10/31/12 - 12:24pm 12- 553_A2.2 (REFLECTED CEILING PLAN).dwg 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" 58' -0" WAREHOUSE 124 WAREHOUSE 123 EQ EQ EQ EQ EQ 0 EQ 3' -8" EQ EQ 3' -8" EQ imam. ii III1Glii ii MAW Mr NM HIPMERIE 0 1 1 PACKAGING O WON MIME PACKAGING PACKAGING PACKAGING EXIST BREAKROOM O I 1 MiaSNIEMITIR PSSIPI2=i PROCESSING PROCESSING ROOM MATERIAL MATERIAL _STA PROCTOR - - MATERIAL SORTING 111 0 0 MINi o AS., MECHANICAL ROOM 109 111111111111111111111111111-1171 1111111111111111111 1!!!!!!!!!!!11!!!1 I11!!!1!!!11_111� 1!!ir ©e?i111!l11 11111111.1111110 111111111111111111111111 MAINTENANCE 108 105 EXIST HALL EXIST OFFICE ,M_ _ I!!!!! 1111111111111111 MIIIIM ■i1 III - - - ■■■■ - -� 111111 :311 !!!!I IIIIIIIII!!!III 111111111111!!!!! 1!!!!!1!!!!!!!!I 1111111111111111 1!!!1M!!!!!!!I iIIIIIIiIIIIIIIi iIIiiIHhiIIiIuiII L 11.............111 GENERAL NOTES: 1_ SUSPENDED CEILING AND LIGHT FIXTURES TO REMAIN, TYPICAL THROUGHOUT. GWB CEILINGS, SPRINKLER HEADS AND HVAC SUPPLY /RETURN TO REMAIN, MODIFY AS SHOWN OR REQUIRED TO SUIT NEW LAYOUT 2. REPAIR /REPLACE SPRINKLER CAPS 3. CLEAN ALL HVAC GRILLS /VENTS 4. PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN - BUILD. LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT- CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1. LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE. D. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF WSEC 1513 INCLUDING BUT NOT LIMITED TO LOCAL CONTROL AND ACCESSIBILITY, DAY LIGHTING AND COMMISSIONING. E. PER 2009 WSEC 1314.4, RECESSED LIGHTING FIXTURES: WHEN INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES SHALL BY TYPE IC RATED, AND CERTIFIED UNDER ASTM E283 TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. THE LIGHTING FIXTURE SHALL BE TESTED AT 75 PASCALS OR 1.57 LBS /FT2 PRESSURE DIFFERENCE AND HAVE A LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST METHOD. RECESSED LIGHTING FIXTURES SHALL BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE. 5. HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51 -52) B. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2009 INTERNATIONAL MECHANICAL CODE. THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6. EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 7. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. LEGEND: ExIT1 REFLECTED CEILING PLAN 1/16" = 1' —O" R INTERNALLY LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. 1X4 SURFACE MTD. FLUORESCENT W/ WRAP AROUND ACRYLIC LENS NEW 2X4 LAY -IN FLUORESCENT LIGHT, IC RATED, (2) T -5 LAMPS PER FIXTURE NEW 2x4 LAY -IN FLUORESCENT "NIGHT LIGHT' IC RATED, FOR EGRESS ILLUMINATION @ MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9., (2) T -5 LAMPS PER FIXTURE SUSPENDED ACOUSTIC CEILING TILE AND GRID: ARMSTRONG, CORTEGA, 24" X 48" SQUARE LAY -IN TILE, WHITE WITH CLASS "A" 15/16" EXPOSED "T" GRID SYSTEM, WHITE GWB GYPSUM BOARD CEILING OPEN TO STRUCTURE RELOCATED LIGHT FIXTURE PV2;3 KEY NOTES: O 1. NEW CEILING GRID, TO ALIGN WITH ADJACENT EXISTING GRID, MATCH ADJACENT CEILING HEIGHT. NEW GRID SUPPORTED BY NEW FRAMING PER STRUCTURAL, SEE SHEET S1.0 2. 3. 4. 5. 6. 