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Permit D14-0376 - 455 BUILDING - TENANT IMPROVEMENT
455 BiJILDING 455 ANDOVER PARK E EXPIRED 03/22/16 D14-0376 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223400060 Permit Number: 455 ANDOVER PARK E Project Name: 455 BUILDING Issue Date: Permit Expires On: D14-0376 4/3/2015 9/30/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: GIBSON PROPERTIES LLC PO BOX 50268 , BELLEVUE, WA, 98015 BOB FADDEN Phone: (206) 325-2553 LANCE MUELLER & ASSOCIATES 130 LAKESIDE AV, SUITE 250, SEATTLE, WA, 98122 FOUSHEE & ASSOCIATES CO Phone: (425) 746-1000 3260 118TH AVE SE , BELLEVUE, WA, 98005-4196 FOUSHAC1580D Expiration Date: OWNER FUNDED DESCRIPTION OF WORK: REPLACE OFFICE WINDOWS AND ENTRY DOOR, INSTALL HANDICAP ACCESS RAMP, NEW ENTRY STAIRS, PLANSTERS, AND LANDSCAPING AT OFFICE AREAS AND NORTH SIDE OF BUILDING. OTHER EXTERIOR WORK WILL CONSIST OF RECONFIGURING PARKING TO IMPROVE TRUCK ACCESS, CONVERTING EXSITING DOCK DOOR TO DRIVE, REMOVING EXISTING DRIVE IN RAMP SO DOOR CAN BE USED FOR DOCK HIGH LOADING, AND INSTALLING NEW DOCK HIGH DOOR. INTERIOR WORK WILL CONSIST OF DEMOLISHING WEST OFFICE AREA, INTERIOR WALLS, AND RESTROOMS. THEN WORK WILL INCLUDE INSTALLING NEW RESTROOMS, REPLACING SUSPENDED CEILINGS, INSTALLING NEW LIGHTING, INSTALLING NEW FLOORING AT OFFICE, AND INSTALLATION OF INSULATION AT WAREHOUSE. Public Works ACTIVITIES INCLUDE FH RELOCATION,EROSION CONTROL AND STORM DRAINAGE INCLUDING VACUUM CLEANING THE EXIST PARKING LOT STORM DRAINAGE SYSTEM. Project Valuation: $334,675.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: IIIB Fees Collected: $9,331.32 Occupancy per IBC: S-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Permit Center Authorized Signature Number: 0 No I hearby certify that I have read and examined thi ermit 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 r g ating constryction or e perform. ce .f work. I am authorized to sign and obtain this development per t d agree to a condi ons attach . 'tot• is permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for 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: 1. Subgrade will be rototilled to break up compaction. 2. Amend all planting areas 3-way topsoil prior to planting. Rototill topsoil into existing soil to a depth of at least 8 inches. Top -dress all planting areas with 2 inches of compost prior to planting. 3. Planting details appear to show the trees/shrubs planted too deeply — crowns should be planted at grade. Remove soil from top of B&B trees to determine trunk taper and appropriate planting depth. Change drawings to reflect trees/shrubs planted at grade. 4. Reject any root bound container plants. Root prune circling roots prior to planting. 5. Planting pits should be the same depth as the root ball/container but twice the width. See illustration provided on red -lined plans. 6. Place B &B tree in pit, cut and remove wire basket and all twine and burlap. Remove these materials from the planting hole. Do not break root ball. 7. Use only amended, native soil for backfill in planting pits. Do not compact soil in planting pits. 8. Staking of trees is likely not necessary at this site. 9. The symbols for "Seasonal Color" and Cotoneaster groundcover are the same 10. Add irrigation installation/adjustment note to Notes list. Check all existing irrigation to ensure proper operation. 11. Do not prune plants, other than to remove dead material, during first growing season. 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 2: 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) 3: 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) 4: 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, 7.2, 7.3) 5: 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, 5.4) 6: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 7: Maintain fire extinguisher coverage throughout. 8: 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) 9: 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) 10: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 11: 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 1008.1.9.1) 12: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 13: 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 1011.6) 14: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 15: 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 1011.6.3) 16: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 20: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 21: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5-inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2436) 22: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 24: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 25: 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 #2437) 23: 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 #2437) (IFC 901.2) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 28: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 29: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 30: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 33: ***BUILDING PERMIT CONDITIONS*** 34: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 35: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 36: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 37: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 38: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 39: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 40: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 41: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 42: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 43: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 44: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 45: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 46: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 47: 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). 48: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 49: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 50: 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. 51: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 52: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 53: ***PUBLIC WORKS PERMIT CONDITIONS*** 54: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. Contractor shall vacuum clean all existing CBs in the parking lot to assure proper function of the parking storm drainage system, since buildings were vacant for quite some. A separate PW permit is required for installation of new domestic water Reduced Pressure Principle Assembly (RPPA) and replacement of irrigation Double Check Valve (DCVA) since none were depicted on the civil plans. 55: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 56: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 57: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 58: No work outside the building under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 59: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 60: Any material spilled onto any street shall be cleaned up immediately. 61: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 62: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 63: Prior to final, provide storm drainage as -built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/facilities. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 1400 FIRE FINAL 5020 FIRE LOOP HYDRANT CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 455 -Andover e - E Tenant Name: None King Co Assessor's Tax No.: 02233400060 Suite Number: Floor: New Tenant: ❑ Yes ❑..No PROPERTY OWNER Name: 455 Building llc. % Burke Gibson, LLC Address: 702 3rd Street SW City: Auburn State: WA Zip: 98001 CONTACT PERSON — person receiving all project communication Name: Bob Fadden - Lance Mueller & Associates Address: 130 Lakeside Suite 250 City: Seattle State: WA Zip: 98122 Phone: (206) 325-2553 Fax: (206) 328-0554 Email: bfadden@lmueller.com GENERAL CONTRACTOR INFORMATION Company Name: Foushee and Associates Address: 3260 118th Avenue SE City: Bellevue State: WA Zip: 98007 Phone: (425) 746-1000 Fax: (425) 378-2121 Contr Reg No.: FOUSHAC1580D Exp Date: 08/15/2015 Tukwila Business License No.: BUS 0994435 ARCHITECT OF RECORD Company Name: Lance Mueller and Associates Architect Name: Bob Fadden Address: 130 Lakeside Suite 250 City: Seattle State: WA Zip: 98122 Phone: (206) 325-2553 Fax: (206) 328-0554 Email: bfadden@lmueller.com ENGINEER OF RECORD Company Name: Engineers NW Engineer Name: Tom Langton Address: 9725 3rd Ave NE Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 973-5409 Fax: (206) 522-6698 Email: toml@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: DNA / p'r-ott-1, Address: City: State: Zip: H:Wpplications\Forms-Applications On Line'201 I ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION—206-431-3670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed information): Existing Building Valuation: $,.L/ 4c7 Replace existing office windows and entry door, install handicap access ramp, new entry stairs, planters, and landscaping at office areas and north side of building. Other exterior work will consist of reconfiguring parking to improve truck access, converting existing dock door to drive, removing existing drive in ramp so door can be used for dock high loading, and install new dock high door. Interior work will consist of demolishing west office area, interior walls, and restrooms then installing new restrooms, replacement of suspended ceilings, installation of new lighting, new flooring at office and installation insulation at warehouse. Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is`Floor 79,800 79,800 0 0 IIIB B, F-1, S-1 2"d Floor 3,600 2,500 IIIB B, S-1 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 61 Compact: 11 Handicap: 3 Will there be a change in use? ❑ Yes I No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes VI 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 O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \20I 1 ApplicationsTermit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Re -configuration of existing parking to improve truck access, removal, patching and installation of paving as required for new parking configuration, landscaping and handicap access ramp. Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ® ...Tukwila ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑ ...Sewer Use Certificate ❑ ... Water District #125 ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton El .. Seattle 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. Submitted with Application (mark boxes which apply): ® ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 111.. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: GaSgULA THORIZED AGENT: Date: 12/12/2014 Print Name: Bob Fadden % Lance Mueller and Associates Day Telephone: (206) 325-2553 Mailing Address: 130 Lakeside Suite 250 Seattle WA City State 98122 Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $133.00 D14-0376 Address: 455 ANDOVER PARK E Apn: 0223400060 $133.00 DEVELOPMENT $133.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R6076 R000.345.830.00.00 2.00 $133.00 $133.00 Date Paid: Thursday, September 03, 2015 Paid By: TUSON BYERS Pay Method: CREDIT CARD 787055 Printed: Thursday, September 03, 2015 9:54 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $66.50 D14-0376 Address: 455 ANDOVER PARK E Apn: 0223400060 $66.50 DEVELOPMENT $66.50 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R5738 R000.345.830.00.00 1.00 $66.50 $66.50 Date Paid: Thursday, July 16, 2015 Paid By: FOUSHEE & ASSOCIATES CO Pay Method: CASH Printed: Thursday, July 16, 2015 11:16 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $7,520.03 D14-0376 Address: 455 ANDOVER PARK E Apn: 0223400060 $7,520.03 DEVELOPMENT $2,791.10 PERMIT FEE R000.322.100.00.00 0.00 $2,786.60 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 PUBLIC WORKS $4,483.76 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $2,116.88 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $2,116.88 TECHNOLOGY FEE $245.17 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4963 R000.322.900.04.00 0.00 $245.17 $7,520.03 Date Paid: Friday, April 03, 2015 Paid By: 455 BUILDING Pay Method: CHECK 1003 Printed: Friday, April 03, 2015 10:42 AM 1 of 1 CI MVSYSTEMS DESCRIPTIONS ACCOUNT I QUANTITY PAID $1,811.29 D14-0376 Address: 455 ANDOVER PARK E Apn: 0223400060 $1,811.29 DEVELOPMENT $1,811.29 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3761 R000.345.830.00.00 0.00 $1,811.29 $1,811.29 Date Paid: Monday, December 15, 2014 Paid By: LANCE MUELLER & ASSOCIATES/ARC Pay Method: CHECK 29026 Printed: Monday, December 15, 2014 9:58 AM 1 of 1 SYSTfMS INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ES ) (o(� Type of Inspection: Sef C r Address: �I ry�r,�, 17 0 `✓'et 1'.cr' ! Date C led: Sp cial Instructions: i 1 E(r "� ,/,� Date Wanted:, rQ a. . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: t 1A-. (lt/60 (GIe, eCedc---I cf-& �r-dttt Inspector: Date:Cp`�[J` /3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D(y--34,7C PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PUroject: e Type of nspection: t 3 Address: L(s r iffACfocitr Pqr - E . Date Called: Special Instructions: c " G Q /�1-`' fi�`�CU- AA �T. Date Wanted: c ` a.m. m. p. Requester: 0 Zee Phone No: N Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: felm-Gte ele-cfp-t NCO Val` f-r o ., c� V-e4- Inspector: Date' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: q6r /WI Type of Inspection: IA114 / gyPSI'^''' Address: / C/ 5 /keh ucL- r Date Called: Special Instructions: 'nn r' ` Date Wanted: ?-13--L( a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7-0 Inspector.01 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0.6 INSPECTION RECORD Retain a copy with permit IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 lig-6376 Project: Type of Inspection: yii Address: y5^:5-- /%vd0-Liut P,u.k e Date Called: Special Instructions: Pyle/'/ Date Wanted: F-1Z15 a.m. p.m. Requester: Phone No: Approved per applicable codes. j Corrections required prior to approval. COMMENTS: v/A A// 1-sr cifox )4nU/I01)5 . Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ,AIL)- 03 76 Project: ysc- 614 Type of Inspection: 14 t G yP.S Address: Date Called: Special Instructions: T Date Wanted �f I!-15 a.m. p.m. Requester:_ e1 Phone No: 90S-6/9-9/73C 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p/4 inspector: 1 Date . i1 i. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. fit INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b/Q -0374 Project: VS5--- L4/4 Type of Inspection: Address: 1. Date Called: Special Instructions: Date Wanted: Z(-, / a.m. p.m. Requester: Phone No: © Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: PiA- k- <s 1> L 1 b S -4 -'r 0A- L inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 r»'-6 7t 'ec Pro(6 I / Typ0eWof/,lgspe A ress: ,/J� e Date Called: S ecial Instructions: Date Wanted: gG'iS/ a.m. p.m. Requester: Phone No: ®-Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IVY INSPECTION RECORD Retain a copy with permit INSPE SN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dig- o3gG Project: ��� 1 i Type of I sp on: uvi/i J �/ f � Address: / 1155 N 'uOLeiL /�-Ak Date Called: Special Instructions: `'v` Date Wanted• '7.- /' a.m. p.m. Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. COMMENTS: P/aszksix///ziAid;cra_ke/ '/ii i i ,t Z- / yeV7t ,-- I.3 / • , i ! eat A/4/ Inspector:li Dal REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Jig- 6576 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: q- .ga� Type of Inspection: /�/ /L- Address: , / i/.SS'4le�c�c°� 7 x- Date Called: Special Instructions: :���+� Date Wanted: 7— / a.m. p.m. Requester: gal Phone No: Y?f "47((! 735'. 6165 Approved per applicable codes. Corrections required prior to approval. MENTS: 4'0" "vt)((s Inspector: Date:7_ 2,3s- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. le INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 0(1i-o3 7,6 Prq�ect:i. UUII �� r1 Type of Inspection:. eett 0,0. frkj Address: over Date Called: Sp cial Instructions: 2-PJQ ( --- "&&Q hmre '(`Q U-5 e. i%eJ ei u- /4 . Date Wanted: a.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: rrrG ("� 0 K ` era (Jr`oli of Ve (d S /i/tp-i/i i avzj 7a1,-- Pt e fi' floor-- c' Oe&i—r t c ry ( ! v( SP a fin rovc ( 3 ( ,iiii(ctwcv,‘ 4fii%eltica ( by/ff�_Pe `(,-e- 57, rot p pp tove(l 1 `r b LIMO f (cuts (v ✓c5 i o AI t-- *c ei eviii Catc..ex !meat d , C '" '1 & p ty ye. vl a/tJ tr � Fix aid pi(t'tq :� rIvolhl Ov (s eQ t er ems- f F(ve-1 Uo'L a i��rPI � (1 �-re (`vv.s e `o / . co � Inspector rf Dat7 6 _ Lr REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:s / j ( Typp of Insp�ti�op/:�, _ ` G� >� �t ft) Ad�/dr ss Date Bailed: Special Instructions: AA 1a1 61 Date W,�ntedS 6 ( Is_ ( a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: p�,� �dlk -f -s . (� a s e1/telt,` '(/l L. 0 S Inspector: Oate:6 l) 1 c REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3764< INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 c Pro' t: 5-5-- b(cel Type of Inspecticin: Foo?-ft-j Date Called: ress: _. i _. Al 5-y- 'woo eg- rcurp_ Special Instructions: ' 64 Date Wanted: 5 -ft/-0-- a.m. P.m. Requester: Be 14-ek_O RUA Plume N, -- q(4 ( — 7 35— LJApproved per applicable codes. Corrections required prior to approval. cootyns.---\-Tra t‘ Etn.c._(o. 5_ K pmv /ct v inspector: pate.5-- /I/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DIY— 037C Project: (1.5-S— 1; I Type of Insp tion: trOC) t'Zy Address:A.440( 5-s- 0 Ogic Date Called: Special Instructions: r)didt Date Wanted: a.rn. p.m. 'Requester: 6e - epr e (xs ke_e PhanNck.../„.._ 9-2') — Y I- 7335 Approved per applicab e codes. co Corrections required prior to approval. rcuAl afAct /4 re*, e It O/ rePP4S- k‘ ittiOar- C-C-VL(frte,-- e(Ce Go ad c`c"- Inspector: E Date5. - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. IVO= INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 03 7k Proiec.- 14 53 Oa-1 Type of Inspectioni FM tet/Lf "q s: 7' - oVer ittric--.F Date Called: j Specla Instructions: ii-xit Date W nted: a.m. —2._ y --0- P-m• 'Reticle r: egit ( 63, Fo e-e._ v4-4 Phone tiq: 14 ----7k5- (3 Li 7 DApproved per applicable codes. Corrections required prior to approval, COMMENTS: 5 " uKc(ir oCctik4 n ctor: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: ti S-S Suite #: pt p g— Contact Person: Special Instructions: Phone No.: Approved per applicable codes. [.corrections required prior to approval. COMMENTS: /A YA sys1.e WA-5 c..4/c- le-L.; fd,4--L Ce,1/{ O (C1_c_p, A-1-41A C. 1,,,-k0 ., a L"- ` Cv,)\J-e. d tw.o (Y4 7 c)J <0("4./Ale— -to 1Jkrz 5, `1 v(45-e. D CCce_, A - Ile AY . re e.a-(cIA4 e Sys evs-- 3, PrOD a PLAUc 04,1 Seco�P -ctt,oa b 17 - p p !e,) 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, tea---- Date: ) hZ 11,b Hrs.: I / r $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 1 -- S — o (2 — () _t1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tt v— 1'1. / �� s /Gf a'c. i Type of Inspection: cp Address: jj Suite #: / Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: — .4.- 4( /O n ,1_ _.(,. .-riJ A.: __ ? Al o 14,- (=,f,s r- kt, A.1/ / �( 2 Al 101I If et. TO 2A rs 2/060s; ------- P`AcC - )/- a p/Q Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector V / ,e(-3 Date: , fj b/� s- Hrs.: Z. 0 $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 3/14/14 T.F.D. Form F.P. 113 Field Report Report #: 64251 A.A.R. Testing Laboratory, Inc. 712t3180t1 Ave.N:E, Park 180, Smite Gz101, Redmond, WA 9805i Phone 42S.88,1.581 2,Fax425.8.8m1,; 441' Client: Burke Gibson LLC 702 Third St. S.W. Aubum, WA 98101 Contact: Scott Gibson Project Number: 15-243 Permit#: D14-0376 Project Name: 455 Andover Renovation Address: 455 Andover Park E. Inspection Performed: Epoxy Date: 8/28/2015 Time: Temperature: Verified epoxy to be Hilti HY 200 with an expiration date of 6/2016. Verified minimum embedment of 5" and hole cleanliness. Observed placement of epoxy and 3/4" all thread to form a fully encapsulated system. All work was completed in conformance with canopy details (sheet 1 by ENW Engineers), manufacturer's recommendations and ESR #3187. (3) canopies at north end of building were inspected at this time. RECEIVED CITY OF TUKWIU SEP 10 2015 PERMIT CENTER Distribution: Distribute Client ® Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field/Material Report Report #: 081716 A.A.R. Testing Laboratory, Inc. 7126.180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Burke Gibson LLC Contact: Scott Gibson Client Address: 702 Third St. S.W. Auburn, WA 98101 Date: 7/2/2015 Project Number: Permit # Project Name: Address: 15-243 D14-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Miles Air Temperature: 70 F Concrete Concrete Temperature: 76 F ASTM C 1064 202 Air Content: 4.6 % ASTM C 231 0155a Slump: 6 " ASTM C 143 m074 Time Sampled: 145801 Added Water: 10 ByWhom: Contractor 5 Air Entrainment (oz/yard): 4.9 Yards placed: 90 Design Strength: 3000 Admixtures (oz/yard)) : Inspection Performed: Reinforced Concrete Location: North side of building - Slab on grade and ramp Grid Lines: Slab on grade - Line 13 on both sides of ramp Ramp - Line 7 Remarks: Resteel placed with #3 at 18" on center each way, 3" off ground. #3 dowels epoxied