Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D11-382 - SAHALE SNACKS - TENANT IMPROVEMENT
SAHALE SNACKS 3411 S 120 PL SUITE 100 Di 1-382 City oPI'ukwila • 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: D11 -382 Issue Date: 01/30/2012 Permit Expires On: 07/28/2012 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Contact Person: Name: SARAH DEVLIN Address: 2505 FIFTH AV, SUITE 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 CONSISTING OF NEW AND RENOVATED NON - STRUCTURAL OFFICE SPACE IN EXISTING WAREHOUSE BUILDING. STRIPING OF NEW PARKING STALLS AND THE ADDITION OF (2) ACCESSIBLE STALLS. Value of Construction: $155,250.00 Fees Collected: $3,195.44 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -382 Printed: 01 -30 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: t- z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of w k. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: I (3 'o f I Z Print Name: 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. 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11 -382 Printed: 01 -30 -2012 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential C International Mechanical Code, Washingto to Energy Code. 8: 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. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: 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) 17: 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) 18: 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) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 20: 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) 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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 don: IBC -7/10 D11-382 Printed: 01 -30 -2012 corridor is more than 100 feet (30,480 mm) e listed viewing distance for the sign, whicl • r is less, from the nearest visible exit sign. (IFC 1011.1) 25: 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) 26: 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) 27: 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 arty 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) 28: 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) 29: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 30: 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) 31: 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 sprinlder 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. 2050). 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: 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 D11 -382 Printed: 01 -30 -2012 Oak CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No.' ,,. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For ofce 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 ** T LOCATION Site Address: 3411 SOUTH 120TH PLACE Tenant Name: SAHALE SNACKS Property Owners Name: SABEY CORPORATION King Co Assessor's Tax No.: 1023049069 Suite Number: 100 Floor: New Tenant: ❑ Yes .. No 98168 Zip Mailing Address: 12201 TUKWILA INTERNATIONAL BLVD., 4TH FLR SEATTLE, WA City State CONTACT PERSON — who do . act when your permit is ready to be is 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 Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: State Zip Expiration Date: 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 ust be stamped by Engineer of R cord Company Name: Mailing Address: Contact Person: E -Mail Address: Fax Number: City Stale Zip Day Telephone: H. \Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application. doe Revised 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION t06- 431 -3670 Valuation of Project (contractor's bid price): $ I6 1 Hr] 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): TENANT IMPROVEMENT CONSISTING OF: NEW AND RENOVATED NON - STRUCTURAL OFFICE SPACE IN EXISTING WAREHOUSE BUILDING, STRIPING OF NEW PARKING STALLS AND THE ADDITION OF (2) ACCESSIBLE STALLS 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? ❑ Yes m No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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. HAApplications\rorms- Appli cab ons On Line\2010 Applications \7 -2010 - Permit Application. doc Revised_ 7 -2010 bit Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of ` Construction; per IBC Type of Occupaner cy per IBC (B) OFFICE ls` Floor 41,067 6,210 III B 2nd Floor 3rd Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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. HAApplications\rorms- Appli cab ons On Line\2010 Applications \7 -2010 - Permit Application. doc Revised_ 7 -2010 bit Page 2 of 6 PERMIT APPLICATION NOTES — Applicable 'to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 1 WNE 'i 0 ' A TH • RIZED A NT: Signatu Print Name: Mailing Address: IDate Application Accepted: Date. I Day Telephone: City State Date Application Expires: / ■ Staff Initials: H:AApplications \Forms- Applications On LineA2010 ApplicationsV7 -2010 - Permit Application_doc Revised: 7 -2010 hh Zip Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -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: D11 -382 Status: ISSUED Applied Date: 12/05/2011 Issue Date: 01/30/2012 Receipt No.: R12 -01359 Initials: User ID: Payee: WER 1655 Payment Amount: $378.00 Payment Date: 04/18/2012 02:08 PM Balance: $0.00 FRANK CLARY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 61818G ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 378.00 Total: $378.00 doc: Receiot -06 Printed: 04 -18 -2012 • • 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.Qov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D11 -382 Status: ISSUED Applied Date: 12/05/2011 Issue Date: 01/30/2012 Receipt No.: R12 -00849 Payment Amount: $63.00 Initials: JEM Payment Date: 02/28/2012 12:55 PM User ID: 1165 Balance: $0.00 Payee: FRANK R CLARY, NORTHWAY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 41825G 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: 02 -28 -2012 • r�J�`N1�A w 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: D11 -382 Status: APPROVED Applied Date: 12/05/2011 Issue Date: Receipt No.: R12 -00368 Initials: User ID: WER 1655 Payment Amount: $1,938.40 Payment Date: 01/30/2012 03:47 PM Balance: $0.00 Payee: SABLE SNACKS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 24671 1,938.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,938.40 1,933.90 4.50 doc: Receiot -06 Printed: 01 -30 -2012 • • J��i�Q wq City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.ov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: D11 -382 Status: PENDING Applied Date: 12/05/2011 Issue Date: Receipt No.: R11 -02629 Initials: User ID: WER 1655 Payment Amount: $1,257.04 Payment Date: 12/05/2011 03:32 PM Balance: $1,938.40 Payee: CRAFT ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 005271 1,257.04 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,257.04 Total: $1,257.04 doc: Receiot -06 Printed: 12 -05 -2011 • r • INSPECTION RECORD Retain a copy with permit Dit-38Z. PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ix, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ' 5 +40-k 1■,W ckIACYS Type of Inspection: ilY■1/11 Address: 314 11 Co 120 Pl__ Date Called: Special Instructions: Date Wanted: 4 Ca.L.„-r4t. p.m. Requester: Phone No: c1.5 3-- 2.4„,C.,- ica•• Approved per applicable codes. OCorrections required prior to approval. COMMENTS: nsp c : Date: REI SPECTION FEE R UIRED. Prior to next inspection, fee must be —4_41d 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 v.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: SF H4L 6 sk I p es Type of Inspection: ' cc/1442.0mpg 1.76/1/72A/6 Address: 3i)/// S /20 /3L. Date Called: - Special Instructions: Date Wanted: .47 /5- /� m. Requester: a S3- 2 66 - 6- 0°5 Phone No: c245-3•44. .r�t/ 7' ,Approved per applicable codes. Corrections required prior to approval. 2 COMMENTS: I spect r: NSPECTION FEE R UIRED. Prior to next inspection. fee must be id at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ve. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ��� "rr" t' - sir /f�0� c, Type of Inspection: .,� 114.(2 y L., Grr Address: 341(s 120 PL Date Called: Special Instructions: l Date Wanted:. .-- / o- /2 0 SreSp,A. c7/ i i;',/ 6 .-- 4m /% - c, '` Requester: ., ?or, F (%v.l,;.› - -7,r,/or/ • 6) 6t9Z,i • - ,40,,A,Z Phone No: 5 "--264 — O ❑ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: / 67 e9A K etw r" e/ /Qr c-ti s O 2 se/y/044 4 f ✓ .-,- h ofrs • 0 SreSp,A. c7/ i i;',/ 6 .-- 4m /% - c, 4 /, ?4 ,A/4. - 4 O riwQ ., ?or, F (%v.l,;.› - -7,r,/or/ 6) 6t9Z,i • - ,40,,A,Z I) L� /J -f r S,r / - 4sp/(,v-c/ Date: • III PECTION FEE REQU RED. Prior • next inspection. fee must be at 6300 Southcenter Blvd., Suite '0. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit - s z- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451' Project: $. E H A L.E. 6 f.lAc ‹S Type of Inspectiop: QigasserL -- J �tic.triJCsodJ (lo; 1 ► nl 4ALD % 1d\%' L-' Address: 31.41 1 s 12.c> ?(. Date Called: O r r co Special Instructions: Date Wanted:. 3- 3 o -- l Z (.nj p.m. Requester: Phone No: 206-S10-11-17 5 ElApproved per applicable codes. 12 Corrections required prior to approval. COMMENTS: P l! . J �tic.triJCsodJ (lo; 1 ► nl 4ALD % 1d\%' L-' Sl k eo-1-- 4 e 1.40 4i ; e d+ O r r co k'• AA) !, 4 PECTION FEE REQUI D. Prior tofiext inspection. fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat • Son— /2_ • • I.s INSPECTION NO. CITY OF' TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD ft Retain a copy with permit I t 3 Fr2.4 PERMIT NO. DIVISION 5. (206) 431 -367 Pro p.m _gyp'_, Type rrAtelri: - , Addds 11 i „ido pt.- Date Called: Speci I s n ns: a F. a VIArA Date Wanted: _ � 1 1- p.m. - iiYe_ 65s Y Q. .514A5 PK . Ii tik Ci SQ (JWi)OMs> IPh equester: s3 _20 49,5 o S Approved' per applicable codes. aCorrections required prior to approval. COMMENTS: 4, J Ali roiA'-A-.4? () Ve.^.. e-.01/4i (rr C .Fs- r 0 ,24",,..1 A,,j . Inspe�{ of r: 00 /j Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. n --' �... .�• && — — .. INSPECTION NO. •INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 d(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: .S,V.Q. ...5• /9C1 Type of Inspection: . /= )..?,qf / 1 / 1VG Address: . . P 4 / / .5 /4.2 0 ' / Date Called: Special Instructions: Date Wanted:. a.m. - :� 9— /2 p.m. Requester: Phone No: X 5.3 -2 6‘,. -Sa s,15-" LJApproved per applicable codes. D Corrections required prior to approdl. COMMENTS: p A. ,n4/ '1015 ,)Ud - Mi ,9 l,rp,/I, t/4' /o .. ert,✓d r ❑1 E SPECTION FEE REQUI D. Prior t next inspection. fee must be ,paid at 6300 Southcenter Bl d., Suite 10 . Call to schedule reinspection. Kl...�....axner INSPECTION NO. INSPECTION RECORD Retain a copy with permit t 1 -z? z PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 .Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection:P(, 400,4si fz&4. Address: Ili S 110 PL_ Date Called: Special Instructions: Date Wanted: . 2 13-17 Requester: Phone No: .153 -?..(G -5c5 Approved per applicable codes. Corrections required prior to approval. COMMENTS:. V).1 e 1,t04 —App i4.