7. INSULATED METAL PANEL CEILING GRID, TYP. PATCH /INFILL CEILING GRID, REPLACE TILES WITH WASHABLE CEILING TILE EXIST GRID AND LIGHTS TO REMAIN, TILES TO BE REPLACED NEW WASHABLE CEILING TILE /GRID THIS ROOM ONLY LIGHT FIXTURES ARE EXISTING, MODIFY AS NECESSARY TO FIT NEW LAYOUT EXISTING WAREHOUSE LIGHTS ABOVE NEW IMP ENCLOSURES TO BE REMOVED, UTILITY LIGHTING TO BE INSTALLED ON SEPARATE SWITCH LIGHTING IN WAREHOUSE 123 TO BE UPGRADED REVIEWED FOR CODE COMPLIANCE E APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION CITY OF TUK; +9'. NOV 01 2012 PERMIT CENTER SA RA E �NA KS� 2505 Third Avenue Suite 324 Seattle, WA 98121 206,720.7001 phone 206.720.29 4 9 1 zi X www.craftdrehitects.c'om SAHALE SNACKS CONSULTANT REV SIONS: FOR PERMIT 10/31/2012 s EET TITLE: DATE: DESIGN: REFLECTED CEILING PLAN 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.2 COPYRIGHT CRAFT ARCHITECTS 2012 10/31/12 - 12:22pm 12- 553_A6.1 (DOOR SCHEDULE).dwg 3' -6" GUARD RAIL EXIST WALL WOOD STAIR WITH 2X12 WOAD STRINGERS, ATTACHED TO EXIST MEZZANINE. 28 RISERS TOTAL @ 6.86" PAINTED 1 4" TUBE STEEL RAILING, OFFSET 1 4" FROM ADJACENT WALL © 3' -0" FROM AFF /NOSING 3' -O" HAND RAIL TOP OF IMP 2O' -b" UPPER LEVEL 16' -0" EXIST MEZZANINE IMP WALL BEYOND. CD sop 1 2X8 WOOD FRAMING NEW WALL BEYOND. LANDING 7' -5" 1' -0" STAIR SECTION 4' -4" 1 4' -0" 13 TREADS © 11" = 11' -11" 1' -o" STAIR PLAN 1/4" = 1' -0" 3 -1/2" X 3 -1/2" X 3/16" HSS WELD TO COLUMNS AT JAMB IMP HEAD DETAIL 1 1 /2" = 1' -0" IMP JAMB DETAIL 3 -1/2" X 3 -1/2" X 3/16" HSS BOLT TO EXISTING SLAB 1 1/2" = 1' -0" DOOR /OPENING SCHEDULE OPENINGS FRAMES DETAILS REMARKS NO. TYPE W x H THK MATL GL INSUL RATIN FIRE G HDW FIN TYPE MATL FIN HD JAMB SILL 104A IM PAIR 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 104B IM PAIR 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 105 F PAIR 3' -0" X 7' -0" 1 3/4" MTL - - A FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 106 G PAIR 3' -0" X 7' -0" 1 3/4" MTL - - C FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 108 F 4' -0" X 7' -0" 1 3/4" MTL - - G FF 1 MTL FF 3/A6.1 2/A6.1 1/A6.1 109A F 3' -0" X 7' -0" 1 3/4" MTL - - G FF 1 MTL FF 3/A6.1 2/A6.1 1/A6.1 109B IS 8' -0" X 8' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 110 IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 111A IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 111B SC 6' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 112A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 112B IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 112C IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 113A IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 113B SC 10'-0" X 8' -0" - VINYL - - - FF - SST FF - - - 115 SC 10' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 116A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 116B IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 116C IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 117A IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 117B SC 10' -0" X 8' -0" - VINYL - - - FF - SST FF - - - 118 SC 14' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 119A SC 12' -0" X 10' -0" - VINYL - - - FF - SST FF - - - 119B IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 119C IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP * - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 120A IS 10' -0" X 10' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 120B SC 10' -0" X 8' -0" - VINYL - - - FF - SST FF - - - 121A SC 12' -0" X 10' -0" - VINYL * - - - FF - SST FF - - - 121 B IM 3' -0" X 7' -0" 1 3/4" PLASTIC /IMP - - - FF - SST FF 14/A6.1 13/A6.1 - DOOR TO BE PROVIDED & INSTALLED BY IMP SUPPLIER 122 SC 10' -0" X 8' -0" - VINYL - - - FF - SST FF - - - 123A S 10' -0" X 