at 18" on center into existing foundation. Concrete was placed by boom pump and consolidated using vibrator. © Conforming to approved plans Inspector: Panov, Krasimir 2nd Inspector: Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size 3rd Inspector: C 1231 C 31 C 172 C 39 Area Set # Total Load 1507122 7/9/2015 7 4 X 8 12.56 1507123 7/30/2015 28 4 X 8 12.56 1507124 7/30/2015 28 4 X 8 12.56 1507125 7/30/2015 28 4 X 8 12.56 Distribution: [d] Client Municipality ❑ Distribute Other J Contractor ❑ Engineer 35090 50400 45220 45000 ❑ Owner ❑ Architect PSI Method Fracture Type 2790 C 1231 Cone 4010 C 1231 Cone 3600 C 1231 Shear 3580 C 1231 Cone RECEIVED CITY OFTIIKWI A 'AUG 112015 PERMIT CENTER Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. AA.R..Tes Client Name: Contact: Client Address: Date: Field/Material Report Report #: 081716 Laboratory, inc. 7128'180th eve N E Park.180, Sane Ci01, Red►>aond, WA 98052 v a . Phone 425 881'.5812 Fax 425.881 5441 Burke Gibson LLC Scott Gibson 702 Third St. S.W. Aubum, WA 98101 7/2/2015 Project Number: Permit # Project Name: Address: 15-243 D14-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: 3000 Inspection Performed: Reinforced Concrete Location: North side of building - Slab on grade and ramp Grid Lines: Slab on grade - Line 13 on both sides of ramp Ramp - Line 7 Miles Air Temperature: 70 F Concrete Concrete Temperature: 76 F ASTM C 1064 202 Air Content: 4.6 % ASTM C 231 0155a Slump: 6 " ASTM C 143 m074 Time Sampled: 145801 Added Water: 10 ByWhom: Contractor 5 Air Entrainment (oz/yard): 4.9 90 Admixtures (oz/yard)) : RECEIVED C11"Y of TUKWILA iJUL162015 laFIR4Arr gantr., Remarks: Resteel placed with #3 at 18" on center each way, 3" off ground. #3 dowels epoxied at 18" on center into existing foundation. Concrete was placed by boom pump and consolidated using vibrator. J❑ Conforming to approved plans Inspector: Panov, Krasimir 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1507122 7/9/2015 7 4 X 8 12.56 1/1 35090 2790 C 1231 Cone Distribution: © Client Q Municipality ❑ Distribute Other Contractor [] Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). Ali reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 083342 AMC Testing Laboratory; inc. 7126180th Ave N.E.., Park 180, Suite C181,.Redmond, WA Phone 425.181.5012 Fax Client Name: Contact: Client Address: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Auburn, WA 98101 Date: 6/9/2015 Project Number: Permit # Project Name: Address: 15-243 014-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: 2000 Miles Grout 202 0370030 m006 144279 4 9/13.5 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : inspection Performed: Grout Location: CMU walls for ramps and planter areas, along front of building Grid Lines: 77 F 73 F 8" 12:44:00 PM 20 ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor RECEIVED Civ OF TUKWfl IJUL62015 PERMi'T CEMEP Remarks: Resteel for CMU wails conform to details 6 and 7 on S2.1 of plans and masonry guidelines. Cells free for excess mortar. Grout placed by line pump and vibrated. At cells grouted. Li Conforming to approved plans Inspector: Matthews, Bit Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size 1506005 6/16/2015 7 3 X 3 X 6 1506006 7/7/2015 28 3 X 3 X 6 1506007 7R/2015 28 3 X 3 X 6 1506008 7/7/2015 28 3 X 3 X 6 Distribution: IZ Client © Municipality ❑ Distribute Other C617 C1019 C39 Area Set # Total Load 11.53 11.09 11.53 11.22 0 Contractor ❑ Engineer 46540 65490 63050 63940 2nd Inspector: 3rd Inspector: ❑ Owner ❑ Architect PSI Method Fracture Type 4040 C 617 Shear 5910 C 617 Shear 5470 C 617 Shear 5700 C 617 Shear Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 083343 A.A.R. Testing Laboratory, Inc. 7126 l80th Ave.N.E., Park 180, Suite C101, Redmond, WA-98052 Phone 425 8.81 5,812 Fax 425.881,6441 Client Name: Contact: Client Address: Date: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Aubum, WA 98101 6/10/2015 Project Number: Permit # Project Name: Address: 15-243 D 14-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 4 Yards placed: 6/6 Design Strength: 2000 Miles Grout 202 0370030 m063 144410 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : Inspection Performed: Grout Location: CMU walls for stairs; Final lift of CMU for trash enclosure Grid Lines: Stairs - N10-11 68 F 69 F 9" 12:05:00 PM 15 ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom- Contractor RECEIVED cvry CtP TUKWILA JUL .f6 2015 oFFtwArY Remarks: Resteel for stair area conforms to details 4, 5 on S2.1. Resteel for trash enclosure conforms to 1/S2.1 of plans. All cells free of excess mortar. Grout placed by line pump and consolidated using a vibrator. All cells grouted. 0 Conforming to approved plans Inspector: Matthews, Bill 2nd Inspector: Samples Tested in Accordance with ASTM: C617 C1019 C39 3rd Inspector: Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1506052 6/17/2015 7 3 X 3 X6 11.35 1/1 44020 3880 C 617 Shear 1506053 7/8/2015 28 3 X 3 X 6 11.49 1/1 61560 5360 C 617 Shear 1506054 7/8/2015 28 3 X 3 X 6 11.22 1/1 63390 5650 C 617 Shear 1506055 7/8/2015 28 3 X 3 X 6 11.46 1/1 62110 5420 C 617 Shear Distribution: 0 Client 0 Municipality ❑ Distribute Other 0 Contractor ❑ Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 083342 A.A.R. Testing Laboratory, Inc. 7126 180th Ave. N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: Date: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Auburn, WA 98101 6/9/2015 Project Number: 15-243 Permit # 014-0376 Project Name: 455 Andover Renovation Address: 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Grout 202 0370030 m006 144279 4 9/13.5 2000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : Inspection Performed: Grout Location: CMU walls for ramps and planter areas, along front of building Grid Lines: 77 F 73 F ASTM C 1064 % ASTM C 231 8 " ASTM C 143 12:44:00 PM 20 ByWhom: Contractor Remarks: Resteel for CMU walls conform to details 6 and 7 on S2.1 of plans and masonry guidelines. Cells free for excess mortar. Grout placed by line pump and vibrated. All cells grouted. Conforming to approved plans Inspector: Matthews, Bill 2nd Inspector: Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size 1506005 6/16/2015 Distribution: C617 C1019 C39 Area Set# Total Load 7 3X3X6 11.53 2 Client Municipality ❑ Distribute Other 1/1 46540 ® Contractor ❑ Engineer 3rd Inspector: ❑ Owner ❑ Architect PSI Method Fracture Type 4040 C 617 Shear CITV OF `i`W:; ; IJUN 22 2015 PERMIT CENTMI Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 083343 A.A.R. Testing Laboratory, Inc.-7126180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Auburn, WA 98101 Date: 6/10/2015 Project Number: Permit # Project Name: Address: 15-243 D 14-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Grout 202 0370030 m063 144410 4 6/6 2000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : Inspection Performed: Grout Location: CMU walls for stairs; Final lift of CMU for trash enclosure Grid Lines: Stairs - A/10-11 68 F 69 F ASTM C 1064 % ASTM C 231 9 " ASTMC143 12:05:00 PM 15 ByWhom: Contractor Remarks: Resteel for stair area conforms to details 4, 5 on S2.1. Resteel for trash enclosure conforms to 1/S2.1 of plans. All cells free of excess mortar. Grout placed by line pump and consolidated using a vibrator. All cells grouted. �/❑ Conforming to approved plans Inspector: Matthews, Bill Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size C617 C1019 C39 Area Set # Total Load 1506052 6/17/2015 7 3 X 3 X 6 11.35 1/1 Distribution: Client Q Municipality ❑ Distribute Other ❑i/ Contractor ❑ Engineer 44020 ❑ Owner ❑ Architect 2nd Inspector: 3rd Inspector: PSI Method Fracture Type 3880 C 617 Shear iSbctiVLG WV OF Tllit:WILA JUN 2 2 2015 PEWIT CENTER Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 086375 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: Date: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Auburn, WA 98101 5/15/2015 Project Number: 15-243 Permit # Project Name: Address: --D -140376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Concrete 202 0155a 1051 142895 5 11/14 3000 Inspection Performed: Reinforced Concrete Location: Dumpster slab - ramp wall Grid Lines: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): 5 Admixtures (oz/yard)) : 53 F 54 F ASTM C 1064 4.5 % ASTM C 231 4 1/2 " ASTM C 143 6:35:00 AM 0 ByWhom: Remarks: Concrete was placed by chute and was mechanically consolidated. Reinforcement was per plans. At ramp wall, #5 at 24" vertical and #4 at 12" horizonal were placed. There was no detail on plan for ramp. Q Conforming to approved plans Inspector: Horton, Tim Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size 1504779 5/22/2015 7 1504780 6/12/2015 28 1504781 6/12/2015 28 1504782 6/12/2015 28 Distribution: 4X8 4X8 4X8 4X8 Q Client Municipality ❑ Distribute Other 2nd Inspector: 3rd Inspector: C1231 C31 C172 C39 Area Set # Total Load 12.56 12.56 12.56 12.56 ED Contractor ❑ Engineer 51650 69660 72320 65800 ❑ Owner ❑ Architect PSI Method Fracture Type 4110 C 1231 Shear 5550 C 1231 Cone 5760 C 1231 Cone 5240 C 1231 Cone masitran 1JUN 22 2015 7,,1iF 17 o Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 084698 A.A.R. Testing Laboratory, Inc. 7126 18Oth Ave. N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: The Boeing Company Project Number: 15-324 Contact: Kevin Rambaldini Permit # DIS-0038 Client Address: P.O. Box 3707 MC 46-24 Project Name: Boeing 9.101 HS ADC 5 Axis Gantry Mill 55' Seattle, WA 98124 Address: 9725 E. Marginal Way S Date: 5/15/2015 Supplier: Mixed on site Material Data: Grout Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 6 Yards placed: Design Strength: 4000 Air Temperature: 67 F Concrete Temperature: 70 F ASTM C 1064 Air Content: % ASTM C 231 Slump: ASTM C 143 Time Sampled: 1:07:00 PM Added Water: ByWhom: Air Entrainment (oz/yard): Admixtures (oz/yard)): Inspection Performed: Grout Location: Micro -piles - Sacrificial load test pile. "V1" test pile for upcoming placement of piles. Grid Lines: "tu+WlrY OF jr o 4. r 1 JN' 22 at PERMIT CENTER Remarks: Soils engineer onsite. Grout for micro -piles mixed onsite and pressure injected into test pile. Extra samples taken for load testing requirement on test pile. 0 Conforming to approved plans Inspector: Matthews, Bill 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 109 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1504720 5/18/2015 3 2 X 2 X 2 4 1/1 12380 3100 C 109 Cone 1504721 5/19/2015 4 2 X 2 X 2 4 1/1 12840 3210 C 109 Shear 1504722 5/22/2015 7 2 X 2 X 2 4 1/1 19370 4840 C 109 Cone 1504723 6/12/2015 28 2 X 2 X 2 4 1/1 23360 5840 C 109 Shear 1504724 6/12/2015 28 2 X 2 X 2 4 1/1 23580 5900 C 109 Shear 1504725 6/12/2015 