% r1specto Date: "3 -2_ INSP ION FEE REQUIRED. Prior to next inspection, fee must be p •300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION REC6RD Retain a copy with permit I - - o35 a -r (JI1 - •� 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: S Ale St.) �- ks Type f Inspection: M ec-k. /?),-.. to _c, C-(9 Address: 3 y 11 Suite #: S a- j -"t"- ?) Contact Person: Special Instructions: Permits: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /1/1 fjv — O c r{ c,ti L- D K . I 1 - 3 X 3 Ei-V . o0-su � cPI - oK c.,.Gc,{-;a� AJeA� ,-` c-.r a- et id. ^ \ f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / ,c„ �-e-- Date: L03/ii Hrs.: $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 INSPECTION NUMBER ••••141,6....Vi,""Wit■Fr44.+aW"'" INSPECTION RECORD Retain a copy with permit s-o, PI - 30j, PERMIT NUMBERS . CITY OF 11.),KVALA FIRE DEPARTMENT 444 Andover Park East, Tukwila Va. 98188 206-575-4407 Project: 1 cer iv\ I,e_ 5 opt_k_s Type of Inspection: SP Address: -,„ , , ..5tili -, Suite #: /1 m to-v. -4-- '" p/occ , Contact Person: . Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5e _ Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: 1/1,._ c--- c a---- Date: LiNp I__ 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: 1 Company Name: Address: City: 1 State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 7. • 1 0 V ' ! s:; anallinNalllISSESEikalanssilatsti April 13, 2012 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 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 ocE03 FINAL REPORT 4 11 Project: Sahale Snacks Permit Num Address: 3411 S. 120th Place, #100 Job Number: 12 -007 11 -383 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. Soil bearing 2. Subgrade evaluation 3. Anchor bolt installation — mechanical 4. Epoxy grouting 5. Reinforcing steel for concrete 6. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President Email c: Northway Construction Attention: Mr. Frank Clary OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 12 -0078 R CEIVEJ MAa 2 3 20121 COMMUNI .r DEVELOPMENT PROPRIETARY ANCHOR MECHANICAL INSPECTION Project: Sahale Snacks Address: 3411 S 120th Place, Tukwila Inspector: Stephen Ramos Report Number: 251549 Permit Number: DI 1 -382 Client: Sahale Snacks Address: 3411 S 120th PI #100, Tukwila Date: 3/2/2012 Description /Location: Inspected anchor bolt installation at opening in -fill on grid line 1, Note #16 on A0.1 Rev 2/6/2012 Intended Use: Anchor bolts Building Code & Year: IBC 2009 Comments Bolts installed per detail at 18 inches on center in the upper and lower 4x pressure treated plates, centerline of the opening. Also verified attachment of the 2x pressure treated trim at openings with 0.145 Hilti X -EDNI Fasteners at 18 inches on center spacing. Reference Standard(s) Used: Engineers Northwest sketch dated 2/20/12 Conforms X Does Not Conform Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: 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.: INSP -87 -01 LT (Rev 7/09) Anchor Size & Quantity: 5/8 (6 qty) Anchor Type: • Expansion J Screw • Sleeve • Drop In ESR Number: 3027 Anchor Manufacturer: Hilti KWIK HUS -EZ Hole Diameter: 5/8" Hole Depth: 4 W Required Embedment: 4" Anchor Length: 8" Concrete Thickness: Existing Concrete Strength: Existing Base Material: 0 Normal Weight Concrete • Light Weight Concrete • CMU • Brick ■ Composite Deck Hole Cleaning: CI Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 5998 Torque: 95 ft -Ibs Drill Bit (ANSI B212.15): Yes • No Weather: Cloudy Ambient Temperature: 42' Comments Bolts installed per detail at 18 inches on center in the upper and lower 4x pressure treated plates, centerline of the opening. Also verified attachment of the 2x pressure treated trim at openings with 0.145 Hilti X -EDNI Fasteners at 18 inches on center spacing. Reference Standard(s) Used: Engineers Northwest sketch dated 2/20/12 Conforms X Does Not Conform Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: 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.: INSP -87 -01 LT (Rev 7/09) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Sun rY LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address SAHALE SNACKS Date 12/5/2011 3411 S 120TH PLACE, SUITE 100 For Building Department Use IFTLE COPY ►h' SEATTLE, WA 98168 Applicant Name: Craft Architects Applicant Address: 2505 Third Avenue Suite 324, Seattle, WA 987Pi1........l; Applicant Phone: 206 - 720 -7001 Project Description 104 ❑ Plans Included requirements. ❑ New Building ❑ Addition ' Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option ❑ Prescriptive Q 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 102 -112 OFFICE: OPEN, CONFERENCE ROOMS, SECURE STORAGE 0.91 6210 5651 104 RECESSED DOWN LIGHT, FLUORESCENT 12 32 384 102,110 PENDANT, DOWN LIGHT 3 60 180 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 5651 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 102 -110 2 %4 DIRECT /INDIRECT FLUOR. LIGHT FIXTURE W/ (2) 32W T- 51 64 3264 104 RECESSED DOWN LIGHT, FLUORESCENT 12 32 384 102,110 PENDANT, DOWN LIGHT 3 60 180 111,112 2 %4 FLUORESCENT LIGHT FIXTURE W/ (2) 28W T -5 5 56 280 104,110 RECESSED DIRECTIONAL DOWN LIGHT, FLUORESCENT 5 32 160 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4268 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of , or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting ted wattage. exempt lighting, note section and exception number, and leave Watts /Fixture blank. fmr4 mulfipli�+a -I REVI : a 1' er rs CODE C• APPROVED JAN 2 5 202 • City of Tukwila BUILDING DIVISION bW 392. RECEIVED DEC 05 2011 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential 2009 Washington State Energy Code Compliance s for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage ® Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is the ed,,��tthernumber of - fixtures+'�. the space is n m"ttid\by Crode. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting ., Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Fixtures: ection 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, 21) 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. - 1 s. r,--- - „f 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA (W /ft`) Use' LPA` (Wfft`) 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 /bars' 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail7 °, 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 tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional 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 fumiture, 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 I, ii, or iii plus an additional- - / 1 1,000 watts for each separate tenant larger than 250 square feet in area. t .;(� (� , ; * : ' .f, 1( .11.; 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). I (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). } 11 i j j 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. This additional lighting power is allowed only if the lighting is actually installed. .' 1it•v,; 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may)be,defined, for - . .1 , computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. RIRMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS t 44/1212 Date: Requested by: tVb' t -- lam' Firm/Company: go i3{ w try's ST c Project Name: SA-1H ALE Sts-k -S Permit No. b' 1 - E32- Project Address/Location: g (il l 5��1 12ofi1" WL. ILE ¶Z bI lb Time of Off-Hours Construction Activity - From: ge..M am/pm To: 19o, -M am/pm Requested Date of Inspection: 1'1 12- Requested Time: gG`.^^ am/pm Contact Name: +O-V-- ( P7' Phone No. C23') 2 (0- -C-c' Special Conditions for Consideration:bk, ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at 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 four (4 hours. Signatur RECEIVED Print Name: 7- CL-Al -- >:ti.:. APR X18 20121 PERMIT CENTER Reviewed by: Approved: Remarks: Disapproved: W:\Permit Center\Templates\Forms\After Hour Inspection Request.doc C arch tests January 09, 2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Attn: Dave Larson, Senior Plans Examiner RE: Sahale Snacks: D11 -382 Dave: Please accept this response to the permit application regarding Sahale Snacks: 1. The proposed emergency lighting shown on page A2.2 may not be adequate. The plans should be clear as to what the IBC requirements are and that this requirement must be met even if the emergency lighting shown is not adequate. Also, one emergency light fixture is required on the exterior side of each exit to light the exterior landing. Please see the modifications on sheet A2.2 regarding the emergency lighting. Additional emergency lighting has been added along the path of travel. Also, please see the General Note 4B, on sheet A2.2 referring to the IBC requirements. There is an existing exterior light that will be utilized to light the exterior of the new exit. You see key note #5 on sheet A2.2 2. The entrance service counter and kitchen do not appear to have the required accessibility features per ICC /ANSI A117.1; Please revise. Please see sheet A5.1. Detail 9 shows the section at the lunchroom casework, in which the height of the counter at 2' -10" in conjunction with an accessible side reach approach. Sahale Snacks is a manufacturing business and this office space supports this function; no points of sale or service transactions take place in this office /at this reception desk. Customers have no reason to write at this desk. The entry receptionist performs a greeting function. If paperwork is exchanged, the 3' -6" counter is within compliant reach ranges for a side approach. A 2' -6" countertop is also available at the side of the desk. 3. On page A8.1, detail 6 shows a fluorescent light fixture that is IC rated for direct contact with insulation. In the past an IC rated fixture of this type was not available. Please revise this detail to show an air space. Please see the revised detail on sheet A8.1; indicating tenting at lights. Owner Revisions: Sahale Snacks has made some minor design changes to the floor plan, and are clouded on the sheets and marked with 'delta 1' to indicate the changes. Thank you for your effort on this project, we look forward to obtaining a permit, Sarah Devlin CORRECTION 39Z 2505 Third Avenue, Suite 324 Seattle, Washington 98121 Phone 206.720.7001 Fax 206.720.2949 RECEIVED JAN 10 2012 PERMITC NTTR • City of Tukwila Jim Haggerton, Mayor January 6, 2012 Department of Community Development Jack Pace, Director Sarah Devlin Craft Architects 2505 Third Av, Suite 324 Seattle, WA 98121 RE: Correction Letter #1 Development Permit Application Number D11 -382 Sahale Snacks — 3411 S 120 PI Dear Ms. Devlin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, • c Bill Rambo Permit Technician encl File No. D11 -382 W:\Permit Center \Correction Letters \2011\D11 -382 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 1 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 13, 2011 Project Name: Sahale Snacks Permit #: D11 -382 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. As discussed during our last phone conversation, you should only show the main egress path where emergency lighting will be provided. That path that leads to two different exits. The common paths of travel that lead to one exit only or to the main egress path should not be shown on the egress plan unless you plan on providing emergency lighting at these locations as well. The intent is to make the location of proposed emergency lighting clear to the construction team and the inspectors. The proposed emergency lighting shown on page A2.2 may not be adequate. The plans should be clear as to what the IBC requirements are and that this requirement must be met even if the emergency lighting shown is not adequate. Also, one emergency light fixture is required on the exterior side of each exit to light the exterior landing. Please add these to the plans. 