14' -0" - MTL - 3HR RATE - FF - - - - - - 3HR RATED OVERHEAD COILING DOOR 123B S 10' -0" X 14' -0" - MTL - 3HR RATE - FF - - - - - - 3HR RATED OVERHEAD COILING DOOR 123C F 3' -0" X 7' -0" 1 3/4" MTL * - A PAINT 1 MTL PAINT 3/A6.1 2/A6.1 1/A6.1 215 F PAIR 3' -0" X 7' -0" 1 3/4" MTL - - D FF 2 MTL FF 3/A6.1 2/A6.1 1/A6.1 DOORS TO BE LOCATED AT MEZZANINE LEVEL ABOVE CIRCULATION 115 3 INT. DOOR HEAD } SCALE: 3" = 1'' -0" V WALL TYPE AS SCHEDULED STEEL RUNNER BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED AV INT. DOOR JAMB WALL TYPE AS SCHEDULED 20 GA. STEEL STUD BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED SCALE: 3" = 1' -0" Q DOOR AND TRIM 1 /4" 1/4" Q DOOR AND TRIM Q DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESIL FLOOR MATL DOOR CARPET CONC /SLR DOOR CARPET SILL /FLOOR TRANSITION SCALE: 3" = 1' -0" DOOR /RELITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE 1' PER DOOR SCHEDULE �TG RELITE 8" \ G (HALF GLASS DOOR) PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE Li IM (IMPACT) PER DOOR SCHEDULE FRAME TYPES: PER SCHEDULE IS (IMP SLIDING) 1)17,S5 PER SCHEDULE r / yPER SCHEDULE PER SCHEDULE < > 2 PER DOOR SCHEDULE PER DOOR SCHEDULE PER SCHEDULE PER SCHEDULE S (COILING) SC (STRIP CURTAIN) DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404/T1.2. 2. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 3. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, U.N.0.. 4. INTERIOR DOOR FRAMES TO BE KNOCK -DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH. 5. IG INDICATES INSULATED GLAZING, TYP. 6. TG INDICATES TEMPERED GLAZING, TYP. 7. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 8. ALL EXTERIOR /BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U- FACTOR OF 0.40 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40 BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC. 9. DOORS OPENING INTO SEMI - HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.60 MAX U- FACTOR. 10. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2009 WSEC 1314.5. 11. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 12. GC TO COORDINATE WITH TENANT MASTER -KEY PROGRAM, ALL LOCKS TO BE COMPLIANT WITH KEY PROGRAM DOOR HARDWARE NOTES: TYPE A: TYPE B: TYPE C: TYPE D: TYPE E: TYPE F: TYPE G: TYPE H: TYPE I: TYPE J: TYPE K: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, PANIC WEATHER STRIPPING, DROP SEAL OFFICE TYPE LOCKSET PUSH /PULL, CLOSER PASSAGE SET, CLOSER OFFICE TYPE LOCKSET, CLOSER PASSAGE SET STOREROOM LOCKSET PRIVACY SET PRIVACY WITH 'IN USE' INDICATOR MANUAL PUSH BUTTON LOCK, CLOSER CLOSER, PANIC HARDWARE, KEYCARD READER HARDWARE, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION CITY OF K T!, I.. '.._ *. NOV 01 2012 PERMIT CENTER 04'414' 14 SAHA SNACK CRAM a it C I.1 E t e C t S 2505 Third Avenue su te 324 Seattle, WA 98121 06.720.7.001 phone 206.720.2949 fax www.cr &ftarchitects.c'c n SAHALE SNACKS O O W W u) �^ I '6 's Q O N = O�^ V, co uf Ei CONSULTANT 7052 REGISTERED ARCHITECT STA 'd REVISIONS: FOR PERMIT 10/31/2012 SHEET TITLE: DATE: DESIGN: DOOR SCHEDULE AND DETAILS 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.1 COPYRIGHT CRAFT ARCHITECTS 2012 FINISH SPECIFICATIONS: FLOOR FINISHES: WALL FINISHES: FLOOR FINISH TO BE SLR -1, U.N.O. R 1 R 2 SLR 1 VCT MANNINGTON COMMERCIAL: SOLIDPOINT COLOR: TOASTED SESAME, 337 VCT MANNINGTON COMMERCIAL: SOLIDPOINT COLOR: CHERRYWOOD, 338 SEALED CONCRETE CLEAR WALL FINISH TO BE PT -1, U.N.O. PT 1 PT 2 PT 3 PT 4 FRP 1 ROOM FINISH GENERAL NOTES: PAINT (GENERAL) SHERWIN WILLIAMS, ANTIQUE WHITE PAINT (ACCENT) SHERWIN WILLIAMS, REFUGE LEVEL 5 PAINT REQUIRED PAINT (ACCENT) SHERWIN WILLIAMS, CAJUN RED LEVEL 5 PAINT REQUIRED PAINT (ACCENT) SHERWIN WILLIAMS, WHOLE WHEAT FRP- WHITE 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL 10. THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT 11. AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UNLESS OTHERWISE NOTED, 12. 3. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UNLESS OTHERWISE NOTED. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UNLESS 13. OTHERWISE NOTED. 4. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 15. 5. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 6. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UNO. REFER TO FINISH LEGEND FOR EXCEPTIONS 14. 10/31/12 - 12:23pm 12- 553_A6.2 (FINISH SCHEDULE).dwg WALL BASE: WALL BASE TO BE B -1, U.N.O. B 1 4" BASE ROPPE, RUBBER COLOR: 193 BLACK BROWN REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS OTHERWISE NOTED. SEE ALSO TRANSITION DETAILS THIS SHEET. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76 -200 AND SMOKE - DEVELOPED INDEX OF 0 -450 PER IBC CHAPTER 8. REVIEWED F R CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION CITY OF TUK1 •"' NOV 01 2012 PERMIT CENTER s t4 SA .H: A It SNAKS 2505 Third Avenue Suite 324 Seattle, WA . 98121 206.720.7001 phorne. 206.720.2949 fax www.craftarchitectscorn SAHALE SNACKS CONSULTANT 7052 REGA.STE EU ARCHITECT KATHRYN M CRAFT STATE OF WAS*4ittiGTi� REV SIONS: FOR PERMIT 10/31/2012 SHEET TITLE: FINISH SCHEDULE DATE: DESIGN: 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.2 COPYRIGHT CRAFT ARCHITECTS 2012 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL FIN MTL FIN MTL FIN MTL FIN MTL HT 101 EXPANDED R &D EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 APC EXIST WASHABLE, SECURED APC 102 MATERIAL STORAGE EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST 103 LOCKERS EXIST R -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST 104 WASH ROOM EXIST SLR GWB PT -1 /FRP GWB PT -1 /FRP GWB PT -1 /FRP GWB PT -1 /FRP APC ±12' -0" AFF WASHABLE, SECURED APC 105 ROOM EXIST SLR _ GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST 106 HALL EXIST R -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 APC EXIST REPLACE ALL EXISTING TILES 107 BLENDING EXIST SLR GWB PT -1 /FRP GWB PT -1 /FRP GWB PT -1 /FRP GWB PT -1 /FRP APC ± 12' -O" AFF WASHABLE, SECURED APC 108 MAINTENANCE EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 _ - 109 MECHANICAL ROOM EXIST SLR GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 _ - 110 GOWNING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 111 MATERIAL SORTING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 112 PROCESSING EXIST SLR - IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 113 PACKAGING EXIST SLR - IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 114 PROCTOR EXIST SLR _ IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 115 MATERIAL CIRCULATION EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 116 PROCESSING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -O" AFF 117 PACKAGING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 118 MATERIAL STAGING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 119 PROCESSING EXIST SLR _ IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 120 PACKAGING EXIST SLR _ IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 121 PROCESSING EXIST SLR IMP - IMP - IMP - IMP - IMp ±20' -0" AFF 122 PACKAGING EXIST SLR IMP - IMP - IMP - IMP - IMP ±20' -0" AFF 123 WAREHOUSE EXIST SLR _ EXIST - EXIST - EXIST - EXIST 124 WAREHOUSE EXIST SLR _ EXIST - EXIST - EXIST - EXIST - _ - FINISH SPECIFICATIONS: FLOOR FINISHES: WALL FINISHES: FLOOR FINISH TO BE SLR -1, U.N.O. R 1 R 2 SLR 1 VCT MANNINGTON COMMERCIAL: SOLIDPOINT COLOR: TOASTED SESAME, 337 VCT MANNINGTON COMMERCIAL: SOLIDPOINT COLOR: CHERRYWOOD, 338 SEALED CONCRETE CLEAR WALL FINISH TO BE PT -1, U.N.O. PT 1 PT 2 PT 3 PT 4 FRP 1 ROOM FINISH GENERAL NOTES: PAINT (GENERAL) SHERWIN WILLIAMS, ANTIQUE WHITE PAINT (ACCENT) SHERWIN WILLIAMS, REFUGE LEVEL 5 PAINT REQUIRED PAINT (ACCENT) SHERWIN WILLIAMS, CAJUN RED LEVEL 5 PAINT REQUIRED PAINT (ACCENT) SHERWIN WILLIAMS, WHOLE WHEAT FRP- WHITE 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL 10. THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT 11. AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UNLESS OTHERWISE NOTED, 12. 3. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UNLESS OTHERWISE NOTED. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UNLESS 13. OTHERWISE NOTED. 4. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 15. 5. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 6. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UNO. REFER TO FINISH LEGEND FOR EXCEPTIONS 14. 10/31/12 - 12:23pm 12- 553_A6.2 (FINISH SCHEDULE).dwg WALL BASE: WALL BASE TO BE B -1, U.N.O. B 1 4" BASE ROPPE, RUBBER COLOR: 193 BLACK BROWN REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS OTHERWISE NOTED. SEE ALSO TRANSITION DETAILS THIS SHEET. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76 -200 AND SMOKE - DEVELOPED INDEX OF 0 -450 PER IBC CHAPTER 8. REVIEWED F R CODE COMPLIANCE APPROVED NOV 19 2012 City of Tukwila BUILDING DIVISION CITY OF TUK1 •"' NOV 01 2012 PERMIT CENTER s t4 SA .H: A It SNAKS 2505 Third Avenue Suite 324 Seattle, WA . 98121 206.720.7001 phorne. 206.720.2949 fax www.craftarchitectscorn SAHALE SNACKS CONSULTANT 7052 REGA.STE EU ARCHITECT KATHRYN M CRAFT STATE OF WAS*4ittiGTi� REV SIONS: FOR PERMIT 10/31/2012 SHEET TITLE: FINISH SCHEDULE DATE: DESIGN: 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.2 COPYRIGHT CRAFT ARCHITECTS 2012 10/31/12 - 12:23pm 12- 553_A8.1 (PARTITION TYPES).dwg STRUCTURE ABOVE WAREHOUSE SPACE MANUFACTURING SPACE 4" INSULATED METAL PANEL 6" METAL ANGLE, TURNED IN TOWARDS PANEL, FILLED WITH GROUT, PAINTED SAFETY YELLOW EXISTING CONCRETE SLAB 0 0 N PERIMETER IMP PARTITION SCALE: 1 1 /2" = 1 ' -0" STRUCTURE ABOVE 4" INSULATED METAL PANEL MANUFACTURING SPACE 4" INSULATED METAL PANEL 6" METAL ANGLE, TURNED IN TOWARDS PANEL, FILLED WITH GROUT, PAINTED SAFETY YELLOW EXISTING CONCRETE SLAB MANUFACTURING SPACE 18 GA. GALV. (26 GA. WHITE OPTIONAL) BASE CHANNEL W/ #8 SCREWS @ 12" 0.C. 1/4 "X 1 1/4" LONG NAIL —IN ANCHOR @ 24" 0.C. INTERIOR IMP PARTITION SCALE: 1 1/2" = 1 ' -0" EITHER SIDE OF PANEL FIRESTOP CAULKING @ DECK. MINERAL WOOL INSULATION BEARING UL CLASSIFICATION MARKING © GAP CHANNEL. 6" OVERLAPING GWB OFFSET —LEG TOP TRACK, FABRICATED FROM MIN 25 MSG CORROSION — PROTECTED STEEL, MIN WIDTH TO ACCOMODATE STUD SIZE, WITH 1" LONG LEGS, ATTACHED TO STRUCTURE 24" 0.C. MAX. JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. THREE LAYER 5/8" TYPE X GWB, APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 8" X 1 -5/8 ", 18 GA METAL STUD © 24" 0.C. WITH 1" TYPE S DRYWALL SCREWS 8" 0.C. AT VERTICAL JOINTS AND 12" 0.