28 2 X 2 X 2 4 1/1 22940 5740 C 109 Shear Distribution: 0 Client ® Municipality Distribute Other 0 Contractor ❑d Engineer Owner ❑ Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly forbidden. Field/Material Report Report #: 084870 A.A.R. Testing Laboratory, Inc. 7125180th Ave.N.E., Park 180, Suite 601, Redmond, WA 98052 Phone 425.881.5812 Fax 426.881.5441 Client Name: The Boeing Company Contact: Kevin Rambaldini Client Address: P.O. Box 3707 MC 46-24 Seattle, WA 98124 Date: 5/19/2015 Project Number: 15-324 Permit # D 15-0038 Project Name: Boeing 9.101 HS ADC 5 Axis Gantry Mill 55' Address: 9725 E. Marginal Way S Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 3 Grout Site mix Yards placed: Design Strength: 4000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : 62 F 68 F OA fluid " 1:00:00 PM 0 ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: ii*CEIVED CrrY of Tt; t vtritA is/URN2 2 2015 Grid Lines: PERMITCENTER Remarks: Grout was placed by line pump at above locations. Grout was site mixed. Q Conforming to approved plans Inspector: Nygard, John 2nd Inspector: Inspection Performed: Grout Location: Micro -pile #13 Samples Tested in Accordance with ASTM: Sample ID Test Date Age 1504967 6/16/2015 1504968 6/16/2015 1504969 6/16/2015 Distribution: Size C 109 Area Set # Total Load 28 2X2X2 4 28 2X2X2 4 28 2X2X2 4 J Client 0 Municipality ❑ Distribute Other 3rd Inspector: PSI Method Fracture Type 1/1 27730 6930 C 109 Shear 1/1 26100 6230 C 109 Shear 1/1 27450 6860 C 109 Shear 0 Contractor 0 Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 084886 A.A.R. Testing Laboratory, Inc. 7126 180th Ave:N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: The Boeing Company Project Number: 15-324 a ` Contact: Kevin Rambaldini Permit # Not available 'bi5 — Q O Client Address: P.O. Box 3707 MC 46-24 Project Name: Boeing 9.101 HS ADC 5 Axis Gantry Mill 55' Seattle, WA 98124 Date: 5/20/2015 Address: 9725 E. Marginal Way S Supplier: Air Temperature: 61 F Material Data: Grout Concrete Temperature: 71 F ASTM C 1064 Plant Number: Site mix Air Content: % ASTM C 231 Mix Number: Slump: fluid " ASTM C 143 Truck Number: Time Sampled: 9:00:00 AM Ticket Number: Added Water: 0 ByWhom: Number of Samples: 3 Air Entrainment (oz/yard): Yards placed: Admixtures (oz/yard)) : Design Strength: 4000 Inspection Performed: Grout Location: Micro -piles #11 and 9 Grid Lines: Remarks: Grout was placed by line pump at above locations. Batch was mixed onsite. El Conforming to approved plans Inspector: Nygard, John 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 109 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1505007 6/17/2015 28 2 X 2 X 2 4 1/1 38590 9650 C 109 Shear 1505008 6/17/2015 28 2 X 2 X 2 4 1/1 38000 9500 C 109 Shear 1505009 6/17/2015 28 2 X 2 X 2 4 1/1 38600 9650 C 109 Shear Distribution: ® Client Q Municipality ❑ Distribute Other ® Contractor Engineer ❑ Owner ❑ Architect MEWED LIUN 22201 Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report #: 084774 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E.,`Park 180, Suite C101,'Redmond, WA98052 Phone 425,881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: Date: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Auburn, WA 98101 5/8/2015 Project Number: Permit # Project Name: Address: 15-243 D14-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Concrete 202 01500 m 176 142555 5 11/33 3000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : Inspection Performed: Reinforced Concrete Location: All the exterior wall footings and column pads Grid Lines: 43 F 55 F 4" 8:00:00 AM 10 ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor Remarks: Resteel was inspected prior to pour and it was in conformance with the drawings S1.1 and S2.1 by grade, size, location, lap splices and concrete cover, Concrete was placed via pump and mechanically consolidated. Added onsite water was less then allowed per delivery ticket. At grid 11, epoxy installed dowels into exisiting concrete. Dowels were per S1.1, epoxy adhesive was Hilti HITRE500, exp. 10/2015 with embedment of 4". d❑ Conforming to approved plans Inspector: Shprits, Yevgeniy Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 2nd Inspector: 3rd Inspector: Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1504538 5/15/2015 7 4 X 8 12.56 1/1 47430 3780 C 1231 Shear 1504539 6/5/2015 28 4 X 8 12.56 1/1 60310 4800 C 1231 Cone 1504540 6/5/2015 28 4 X 8 12.56 1/1 59680 4750 C 1231 Cone Split 1504541 6/5/2015 28 4 X 8 12.56 1/1 59390 4730 C 1231 Cone Distribution: 0 Client 0 Municipality ❑ Distribute Other EA Contractor ❑ Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: Mike Jarbeau Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field/Material Report Report#: 086375 Client Name: Contact: Client Address: Date: Burke Gibson LLC Scott Gibson 702 Third St. S.W. Auburn, WA 98101 5/15/2015 Project Number: Permit # Project Name: Address: 15-243 D 140376 455 Andover Renovation 455 Andover Park E. Supplier. Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Concrete 202 0155a 1051 142895 5 11/14 3000 Inspection Performed: Reinforced Concrete Location: Dumpster slab - ramp wall Grid Lines: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: 53 F 54 F ASTM C 1064 4.5 % ASTM C 231 4 1/2 " ASTM C 143 6:35:00 AM 0 ByWhom: Air Entrainment (oz/yard): 5 Admixtures (oz/yard)) : Remarks: Concrete was placed by chute and was mechanically consolidated. Reinforcement was per plans. At ramp wall, #5 at 24" vertical and #4 at 12" horizonal were placed. There was no detail on plan for ramp. © Conforming to approved plans Inspector: Horton, Tim 2nd Inspector: Samples Tested in Accordance with ASTM: Sample ID Test Date Age Size 1504779 5/22/2015 Distribution: C 1231 C 31 C 172 C 39 Area Set # Total Load 7 4 X 8 12.56 ❑Q Client Q Municipality ❑ Distribute Other 1/1 51650 d❑ Contractor ❑ Engineer 11 Owner ❑ Architect 3rd Inspector: PSI Method Fracture Type 4110 C 1231 Shear RECEIVED CITY OF TUKWILA MAY 2 8 2015 PERMIT CENTER Date Mailed: Tested By: Mike Blackwell Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly forbidden. Field Report Report #: 062463 AAR. Testing Laboratory., Inc. 7126` 180:#t ,Ave.N.k., Park 18,0, Suite Cl04, Redmondi WA 90052 ,Pbone,425881,5812 Fax 5481 44 Client: Burke Gibson LLC 702 Third St. S.W. Aubum, WA 98101 Contact Scott Gibson Project Number: 15-243 Permit #: D14 0376 Project Name: 455 Andover Renovation Address: 455 Andover Park E. Inspection Performed: Epoxy Date: 5/13/2015 Time: Temperature: 1. New patio horizontal #4 and vertical #5 into existing foundation, to match new CMU wall rebar. 2.Loading dock wing walls, #5 horizontal at 12" on center 3. CMU wall to foundation wall at 1/E.5-#4 horizontal. All holes drilled to 4" embed as per detail 4/S2.1, wire brushed and compressor blown to clean, dry. Rebar set in Hilti RE 500 epoxy, expires 10/2015. RECEIVED CITY OF TUKWILA MAY 2 8 2015 PERMIT CENTER Distribution: Distribute Client Q Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Panov, Krasimir Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 4i Field Report Report #: 62595 Testing Laboratory; inc. 7126 160th Ave .N.E , P'ark 18b, Suite C101, Redmond, WA 98052 Ph_ane.425.861,581:2'faxs425 881r544# Client: Burke Gibson LLC 702 Third St. S.W. Aubum, WA 98101 Contact: Scott Gibson Project Number: 15-243 Permit #: D14 0376 Project Name: 455 Andover Renovation Address: 455 Andover Park E. Inspection Performed: Welding Date: 5/20/2015 Time: Temperature: Performed a visual inspection of welding on structural steel. Canopy framing north and east elevator, per drawing, S1.1. All welding per AWS D1.1 and per plan. Welder Travis S. Slovernick; W12976, expires: April 2016. RECEIVED CITY OF TUKWILA MAY 2 8 2O4,5 PERMIT CENTER Distribution: 0 Distribute Client ® Distribute Contractor ❑ Distribute Engineer [] Distribute Owner Q Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 16 Field/Material Report Report #: 084774 A.A.R. Testing Laboratory, Inc. 7128 180th Ave.N.E,, Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax425.881.5441 Client Name: Contact: Burke Gibson LLC Scott Gibson Client Address: 702 Third St. S.W. Date: Aubum, WA 98101 5/8/2015 Project Number: Permit # Project Name: Address: 15-243 D 14-0376 455 Andover Renovation 455 Andover Park E. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Miles Concrete 202 01500 m176 142555 5 11/33 3000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (az/yard): Admixtures (oz/yard)) : Inspection Performed: Reinforced Concrete Location: All the exterior wall footings and column pads Grid Lines: 43 F 55 F ASTM C 1064 % ASTM C 231 4 " ASTM C143 8:00:00 AM 10 ByWhom: Contractor Remarks: Resteel was inspected prior to pour and it was in conformance with the drawings S1.1 and S2.1 by grade, size, location, lap splices and concrete cover. Concrete was placed via pump and mechanically consolidated. Added onsite water was less then allowed per delivery ticket. At grid 11, epoxy installed dowels into exisiting concrete. Dowels were per S1.1, epoxy adhesive was Hilti HITRE500, exp. 10/2015 with embedment of 4". [J Conforming to approved plans Inspector: Shprits, Yevgeniy 2nd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age 1504538 5/15/2015 7 Distribution: 3rd Inspector: Size Area Set # Total Load PSI Method Fracture Type 4 X 8 12.56 1/1 47430 3780 C 1231 Shear El Client Q M• unicipality ❑ D• istribute Other • Contractor ❑ Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: J. Hoover Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Field Report Report #: 060309 A.A.R. Testing Lat oratory,; Inc. 71281801h, Ave:l► .E.,, Park 1'80, Suite C1 Ph a 426 8$ i..5812 Fax<:4254M1,.5441 Client: Burke Gibson LLC 702 Third St. S.W. Auburn, WA 98101 Contact: Scott Gibson Redrlr ond, WA,.90052 Project Number: 15-243 Permit #: D14 0376 Project Name: 455 Andover Renovation Address: 455 Andover Park E. Inspection Performed: Welding Date: 4/20/2015 Time: Temperature: Inspection took place at AAA welding Fab. shop. Performed a visual inspection of shop welded structural steel. Mark numbers 1A and 1 B. All welding per AWS D1.1 and per plan. RECEIVED CITY OF TUKWILA MAY 0 6 2015 PERMIT CENTER Distribution: sz Distribute Client J Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field Report Report #: 060320 A.A:R. MsToting Laboratory, loc. 7126180tb,Ave,wN:E., Park 180, Suite•C101, Redmond, WA.98052 P ut423.80381 Fat,425 83i ,5441 Client: Burke Gibson LLC 702 Third St. S.W. Aubum, WA 98101 Contact: Scott Gibson Project Number: 15-243 Permit #: D14 0376 Project Name: 455 Andover Renovation Address: 455 Andover Park E. Inspection Performed: See below Date: 4/21/2015 Time: Temperature: Verified installation of Powers Spike MH, 1/4" x 4" at east and partial north, at top of concrete spandrel at 10" on center. Galvanized wood screws allclips, verified, torqueing and installation of Simpson wedge anchors 3/4" with 6" embed, 7 anchors. See report 3/31/2015, torqued to 150 lbs. Epoxy anchors for strong back columns, per 1/S2.2, 5/8" diameter, 5 5/8" minimum embedment use of Hilti RE 500, expires 8/2015, holes clean. All placed per plan. RECEIVED CITY OF TUKWILA MAY 0 6 2015 PERMIT CENTER Distribution; 0 Distribute Client I Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner O Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden MSD/CSD/DSD Split Drive Anchors - Anchor Systems.,. Simpson Strong -Tie Page 1 of 2 www.strongtie.com » .