2. The entrance service counter and kitchen do not appear to have the required accessibility features per ICC /ANSI A117.1. Please revise these plans and details as necessary. 3. On page A8.1 detail 6 shows a fluorescent light fixture that is IC rated for direct contact with insulation. In the past an IC rated fixture of this type was not available. Typically this detail would show a 3 inch airspace between the fixture and the insulation. Please check availability of IC rated trough lights and provide a spec. sheet if available or revise this detail to show air space. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. TGO PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D11 -382 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL Original Plan Submittal Response to Correction Letter # X DATE: 02 -17 -12 Response to Incomplete Letter # Revision # 1 After Permit Issued DEPARTMENTS: ing Mision c wo'f-fcs ArY\ A01- F re Prevention Structural Planning Division Permit Coordinator t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -21 -12 Complete 171 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S IMTIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-20-12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • `` • PEA MT t,l.3 ='' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -382 DATE: 01 -10 -12 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building- Division Public Works ❑ Fire Prevention Structural Planning Division n Permit Coordinator n 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01 -12 -12 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 1 Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions DUE DATE: 02 -09-12 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • r y V r PLAN ' EVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -382 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL, SUITE 100 X Original Plan Submittal Response to Correction Letter # DATE: 12 -05 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTME TS: f AV& jZ 1i Fire Prevention Planning Division Structural 1)--1S —k i Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -06 -11 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 01 -03 -12 tANot Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 ` lo- I� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: SALL IIPALV S PERMIT NO: D` 3 81 SITE ADDRESS: ZL� k S 00-0 P ( ORIGINAL ISSUE DATE: \ -3Q —t)._ REVISION LOG REVISION N. N10. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS a��� --i�- Summary of Revision: �zjz��« ,� Summ of Rev' ion: h pw o h r s �, _ •Pwt i b i (,vcv, t rve4*su &ode- rC Received by: FRdt-N 14- 'I�. R• 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) 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) 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02 -1 11 1 2-0 12 Plan Check/Permit Number: 1) t I - 2' Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued (NM Via G1- {e4NGFS Revision requested by a City Building Inspector or Plans Examiner Project Name: A--1 s N ,*GIGS Project Address: 34 L I c°Vat 12O $ PLACt cunt IX Contact Person: S AF-isa'{ pt./ L (N Phone Number: 2-O &' 720 • 7 do 1 Summary of Revision: ttAS S� Stt��f • I Iz A-WM Q• Sc O?: Ntot 0p01II\1GS IN XlSfi NG RISING 1/00.1. NEIN Ioc4- DeoI2S �N tMStiNG 1,AF.Gt oV?`Iz 01211.1IN &, 7kPPITION . fA`.Y -IN G sfi t,1,S Sheet Number(s): Aa ' "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: �-- Entered in Permits Plus on RECEIVED 4mr OF TUKWILA FEB 17. 20121 PERMIT CENTER H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc • • 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: o1/ 1 o 2x12- Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: X11- 382- Project Name: Project Address: Contact Person: SA-HA L SNfc\ s. X20 ft- S-A b Summary of Revision: Phone Number: 20�- 12o • 7001 VLt S t A1 C-k-Itp Co 12- 1fi 4 1.1 L9-2- YOF TUKWRA LAN ,1.0 2012 PERMrrcEKITEP Sheet Number(s): �c2 ' 1 `' 21 AZ. ?� AP2'' j A Di, "Cloud" or highlight all areas of revision including date of r vi 'on Received at the City of Tukwila Permit Center by: [R— Entered in Permits Plus on j- -(0-62 li: \ Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.don Revised: May 2011 Contractors or Tradespeople Prier 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 NORTHWAY CONSTRUCTION INC UBI No. 602977633 Phone 2537358100 Status Active Address 1433 Valentine Ave Se License No. NORTHCI905CQ Suite /Apt. SUITE 102 License Type Construction Contractor City Pacific Effective Date 2/18/2010 State WA Expiration Date 2/18/2014 Zip 98047 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status POEC01•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 $12,000.00 01/24/2011 1 UNITED STATES FIRE INSURANCE COMPANY 615978077 02/01/2010 Until Cancelled 02/25/2011 $12,000.0002/18 /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 CWP291938422 01/18/2012 01/18/2013 $1,000,000.0001 /16/2012 3 Continental Western Ins Co cwp2919384 p 01/18/2011 02/18/2012 $1,000,000.0002 /09/2011 2 CAPITOL SPECIALTY INS CORP 3600500058 05/07/2010 05/07/2011 $2,000,000.0005 /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 https://fortress.wa.gov/lni/bbip/Print.aspx 01/30/2012 02/17/12 - 10:18am 11- 458_A0.1 (SITE PLAN).dwg FILE COPY Permit No. Plan review approval is subject to errors and amiss!- ,. Approval of construction documents does not authority the violation of any adopted code or ordinance. Recent of approved Fief "� �►� °'" : is acknowledged: City Of • tkwfla BUILDING i IVISION PLANNlN': APPROVED `a No changes .can be made to these plans without approval from the Planning Division of DCD Approved By: Date: REVISIONS No changes shall be made to the P ^.ope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan subm,'" and may in;,lude additional plan review f METAL STUD BOX BEAM 5/8" GWB, FIRETAPE CRIPPLE METAL STUD OPEN `o EXISTING BUILDING COLUMN EXISTING DEMISING WALL J, 10, -0" CLR DEMISING WALL OPENING SCALE: 1/4" = 11-0" SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION AO .2 11 1 1 EXISTING STORAGE DISTANCE: 106' -7" EXISTING MANUFACTURING / ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN 1 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. 4. SEE SHEET A2.1 FOR ROOM OCCUPANCY CALCULATIONS 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)= 78.8" REQUIRED REQUIRED STAIR EGRESS WIDTH: 0.3 PER OCCUPANT (1005.1)= 118.2" REQUIRED E MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) F MAXIMUM DEAD END CORRIDOR: 50' (1018.4) LEGEND: rrrrrrrrrrnrrrrrrrnrrmi 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. KEY NOTES: 2. 3. 4. 5. 6. EXISTING TENANT DEMISING WALL NO WORK IN THIS AREA EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRANCE /EXIT TO NEW STOREFRONT SYSTEM UNDER SEPARATE PERMIT EXISTING FIRE RISER TO REMAIN NEW EXIT SIGN PER IBC SECTION 1011 s 2505 Third Avenue Suite 324 Seattle, WA 98 1 2 1 206.720.7001 phone 206.720.294: lax www.craftarchitects.com REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 3 2012 Arf City of u wila LDING VISION : 4w# 4Y 7. EXISTING EXIT SIGN TO REMAIN 8. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS TO REMAIN 9. EXISTING PARKING STALLS TO REMAIN, TYP 10. NEW CONCRETE ENTRY SLAB 11. NEW ACCESSIBLE PARKING STALL W/ WHEELCHAIR SYMBOL AND (1) W/ VAN DESIGNATION, ACCESS AISLE, SIGNAGE (SEE DTL 11/A8.2 AND WHEEL STOP, TYP, TO MEET THE PROVISIONS OF ANSI A117.1 - 502/503, 406 12. STRIPE NEW PARKING STALLS THIS AREA JI IVY►IN, 14. NEW EXTRUDED CURB, FILL WITH GRAVEL TO MATCH EXISTING 15. NEW 10'X14' PASSAGE WAY THROUGH EXISTING DEMISING WALL, EXACT LOCATION TO BE COORDINATED ON SITE WITH OWNER, SEE DETAIL 2/A0.1 16. NEW DOCK DOOR IN EXISTING OPENING, RE -USE SEALS AND EDGE -OF -DOCK LEVELERS 17. FUTURE STORAGE RACKING, UNDER SEPARATE PERMIT. PERMIT TO INCLUDE UPDATED WAREHOUSE LIGHTING & EMERGENCY LIGHTING 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 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 11 382 RECEIVE FEB 17 2012 fTCENTTR 0 0 W D Cn CO Se W 0 Q Z co a_ L 0 J =Z Q 1- CO D 0 C) CONSULTANT 7052 REGISTERED ARCHITECT K` .'YN CRAFT STATE • ∎ WASH M TON REVISIONS. 2_ FOR PERMIT 12 /05/11 FOR BID 12/08/11 D OWNER REVISIONS 01/26/12 FOR CONSTRUCTION 01/26/12 SHEET TITLE: ARCHITECTURAL SITE /EGRESS PLAN DATE: DESIGN: 02/06/12 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A0.1 COPYRIGHT CRAFT ARCHITECTS 2011 City of Tukwila Date of Department of Community Development (DCD) application 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206) 431 -3670 http://www.tukwilawa.gov/ Tukwila Permit Center: Building permit forms Current Date of printing 12/5/11 APPLICANT INFORMATION PROJECT NAME PROJECT ADDRESS Contact Name Contact Address Contact Phone # City SEATTLE SAHALE SNACKS Parcel number 1023049069 3411 SOUTH 120TH PLACE, SUITE 100 2505 THIRD AVE, SUITE 324 206 - 720 -7001 State Applicant e-mail SARAH @CRAFTARCHITECTS.COM Zip Code 98121 CONTACTS NAME Phone Cell E -mail OWNER TENANT CONTRACTOR ARCHITECT ENGINEER OTHER Description of work: (Description should identify specific use(s) of the areas associated with the scope of work i.e. Doctors Office, Manufacturing products, food service, etc.) SABEY CORPORATION/ GLENN PARRY SAHALE SNACKS/ MIKE DEVLIN CRAFT ARCHITECTS/ SARAH DEVLIN (206) 277 -5212 (206) 947 -4463 (206) 720 -7001 GLENNP @SABEY.COM MDEVLIN @SAHALESNACKS.COM SARAH @CRAFTARCHITECTS.COM TENANT IMPROVEMENT CONSISTING OF: NEW & RENOVATED NON - STRUCTURAL OFFICE SPACE, STRIPING OF NEW PARKING STALLS A BUILDING CONSTRUCTION TYPE 07, SPRINKLERED C .: NON - SPRINKLERED 0 FIRE ALARM SYSTEM 1 E Building Sq. Ft. Number of Floors 2 NEW BUILDING ❑ N/A i BUILDING ADDITION Existing Building Sq. Ft. Additional Sq. Ft. 3 ❑ N/A TENANT IMPROVEMENT Change of Use Existing Building Sq. Ft. TI Sq. Ft. 2009 IBC 2009 UPC 2009 IMC 2003 2009 IEBC 2008 WCEC 2009 WSEC ICC /ANSI Allowable area calculations per Section 506 and 507 of IBC are required and can be found on sheet > Allowable area calculations per Section 506 and 507 of IBC are required and can be found on sheet > Number of Floors Number of Floors Allowable area calculations are required for changes in use where the new use has a lower basic allowable area per Table 503 -2009 IBC. These calculations can be found on sheet T1.1 N/A FROM Number of Floors Identify which floor TO 1 Building Uses Occupancy Classification Main Occupancy 2nd Occupancy 3rd Occupancy 1 Separated Use (IBC 508.4) ❑ Non - Separated Use (IBC 508.3) List all occupancies OCC. SQ. FT. OCC. SQ. FT. OCC. SQ. FT. OCC. SQ. FT. New Building Existing building with New Addition or TI B 6210 F -1 16550 S -1 18307 Please mark "Yes" next to each item provided or if Not Applicable mark "N /A" box. Items listed below are not meant to be a complete list of all necessary plan info. Yes N/A LOCATED ON SHEET # - O Site plan (see specific requirements Section (5)) T1.1 Plan index. Provide the occupant count for each use and total occupant count. T1.1 a • Plan index. EN ❑ Door hardware schedule. ❑ Window schedule. A6.1 IA* 6.1 EN Identify each adjacent tenant space (typically on tenant improvements). 