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. MAX DEFLECTION (L/240) TO MEET SSMA INTERIOR NON— STRUCTURAL COMPOSITE TABLE 1/2" PLYWOOD SHEATHING, 8' —O" AFF, TO RECEIVE ONE COAT OF WHITE PAINT CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION — PROTECTED STEEL, MIN WIDTH TO ACCOMODATE STUD SIZE, WITH 1" LONG LEGS, ATTACHED TO STRUCTURE 24" 0.C. MAX. 3 HR FULL HEIGHT WALL L U435 INSULATED METAL PANEL WALL g in TYPICAL PANEL JOINT SCALE: 1 1/2" = V-0" VAPOR BARRIER ON WARM SIDE TYP 26 GA. PRE — FINISHED STAINLESS STEEL TRIM CLOSURE W/ #8 X 3/4" SHT. MTL SCREWS © 12" 0.C. TYP AT IMP CEILING PANEL CONDITION.: PROVIDE VERTICAL SUPPORT WITHIN 2' -0" OF EDGE CONT. 2" X 2" X 18 GUAGE S.S. ANGLE ATTACHED WITH #8 X 3/4" S.S. SCREWS AT 12" 0.C. CONT. 2" X 2" X 26 GA. PRE — FINISHED STAINLESS STEEL TRIM W/ #10 X 3/ 4" S.S. SCREWS AT 12" 0.C. IN EACH LEG (TYPICAL AT ALL TRIM EDGES) INSULATED METAL PANEL CONT. THERMAL BREAK FOAM IN PLACE ALL GAPS STAINLESS STEEL EXPANSION ANCHORS @ 24" 0.C. / 8" / MAX. / i 3 #12 GA. VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS IIIIIIIIIIIIIIIIIIIIIIIIIIIII0IIIIIIINIIIIIIIIII 1/8" POP RIVET © ALL MEMBERS ONE WALL WALL ANGLE 4 — #12 GA. SEISMIC SPLAY BRACE WIRES 2 — #12 14 GA SCREWS @ STUDS TO T —BAR MAIN RUNNER ACOUSTICAL TILE MAX. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MAIN RUNNER OR CROSS TEE PROVIDE 3/4" SPACE OPPOSING WALL L COMPENSATION CHANNEL @ EXISTING ROOF DECK / STRUCTURAL MEMBER 1" MIN. GAP 5/8" GWB OVER 8" X 1 -5/8" , 18 GA METAL STUD. @ 24" 0.C. MAX DEFLECTION (L/240) TO MEET SSMA INTERIOR NON— STRUCTURAL COMPOSITE TABLE R 21 INSULATION W/ FSK -25 VAPOR BARRIER WHERE EXPOSED & @ WARM WALLS METAL STUD RUNNER ATTACHED TO EXISTING CONC. SLAB W/ 5/32" DIA. LOW — VELOCITY POWER— DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS A FULL HEIGHT PARTITION OFFICE 2 BRACE: 8" METAL STUD OR 3/4" DIA. RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180') DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE SUSPENDED ACOUSTICAL CEILING R -13 BATT INSULATION W/ FSK -25 VAPOR OFFICE BARRIER WHERE EXPOSED & AT WARM WALLS GWB OVER 3 -5/8" x 1 -5/8 ", 25 GA METAL STUD CO 24" 0.C. METAL STUD RUNNER ATTACHED TO EXISTING CONC. SLAB W/ 5/32" DIA. LOW — VELOCITY POWER— DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS MTL STUD COMPRESSION STRUT. FOR SIZE & NO. SEE SCHED. BELOW. ATTACH ® PURLIN ABOVE W/ 2 #8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. 45" TYPICAL 45° TYPICAL CROSS TEE SCHEDULE MAX. HT OF COMPRESSION STRUT STUD SIZE & GA SINGLE STUD DOUBLE STUD 1 -5/8" x 20 GA SS 7' -8" 11' -8" 2 -1/2" x 20 GA SS 7' -7" 16' -6" 3 -1/2" x 20 GA SS 7' -4" 22' -9" 1 -5/8" x 20 GA WC 10' -0" 11' -6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW @ 18" 0.C. SUSPENDED CEILING DETAIL SCALE: 3" = 1' -0" REV E' ED FOR CODE COMPLIANCE APPROVED NOV 19 %012 City of Tukwila BUILDING DIA, S . N INTERIOR PARTITION CITY OF `+ f'K . 1. . NUV 01 2012 PERMIT CENTER LIGHT FIXTURE, IC RATED, AS REQUIRED 0 SUSP. ACOUSTICAL CEILING 'T' CORNER CONNECTION FLUOR. LIGHT SECTION SCALE: 1 1/2" = 1' —O" SCALE: 1 1/2" = 1' -0" 1A: PROVIDE SOUND BATTS IN WALL ONLY 1B: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2' -0" EACH SIDE OF WALL CEILING NOTES: 1. PER: 2009 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9 AND 1613.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 803.9). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7 -05 SECTION 13.5.6.2.2 (REFERENCED IN IBC 1613.1). CEILINGS & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA) RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 (REFERENCED IN ASCE 7 -05). IBC 102.1 STATES, "WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC SHALL BE APPLICABLE." A. ONLY A HEAVY DUTY T —BAR GRID SYSTEM SHALL BE USED. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM a. B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2.0 INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH DIRECTION SHALL HAVE A 0.75 INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON AN CLOSURE ANGLE. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM b. C. FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAIN OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4" FOR THE LOADS PRESCRIBED IN ASCE 7 -05 9.6.1.3. D. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATION AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ADDITIONAL MOVEMENT. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM d. E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS ARE PERMITTED TO BE PROVIDE AT THE TOP OF THE SPRINKLER HEAD EXTENSION. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM e. F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM f. G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. ASCE -7 -05 SECTION 13.5.6.2.2 ITEM g. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7 -02 SECTION 11A.1.3.9. I. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM b. J. ON THE OTHER TWO SIDES, THERE SHALL BE A 3/4" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM b. K. STABALIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND /OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. L. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION ITEM 2. M. VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4' O.C. OR NO. 10 GAGE SPACED AT 5' O.C. ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT —OF —PLUMB UNLESS COUNTER — SLOPING WIRES ARE PROVIDED. N. LATERAL BRACING IS REQUIRED: SPLAY WIRE PODS AT 12' MAX O.C. AND 6' MAX FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. CISCA GUIDELINES FOR SEISMIC RESTRAINTS FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, ISTALLATION SECTION, ITEM 3. SAHALE �NAC14S� 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206720.2 949 lax craftarchitects o cs r�l SAHALE SNACKS 0 0 g 1;- 0 cs) w w CSI Z Q U ;1;i w B<E1 IOco V, CONSULTANT 7052 REGISTERED ARCHITECT REVISIONS: FOR PERMIT 10/31/2012 SHEET TITLE: WALL TYPES & DATE: DESIGN: CEILING DETAILS 10/31/2012 DRAWN: PROJECT NO: APPROVED: SAD 12- 553.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A8.1 COPYRIGHT CRAFT ARCHITECTS 2012 L : \2001files \01043 \01043012 \SAHALI SNACKS —S1— RFRM— GNOTE— SECTS -16- 01043012 —NO PDF.dwg, 10- 30 -12, 5 :07pm, mariag, 1ID0 _ tp k?,7 2pt-t t, X 'J/3 #/O 01 .E li gyp 4-575 �s f ER Is, r; O lC f � 312Th :-d% CEILING FRAMING PLAN 1/8" = 1' -0" Pt' /Cse l l t 14-R ti 7`:.. G 1/, 8. ?.. e or) r /.2!s (.4 /BCWT t /D 7Z' jo e,S r C xf GL7: 7? Z1 .T ..S ) 8!o0cs- , k/ G� rk A $OL r0 SECTION 3f4" =1' -0" SECTION 3/4" 1' -0" P" 4�Jco Ont6 Si 0,dasi 511-17-7-74- Jr?.wi.AA ft Ica 14k£ 14r ( t4ev 4" ) _4p-1/Ice-NT >> ! (zs► RO(.QL A J IC X- SWIM 89-,31,0e Uf �'� O. Ta Po sr-WS & /6 a Gods--err -3T oitic' T) z -l66-o J TtJ std /6 .4 X1'4.' - / to rra f - ,31/s rs /fm r i tv/<971- Cte__ k11, kiel. fe -r : (64", 4 W ) ANCHOR DETAIL N.T.S, GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location: Intergate East, Building. One, Sahale Snacks T.I. - Tukwila, WA Building Dept. Contact - Mr. Alien Johnson, telephone 206 431 3670. 