-o—e > ?•oc..cts > A^c^o• Svs:ee—s > Vec^a^ca A^.c^o•s MSD/CSD/DSD soil: Drlve Anchors SIN1PSON The Split Drive anchor is a one piece anchor, with a split -type expansion mechanism on the working end. As the anchor is driven into the hole, the expansion mechanism compresses and exerts force against the walls of the hole. Can be installed in concrete, grout -filled block and stone. Available in mushroom, countersunk and duplex -head styles. The duplex head Split Drive is designed for temporary fastening applications and can be removed using a claw hammer. 1 Warning for CSD and MSD only: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive I environments. Accordingly, use these products in dry, interior and non -corrosive environments only. GALLERY: roll over images mow to see larger image CSD MATERIAL eat-treatec carbo^. s:ee. FINISH e a:ec a c "'Cc"a"'ca ) ga va•'./ec INSTALLATION See pc: ow. MSD/CSD/DSD Product Data DSD Size (in.) V. x 1 % F/. x 2 / x 2 % /. x 3 Model Head Style/ No. finish Dnl1Bit Dia. (in.) Quantity ---- . Box : Carton MS025112 MS025200 MS025212 lMushroom- Head MS025300 Zinc Plated 100 500 100 + 500 100 500_ 100 400 i 100 I 400 %. x 31/ MS025312 iNTMWGiriraMMENNIMMI iliTIELViEl 54x:1'h CSD25112 100 500 '/ x•2 •0S025200 100 1 500 1/4x 2' C5D25212 Countersunk t 100 500 '/. x 3 CS025300 ZincPlated Zi 100 400 '/ x 3'% CS025312 1 100 1 400 '/ x 4 CS025400 1 100 1 400 '/ x 3 CS025300MG 1 Countersunk Head • 100 400 ,.._"4 x 4 --_ CSD25400MG Galvanized' IA 100 I 400 54 x 3 0S025300 i Duplex Head - 1/ 100 I 400 I Zinc Plated I. Mechanica' gaivanizing meets ASTM B695, Crass 55, Type 1. Intended for some pressure -treated wood s;l' plate I LINKS: • A^c-or Svs:e-.s''o., ct G be • A^c!-.c• Sys:e•-.s Ca:a cg • V ate' a Safety Da:a S^ee: • V a:e'.a Safe:y Da:a S-.ee: en Espanol c= D=: • Va:e':a. Sa`e'v :a'e S-ee: en Frangat�°c= D N-oa7‘o 3/8" washer works with this too! RECEIVED CITY OF TUKWILA APR 2 7 2015 PERMIT CENTER http://www.strongtie.com/products/anchorsystems/mechanical/split-drive/ 4/15/2015 w .4_. ' .ISD/CSD/DSD Split Drive Anchors - Anchor Systems - Simpson Strong -Tie Page 2 of 2 aoo::ca:io.^.s. No: for ::se ^ o ^e corrosive or outdoo env ro^r'e^ts. See ^o^os'o^ :rb'r.a''on'or. deta::s. MSD & CSD Tension and Shear Load Values in Normal -Weight Concrete Drill Size Bit (In.) Dla. (in.) Min. Tension load (lbs.) I Shear Load (lbs.) Embed. Min. psi (en) Spacing Dist Ultimate Allowable Ultimpsi ate 'Alowable (in•) Load Load Load Load r/a v, 1 h/ j 2% 3 655 165 970 240 DSD Tension and Shear Load Values in Normal -Weight Concrete (in) Drill Dia. (In.) Embed. (in l Min Spacing Min. DEist. (tn.) Concrete Compressive (psi) Tension Load (lbs.) Shear Load (lbs.) Ultimate Load Allowable Load Ultimate Load Allowable Load r/a r/e 1 1 % I 2'h i, 3 2500 ' 800 200 2480 620 PA r/s i 1'A i 2'4 j 3 4000 ` 1060 i 265 2740 685 INSTALLATION Caution: Overs:zee -o:es'r.the base nateria: wii reauce:he a^cnor's ioao cacac'ty. For CSD and VSD, ernbec" ent depths greater :rah 4'/2' Tay ca.,se bend'rg rsta •a.:o^ • 1. a o e :^tne base "'a e' a ..s ng a ./L d!arreter ca'o:oe t'oped d . D ne no e o :^e sce ec a .oeo acep:-.a-o pow cean s. g co^D.essea a. Ate a.:vey a .:'e hoe deep enough to accontmooa:e er:oeomen: depth. and d:,st'ror- dr:: ng. Overhead : sta.:a:'ohs neeo not be o.own c:ean. • ?as':'o^`x:✓e arc '-se': Sb'- D''ve a^c-o' ^'c:.g^ `x:,;'e ^o e. CSD a^c Vs:, 3/8 c'a'-e:e- `'x:..'e ro a s'eco"--"o-cec `o -a'c `x:..'es s..c- as s:oe. • „ :JS:J.. 5/'6 c a"o:o•' x:..'e^o o s 'eco'--e^cec. • .J've a^c^o' "etc- s '...s" aga'n s:`x:_'e. WWF Installation Sequence cra ,e�-�Oad jr • .. "moo. u oOO ,4 0 0. O',.'v O ,o...Od ".o. o 00 •s"e• V o0o;: O ,o., OaB o e'f'o. u o0 • ,o DSD may be removed with a claw hammer http://www.strongtie.com/products/anchorsystems/mechanical/split-drive/ 4/15/2015 1/t3371\14031 i55 m,,,., pat ead ,.+.3. Own\M.&14002 ,,.6.3., R -'I 'AU - 5- REVIEWED FOF CODE COMPLIAI� APPROVED SEP 0 1 2015 Navd aV3 sL 0 f'. {f1HMNHHi+HttI:1:1:41-+ff : ' V YI'.i'r HHI'. F".+111' 1101'47'29i 315.00' a .7iHii:ti}H: 11'+i-Hi:'+:{illilii:i-iifi{tii:'F}! IiHfHi_::lilt:l';;`I:;II::::I:;.tk-Hti-4N;li.l:l:.:lllk4+41 t:;isiIIH-Hi+H-;Ill:EiNHlit:1;:11111:1 H1; 1:+}tfH'Ffi11:1'111:,1:{;Illl 04,{{{{yH{HII.'=1:{ii �Hyh • if-tf f:+fl?!i t.:1;:.itHH-':+h+ifiiFHiHtui{H+iH+iHN�Hi+!*!1tHNii'`iii' 2I0'-0• CORRECTION LTR#__ \\\\\\\X\Nt- 501•47•29•W_015.00' .IF 1:I:;f:.:I.:il::::.'I..i.l:..11:i;l.l;;l.i:l.l.:lt py € ECE lea I� ANDOVER PARK EAST . o • I L� \�1 •8 AUG 2 1 2015 PERMIT CENTER SITE PLAN is` REMODEL FOR '°° „ m „ MUELLER LANCE & ASSOCIATES 455 ANDOVER a tm NENewRLL 14 082914UPDATE 11 19914 A I A 3 ,� ' T s n WA z 0 LAKESIDE ~SUITE 250 EA E, 98 2 • 12061 325-2553 ANDOVER PARK EASTifel TUKWILA, WASHINGTON .a ,.�KO,E1 9.14 91991 ,,,L r 2014 Ea, m ikl. NA1ENG,NEERS STRUCTURAL Engineers Northwest Inc., P.S. PII.'lI 455 ANDOVER PARKWAY Tukwila, WA SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR TENANT IMPROVEMENT (NEW MEZZANINE FRAMING) REVJSIONNOJ_ v671c 2012 International Building Code May 13, 2015 ENW Project No. 14000092 DID- o37., .• WED FOR F'.;b b CQQMPLIANCE AOPROVED JUL 15 2015 City of Tukwila NAMING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2015 PERMIT CENTER • 9725 Third Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com -Wl/ 2_ FI IN% ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # (J ,r PROJECT SUBJECT Mel 9725 THIRD AVE NE, SuirE 207, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 URE ELEVATOR AND MACHINE ROOM. CUT OUT, INSTALL PIT AND INSTALL TEMP. COVER AS PART OF THIS PERMIT. GENERAL 0 1,0 101 new cf )II r; r (No NEW KITCHEN TYPE COUNTER WITH CABINETS BELOW AND ABOVE 17'—O` VERIFY EXISTING BEARING WALL TO DATE SHEET 1 3'-6' GLASS RAIL ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD Ave NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 PROJECT # PROJECT 44 ; ,414 tver SUBJECT DATE SHEET Z OF ENWENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # PROJECT ? SUBJECT Metz is L. • 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 DATE SHEET 43 OF BY A/VW Property of Engineers Northwest, Inc., Seattle, WA- Use by others unlawful * x x * WOOD DESIGN WITH COMBINED AXIAL COMPRESSION & BENDING CODE: IBC 2003/NDS 2001 INPUT PROJECT NO.: PROJECT NAME: MEMBER DESCRIP: 455 Andover H1 posts IS THE MEMBER GLU-LAM. SAWN, MSR a., SOUTHERN PINE PSL LVL, OR LSL? TYPE OF WOOD MEMBER= NAILED OR BOLTED BUILT-UP COLUMN. Member Information Length (ft) I. (ft) b (in) d (in) Ix (ft) ly (ft) Fb (psi) F, (psi) Fr (psi F„i (psi) E (psi) Ex (psi) Ey (psi) 13 13 5.5 5.5 13 13 900 1,350 725 625 1,600,000 1,600,000 1,600,000 SAWN NO (SPECIES Allowable Stress Design factors Co CM • 1 emperature (deg F) CF(Fb) CF(pb) CF(Ft) C, C; CL CV CP Kf 1 NO 70 1.1 1.1 1.2 1 NO 0.996 1.000 0.361 1 DF wx (Ib/ft) GRADE Member Loads P (Ib) wx (lb/ft) (in2) P (Ib) -6800 10 30.25 S (in') A (ire) Mx (in-Ib) R (Ib) 27.73 30.25 2535.0 65.0 ACTUAL STRESSES lb (psi) 91 f, (psi) 0 t< (Psi) 225 f=id(psi) 225 I. (in) 287.04 Rd 7.22 KbE 0.439 FbE (Psi) 13458.75 F*bx (psi) 990 F'bx (psi) 986 (psi) 625 Req'd Ab<9 bm (in2) 0.104 Req'd Aba col (in2) 10.880 (IJd)x 28.36 (I,./d)y 28.36 KcE 0.3 FbE (psi) 596.65 F•, (psi) 1485.00 c 0.8 Pc (psi) 536 F', (psi) 870 Pe (Ibs) 26317.5 ALLOWABLE TENSION LOAD W/O LATERAL LOAD Pa (lbs) 16216.3 ALLOWABLE COMPRESSIVE LOAD W/O LATERAL LOAD Ib,9 bm (in) Ib,9 col (in) 0.02 REQ'D BRG LENGTH FOR BEAM SUPPORT 1.98 REQ'D BRG LENGTH FOR COLUMN MEMBER IBUILT-UP COLUMN SLENDERNESS RATIO IS N.A. BENDING UNITY EQUATION TENSION UNITY EQUATION COMPRESSION UNITY EQUATION TENSION AND BENDING UNITY EQ. COMPRESSION & BENDING EQ. 0.09 0.00 0.42 0.00 0.32 MEMBER IS OKAY Program limitations: 1. The uniform distributed load is applied to narrow face of the member (bends about strong axis). For a built up member, this may not be the case (e.g. for a 5-2x6 member the member would be entered as b = 7.5" and d = 5.5.) 2. Pinned end member " • * Property of Engineers Northwest, Inc., Seattle, WA- Use by others unlawful "' ' WOOD DESIGN WITH COMBINED AXIAL COMPRESSION & BENDING CODE: IBC 2003/NDS 2001 INPUT PROJECT NO.: PROJECT NAME: MEMBER DESCRIP: 455 Andover H2 post IS THE MEMBER GLU-LAM. SAWN MSR MEL SOUTHERN PINE, liy1 OR LSSL,? TYPE OF WOOD MEMBER= SAWN (SPECIES NAILED OR BOLTED BUILT•UP COLUMN* NO Member Information Length (ft) le (ft) b (in) d (In) Ix (ft) Iv (ft) Fb (psi) Fe (psi) Ft (psi) Fei (psi) E (psi) Ex (psi) Ey (psi) 12 12 3 5.5 12 900 1,350 725 625 1,600,000 1,600,000 1,600,000 Allowable Stress Design factors Co CM I emperature (deg F) Cr(Fb) CF(FN) C=(Fp Cr CI CL CV CP Kt NO 70 1.1 1.1 1.2 NO 0.986 1.000 0.413 DF wx (Ib/ft) GRADE Member Loads P (lb) wx (lb/ft) A„1(in2) P (lb) -1600 10 16.5 S (in') A (in`) Mx (in -lb) R (lb) 15.13 16.50 2160.0 60.0 ACTUAL STRESSES fb (psi) 143 f1 (psi) 0 e (Psi) 97 felpi (Psi) 97 le (in) 264.96 Ro 12.72 KbE 0.439 FbE (psi) 4337.94 F*bx (psi) 990 F'bx (psi) 976 F'ej. (psi) 625 Req'd Abro bm (in2) 0.096 Req'd Ab,B col (in2) 2.560 (le/d)x 26.18 (Ie/d)y 4.00 KcE 0.3 F0E (psi) 700.23 F*e (psi) 1485.00 c 0.8 Fe (psi) 614 F', (psi) 870 P, (Ibs) 14355.0 ALLOWABLE TENSION LOAD W/O LATERAL LOAD Pa (Ibs) 10127.0 ALLOWABLE COMPRESSIVE LOAD W/O LATERAL LOAD Iby bm (in) 0.03 REQ'D BRG LENGTH FOR BEAM SUPPORT col (in) 0.85 REQ'D BRG LENGTH FOR COLUMN MEMBER BUILT-UP COLUMN SLENDERNESS RATIO IS N.A. BENDING UNITY EQUATION TENSION UNITY EQUATION COMPRESSION UNITY EQUATION TENSION AND BENDING UNITY EQ. COMPRESSION & BENDING EQ. 0.15 0.00 0.16 0.00 0.19 MEMBER IS OKAY Program limitations: 1. The uniform distributed Toad is applied to narrow face of the member (bends about strong axis). For a built up member, this may not be the case (e.g. for a 5-2x6 member the member would be entered as b = 7.5" and d = 5.5.) 