17 Where special inspection or testing is required,the registered design professional in responsible charge shall prepare a statement of special inspections for submittal by the applicant. Special inspections shall be shown on the plans. ❑ Landscape plan including irrigation, new, saved and removed vegetation required for new development projects requiring a design review. Architectural plans and details with architect stamp and signature. Engineer stamp and signature on structural plans and structural calculations. All plan sheets numbered. (Four plan sets required) (Five sets required for new structural work) Food establishments - One set of plans approved by Seattle - King County Health Department. ES ❑ Parking plan with accessible parking, ramps etc. For new buildings, additions and change of use, provide parking calculations. Will there be rack storage? If so, separate permit is required. ❑ I Geotechnical report required for new buildings, additions, new foundation work or retaining walls or if there are sensitive areas on the property. ES Will there be storage or use of flammable, combustible or hazardous material in the building? If "Yes ", include quantities, material safety data sheets and location shown on the pages. Yes N/A LOCATED ON SHEET # Property lines with dimensions, North arrow and topographical Tines at 2 foot intervals. iX Door schedule. A6.1 4 1 EN ❑ Door hardware schedule. ❑ Window schedule. A6.1 IA* 6.1 EN Identify each adjacent tenant space (typically on tenant improvements). 17 Where special inspection or testing is required,the registered design professional in responsible charge shall prepare a statement of special inspections for submittal by the applicant. Special inspections shall be shown on the plans. ❑ Landscape plan including irrigation, new, saved and removed vegetation required for new development projects requiring a design review. Architectural plans and details with architect stamp and signature. Engineer stamp and signature on structural plans and structural calculations. All plan sheets numbered. (Four plan sets required) (Five sets required for new structural work) Food establishments - One set of plans approved by Seattle - King County Health Department. ES ❑ Parking plan with accessible parking, ramps etc. For new buildings, additions and change of use, provide parking calculations. Will there be rack storage? If so, separate permit is required. ❑ I Geotechnical report required for new buildings, additions, new foundation work or retaining walls or if there are sensitive areas on the property. ES Will there be storage or use of flammable, combustible or hazardous material in the building? If "Yes ", include quantities, material safety data sheets and location shown on the pages. Yes N/A LOCATED ON SHEET # Property lines with dimensions, North arrow and topographical Tines at 2 foot intervals. iX Legal description. T1.1 1 Setbacks for new structures and additions. ❑ Existing and /or proposed easements. Identify adjacent roads. New structures and /or existing structures and new additions. Dimensions of building footprint and eave overhangs. Ea Q Show existing and proposed finished grades. Proposed finish floor elevation. For site grading show in 2 foot contours. Finish grades shall be shown on elevation plans. Topographical survey map for property subject to environmental sensitive area ordinance. (Chapter 18.45 TMC) Show fire hydrant location(s), fire department access. Include provisions for fire apparatus turn around where required. Show distance with dimensions to nearest hydrant. A0.1 A means of egress plan is required for any room or area required to have two or more exits, including new buildings, additions or alterations to existing buildings. Yes N/A Egress plan is on sheet- A0.1 J ❑ Each room has been labeled for its use and occupant load. Fire rated exit enclosures, passageways, corridors, horizontal exits have been identified on this plan. The means of egress path (That portion of the egress system required to lead in two distinct directions to at least two different exits) complies with the following: * shaded or otherwise delineate means of egress path on plan, * emergency lighting of the means of egress path including exterior landings of required exit discharge doorways per IBC section 1006.4 are indicated on the plan, * all points in a room, space or building are within the maximum allowed travel distance to the means of egress path per section 1014.3 IBC (Common path of travel). Location of exit signs are shown on egress plan. Egress travel distances have been included. ❑ Doors, including direction of swing have been included. Location, fire ratings listed in door schedule. OTHER PLANNING DEPARTMENT REQUIREMENTS Yes N/A Please mark "Yes" next to each item provided or if Not Applicable mark "N /A" box. Items listed below are not meant to be a complete list of all necessary plan info. E 1. 2009 Washington State Nonresidential Energy Code Envelope Summary for Zone 1. (2009 NREC Compliance Forms) NOTE: This form is required for new buildings, additions, whenever the exterior insulation envelope is altered and whenever the energy consumption is increased. Change from unheated to semi - heated or heated space, semi - heated to heated space and adding air - conditioning are examples. 2. 2009 Washington State NREC Interior Lighting Summary. (2009 NREC Compliance Forms) (If N/A check applicable item A or B below) • A. No changes are being made to the lighting. B. Less than 60% of the fixtures are new, the total wattage will not be increased, and use of the space will not change. 3. 2009 Washington State NREC Exterior Lighting Summary. (2009 NREC Compliance Forms) NOTE: Not required for alterations where: (check applicable) (If N/A check applicable item A or B below). • A. No changes are being made to the lighting. B. Less than 60% of the fixtures are new, the total wattage will not be increased, and use of the space will not change. ❑ 4. Affidavit in lieu of contractor registration (Link to Affidavit) NOTE: Required when work is to be done by the owner or his agent without the use of a licensed contractor. 5. Certificate of Water Availability. (Available at Tukwila DCD permit center.) Note: Required for Water District 125, City of Renton, Highline and Water District 20. 0 6. Certificate of Sewer Availability for Valley View, Renton and Seattle Sewer District. (Available at Tukwila DCD permit center.) - Submit with permit application. ❑ 7. Non - Residential Sewer Use Certificate. (Available at Tukwila DCD permit center.) Note: Required when new plumbing fixtures are added. - Submit with permit application. 8. Traffic Concurrency (unless previously provided) if new building or change of use. This section is for information only. The following are separate permit applications that will not be included in this building permit. • Electrical permit. * Plumbing permit, including gas piping. * Mechanical permit (HVAC systems, Appliance and equipment venting. * Mechanical permit for walk -in coolers, except for self contained plug -in units. (These mechanical permits are separate from other mechanical permits) * Rack storage permit (separate from other building permits). * Fire alarm, fire sprinkler, hot works permits (issued from Tukwila Fire Department). * Sign permits. * Public works permits? Notice: An asbestos survey may be required for some TI or demolition permits. Contact Puget Sound Clean Air Agency. GENERAL NOTES / COMMENTS: • • • • • PLANNING APPROVED No changes-can be made to these plans without approval from the Planning Division of DCD Approved By Date: REVISIONS No changes shall be made to the scope of work without prior approval of Tta!twila Building Division. i t ;visions will require a new plan submittal artd may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: LMechenicell -ioctrical umbing atioiras Piping of Tukwila I ~t1.i., ING DIVISION 'lrnt Fcrlr Form instructions: 1. Be sure to complete all portions of this form applicable to this project. 2. Section 2 has series of drop down arrows for your convenience the applicable information. with Provide the box arrows. requested information in adjacent to the drop down 3. Sections 4 through either YES OR N /A. Do not leave any sections blank; 8 check boxes 4. Links are provided to other permit and energy code forms (if required). These forms shall be completed acid submitted with the permit application. (See 5 & 6 below) 5. Links are provided to energy compliance forms and are found in section (8). Check all appropriate boxes. If items 2 or 3 are N /A, check A or B as applicable. The associated compliance form is not required. 6. A link to Tukwila building permit center is found in the upper left corner of this sheet, or click link', below, for all building permits. (Building permit forms) 7. This form can be printed out or saved to a pdf.' file format for printing or print directly to a large format printer. Sheet(s) must be submitted on a 24 inch x 36 inch size sheet(s). PDF files may also be sent to a printing company via e -mail for printing on large format sheet(s). REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2012 �j�-- tPit Clty of Tukwila BUILDING DIVISION FOR OFFICIAL U tsction doe,. t sdcvied cads or o foes not a "nance. R .