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 international Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - see snow (rain factor) 3, DESIGN LOADS Seismic SCHEMATIC WEST ELEVATION Op' s 7R/�4 1/ A l `zu! !1.6 ' '13 w /eo? SECTION 3/4" =1'=0" 4 #10 TO NAci4 133;12 if) 514./ G Sf rcl."6; rqikaf.77 ..P 6 .) .(8 E Y OJfO -:-c9rsr e'en P4911 �t 7 6,005/64,7-$7210: . 13G O'C K1•LJG e 00 A-4 1 %(/ow - Q 410A% 20,6 DC I % "V 0( 00013,a' c,(70 414016j /04C1-111,1/1-4 t 0 ECTION 3/4" ..= 1. -0" Ss = 1.409, S1 = 0.487, I = 1.0, Site Class "D ", SDs = 0.939, SD1 = 0.491, Seismic Design Category = "D". Basic Seismic Force Resisting System(s) = LFWSP (Other Materials) CS = 0.470, R = 2. Equivalent lateral force .procedure was used. Mech. & Refrigeration unit loads will be picked up at the point of the the point of the units and transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY MODIFIED. FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS EXISTING STRUCTURAL SLAB - ALLOWABLE LIVE LOAD 250 PSF. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy =50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy =36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy =46,000 PSI) WELDHEAD STUDS ASTM A-108 (Fy =55,000 PSI) ALL- THREAD ASTM F1554, GRADE 36 (Fy, =36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N .O.) LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP 1S CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. CONCRETE ANCHORS& ANCHOR BOLTS: z 0 ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRESPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE B. OR BOT. = BOTTOM BTWN. = BETWEEN BLDG, = BUILDING O.S. = OUTSIDE BRG, C.I.P. C.J. CLR. CMU COL. CONC. C.S.J. EA. EE. E.F. E.J. EL. OR ELEV. E.N.W. OR ENW EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV, G..B. H. OR HORIZ. I.B.C. LC.C. I.F INC. K L.W. = BEARING = CAST IN PLACE = CONSTRUCTION JOINT = CLEAR CONCRETE MASONRY UNIT = COLUMN = CONCRETE =CLOSURE STRIP JOINT = EACH =EACH END = EACH FACE = EXPANSION JOINT = ELEVATION ENGINEERS NORTHWEST = EQUAL = EACH SIDE = EACH WAY = FACE OF CONCRETE = FACE OF STUD = FACE OF WALL = FOOTING = GAGE = HOT DIP GALVANIZED GYPSUM WALL BOARD = HORIZONTAL = INTERNATIONAL BUILDING CODE = INTERNATIONAL CODE COUNCIL = INSIDE FACE = INCLUDING = KIP (1000 POUNDS) = LONG WAY M.B.S. N.F. N.T.S. OC O.F, O.T.O. REINF. REM. R.O. SECT. SIM. S.J STL. SW SYMM. T. T.O.B. T.O.F. T.O.S. TYP. U.N.O. V.E.F. VERT. V.F.F. VFY V.I.F. V.N.F. V.O.F. W/ W/O W.H.S. 0 PL = METAL BLDG SUPPLIER = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTIONS = SIMILAR = SHRINKAGE JOINT = STEEL SHEARWALL = SYMMETRICAL = TOP = TOP OF BEAM = TOP OF FOOTING = TOP OF STEEL TOP OF SLAB = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL EACH FACE = VERTICAL = VERTICAL FAR FACE = VERIFY VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT CENTER LINE = PLATE REVIEWED FOR CODE COMPLIANCE APPROVED. NOV 19 2012 City of Tukwila NG DiVISIC. CITY OF TI' s NOV 01 2012 PERMIT CENTER NG PLAN, GENERAL NOTES, SECTIONS 0 Z co o +.0 RI .r..1 z m 0o 0 0 cti u) 00- U y., 0 o Z zN (I) visor 0 �c W co JOB NO; 01043012 ENGINEER: D. LAKE DRAWN: M.T.G./D.K. DATE: 10 -31 -12 SHEET NO: SI OF XX