2. Pinned end member FiLC ENWSTRUCTURAL ENGINEERS Engineers Northwest inc., P.S. Permit No. 455 ANDOVER PARKWAY Tukwila, WA STRUCTURAL CALCULATIONS FOR TENANT IMPROVEMENT 2012 International Building Code October 31, 2014 ENW Project No. 1400009 •, REVIEVeD FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 pg 1{4 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER o;10 • 9725 Third Avenue NE . Seattle, WA 98115 206.525.7560 . fax 206.522.6698 www.engineersnw.com Design Maps Summary Report Page 1 of 2 riN Design Maps Summary Report User -Specified Input Report Title 455 Andover Fri October 31, 2014 15:28:04 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.453°N, 122.2513°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ntPr s000m. v . .oiukwila Vachon 3 A.c,;P HARBOR rniap-que.st USGS-Provided Output Ss = 1.446 g S, = 0,538 g Lj,: SPaTe 1 fP 11/7 II I . ii1 D Moir;es S„S= 1.446g S„1 = 0.807 g it �Gst�, pent0h a1gs Sas = 0.964 g Sol = 0.538 g r SOitlr Eav Re nto31 - Hlia felantis , For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MICE51 Response Spectrum :Design Response Spectrum 1.0• 1la1 1.3§ 0SOi .w Y it 0.F5 I 0 O /n 000.4 0 40 • 0.45 t`-�. 0 ':).Of 3.15 • 010 f Q.GO 1 # i. I I f f 1 0_e91 f I 1 i 0 00 0.?0 :0 40 O.Gi: d $a 1.011 t.30 I .40 1.Go 1 Af1 ' .90 11.0!0 a 20 n so 4 GO .0-00 Ceti 1.20 1.4t 1. fif, 1.0 1 0i Period. T (sec) Period. T (sec) http://ehp4-earthquake. cr.usgs. gov/designmaps/us/summary.php?template=minimal&latit... 10/31 /2014 ENGINEERS -NORTH W EST, INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET OF * * * * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful * * * * ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 28 MWFRS (Envelope Procedure)- Low -Rise Buildings Input Cells = Project Number: Andover 1 Project Name: Design By: Program Limitations: 1. Mean roof height h less than or equal to 60 ft. 2. Mean roof height h does not exceed least horizontal dimension. BUILDING AND SITE INFORMATION INPUT Building width, B = 205 ft (perpendicular to ridge) Building length, L = 380 ft (parallel to ridge) Building eave height, he = 28 ft Building ridge height, hr = 28 ft Height of parapet, hp = 28 ft Roof slope, s = 0,25 in./ft. = 1.19 degrees Is roof a gable or hip = Risk Category Wind velocity, V = Exposure = Topographic factor, Ka = Wind directionality factor, Kd = Bldg internal pressure condition = miThr = 85 mi/hr (ASD) OUTPUT Mean roof height, h = 28 ft 2a = 22.4 ft h/L = 0.07 h/B = 0.14 Internal Pressure Coeffs, GC0 = 0.18 -0.18 Pressure exposure coeff, Kb = 0.97 Velocity pressure, qh = 25.54 psf MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) Wind Pressures for Low -Rise Buildings p = gh[(GCpf) - (GC0)] (Ib/ft2) Load Case A: Winds Perpendicular to Ridge Bldg Surface GCp1 Wind Pressure (Ib/ft2) LRFD ASD 1 0.4 10.3 6.2 2 -0.69 -17.7 -10.6 3 -0.37 -9.5 -5.7 4 -0.29 -7.5 -4.5 1E 0.61 15.6 9.4 2E -1.07 -27.4 -16.4 3E -0.53 -13.6 -8.2 4E -0.43 -11 -6.6 Internal pressure = +1- 4.6 psf (LRFD) +/- 2.8 psf (ASD) Note: 1. Sign Convention positive numbers denote forces toward the surface negative numbers denote forces away from the surface 2. Minimum wind design loads shall not be less than 16 psf (LRFD) multiplied by wall area of building and 8 psf (LRFD) multiplied by the roof area of the building projected onto a vertical plane normal to the assumed wind direction (see Sect. C27.4.7 & Figure C27.4-1) 3. Internal pressure cancels when Zones 1 & 4 and 1 E & 4E are combined, but adds or subtracts at Zones 2 & 3 and 2E & 3E that do not have directly opposing loads. wdworo Corner Load Case A ASCE7-10 Wind Loads Low Rise Input ENGINEERS -NORTH WEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET OF Load Case B: Winds Parallel to Ridge Bldg Surface GCpf Wind Pressure (Ib/ftZ) LRFD ASD Windward Corner Load Case B Internal pressure = +/- 4.6 psf (LRFD) +/- 2.8 psf (ASD) Note: 1. Sign Convention positive numbers denote forces toward the surface negative numbers denote forces away from the surface 2. Minimum wind design loads shall not be less than 18 psf (LRFD) multiplied by wall area or building (see Sect. C27.4.7 8 Figure C27.4-1). 3. Internal pressure cancels when Zones 1 8 4 and lE & 4E are combined, but adds or subtracts at Zones 2 8 3 and 2E 8 3E that do not have directly opposing loads. MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) Wind Pressures for Parapets Pressure exposure coeff, K= = 0.97 Velocity pressure, qp = 25.54 psf (LRFD) pp = gp(GCp„) (Ib/ft2) Windward parapets, pp_wind = 38.3 Leeward parapets, pp_lee = -25.5 psf (LRFD) psf (LRFD) positive numbers signify net pressure acting toward the exterior side of the parapet negative numbers signify net pressure acting away from the exterior side of the parapet Wind Pressures for Roof Uplift Roof uplift load up to 22.4 feet from exterior walls, p = -27.6 psf (LRFD) Roof uplift load more than 22.4 feet from exterior walls, p = -17.9 psf (LRFD) ASCE7-10 Wnd Loads Low Rise Input IFNW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT tl tki Vr SUBJECT Profis Anchor 2.4.9 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Andover TI canopy 10/30/2014 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TX - SS 304 3/8 (2) Effective embedment depth: het,aa = 2.000 in., hnom = 2.313 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013 15/1/2015 Proof: design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.190 in. Anchor plate: Ix x I, x t = 4.000 in. x 6.000 in. x 0.190 in.; (Recommended plate thickness: not calculated) Profile: S shape (AISC); (L x W x Tx FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. Base material: cracked concrete, 3000, fo' = 3000 psi; h = 6.000 in. Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [lb, in.lbj z T 1.6 (`02) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.9 2 Andover TI canopy 10/30/2014 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 377 230 230 0 2 377 230 230 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 754 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension Toad Tension „I 1 Load Nua [Ib] Capacity On [Ib] Utilization f = Nual)Nn Steel Strength* 377 4476 .9 Pullout Strength* 377 1666 23 Concrete Breakout Strength** 754 2853 27 anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nsteet z Nua Variables n Ase,N [in.2] tuts [psi] 1 0.05 115000 Calculations Nsa [lb] 5968 Results Nsa [lb] ()steel • Nsa [lb] Nua [lb] 5968 0.750 4476 377 3.2 Pullout Strength Npn= Np,2500 Y fc 2500 Npn,l Nua refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 Variables {o [psi] ?.a Np,2500 [Ib] 3000 1.000 2340 Calculations 2500 1.095 Results Na, i [Ib] 2563 Oconuete 0.650 Nmf,, [Ib] Nua [Ib] 1666 377 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profs Anchor 2.4.9 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 3 Andover Tlcanopy 10/30/2014 3.3 Concrete Breakout Strength Variables he, [in.] 2.000 cac [in.] 3.875 Calculations) ANc [In2] 60.00 Results N [Ib] 4389 eci,N fin.] 0.000 k, 17 ANw [In.2] 36.00 concrete 0.650 ACI 318-11 Eq. (D-4) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) ec2,N [in.] ca,min fin.] tllc,N 0.000 1.000 fc [psi] 1.000 3000' thect.N 1Wec2,N wed,N 1Vcp,N Nb [Ib] 1.000 1.000 1.000 1.000 2634 Ncbg [Ib] Nua [lb] 2853 754 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilt AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.4.9 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 4 Andover TI canopy 10/30/2014 4 Shear Toad Load Vua [Ib] Capacity .Vn [Ib] Utilization (iv = Vua/;Vn Status Steel Strength* 230 3068 8 Steel failure (with lever arm)* N/A N/A N/A Pryout Strength** 460 3073 15 Concrete edge failure in direction ** N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-1917 Vstee! > Vua ACI 318-11 Table D.4.1.1 Variables n Ase,v [In.21 fora [psi] 1 0.05 115000 Calculations Vsa [Ib] 4720 Results Vsa [Ib] 44steel Vsa [Ib] Vua [Ib] 4720 0.650 3068 230 4.2 Pryout Strength ANc Vc — k [ ANce) yrec.N Wed,N Wc,N lycp,N Nb]1 $ Vcpg Z Vua ANc see ACI 318-11, Part D.5.2.1. Fig. RD.5.2.1(b) ANco = 9 het 1 yec,N _((1 + 3 he'll e2 eN 51.0 Wed,N = 0.7 + 0.3 Ca-min)l 5 1.0 1.5her/ tycp,N = MAX Ca=min 1.5hef) a 1.0 ` (( 'ac Cac Nb = kc ? 47b hei ACI 318-11 Eq. (D-41) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) Variables kcp hef [in.] eci_N [in.] ec2,N [in.] Ca,,,,, [in.] 1 2.000 0.000 0.000 Wc,N Cac [in.] kc J a fc [PSI] 1.000 3.875 17 1.000 3000 Calculations AN. [In•21 ANco [in.2] lyecl,N fi ec2,N Wed.N f/cp,N 60.00 36.00 1.000 1.000 1.000 1.000 Results Vcpg [Ib] 41)concrete + VcP9 [lb] Vua [Ib] 4389 0.700 3073 460 Nb [Ib] 2634 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.hilti.us Profis Anchor 2.4.9 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 5 Andover TI canopy 10/30/2014 5 Combined tension and shear loads RN p p0.264 YNvp = i3 + <= 1 {3v 0.150 Utilization 13N,v [%] Status 5/3 16 OK 6 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The cb factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Hilti post -installed anchors shall be installed in ee-with.the Hilti Manufacturer's Prirrte l- tion Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE. N.E. (SUITE207) SEATTLE, WA. 98115 ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 30 - Components & Cladding - h 5 60'-0" Input Cells = Project Number: 14000092 Project Name: Andover Location: Design By: Program Limitations: 1. Building must be a tow -rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. Property of Engineers Northwest, Inc., P.S.