+A , owloC UI I N SIO 1 Yes N/A Please mark "Yes" next to each item provided or if Not Applicable mark "N /A" box. Items listed below are not meant to be a complete list of all necessary plan info. (Check all that apply) Note: This section is not required for Tenant Improvement the does not alter exterior walls. PROPOSED SET BACK IN FEET OHR, 1 HR, 2HR, 3HR Based on IBC Table 601 NORTH EAST SOUTH WEST FIRE RATING Are you removing any trees? If so a Tree permit may be required. Will the project include grade and fill material more than 500 cu. yd. or a new building 12,000 sq. ft. and 40 parking stalls? A SEPA application maybe required if the project is not exempt per WAC 197 -11 -800. ❑ Walls < 5' from property line Walls < 10' but > 5' from property line ❑ Walls < 30' but > 10' from property line Walls > 30' from property line Is the proposed work within 200 feet of the Green /Duwamish River. Shoreline substantial development permit is required unless exempt per WAC 173 -27 -040. Are the cost of exterior improvements more than 10% of the assessed value of the building? If so, Design Review may be required. ECE1VED DEC 05 2091 PERMIT CENTER Is there a wetland stream buffer on site? If so, Special Permission, Director approval is required if working within wetland /stream buffer. Offi▪ cial use On Tukwila form DCD PA -020 11/20/2011 COVER SHEET 1 of 1 ABBREVIATIONS v J AB AC A/C ACP ACT ADH ADJ ADJT AF AFF AL ALT 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 AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BERN BETWEEN BLDG BUILDING BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CABINET CB CATCH BASIN CBU CEMENTITIOUS BACKER UNIT CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CFT CONDUCTIVE FLOOR TILE CG CORNER GUARD CH BD CHALK BOARD CI CAST IRON CJT CONTROL JOINT CLF CHAIN LINK FENCE CLG CEILING CJ CONSTRUCTION JOINT CLK CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION 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 12/05/11 - 10:16am 11 -458_T1.1 (COVER SHEET - SMALL).dwg 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 FLOOR FLG FLASHING FLUOR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISH BY OWNER INSTALL BY CONTRACTOR F010 FURNISH BY OWNER INSTALL BY OWNER FOS FACE OF STUD FS FULL SIZE FT FEET FTG FOOTING FTIC FURNISHED BY TENANT INSTALLED BY CONTRACTOR FTIO FURNISHED BY TENANT INSTALLED BY OWNER FURR FURRING FUT FUTURE FUTURE- FUTURE ROUGH IN ONLY RIO FX FIXED GA GALV GB GL GLBM GEN CONTR GND GR GWB GAGE GALVANIZED GRAB BAR GLASS OR GLAZING GLU -LAM BEAN GENERAL CONTRACTOR GROUND GRADE GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE OR HANDICAP HDR HEADER HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HTG HEATING HVAC HEAT NG /VENTILIATION/ AIR CONDITIONING HWH HOT WATER HEATER D HM N NCL NSUL NT JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT 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 MACH MACHINE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MET OR MTL METAL 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 PRT 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 PAVEM ENT 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 TIP UL UNF UON UR 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 VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VWC VINYL WALL COVERING W WEST W/ WITH W/O 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 SYMBOLS WT w 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 (1492 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 V (ND0/W WINDOW BUG INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS TITLE1 ROOM IDENTIFICATION TITLE2�� TITLES ROOM NAME ROOM # 9' -0" 68.5 78 71 PNORTHT 7' -0" FINISH BUG _E 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: TENANT: GENERAL CONTRACTOR: VICINITY MAP NTS SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA, 98168 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: SAHALE SNACKS CONTACT: 3411 SOUTH 120TH PLACE, SUITE 100 PHONE: SEATTLE, WA 98168 EMAIL: TBD 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, SECTION 506, AND 507 ACTUAL FLOOR AREAS: OFFICE (EXISTING) (8) OFFICE (NEW) (B) 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 3,014 SQ FT 3,196 SQ FT 16,550 SQ FT 18,307 SQ FT 41,067 SQ FT 6,210 SQ FT / 100 16,550 SQ FT / 100 18,307 SQ FT / 500 = 62 = 165 = 37 41,067 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. = 264 LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED LIGHTING REQUIREMENTS SARAH DEVLIN (206) 720 -7001 SARAH @ C RAFTARC H ITECTS. C O M GLENN PARRY (206) 277 -5212 GLENNP@SABEY.COM APPROVED BY: Initials Date MIKE DEVLIN (206) 947 -4463 M D EVLI N@ SAHALES NAC KS. C O M TBD SITE PLAN NTS PROJECT INFO 3411 SOUTH 120TH PLACE, SUITE 100 SEATTLE, WA 98168 PROJECT DESCRIPTION TENANT IMPROVEMENT CONSISTING OF: NEW AND RENOVATED NON- STRUCTURAL OFFICE SPACE, STRIPING OF NEW PARKING STALLS, THE ADDITION OF (2) ACCESSIBLE STALLS AND NEW ENTRANCE SITE WORK. NEW EXTERIOR OPENINGS, WINDOWS AND DOORS UNDER SEPARATE PERMIT. INDEX OF DRAWINGS (WAREHOUSE) SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, FIRE ALARM /SPRINKLER T1.1 GENERAL INFORMATION AND SITE PLAN T1.2 ACCESSIBILITY GUIDELINES AO.1 ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN A0.2 ENLARGED SITE PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A2.3 POWER /COMM PLAN A5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES A8.1 WALL TYPES & CEILING DETAILS PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE A 3//c09. 6,210 SQ FT OFFICE © 1/250 1 /!7 16,550 SQ FT MANUFACTURING ® 1/1000 18,307 SQ FT WAREHOUSE ® /2000 TOTAL STALLS REQUIRED ACCESSIBLE STALLS PROVIDED TOTAL STALLS PROVIDED 2505 Third Avenue Suite 324 Seattle. WA 98121 206..720.7001 Rhone 206.720.2949 Fax www.craftarchitects.com SEATTLE, WA 98168 CONSULTANT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2012 City of Tukwila BUILDING DIVISION DOES NOT INVOLVE MENDMENTS. 6' STALLS 17 STALLS 9 STALLS STALLS S'- 2 STALLS 70 STALLS PLUMBING FIXTURE REQ'S 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) 18,307 S.F. /5000 = 4 (1 OF EA. SEX) 1 PER 1 -10 PEOPLE 1 FOR >26 1 PER 40 PEOPLE MANUFACTURING (F -1) 16,550 S.F. /2000 = 8 (1 OF EA. SEX) 1 PER 1 -10 PEOPLE 1 FOR >26 1 PER 40 PEOPLE OFFICE (B) 6,210 S.F. /200 = 31 (2 OF EA. SEX) 1 PER 1 -15 PEOPLE 1 PER 2 WATER CLOSET 1 FOR >30 TOTAL REQUIRED (4) FEMALE (4) MALE (0) MALE (3) FEMALE (3) MALE (1) FOUNTAIN TOTAL PROVIDED (5) FEMALE (4) MALE (2) MALE (6) FEMALE (4) MALE (1) FOUNTAI b1133 7052 REGISTERED ARCHITECT iminaammmie KAT�`YN M CRAFT STATE 0 WASti1N TON REVISIONS: SHEET TITLE: GENERAL INFORMATION DATE: DESIGN: 11/22/11 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ECE9VED ORIGINAL DRAWING IS 24" x 36 ". DEC 05 2011 SCALE ENTITIES ACCORDINGLY IF REDUCED PERMIT CENTER SHEET NO: T1.1 COPYRIGHT CRAFT ARCHITECTS 2011 302 /303 FLOOR SURFACES & CHANGES IN LEVEL ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1) A. B. Changes in level up to 1/4' may be vertical and without edge treatment 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 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 27 " -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. Controls located in an alcove >24" deep B. Unobstructed side approach - 48" max. Controls located in an alcove >15" deep to 15" min. A.F.F. must have 36" clear floor width. to 15" min. A.F.F. must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted than 15' above the floor. no less 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 Wamings and contrasting color. 1:10 Max. slope Standard Curb Rama Adjoining Slope Shall Not Exceed 1:20 36" Min. 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 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 12/02/11 - 3:13pm 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 Wamings and contrasting color. Note : If Slope is 1:20 or Jess 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 48" 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. 404 DOORS 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 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 & 0" 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: 1/7'. 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 FOUNTAINS 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. r L 5'' MAX 15 "MIN 11 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. ID L ° - Detail 4.16 12" HOLD 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 return to a lifted position. 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 17' min. from back wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 1 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 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 36" MIN. 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) 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. TAS 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 4,181 L 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 -1/7' deep. 0 8" Min Max. Detail 4.19.1 dear 1 floor I 19" 48" Min. 7" M. 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 nd shall comply with detail 4.27 - (Controls & Operating Mechanisms). :RABLE 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 12/02/11 - 3:13pm 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 Wamings and contrasting color. Note : If Slope is 1:20 or Jess 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 48" 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. 404 DOORS 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 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 & 0" 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: 1/7'. 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 FOUNTAINS 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. r L 5'' MAX 15 "MIN 11 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. ID L ° - Detail 4.16 12" HOLD 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 return to a lifted position. 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 17' min. from back wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 1 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 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 36" MIN. 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) 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. TAS 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 4,181 L 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 -1/7' deep. 0 8" Min Max. Detail 4.19.1 dear 1 floor I 19" 48" Min. 7" M. 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 nd shall comply with detail 4.27 - (Controls & Operating Mechanisms). :RABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table 606.7 (below). Maximum 0.5" 2" 5" 6" 9" 11" Reach Depth Maximum •4* #* #4* 40" 36" 34 Reach Height 40" 40' 40' 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 137' 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 space, 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. 703 SIGNAGE WHERE APPLICABLE A. Signs which designate permanent roams 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 "I" shall be used to determine the allowable height of all characters of a font and shall be a minimum of r 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 i" 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 "I" 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 i" per foot of viewing distance above 15 feet. 2. The minimum height is measured using an upper case letter 3. Lower case letters are permitted. ANSI 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 r 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 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. C. Tactile characters shall be 48" minimum above the floc hall 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 Light switch Thermostats, Etc. V .. . • .. .. 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 KITCHENS 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 JAN 2 5 2012 C a r c h i t e c t s 2505 Third Avenue Suite 324 Seattle, WA. 98121 206. 720.708 1 phone 206,720,2949 fax www.craftarchitects.com SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT REVISIONS: 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 RECEIVED provided. 1.., ANSI 902.3- HEIGHT OF TABLES OR COUNTER C. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. b11%--82 DEC 05 2011 PERMIT CENTER SHEET TITLE: ACCESSIBILITY GUIDELINES DATE: DESIGN: 11/22/11 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: T1.2 COPYRIGHT CRAFT ARCHITECTS 2011 12/02/11 - 3:18pm 11- 458_A0.1 (SITE PLAN).dwg z "7 V 2009 IBC MEANS OF EGRESS ILLUMINATION lighting 1006.4 Performance of system. Emergency li 9 facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time 40 to 1 shal illumination uniformity ration not be exceeded Note to cit ins actors: T he yellow hi- lig htedlclous s dath is the portion of the egress Y e that is tested to confirm required to be compliance with section 1006.41BC 20' -O" 1 AREA O R AREA OF WORK t5 fp ARCHITECTURAL SITE /EGRESS /WAREHOUSE PLAN ,, = 20' -O„ 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. 