- Use by others unlawful " " " " " BUILDING AND SITE INFORMATION INPUT Building width, B = 205 Building length, L = Building eave height, he = Building ridge height, hr = Height of parapet, hp = Roof slope, s = Is roof.a gable or hip = Risk Category Wind velocity, V = Exposure = Topographic factor, Kr = Wind directionality factor, Kd = Bldg internal pressure condition = Wall Effective Wind Area, EWA = 380 28 0.25 in./ft. Gable " II 110 B 1 0.85 Enclosed 1 ft ft = 1.19 degrees mi/hr = 85 mi/hr (ASD) z Roof Effective Wind Area, EWA = "" uz OUTPUT Mean roof height, h = 28 ft a = 11.2 ft Internal Pressure Coeffs, GC0 = 0.18 -0.18 Pressure exposure coeff, Kh = 0.7 Velocity pressure, qh = 18.43 psf COMPONENTS AND CLADDING (C&C) p = gh[(GCP) - (GC0)] (Ib/ft2) Wind Pressures for Walls with h 5 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Bldg Surface 4 & 5=- 16.1 psf (LRFD) = 9.7 psf (ASD) Wind Pressures Acting Away From Surface Bldg Surface 4 = -17.7 psf (LRFD) = -10.6 psf (ASD) Bldg Surface 5 = -18.9 psf (LRFD) = -11.3 psf (ASD) ASCE7-10 Wind Loads Low Rise C&C ENGINEERS -NORTH WEST, I NC. P. S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET OF Wind Pressures for Roofs (gable roofs, & hip roofs) with h <_ 60' `Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Roof Surface 1, 2 & 3 = 7 psf (LRFD) = 4.2 psf (ASD) Wind Pressures Acting Away From Surface Roof Surface 1 = -19.9 Roof Surface 2 = -23.6 Roof Surface 3 = -23.6 psf (LRFD) = -11.9 psf (ASD) psf (LRFD) = -14.2 psf (ASD) psf (LRFD) = -14.2 psf (ASD) Wind Pressures Acting Away From Surface (Overhang) Roof Surface 1 = -25.5 psf (LRFD) = -15.3 psf (ASD) Roof Surface 2 = -25.5 psf (LRFD) = -15.3 psf (ASD) Roof Surface 3 = -14.7 psf (LRFD) = -8.8 psf (ASD) _IaI es -1 I 5. if a parapet equal to or higher than 3 ft (0.91r0 is provided around the perimeter of the roof with 0 <_ 7°, the negative values of GC5 in Zone 3 shall be equal to those for Zone 2 and positive values of GC. in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1. Wind Pressures for. Parapets (gable roofs, & hip roofs) with h 5 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Pp = gp[(GCp) - (GC0)1(Ib/ft2) Velocity pressure, qp = 18.43 psf Parapet Load Case A Wind Toad @ corner, pp = 33.1 psf (LRFD) = 19.9 psf (ASD) Wind load not @ corner, pp = 33.1 psf (LRFD) = 19.9 psf (ASD) Parapet Load Case B Wind load @ comer, pp = 28.4 psf (LRFD) = 17 psf (ASD) Wind load not @ corner, pp = 27.2 psf (LRFD) = 16.3 psf (ASD) Windward parapet Leeward parapet Load Case A Load Case ft Fig 304-1 Positive Well '--- Pressure Zane 4115 Fig 30.4-2A • 2C Negative Wall Pressure Zane 23.3 Top of parapet Flg. 30.4-1 Posy✓ve Wall - Pressure Zone 4s5 Fig. 30.4.1 A -A. Negative Was Pressure Zone Oe 5 llp n ASCE7-10 Wind Loads Low Rise C&C ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET OF Rev. 6/25/04 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * JOB # JOB NAME :-Andover FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: -new o enin Input cells = HSS TOP 22.33 ft. WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) r=3 ft = ft_ WI W? — 0.000 _ 2.00 Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H/150) = ee Ss Weft = 10.00 7X7X1/4 46.5 in.4 36.08 in.4 13.3 in.3 6.95 in.3 1.68 in. 2.16 in. A = 0.3 3 hft= 2 h1ft= h= 12.00 8.00 2.00 ROOF ( Wall support ht. ) Duration factor = 1.00 strength wind Toad = 12.00 psf seismic Toad =_ 27.00 psf lateral design load = 27.00 rhpsf T = C = 2481 # (conn.just above door) T = C = 2197 # (top connection) MEXIST= 17223 (IN WALL HEIGHT "H" ) MTUBE = 17577 #-ft loading EtelM.. MAX. _ 2481 # @ WALL CONKS V MAX. = 2552 # @ TS BASE CONN WALL WITH HSS 7X7X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 7X7X1/4 weighs 22.42 pif Strongback 10/31/2014 Pagel STRBACK ENGINEERS NORTHWEST, INC., P.S. SHEET OF 9725 THIRD AVE NE (SUITE 207) SEATTLE, WA 98115 * * * * * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 29 Design Wind Loads Solid Freestanding Walls Input Cells = -''� Project Number: 14000092�. Project Name: Location: Design By: Program Limitations: Hit 1. Only finds wind Toads for freestanding walls (h = s) BUILDING AND SITE INFORMATION INPUT Wall width, B =r 10 ft Wall height, s = h = Risk Category = Wind velocity, V = 110 mi/hr = 85 mi/hr (ASD) Exposure B B = 10 ft Topographic factor, Kr = Wind directionality factor, Kd = 0.85 Gust -effect factor, G = ...0.85 s=h (4 Ground surface —\ ELEVATION VIEW CL 0.05 h = 0.4 ft s=h Ground surface CROSS-SECTION VIEW CASE A (PLAN VIEW) OUTPUT Pressure exposure coeff, Kh = 0.57 Velocity pressure, qh = 15.01 psf AS = 80 sf F„ = gh G Cf As Centroid of As = 4 ft Design height for force F„ = 4.4 ft Case A & B h=s=8ft CL CL 0.2 B 0.2 B F ; 0.2B = 2 ft CASE B (PLAN VIEW) Cf = 1.438 p„ = 18.35 psf F„ = 1468 lb = 6459.2 ft-lb (@ ground surface) M„_waii/ft = 645.92 ft-lb/ft (@ ground surface) Note: To convert to ASD multiply loads by 0.6 F ASCE7-10 Wind Loads Low Rise Freestanding Walls Project # :- 14000092 Project name :- Andover 8'-0" High CMU Cantilevered Dumpster enclosure wall ENGINEERS -NORTHWEST, INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, inc., Seattle - Use by others unlawful SHEET OF -1B.O.F. 23 in. below grade CMU CANTILEVERED SCREENWALL WIND & SEISMIC DESIGN (with Slab on Grade lateral support). (overturning resisted by the slab -on -grade, dead load, friction and passive pressure) 2009 IBC/ASCE 7-05/ACI 530.08 Input Is the wall a Building or Site wall? Site Wall height (above slab) =E Wall length = fm = Fy S1 = Sds = Sd1 = Ip = Seismic Design Category = Is wall solid grouted ? ( Y or N ) Wind speed = Exposure = Iw = Kzt = Kd = Vertical load @ top of wall = Horizontal load @ top of wall = Horizontal load @ top of wall = CMU nominal thickness = CMU weight (Wp) = Reinforcing size # = CMU d = Footing bury (T.O.F.)= Weight of soil on footing = Footing concrete fc = Footing thickness = Footing "width" = Friction Coefficient f = Passive pressure allowable = Neglect soil top Wind 18.77 psf As = 0.05 sq.in./ft. 8.00 ft. 13.00 ft. 1500 •si 60 ksl 0.413 0.964 0.538 1.00 D N 85 m h B 1.00 1.00 0.85 0 plf 0 f 0 . If 8 in. 78 psf CEP' Mt0� ■5rt��. frein C1 i I Sec. 9.4.1 (Eq. 9.4.1.2.5-1) (Eq. 9.4.1.2.5-2) Sec.9.6.1.5 Tbls. 1616.3(1)&(2) (for shear) Tbl. 6-1 (Eq. 6-3) Tbl. 6-4 (Wind) (Seismic fpu) (for passive) Seismic �.225 * Wp = 17.58 psf working I< >I Horizontal Toad height = 8 ft. Wall tied to Slab on Grade Bury = 13 in. Ftg. =11.25 in. Thick orttCdalt id VI d Output Masonry (ASD) Em = 900 *fm = 1350 ksi Sec. 1.8.2.2.1 Es = 29000 ksi Sec.1.8.2.1 n = 21.481 =Es/Em k = (2on+(on)2 )1a -on j = 1-k/3 Fs = 24 ksi Sec. 2.3.2.1 fm = 500 psi Sec. 2.3.3.2.2 Fv= 0.039 ksi Eq. (2-26) Seismic - ASCE 7-05 Sec. 15.1.3 & 15.4.1.1b Fp dsn = Cs*Wp R = 3 Csu max. = Sd1*Ip/(T*R) = 1.888 Csu min. = 0.01 Csu calc. = Sds*Ip/R Csu calc. = 0.321 Csu dsn.= 0.322 Cs dsn.= 0.225 Fp dsn.= 17.581 psf ASD Mu = 0.322 *Wp*h*h/2+Ph*h (USD) Mu = 0.804 k-ft./ft. U.S.D. M = 0.563 k-ft./ft. A.S.D. V = 0.141 kif A.S.D. WIND - ASCE qw = qz*Gf*Cf Kz = 0.70 qh= 11.01 Gf= 1.100 B/s = 1.625 Cf = 1.4188 qw = 18.77 psf M = 0.661 k-ft. V = 0.150 klf 7-05 Sec. 6.5.14 Eq. (6-27) Table 6-3 Eq. (6-15) Sec.6.5.8.2 Width/Height ratio Fig. 6-20 Controlling loads M= 0.661 k-ft./ft. V= 0.150 k/ft. M allow.= 1.148 k-ft. Wall Stem Rei nq !use # 5 ( f o/c at wall centerline NOTE:- For the 3.5 foot wide footing input above:- 1.) The wall is stable against overturning 2.) The max. soil bearing "qs" is 3.) Provide transverse B.O.F. reinforcing As = 0.05sq. in./ ft. 4.) Footing shear checks O.K. w/o shear reinforcing 5.) Checked for both DL & .6 DL In combination with lateral DESIGN LOADS Seismic :- Cs = 0.225 ASD Wind= 85 mph Exposure B and lw = 1 ACI 530-08 (Eq. 12.8-1) Table 15.4-2 (6) (Eq. 12.8-3) max. (Eq. 12.8-5) min. (Eq. 12.8-2) calculated (Eq. 12.8-2) calculated (controls design of wall U.S.D.) (controls) working (A.S.D.) = 0.7 *Csu = Cs (ASD) Vertical loads P vertical = 0 pif P wail = 707 pif inc. to T.O.F.) P soil = 360 pif (above ftg.) P ftg. = 492 plf Sum P = 1559 plf @ B.O.F. ° rf (stem @ Slab on Grade) (stem @ Slab on Grade) (Max.,limit in stem, if reinf. @ 16" o/c) 1.533 891 O.K. F.S.>1 psf 110rteN rr iWfaGv "D 7"0 CI, 1119 TG 09 IBC CMU w. SOG Page 1 10/31/2014 ACI-08 SCREENWALL • • r ENWENGINEERS NORTHWEST, INC., P.S. ^••• STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT A iv 0 0 v( rt SUBJECT 62/9a- A et r TE r rx SHEET OF BY r L. • • • S • 7 Pi elf z-- ) = 7SpJ7 ! ! : e • ("V 14 p tertm. 4.1rtJ7 CmI C • , i , • . , • • • I • , • 1 • 1 • • .4; d3( r A.t ; • ; •• i I , . . : ! 4 • . ; . . . ; i..fIltit4 //tVi 0;11:0e0lj'Ati ilr-tC.J.:-1'.- :I. 0 ..(.'.7...2) • DATE • • . . • . ! ! ! ; I ; 6 , 3 3 ! - = 40 Z. LTZei.mi k 7-'.flo, i f/t-Iti bf 9/4v 5 ; ! o ,t72,ta k s !.f k/ .--: 229 0 oh 1 . ENGINEERS -NORTHWEST, INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET OF Wind Pressures for Roofs (gable roofs, & hip roofs) with h S 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Roof Surface 1, 2 & 3 = 7 psf (LRFD) = 4.2 psf (ASD) Wind Pressures Acting Away From Surface Roof Surface 1 = -19.9 Roof Surface 2 = -23.6 Roof Surface 3 = -23.6 psf (LRFD) = -11.9 psf (ASD) psf (LRFD) = -14.2 psf (ASD) psf (LRFD) = -14.2 psf (ASD) Wind Pressures Acting Away From Surface (Overhang) Roof Surface 1 = -25.5 psf (LRFD) _ -15.3 psf (ASD) Roof Surface 2 = -25.5 psf (LRFD) _ -15.3 psf (ASD) Roof Surface 3 = -14.7 psf (LRFD) = -8.8 psf (ASD) Ial' 5. if a parapet equal to or higher than 3 0. (0.9m) is provided around the perimeter of the roof with 0 5 7°, the negative values of GCp in Zone 3 shall be equal to those for Zone 2 and positive values of GC, in Zones 2 and 3 shall he set equal to those far wall Zones 4 and 5 respectively in Figure 30.4-1. Wind Pressures for Parapets (gable roofs, & hip roofs) with h <_ 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. pp = g,[(GCp) - (GCp1)] (Iblft2) Velocity pressure, qp = Parapet Load Case A Wind Toad @ corner, pp = Wind load not @ corner, pp = Parapet Load Case B Wind load @ corner, pp = Wind load not @ corner, pp = Windward parapet Load Case A 18.43 psf 33.1 psf (LRFD) = 19.9 psf (ASD) 33.1 psf (LRFD) = 19.9 psf (ASD) 28.4 psf (LRFD) = 17 psf (ASD) 27.2 psf (LRFD) = 16.3 psf (ASD) Leeward parapet Load Case 13 Fig 304-1 Pasiave Wall --► Pressure Zeno 485 t t t t fr Top of parapet • Fig. 30.4.1 • Negative Wall Pressure Zane but 2.0 p f- p..rtap f ry e ASCE7-10 Wind Loads Low Rise C&C •" ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful * * * * * ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 30 - Components & Cladding - h <_ 60'-0" Input Cells = Project Number: 14000092 Project Name: 455 Andover Location: Parapet framing accent metal Design By: TL _ Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT Building width, B =210 Building length, L = Building eave height, he = Building ridge height, hr Height of parapet, hp = 28 ftzoR Roof slope, s = 0.25 in.ift. = 1.19 degrees Is roof a gable or hip = Risk Category = Wind velocity, V = mi/hr = 85 mi/hr (ASD) Exposure = Topographic factor, KZ, = Wind directionality factor, Kd = Bldg intemal pressure condition Wall Effective Wind Area, EWA = 2 Roof Effective Wind Area, EWA = OUTPUT Mean roof height, h = 28 ft a = 11.2 ft Intemal Pressure Coeffs, GCp, = 0.18 -0.18 Pressure exposure coeff, Kh = 0.7 Velocity pressure, qh = 18.43 psf COMPONENTS AND CLADDING (C&C) p = gh[(GCP) - (GC0)I (Ib/ft2) Wind Pressures for Walis with h 5 60' *Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Bldg Surface 4 & 5 = 16.1 psf (LRFD) = 9.7 psf (ASD) Wind Pressures Acting Away From Surface Bldg Surface 4 = -17.7 Bldg Surface 5 = -18.9 psf (LRFD) = -10.6 psf (ASD) psf (LRFD) _ -11.3 psf (ASD) ASCE7-10 Wind Loads Low Rise C8C a x\1•o32 155 oaea•o• pork oast ,.9aoa\8 th4RmM11032 o1.0.21.5 -.4++r4N r?T' t dOlt# {jf04 +!; 41ik444144'+4 NdVd aVO sL 0 I 0 1'1:II -1:41 If N01'47'28"E 315.00' I{f:4411:1,1-4f44 f1i+NN k}t _rt!irHf ltf!'k_i 4Hi fii':tH1 4411 4.1i44 411 f'4:1+41?