4. SEE SHEET A2.1 FOR ROOM OCCUPANCY CALCULATIONS 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)= 78.8" REQUIRED REQUIRED STAIR EGRESS WIDTH: 0.3 PER OCCUPANT (1005.1)= 118.2" 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. 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 STOREFRONT SYSTEM UNDER SEPARATE PERMIT 5. EXISTING FIRE RISER TO REMAIN 6. NEW EXIT SIGN PER IBC SECTION 1011 7. EXISTING EXIT SIGN TO REMAIN 8. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS TO REMAIN 9. EXISTING PARKING STALLS TO REMAIN, TYP 10. NEW CONCRETE ENTRY SLAB 11. NEW ACCESSIBLE PARKING STALL W/ WHEELCHAIR SYMBOL AND (1) W/ VAN DESIGNATION, ACCESS AISLE, SIGNAGE (SEE DTL 11/A8.1 AND WHEEL STOP, TYP, TO MEET THE PROVISIONS OF ANSI A117.1 - 5021503, 406 12. STRIPE NEW PARKING STALLS THIS AREA 13. REMOVE EXISTING GRAVEL AND EXTRUDED CURB AS SHOWN, PATCH PAVING AS REQUIRED REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 012 City of Tukwila BUILDING DIVISION 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 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 (� RECEIVED tI3 )") Jj DEC 05 2011 PERMIT CENTER AHAL SNAG :�5$ 2505 Third Avenue Suite 324 Seattle, WA. 98121 206. 720.700 1 phone 206.720.2949 fax www.craftarchitects.corn SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT KATH'YN M CRAFT STATE OF WASHINGTQN REVISIONS: 1) SHEET TITLE: ARCHITECTURAL SITE /EGRESS PLAN DATE: 11/22/11 DESIGN: DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A0.1 COPYRIGHT CRAFT ARCHITECTS 2011 12/02/11 - 4:57pm 11- 458_A0.2 (SITE PLAN).dwg EEC ELEC. symr ENLARGED SITE PLAN 1/4 " =1' -0" KEY NOTES: 1. EXISTING PEA GRAVEL SKIRT AT BUILDING 2. EXISTING TREE TO REMAIN 3. EXISTING VERTICAL CONDUITS TO REMAIN 4. EXISTING CONCRETE STAIRS TO REMAIN 5. NEW CONCRETE FOOTING AND NEW CANOPY UNDER SEPARATE PERMIT 6. NEW CONCRETE SLAB UNDER SEPARATE PERMIT 7. NEW ROCK /GRAVEL DRY STREAMBED TO SITE DRAINAGE FOR FUTURE RAIN DOWNSPOUT 8. EXISTING DRIVE 9. EXISTING PARKING REVIEWED FOR 10. NEW BOULDER CODE COMPLIANCE APPROVED IJAN252012 11. NEW TALL BOULDER 1138 C architects 2505 Third Avenue Suite 324 Seattle, WA. 98 1 2 1 206.720.7001 phone 206, 720 , 2949 fax www.craftarchitects.corr SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT REVISIONS: CHAIN City of Tukwila BUILDING DIVISION RECEIVED DEC 05 2011 PERMIT CENTER SHEET TITLE: ENLARGED SITE PLAN DATE: DESIGN: 11/22/11 DRAWN: PROJECT NO: APPROVED: SAD 1.17458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A02 COPYRIGHT CRAFT ARCHITECTS 2011 12/05/11 - 11:34am 11 -458_A1.1 (DEMO PLAN).dwg Lic31 ■ U L'_I ( �I 7-711 ILA III ( al 7 DEMOLITION PLAN- OFFICE SCALE: 1/8" = 1' -0" 1 2 GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 1.1. EXTERIOR WINDOWS TO REMAIN /TO BE REPLACED 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN /TO BE REPLACED 1.3. DOOR HARDWARE TO REMAIN /TO BE REPLACED 1.4. LIGHT FIXTURES TO REMAIN /TO BE REPLACED 1.5. SUSPENDED CEILING GRID AND PANELS TO REMAIN /TO BE REPLACED 1.6. GWB CEILING TO REMAIN /TO BE REPLACED 1.7. FLOOR FINISHES AND WALL BASE TO REMAIN /TO BE REPLACED 1.8. TOILET ACCESSORIES TO REMAIN /TO BE REPLACED 1.9. WAINSCOT TO REMAIN /TO BE REPLACED 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, CABINETRY, 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. SUSPENDED CEILING SYSTEM TO BE REMOVED. DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE SPACE. 6. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING, BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 7. WALL MOUNTED ARTWORK TO BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ONSITE FOR REINSTALLATION AT PROJECT COMPLETION. 8. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 9. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 10. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 11. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 12. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 13. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 14. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 15. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 16. 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. 17. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH PCS AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 18. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 19. RELOCATE THERMOSTATS AS SHOWN. 20. PROVIDE TEMPORARY BARRIER AS REQUIRED BETWEEN OFFICE AND MANUFACTURING LEGEND: EXIST. WALLS / PARTITION TO REMAIN PARTITION WALL TO BE DEMOLISHED NEW PARTITION WALL KEY NOTES: 4 1. EXISTING SERVER CABINET TO BE RELOCATED; SEE ALSO SHEET A2.1 2. REMOVE & REPLACE EXISTING WAINSCOT, TYPICAL BOTH RESTROOMS 3. REMOVE AND DISPOSE OF EXISTING SINKS AND FAUCETS, TYPICAL BOTH RESTROOMS 4. REMOVE AND DISPOSE OF EXISTING CASEWORK 5. REMOVE AND DISPOSE OF EXISTING TOILET PARTITIONS, TYPICAL BOTH RESTROOMS 6. REFRIGERATOR AND VENDING MACHINES TO BE RELOCATED - TEMPORARILY STORE ON SITE 7. EXIT SIGN TO BE REMOVED REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2012 City of Tukwila BUILDING DIVISION RECEIVED DEC 05 2011 PERMIT CENTER 11 -38 2 2505 Third Avenue Suite. 324 Seattle, WA 98121 2O s'....7 200 7001.. phone 206.720.2949 fax www.craftarchitectx.c+ar CONSULTANT 7052 REGISTERED ARCHITECT KATH STATE OF M C" FT ASHINGT.N REVISIONS: SHEET TITLE: DEMOLITION PLAN DATE: DESIGN: DRAWN: PROJECT NO: APPROVED: 11/22/11 SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A1.1 COPYRIGHT CRAFT ARCHITECTS 2011 01/09/12 - 5:17pm 11-458_A2.1 (FLOOR PLAN).dwg EXISTING STORAGE EXISTING STORAGE MENS 114 WOMENS 113 ��prj 12 11 HALL 101 iHrIL n OPEN OFFICE 102 11' -0" CONFERENCE 100 EXISTING MANUFACTURING w LLJ uJ w U 21' -5" 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 OFFICE WALLS. 3. ALL FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1 4. ALL NEW OFFICE PARTITIONS WALLS TO BE WALL TYPE n, U.O.N. SEE SHEET A8.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 6. 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. 7. 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. 8. 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. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. 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. 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. LEGEND: EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL KEY NOTES: OPEN OFFICE 102 C2/ FLOOR PLAN- OFFICE SCALE: 1/8" = 1' -0" EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. SURFACE MOUNTED TELEVISION AND MOUNTING HARDWARE, (F010). GC PROVIDE BACKING IN WALL: 8' -0" W X 4' -0" H. 3. SURFACE MOUNTED BULLETIN BOARD AND /OR SIGNAGE (F010). 4. WALL MOUNTED PROJECTION SCREEN (FOIL). GC PROVIDE BACKING IN WALL: 8' -0" W X 4' -0" H 5. NEW PLASTIC LAMINATE COUNTERTOP, BASE AND UPPER CABINETS WITH SINGLE COMPARTMENT 33 ", TOP MOUNT SINK AND GARBAGE DISPOSAL 6. MELAMINE ADJUSTABLE SHELVES ON HEAVY DUTY SHELF STANDARDS AND BRACKETS, QTY: (5). 12" DEEP, BOTTOM SHELF AT 2' -0" AFF. 7. PROVIDE WATER SUPPLY LINE FOR NEW (F010) PLUMBED HOT /COLD WATER DISPENSER 8. PROVIDE WATER SUPPLY LINE TO (FOI0) REFRIGERATORS 9. PROVIDE WATER SUPPLY LINE TO (F0I0) COFFEE MAKER 10. NEW 8'X8'X3/4" TYPE 'X' PLYWOOD FOR FUTURE TELEPHONE BOARD, PAINTED 11. NEW VERTICAL GRAB BARS TO EXISTING ACCESSIBLE TOILET ROOM 12. RESTROOM TO RECEIVE NEW WALL HUNG SINKS & FAUCETS W/ HANDS FREE SENSORS, METAL TOILET PARTITIONS, 4' H. P.LAM WAINSCOT ON ALL WALLS & PAINT ALTERNATE 1: POWDERCOAT PAINT EXISTING PARTITIONS ALTERNATE 2: REFURBISH EXISTING SINKS, REPLACE FAUCETS W/ HANDS FREE SENSORS 13. EXPOSED FIRE RISER, PAINT HIGH GLOSS RED 14. INFILL & PATCH EXISTING OPENING TO MATCH ADJACENT. FILL WITH BATT INSULATION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2012 • City of Tukwila BUILDING DIVISION CORRECjION LTR #. J btl- 38z RECEIVED JAN 10 2012 PERMIT CENTER 2505 Third Avenue Suite 324 Settle, WA 98 1 2 1 206..720.700 1 phone 2E 6..720..294.9 fax www.c ra tarchit.cts.com SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT STATE YN M. CRAFT F WASHIN TON REVISIONS: FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: FLOOR PLAN DATE: DESIGN: DRAWN: PROJECT NO: APPROVED: 01/04/12 SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.1 COPYRIGHT CRAFT ARCHITECTS 2011 01/09/12 - 5:23pm 11 -458_A2.2 (REFLECTED CEILING PLAN).dwg GENERAL NOTES: EQ mimponemengennemorm000rimi . II guips i I ' 11111 ■' 111 111 ` - 1...1 l il 1 1 „....... 111 111 11111111 II 1 o II g/•P 0 o IIIIIIIIi -. [ 1. SUSPENDED CEILING, LIGHT FIXTURES AND HVAC SUPPLY /RETURN TO BE REPLACED, TYPICAL THROUGHOUT. GWB CEILINGS AND SPRINKLER HEADS TO REMAIN, MODIFY AS SHOWN OR REQUIRED TO SUIT NEW OFFICE LAYOUT A 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) 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: 2 0> 0 NEW RECESSED COMPACT FLUORESCENT DOWNLIGHT FIXTURE -E - NEW SURFACE MOUNTED PENDANT LIGHT 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 2x4 DIRECT /INDIRECT, RECESSED FLUORESCENT LIGHT FIXTURE, METAL DIFFUSER WITH ROUND HOLES, (2) T -8 LAMPS PER FIXTURE 2x4 DIRECT /INDIRECT, RECESSED FLUORESCENT LIGHT FIXTURE, METAL DIFFUSER WITH ROUND HOLES, EMERGENCY BALLAST, MINIMUM 600 LUMENS, (2) T -8 LAMPS PER FIXTURE NEW 2X4 LAY -IN FLUORESCENT LIGHT, IC RATED, (2) T -5 LAMPS PER FIXTURE W/ ACRYLIC LENS NEW DIRECTIONAL RECESSED COMPACT FLUORESCENT DOWNLIGHT FIXTURE (REFLECTED CEILING PLAN - OFFICE 1) SCALE: 1/8” = 1' -O" R E • I�- NEW PENDANT W/ ADJUSTABLE AIRCRAFT CABLE, INDIRECT /DIRECT, 8' -0" LENGTHS EXHAUST FAN SUSPENDED ACOUSTIC CEILING TILE AND GRID: ARMSTRONG, ULTIMA, 24" X 48" FISSURED TILE, WHITE WITH CLASS "A" 15/16" EXPOSED "T" GRID SYSTEM, WHITE GWB GYPSUM BOARD CEILING SEE A2.5 FOR FINISH SPECIFICATIONS OPEN TO STRUCTURE RELOCATED LIGHT FIXTURE EXISTING LIGHT FIXTURE EXISTING SPRINKLER REVIEWED FOR CODE COMPLIANCE APPROVED 'JAN 2 5 2012 • City o&Tukwila BUILDING DIVISION LIGHT SWITCH (T= SWITCH ON TIMER, D= SWITCH ON DIMMER) KEY NOTES: PENDANT CENTERED IN FRONT OF WALL, 7' -0" TO BOTTOM OF FIXTURE 2. PENDANT CENTERED IN ROOM, 8' -0" TO BOTTOM OF PENDANT FIXTURE 1X4 SURFACE MOUNTED FLUORESCENT W/ WRAP ACRYLIC LENS MOUNTED ABOVE DOOR, CENTER ABOVE DOOR EXISTI G EILI G RID THIS SPACE ON Y 5. EXISTING EXTERIOR LIGHT FIXTURE, TO REMAIN. GC TO CONFIRM /PROVIDE ILLUMINATION POWER PER IBC 1006.3 b Il3S2 RECEIVED JAN 10 2012 PERMIT CENTER 2505 Third Avenue Suite 324 Seattle, WA 98121 206.7.20.7001 phone 720 _2949 fax www.craftarchitects.com 0 0 W CO vD CD U U Qa rZ^^ VJ W 0 J (y ��Q vJ 0 0) co SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT K YN M. CRA iFr STATE • WASHINGTON b REVISIONS: FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE:REFLECTED CEILING PLAN DATE: DESIGN: DRAWN: PROJECT NO: APPROVED: 01/04/12 SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.2 COPYRIGHT CRAFT ARCHITECTS 2011 01/09/12 - 5:24pm 11-458 A2.3 (POWER +COMM PLAN).dwg OPEN OFFICE 102 GENERAL NOTES: 1. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY ELECTRICAL DESIGN /BUILD TO MEET WSEC 1513. 2. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS /BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE /DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR, TYP. 3. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR UNLESS OTHERWISE NOTED. 4. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 5. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 6. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.: GANG COVER PLATES SHALL BE ONE -PIECE TYPE U.N.O. 7. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 8. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS N.I.C. LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE VENDOR. LEGEND: C1 • +42 +42 +42 +42 +42 DED DED WORKROOM 103 A A ENTRY 104 A . N N 1 1 1 1 1 1 1 STORAGE 115 ELECELEC.ELEC n 11 1:I 4) ERENCE 3 OCC 110 STORAGE 111 EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL WALL MOUNTED DUPLEX OUTLET (DED = DEDICATED) WALL MOUNTED FOURPLEX RECEPTACLE OUTLET WALL MOUNTED VOICE /DATA PORT - (2) VOICE /(2) DATA IN SINGLE GANG BOX, UNO NEW LIGHT SWITCH (T= SWITCH ON TIMER, D= SWITCH ON DIMMER) NEW CARDREADER, GC TO PROVIDE POWER PATH AND PULL STRING FLOOR MOUNTED OUTLET: FLUSH DUPLEX RECEPTACLE OUTLET AND DATA OUTLET - (1) VOICE /(1) DATA IN SINGLE GANG BOX, UNO FLOOR OR WALL MOUNTED FLEXIBLE CONDUIT WHIP /BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM - POWER, DATA & VOICE THERMOSTAT RESPONSIBILITY NOTES: 1. THE FOLLOWING SCOPE OF WORK TO BE PROVIDED BY THE FOLLOWING ENTITIES: - ALL ELECTRICAL (HIGH VOLTAGE) BY: GC - PATH (1/2" CONDUIT TO ACCESSIBLE CEILING SPACE, CEILING ACCESS, ETC.), BOX AND PULL STRING FOR ALL CABLE (HIGH, LOW, SECURITY, VIDEO, COAX) BY: GC - CORE DRILLS FOR ALL WORK WITHIN CONTRACT BY: GC - TRENCHING FOR ALL WORK WITHIN CONTRACT BY: GC - SECURITY CABLING BY: OWNER/TENANT - DATA CABLING (LOW VOLTAGE) BY: OWNER /TENANT VENDOR - PHONE CABLING (LOW VOLTAGE) BY: OWNER /TENANT VENDOR - VIDEO CABLING (LOW VOLTAGE) BY: OWNER /TENANT VENDOR 2. GC RESPONSIBLE FOR COORDINATING SCHEDULE AND SCOPE WITH ALL OWNER /TENANT VENDORS. TO COORDINATE SCHEDULE: GC & OWNER /TENANT VENDORS TO PARTICIPATE IN A PRECONSTRUCTION MEETING OR CONFERENCE CALL. THE PROJECT SCOPE MAY ALSO NECESSITATE WEEKLY CONFERENCE CALLS DURING CONSTRUCTION - TO BE VERIFIED BY CRAFT. IF NECESSARY GC WILL ASSIST IN THE PREPARATION OF A COMPREHENSIVE SCHEDULE DESCRIBING THE WORK OF ALL VENDORS. 3. WORK SEQUENCE: THE WORK SHALL BE PERFORMED IN THE WAY WHICH SHALL PROVIDE THE LEAST POSSIBLE INTERFERENCE WITH THE ACTIVITIES OF THE OWNER'S AND LESSOR'S PERSONNEL AND PERMIT AN ORDERLY TRANSFER OF PERSONNEL AND EQUIPMENT TO THE NEW FACILITIES. 4. FULL LESSOR OCCUPANCY: THE LESSOR WILL OCCUPY THE SITE AND EXISTING BUILDING DURING CONSTRUCTION. COOPERATE WITH THE LESSOR TO MINIMIZE CONFLICTS AND FACILITATE LESSOR USAGE. PERFORM THE WORK SO AS NOT TO INTERFERE WITH THE LESSOR'S OPERATIONS. 5. MATERIALS AND EQUIPMENT IN OCCUPIED SPACE: STORAGE AT JOB SITE PRIOR TO INCORPORATION SHALL BE A MAXIMUM OF 48 HOURS. 6. GC SHALL COORDINATE SCHEDULE AND DAILY ACTION ITEMS WITH OWNER AND ARCHITECT TO ENSURE SECURITY IS NOT COMPROMISED. 7. OWNER /TENANT VENDORS ARE RESPONSIBLE FOR VERIFICATION OF SCOPE. ARCHITECT'S INTENT IS FOR VENDORS TO PERFORM 'BEST PRACTICE' WORK (COMPLIANCE WITH OWNER /TENANT STANDARDS, LOCAL BUILDING CODES, ETC.) - VENDORS TO PRICE WORK ACCORDINGLY. 8. OWNER /TENANT VENDORS TO NOTIFY ARCHITECT OF ADDITIONAL OR MODIFIED SCOPE REQUIRED. KEY NOTES REVIEWED FOR CODE COMPLIANCE APPROVED I JAN 2 5 2012 • City of Tukwila BUILDING DIVISION 5`11 -382- POWER +COMM - OFFICE 1 SCALE: 1/8" = 1' -0" RECEIVED JAN 10 2012 PERMIT CENTER 2505 Third Avenue Sue 324 Seattle, WA 98121 206:720.7001 phone 206.720,2949 fax www.criftirchitectscort 0 0 W r^ rI- D `(O V, Y UU Z CD J 0 W O --� N Q < CD D rO VJ SEATTLE, WA 98168 CONSULTANT �► 7052 REGISTERED ARCHITECT f KA LVN M . CRAFT STATE 0 `WASHINGTON REVISIONS: 07 PP FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: POWER +COMM PLAN DATE: DESIGN: DRAWN: PROJECT NO: APPROVED: 01/04/12 SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A2.3 COPYRIGHT CRAFT ARCHITECTS 2011 01/09/12 - 5:37pm 11 -458A5.1 (ENLARGED PLANS, ELEVATIONS CASEWORK DETAILS).dwg A S H B SNA SIGNAGE WOOD PLANK SIDING, VERTICAL B 3cm STONE SLAB COUNTER TOP ENTRY #104 SCALE: 1/4" = 1 ' -0" 33" - 36" A.F.F f GRAB BAR DETAIL 14„) SCALE: 3" = 1' -0" 10 METAL STUDS 3/4" PLYWOOD BACKING 1/4" DIA. SHT. MTL. SCREWS TO METAL BLKG. 1 1 /2" DIA. GRAB BAR 16 GA. METAL STUD BLKG. W /(1) A35 CLIP TOP AND BOTTOM P.LAM. OR CERAMIC TILE 0/ WATER- RESISTANT GWB RUBBER BASE AT CONCRETE FLOOR OR VCT BRUSHED ALUMINUM TRIM CAP WAINSCOT W / METAL TRIM AT SHEET EDGES PER FINISH PLANS COVE FLOORING RETURN UP WALL AT RESILIENT SHEET FLOOR SEC * WAINSCOT 13 SCALE: 1:11'19N = 2' -1" U.N.O. J d J 3" 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET /DRAWER INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" DRAWER FACE W/ PLAM. FINISH PER FINISH PLANS �— BASE, AS SCHEDULED SECTION * DRAWERS SCALE: 1" = 1' -0" SIGNAGE PLASTIC LAMINATE BASE /BODY 1' -3" 1' -2" MIN. CLEAR INSIDE cV OPEN ®® 10' -0" P LAM COUNTERTOP P -LAM BASE CABINET BASE AS SCHEDULED Jr-6" 4� CONFER ENCE *110 SCALE: 1/4" = P -LAM UPPER CABINET _0,-- 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS LOW PRESSURE LAMINATE AT CABINET P -LAM COUNTER TOP INTERIOR - WHITE & BACKSPLASH 3/4" ADJUSTABLE SHELF FLUSH MOUNTED SHELF STANDARDS OR DRILL FOR PINS i-- PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH �— VALANCE 2' -1" U.N.O. w 0. \ 7=' 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS J, 3 "/ BASE, AS SCHEDULED 1 SECTION * TYPICAL CABINET � SCALE: 1" = 1'-o" VARIES, 2' -10° U.N.O. 2' -1" U.N.O. 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS FALSE DRAWER FRONT W/ PLAM FINISH TO MATCH DOOR PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH OFFSET DRAIN WITH INSULATION P -LAM BASE CABINET BASE AS SCHEDULED 0" 2' -0" / / 9' -0" 6 EQ. WORKROOM CO3 P -LAM COUNTER TOP & BACKSPLASH P -LAM BASE CABINET BASE AS SCHEDULED B ®® d 3" 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL LOW PRESSURE LAMINATE AT CABINET /DRAWER INTERIOR - WHITE PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH 3/4" DRAWER FACE W/ PLAM. FINISH PER FINISH PLANS �— BASE, AS SCHEDULED SECTION * DRAWERS SCALE: 1" = 1' -0" SIGNAGE PLASTIC LAMINATE BASE /BODY 1' -3" 1' -2" MIN. CLEAR INSIDE cV OPEN ®® 10' -0" P LAM COUNTERTOP P -LAM BASE CABINET BASE AS SCHEDULED Jr-6" 4� CONFER ENCE *110 SCALE: 1/4" = P -LAM UPPER CABINET _0,-- 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS LOW PRESSURE LAMINATE AT CABINET P -LAM COUNTER TOP INTERIOR - WHITE & BACKSPLASH 3/4" ADJUSTABLE SHELF FLUSH MOUNTED SHELF STANDARDS OR DRILL FOR PINS i-- PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH �— VALANCE 2' -1" U.N.O. w 0. \ 7=' 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF STANDARDS OUTLET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS J, 3 "/ BASE, AS SCHEDULED 1 SECTION * TYPICAL CABINET � SCALE: 1" = 1'-o" VARIES, 2' -10° U.N.O. 2' -1" U.N.O. 3/4" BACKSPLASH W/ PLAM. FINISH TO MATCH COUNTERTOP 3/4" COUNTERTOP W/ PLAM. SELF EDGE FINISH PER FINISH PLANS FALSE DRAWER FRONT W/ PLAM FINISH TO MATCH DOOR PULLS: 4" WIRE, SATIN ALUMINUM /CHROME FINISH OFFSET DRAIN WITH INSULATION P -LAM BASE CABINET BASE AS SCHEDULED 0" 2' -0" / / 9' -0" 6 EQ. WORKROOM CO3 P -LAM COUNTER TOP & BACKSPLASH P -LAM BASE CABINET BASE AS SCHEDULED B ®® 9' -d" C GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603/T1.2. KEY NOTES: 9 A5.1 REFRIG. C F010 .1lATEIR 8 A5.1 FFEE INN= 1111711111711 6 EQ. P -LAM COUNTER TOP & BACKSPLASH P -LAM BASE CABINET BASE AS SCHEDULED SCALE: 1 /4" = 1 ' -0" VARIES 2' -0" - 2' -6" LOW PRESSURE LAMINATE AT CABINET CO INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION * SINK BASE SCALE: 1" = 1' -0" SCRIBE TIGHTLY TO WALL & CAULK 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE CV APRON W/ P -LAM FINISH, TO MATCH TOP, SELF EDGE 3/4" THICK KNEE BRACE MAX 4'XO" 0. FINISH TO MATCH COUNTERTOP U.N.O. w N I� U BASE AS SCHEDULED SECTION * WORK COUNTER SCALE: 1" = 1' -0" 1 CPT 1 2 ,2 1 N) 2' CPT 2 10" R CPT 2 2 PT LEC. 4 22 CPT 2 CPT 1 PT \\ \\ \\ \\ \\ \ \\ 22 CP- \\ \\ \\ \\ PT 3 CPT 2 \\ \\ \\ \\ .** 11 • .** 410 I '11111" Tate.,4 �I PT 2 ENTRY CPT 2 u REVIEWED FOR CODE COMPLIANCE APPROVED JAN 25 2012 City of Tukwila BUILDING DIVISION 11 SCAL : /4" = 1' -0" 3820 RECEIVED JAN 107019 PERMIT CENTEF 2505 Third Avenue Suite 324 Seattle. WA 98121 206..720.7001 phone 206.720,2949 fax www.criftarchltects.corn 0 0 W 0 Cr) W Z^ W 0 W 0 ra^^ �- VJ D r0 co VJ SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT * vire YN M. CRAFT STATE ► WASHINGTON 16 J REVISIONS: FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: INTERIOR ELEVATIONS & DETAILS DATE: DESIGN: 01/04/12 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A5.1 COPYRIGHT CRAFT ARCHITECTS 2011 /N N /N -x " ..... - - 2' -6" 2' -6" 1' -6" 2' -6" 9' -d" C GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603/T1.2. KEY NOTES: 9 A5.1 REFRIG. C F010 .1lATEIR 8 A5.1 FFEE INN= 1111711111711 6 EQ. P -LAM COUNTER TOP & BACKSPLASH P -LAM BASE CABINET BASE AS SCHEDULED SCALE: 1 /4" = 1 ' -0" VARIES 2' -0" - 2' -6" LOW PRESSURE LAMINATE AT CABINET CO INTERIOR - WHITE 3/4" DOOR W/ PLAM. FINISH PER FINISH PLANS BASE, AS SCHEDULED SECTION * SINK BASE SCALE: 1" = 1' -0" SCRIBE TIGHTLY TO WALL & CAULK 3/4" COUNTERTOP W/ PLAM. FINISH PER FINISH PLANS, SELF EDGE CV APRON W/ P -LAM FINISH, TO MATCH TOP, SELF EDGE 3/4" THICK KNEE BRACE MAX 4'XO" 0. FINISH TO MATCH COUNTERTOP U.N.O. w N I� U BASE AS SCHEDULED SECTION * WORK COUNTER SCALE: 1" = 1' -0" 1 CPT 1 2 ,2 1 N) 2' CPT 2 10" R CPT 2 2 PT LEC. 4 22 CPT 2 CPT 1 PT \\ \\ \\ \\ \\ \ \\ 22 CP- \\ \\ \\ \\ PT 3 CPT 2 \\ \\ \\ \\ .** 11 • .** 410 I '11111" Tate.,4 �I PT 2 ENTRY CPT 2 u REVIEWED FOR CODE COMPLIANCE APPROVED JAN 25 2012 City of Tukwila BUILDING DIVISION 11 SCAL : /4" = 1' -0" 3820 RECEIVED JAN 107019 PERMIT CENTEF 2505 Third Avenue Suite 324 Seattle. WA 98121 206..720.7001 phone 206.720,2949 fax www.criftarchltects.corn 0 0 W 0 Cr) W Z^ W 0 W 0 ra^^ �- VJ D r0 co VJ SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT * vire YN M. CRAFT STATE ► WASHINGTON 16 J REVISIONS: FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: INTERIOR ELEVATIONS & DETAILS DATE: DESIGN: 01/04/12 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A5.1 COPYRIGHT CRAFT ARCHITECTS 2011 01/09/12 - 5:49pm 11-458 A6.1 (DOOR & FINISH SCHEDULES).dwg RECESSED 3/4" CONTINUOUS ALUMINUM CHANNEL WITH CONTINUOUS CLEAR CAULK 7/8" PIIIII' Iuulluuc.nicw; __•I■■7uI■■sCC*7 WOOD STOP, PAINTED CORNER BEAD, TYP RECESSED 3/4" CONTINUOUS ALUMINUM CHANNEL WITH CONTINUOUS CLEAR CAULK - PROVIDE FOAM TAPE BETWEEN CHANNEL AND SLAB FINISHED FLOOR SLAB DOOR /RELITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS NO. TYPE W x H THK MATL GL INSUL FIRE RATING HDW FIN TYPE MATL FIN HD JAMB SILL 100A FG 4' -0" X 7' -0" 1 3/4" WALLS - - CLR - - - - - - NORTH 100B FG 4' -0" X 7' -0" 1 3/4" WEST - - HT CLR - - - - - - FIN 101 F 3' -0" X 7' -0" 1 3/4" WD GWB - - B PNT 1 WD /STL CLR 3/A6.1 2/A6.1 1/A6.1 170 DEGREE DOOR W/ CLOSER 106 F PAIR 3' -0" X 7' -0" 1 3/4" GWB PT -1 - - GWB PNT 2 WD PNT 3/A6.1 2/A6.1 1/A6.1 LOUVERS IN DOORS 107 FP PAIR 3' -0" X 7' -0" 1 3/4" PT -1 GWB - - PT -1 CLR 2 WD /STL SEE RCP 8/A6.1 7/A6.1 1/A6.1 EXIST 108A FG 3' -0" X . 7' -0" 1 3/4" GWB PT -1 - PT -1 B CLR 1 WD /STL 8/A6.1 7/A6.1 1/A6.1 3" CLR COAT STEEL FLATBAR CASING W/ SCREW ATTACH RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP /GWB SEE RCP 105 HALL EXIST CPT -1 RB -1 108C R 5' -0" X 3' -0" - GL PT -1 GWB PT -1 ACP SEE RCP ELECTRICAL 5/A6.1 SIM 10/A6.1 10/A6.1 SIM IG RELITE 1' F PT -1 3 '' PT -1 GWB PT -1 - - CL 107 W� S EXIST ' •.1 A . /A•.1 - . ,," ;.. -. „ •'I. ' -1 . 7 -1' 110A FG PAIR 3' -0" X 7' -0" 1 3/4" PT -1 PT -1 GWB ACP SEE RCP SEE RCP CODE •MPLIANCE APPROVED JAN 108 CLR EXIST WD /STL RB -1 8/A6. PT -1 GWB 3" CLR COAT STEEL FLATBAR CASING W/ SCREW ATTACH 111 F 3' -0" X 7' -0" 1 3/4" RB -1 11111111111111___.NT PT -1 GWB PT -1 PNT PT -1 WD PNT ACP SEE RCP 2 5 2012 112 F 3' -0" X 7' -0" 1 3/4" CPT -1 RB -1 GWB PT -1 GWB ---------------------------- PNT 11111111111 WD WD PNT PNT 3/A6.1 2/A6.1 SEE RCP OR 115 F 3' -0" X 7' -0" 1 3/4" WD 1/A6.1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP BUILDING DIVISION 113 WOMEN RESTROOM EXIST 45 DEG. MIN. 111 7/8" BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS (ALTERNATIVE) ALTERNATE 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 SHIM 3/8" TEMPERED GLASS IN RECESSED 1 1/2" CONTINUOUS ALUMINUM CHANNEL WITH CONTINUOUS CLEAR CAULK CEILING AS SCHEDULED FRAMELESS RECITE SILL /JAMB \5J, FRAMELESS RELITE HEAD WALL TYPE AS SCHEDULED STEEL RUNNER 1/4" X 3" CLR COAT STEEL FLATBAR CASING @ EXPOSED FACES (NOT REQUIRED INSIDE CLOSET) WOOD JAMB WOOD STOP WOOD DOOR AS SCHEDULED INT. DOOR HEAD SCALE: 3" = 1' -0" WALL TYPE AS SCHEDULED 1/4" X 3" CLR COAT STEEL FLATBAR CASING © EXPOSED FACES (NOT REQUIRED INSIDE CLOSET) WOOD JAMB WOOD STOP DOOR AS SCHEDULED INT. DOOR JAMB SCALE: 3" = 1' -0" CARPET/ CARPET TILE T.O. SLAB CONCRETE SLAB T.O. SLAB CPT REDUCER STRIP TO MATCH RUBBER BASE VCT OR CONCRETE SLAB AS SCHEDULED CONCRETE SLAB TRANSITION STRIP VCT OR SHEET VINYL CONCRETE SLAB 3/8 "x1 -1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB VCT OR SHEET VINYL FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES CONCRETE SLAB FLOOR FINISH TRANSITION _y SCALE: 3" = 1' -0" INT. DOOR JAMB WALL TYPE AS SCHEDULED STEEL RUNNER BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED WALL TYPE AS SCHEDULED 20 GA. STEEL STUD BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED SCALE: 3" = 1' -0" (A) CL DOOR AND TRIM 1 1/4" CL DOOR AND TRIM Q DOOR AND TRIM 1/4" 1 /4" DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESIL FLOOR MATL DOOR CARPET CONC /SLR DOOR CARPET opSILL /FLOOR TRANSITION SCALE: 3" = 1' -0" DOOR /RELITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) FRAME TYPES: PER SCHEDULE t PER SCHEDULE 1 PER DOOR SCHEDULE FG (FULL GLASS) PER SCHEDULE FP (FULL PANEL) PER SCHEDULE 2 PER SCHEDULE PER SCHEDULE TG 1 R DOOR SCHEDULE NOTES: J J 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.O.. 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. 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: TYPE L: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, PANIC HARDWARE, WEATHER STRIPPING, DROP SEAL OFFICE TYPE LOCKSET PUSH /PULL, CLOSER PASSAGE SET, CLOSER OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, DROP SEAL PASSAGE SET STOREROOM LOCKSET PRIVACY SET PRIVACY WITH 'IN USE' INDICATOR MANUAL PUSH BUTTON LOCK, CLOSER CLOSER, PANIC HARDWARE, KEYCARD READER STANDARD FLAT TRACK BARNDOOR HARDWARE FROM BARNDOORHARDWARE.COM W/ CLEAR COAT FINISH, BOW HANDLES ON EXTERIOR & FLUSH PULL HANDLES ON INTERIOR FINISH SPECIFICATIONS: ACTUAL FINISHES TBD GENERAL NOTES: FINISH S -- 3 8 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. RUBBER BASE, B -1 THROUGHOUT, UNLESS OTHERWISE NOTED. 4. CARPET, CPT -1 THROUGHOUT, UNLESS OTHERWISE NOTED. 5. 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. 14. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS 17. ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UNO. REFER TO FINISH LEGEND FOR EXCEPTIONS 13. 15. 16. 2 RECEIVED JAN 10 2012 PERMIT CENTER 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. ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS (1 ", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS. PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UNLESS OTHERWISE NOTED. PLASTIC LAMINATE PL -2 AT ALL COUNTERTOPS AND BACKSPLASHES, UNLESS OTHERWISE NOTED. 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. a r ch t e C. t s 2505 Third Avenue Suite 324 Seattle. WA 98121 206.720.7001 phone 206.720,2949 fax www.crattarchitetts.com SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT alliNNWTIO 1141111414,1\ KA • •YN M CRAFT\ STATE OF WASHINGTON REVISIONS: 1 12 FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: DOOR & FINISH SCHEDULES DATE: DESIGN: 01/04/12 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.1 COPYRIGHT CRAFT ARCHITECTS 2011 ROOM SCHEDULE FINISH ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 100 CONFERENCE EXIST CPT -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP 101 HALL EXIST - RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP 102 OPEN OFFICE EXIST CPT -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP 103 WORKROOM EXIST R -2 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP 104 ENTRY EXIST CPT -2/ T -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP /GWB SEE RCP 105 HALL EXIST CPT -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP 106 ELECTRICAL EXIST - RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 - - REVIEWED FOR 107 CLOSET EXIST CPT -1 RB -1 GWB PT -1 GWB PT -1 GWB GWB PT -1 PT -1 GWB GWB PT -1 PT -1 GWB ACP SEE RCP SEE RCP CODE •MPLIANCE APPROVED JAN 108 CONFERENCE EXIST CPT -2/ T -1 RB -1 GWB PT -1 GWB PT -1 110 CONFERENCE EXIST CPT -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP 2 5 2012 111 STORAGE EXIST CPT -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP City ofTukwila 112 SERVER EXIST R -1 RB -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP SEE RCP BUILDING DIVISION 113 WOMEN RESTROOM EXIST R -1 R -1 GWB PT- 1 /PL -1 GWB PT- 1 /PL -1 GWB PT- 1 /PL -1 GWB PT- 1 /PL -1 EXIST EXIST 114 MEN RESTROOM EXIST R -1 R -1 GWB PT- 1 /PL -1 GWB PT- 1 /PL -1 GWB PT- 1 /PL -1 GWB PT- 1 /PL -1 EXIST EXIST 115 STORAGE EXIST EXIST EXIST GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 EXIST EXIST FINISH SPECIFICATIONS: ACTUAL FINISHES TBD GENERAL NOTES: FINISH S -- 3 8 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. RUBBER BASE, B -1 THROUGHOUT, UNLESS OTHERWISE NOTED. 4. CARPET, CPT -1 THROUGHOUT, UNLESS OTHERWISE NOTED. 5. 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. 14. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS 17. ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UNO. REFER TO FINISH LEGEND FOR EXCEPTIONS 13. 15. 16. 2 RECEIVED JAN 10 2012 PERMIT CENTER 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. ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS (1 ", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS. PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UNLESS OTHERWISE NOTED. PLASTIC LAMINATE PL -2 AT ALL COUNTERTOPS AND BACKSPLASHES, UNLESS OTHERWISE NOTED. 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. a r ch t e C. t s 2505 Third Avenue Suite 324 Seattle. WA 98121 206.720.7001 phone 206.720,2949 fax www.crattarchitetts.com SEATTLE, WA 98168 CONSULTANT 7052 REGISTERED ARCHITECT alliNNWTIO 1141111414,1\ KA • •YN M CRAFT\ STATE OF WASHINGTON REVISIONS: 1 12 FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: DOOR & FINISH SCHEDULES DATE: DESIGN: 01/04/12 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A6.1 COPYRIGHT CRAFT ARCHITECTS 2011 01/09/12 - 5:55pm 11- 458_A8.1 (PARTITION TYPES).dwg 0 oz m U7 0 GALVANIZED MOUNTING BOLTS STATE DISABLED PARKING PERMIT REQUIRED (ACCESSIBLE ®511111 61 =11111 PRE — MANUF. SIGN 4" DIA. STEEL POST W/ CAP FINISH GRADE SET POST IN CONC. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. ,1 ACCESSIBLE PARKING SIGN SCALE: 3/4" — 1 —O PER PLANS SUSPENDED ACOUSTICAL CEILING 3 -1/2" MTL STUD BRACED SOFFIT FROM ROOF STRUCTURE 5/8" "TYPE X" GWB 3 1/2" METAL STUD SOFFIT FRAMING PER PLANS CORNER BEAD, TYP. 5/8" "TYPE X" GWB SOFFIT DET SCALE: 1 1 /2" = 1'— tia mnumm11nunm OFFICE :� OFFICE ■ �w BRACE: 8" METAL STUD OR 3/4" DIA. RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE 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 CEILING PER PLAN 20 GA. 6" CEILING JOISTS ® 24" 0.C. W/ R -39 ADV OR R -49 BATT INSULATION — MAX. 1/2" DEFLECTION (L/240) 5/8" 'TYPE X' GWB OVER 3 -5/8" X 1 -5/8" 25 GA. METAL STUDS ® 24" 0.C. W/ SOUND BATTS. CEILING PER PLAN METAL STUD RUNNER ATTACHED TO EXISTING CONC. SLAB W/ 5/32" DIA. LOW — VELOCITY POWER— DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN., 18" 0.C. OFFICE /OFFICE PARTITION MIN PRILiZEME mi 06'11111M 1■194 _� OFFICE WHSE COMPENSATION CHANNEL ® EXISTING MEZZ / STRUCTURAL MEMBER 1" MIN. GAP 3'2) R— CONTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (TYPICAL). 5/8" GWB, FIRETAPED ONLY ON WAREHOUSE SIDE — FINISH AS SCHEDULED ON OFFICE SIDE, OVER 6" x 1 -5/8 ", 25 GA METAL STUD @ 24" O.C. MAX. 1/2" DEFLECTION (L240) W/ R -19 BATT INSULATION W/ FSK -25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS CEILING PER PLAN 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 OFFICE DEMISING WALL SIM: USE RESTROOM CEIING TYPE SURROUND LIGHT FIXTURES TOP, SIDES AND ENDS W/ 5/8" TYPE 'X' GYP. BD. 1VP' ' 11 Ti la W° I I I I=1 4Il RAICIUM111111111 W Illie elSONO OFFICE Soo 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 PER PLAN 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 © 24" O.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 INTERIOR PARTITION 1, #12 GA. VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS- IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■IIIIIIIIIIIIIIIIIII 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 8" MAIN RUNNER OR CROSS TEE PROVIDE 3/4" SPACE OPPOSING WALL 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 SCHEDULE CROSS TEE 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 .41f_,/ SCALE: 3" = 1' -0" . REVIEWED FOR. CODE COMPLIANCE APPROVED JAN 25 2012 City of Tukwila BUILDING DIVISION TRACK OR ALTERNATE COVER 0 CHANNEL MOLDINGS 2" FASTENER 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. 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. 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. RECEIVED JAN 10 2012 PERMIT CENTER N (Thc SEISMIC SEPARATION JOINT NTS C a r c h i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 20 .720,2949 fax www.cra!tarchltects.com 0 0 W rD `(0 V, Y UU rZ J VJ W O N Q Z = CD1— (0 0 CD CO SEATTLE, WA 98168 CONSULTANT 70512 REGISTERED ARCHITECT YN M CRAFT WASHINGTON �f�2 REVISIONS: FOR PERMIT 12/05/11 FOR BID 12/08/11 OWNER CHANGES 12/13/11 CITY COMMENTS 01/10/12 FOR CONSTRUCTION XX /XX /XX SHEET TITLE: WALL TYPES & CEILING DETAILS DATE: DESIGN: 01/04/12 DRAWN: PROJECT NO: APPROVED: SAD 11- 458.06 KMC ORIGINAL DRAWING IS 24" x 36 ". SCALE ENTITIES ACCORDINGLY IF REDUCED SHEET NO: A8.1 COPYRIGHT CRAFT ARCHITECTS 2011