+ Ifti f iti+.1 of N14+41 iF-I.{-:ii1::II il_+:4 4i'f.if44+FfbFklklb:ftit:}Tf 4f+lsff+I4'f 4'.i1f' 41-1. k44W-i- :4 ,�a� ANDOVER PARK EAST ,i_d *4i444414444 41+11.f 44I.. PERMIT CENTER SITE PLAN REMODEL FOR 455 ANDOVER ANDOVER PARK EAST ;� po 11933 D —' LANCE MUELLER @ ASSOCIATES �I �9 oass,a 1.�,. 11 °"' ' 22Irax9sE. A R❑ I -I I T E C T s a l A TUKWILA,WASHINGTON data 'Alf m M.m Ms 130 LAKESIDE • SUITE 250 • SEATfLE. WA 913122 • 1205/ 325-2553 EXHIBIT MAP L APN 022340-0050 LOT 5 PROPERTY LINE S88'12'32"E 97.61' P.O.B. N.W. CORNER LOT 6/ S.W. CORNER LOT 5 APN 022340-0060 Lot 6 ANDOVER INDUSTRIAL 22 23 PARK NO 5 VOL 83 WEST EDGE OF DOOR JAM EXISTING BUILDING S88'12'32"E 72.72' w SN • Z N88'12'32"W 72.72' • d^- d- d- (1) " - EASEMENT LINE EXISTING BUILDING 1 EAST EDGE OF DOOR JAM PTN. OF NE1/4, SE1/4 SEC. 26, T23N, R4E, W.M. rn N t x rn co 0 i rn 03 CD co 0 0 co a LE SCALE: HORIZONTAL 1 "=40' VERTICAL N/A GHA & 18215 72ND AVENUE SOUTH Q KENT,WA 98032 Q1 e 2 425)251-6222 _l;_ ( e 425)251-8782 FAX %N % '� CIVIL ENGINEERING, LAND Ger ... "0 ENG%t10. ENVIRONMENTAL SERVICES DRAWN OBH For: 455 ANDOVER ANDOVER PARK EAST JOB NUMBER 16894 16894L.002.DOC Title: MANEUVERING AREA EASEMENT SHEET IDATE 5/1 4/201 4 1 LEGAL DESCRIPTION (MANEUVERING AREA EASEMENT) A PORTION OF THE SOUTH 44.50 FEET OF LOT 5 OF ANDOVER INDUSTRIAL PARK NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 5; THENCE SOUTH 88°12'32" EAST, ALONG THE SOUTH LINE OF SAID LOT 5 A DISTANCE OF 97.61 FEET TO THE POINTOF BEGINNING; THENCE NORTH 01°47'28" EAST, A DISTANCE OF 44.50 FEET; THENCE SOUTH 88°12'32" EAST, A DISTANCE OF 72.72 FEET; THENCE SOUTH 01°47'28" WEST, A DISTANCE OF 44.50 FEET TO SAID SOUTH LINE; THENCE NORTH 88°12'32" WEST, ALONG SAID SOUTH LINE A DISTANCE OF 72.72 FEET TO THE POINT OF BEGINNING. Project: 16894 455 Andover Park East May 14, 2014 16894exh01.dwg 16894L.001.doc OBH EXHIBIT MAP L APN 022340-0050 LOT 5 EASEMENT LINE PROPERTY LINE S88'12'32"E 97.61' P.O.B. N.W. CORNER LOT 6/ S.W. CORNER LOT 5 APN 022340-0060 Lot 6 ANDOVER INDUSTRIAL PARK NO. 5 VOL. 83, PG. 22-23 WEST EDGE OF DOOR JAM EXISTING BUILDING .— S8812'32"E 72.72, w co • 0 n in •t S88' 12'32 "E 72.72' EXISTING BUILDING EAST EDGE OF DOOR JAM PTN. OF NE1/4, SE1/4 SEC. 26, T23N, R4E, W.M. rn t x a) �r- rn co 0 T a) I) co 0 0 0 n ai SCALE: HORIZONTAL 1 "=40' VERTICAL N/A 18215 72ND AVENUE SOUTH s'c<• KENT, WA 98032 ?425 251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES (DRAWN OBH For: 455 ANDOVER ANDOVER PARK EAST JOB NUMBER 16894 16894L.001.DOC Title: MANEUVERING AREA. EASEMENT SHEET 1 of 1 IDATE 5/1 4/201 4 City of Tukwila Department of Community Development August 17, 2015 BOB FADDEN LANCE MUELLER & ASSOCIATES 130 LAKESIDE AV, SUITE 250 SEATTLE, WA 98122 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D14-0376 455 BUILDING - 455 ANDOVER PK E Dear BOB FADDEN, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Rev #2 calls for a trash enclosure inside the R/R easement. Provide R/R approval or written explanation that parking and trash enclosure can encroach into the R/R easement. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0376 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development August 17, 2015 BOB FADDEN LANCE MUELLER & ASSOCIATES 130 LAKESIDE AV, SUITE 250 SEATTLE, WA 98122 RE: Correction Letter # 1 to Revision #3 DEVELOPMENT Permit Application Number D14-0376 455 BUILDING - 455 ANDOVER PK E Dear BOB FADDEN, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. There are a number of clouded areas on the plans that are unidentified and unrelated to this revision. Some of the proposed revisions are not clouded. Provide a plan that clearly notes revisions related to this revision and cloud each change with a delta with revision number in the delta that clearly identifies these revisions (#3). 2. New openings (doors and/or windows) added to the revision shall include hardware specifications and other related specifications shown on the plan to include details as necessary. Also new walls shall be specified with its type and how it is seismically secured at the top independent of suspended ceilings. For new rooms or spaces include room dimensions, ceiling alterations, i.e. ventilation, lighting etc. 3. Architectural drawings, to include any engineering, produced by the registered design professional shall have plans and documents "wet stamped with original signatures". This shall also apply to revisions that are submitted. Provide the revision with the architects original wets stamp and signature. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) PW assumes that the 4" concrete curb around planting area and future sign will not adversely affect the existing street tree on Andover Park East. Please provide an explanation in writing that there will not be any adverse impact on the integrity of the existing tree. If not, can the curb be moved slightly to the south to save the street tree. If the tree needs to be removed it shall be addressed at the sign permit stage. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0376 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development August 17, 2015. BOB FADDEN LANCE MUELLER & ASSOCIATES 130 LAKESIDE AV, SUITE 250 SEATTLE, WA 98122 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D14-0376 455 BUILDING - 455 ANDOVER PK E Dear BOB FADDEN, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Rev #2 calls for a trash enclosure inside the R/R easement. Provide R/R approval or written explanation that parking and trash enclosure can encroach into the R/R easement. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0376 CORRECTION LTR#A- 440 REVISION NO.k. j�l�1-037Iv RECEIVED CITY OF TUKWILA AUG 2 0 2015 PERMIT CENTER 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Greg Beckman From: Tom Langton (ENW) <toml@engineersnw.com> Sent: Wednesday, April 15, 2015 3:16 PM To: Paul Wasell Cc: 'Willy Chen'; Tyson Byers; Greg Beckman Subject: RE: attachment to concrete panels Oh yes, forgot to follow up on. They are OK as stated below. Tom Langton, P.E., S.E. Structural Engineer ENISTFiVC7URAl i ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave. N.E.. Suite 207 Seat de, "WA 98115 phone (206) 525 7560 direct (206) 973 5404 fax (206) 522 6698 email tomlPengineersnw.com website http://www.engineersnw.com From: Paul Wasell [mailto:pwasell@foushee.com] Sent: Wednesday, April 15, 2015 3:12 PM To: Tom Langton (ENW) Cc: 'Willy Chen'; Tyson Byers; Greg Beckman Subject: RE: attachment to concrete panels Tom. One more item... Are you ok with the redi-drive substitution below for the lower framing attachment? Thanks, Paul lriOL1XFf '' Paul Wasell - Project Superintendent 1 c 425-765-1347 1 www.foushee.com I vcard I facebook Taking care of your construction needs while you take care of your business. From: Tom Langton (ENW) [mailto:toml@engineersnw.com] Sent: Wednesday, April 15, 2015 3:07 PM To: Paul Wasell Cc: 'Willy Chen'; Tyson Byers; Greg Beckman Subject: RE: attachment to concrete panels CITY OF TUKWIF 1. APR 2 7 2015 PERMIT CENTER b1403710 Paul. The text says it is not recommended for wet and exterior applications but since it will be enclosed and dry it is acceptable. Due to the low capacity allowable loads and the 191 plf calculated horizontal force we need to install them at 16" oc. The use of the 3/8" dia washers under the mushroom heads would also be required. Hope this is workable. For the clips to plate we need to install 2 each #12 X 1.5" standard cut galvanized wood screws at 2" oc in predrilled clip holes. Use of metal "self drilling" screws is not acceptable. Call with questions if any. Tom Langton, P.E., S.E. Structural Engineer E.1tdi STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave. N.E., Suite 207 Seattle, WA 98115 phone (206) 525 7560 direct (206) 973 5404 fax (206) 522 6698 email toml@engineersnw.com website http://www.engineersnw.com From: Paul Wasell [mailto:pwaseH@ foushee.com] Sent: Wednesday, April 15, 2015 2:28 PM To: Tom Langton (ENW) Cc: Willy Chen; Tyson Byers; Greg Beckman Subject: RE: attachment to concrete panels Here's what I found Tom in a 4". Will this work? 41111111 ro1Jx- Paul Wasell — Project Superintendent ( c 425-765-1347 I www.foushee.com I vcard I facebook Taking care of your construction needs while you take care of your business. From: Tom Langton (ENW) [mailto:toml@engineersnw.com] Sent: Wednesday, April 15, 2015 11:54 AM To: Paul Wasell Subject: RE: attachment to concrete panels Paul. 1 can't seem to send this to all parties. Please call to discuss. Thanks. Tom Langton, P.E., S.E. Structural Engineer wSTRUCENTURAL ENGINEERS Engineers Northwest Inc., P.S. 2 97,45 Thad Ave. N.E., Suite 207 Seattle, OVA 98115 phone (206) 525 7560 direct (206) 973 5404 fax (206) 522 6698 email toml@engineersnw.com website http://www.engineersnw.com From: Paul Wasell [mailto:pwasell(afoushee.com] Sent: Tuesday, April 14, 2015 2:49 PM To: tomlRaengineersnw.com Cc: Willy Chen; Tyson Byers; Greg Beckman Subject: FW: attachment to concrete panels Hi Tom, Here's a solution driven substitution request from my framer about the specified method of attachment. Thanks, Paul NNW Paul Wasell -Project Superintendent I c 425-765-1347 I www.foushee.com I vcard [ facebook Taking care of your construction needs while you take care of your business. From: Mark Bartoy [mailto:markb@partitionsys.orei Sent: Tuesday, April 14, 2015 1:59 PM To: Paul Wasell Subject: attachment to concrete panels Paul The drawings call for a 1 1/4 inch Hilti fastener 16" O.C. to attach the track at the face of the concrete panels to create the new facia on the North and East side of the building,we attempted to shoot into the panels with the required pins and the concrete spalled out, would it be acceptable to substitute 1 1/8 redi drive fasteners 16" O.C.( They are a drive anchor) in lieu of the Hilti pins. Thank you Mark Bartoy Partition Systems Inc. 206-949-9957 3 LANCE MUELLER & ASSOCIATES A R C HIT E C T S February 13, 2015 A I A Allen Johannessen City of Tukwila Department of Community Development RE: Correction Letter # 1 Development permit Application Number D14-0376 455 Building — 455 Andover Pk E Allen, RECEWED ("ATV OF TUKWILA FEB 2 4 2015 PERMIT CENTER In response to your correction letter ldated January 7, 2015, I offer the following responses. 1. Sheet A2.6 Now shows dimensioned paths of egress, common paths, pathway lighting, emergency lighting at each door. Pathways are subject to change with Tenant Improvements. 2. Sheet A1.0 Occupant load table added. 3. Sheet A1.0 Add "special inspection" table 4. Sheet A5.0 Update code to IBC. 5. Sheet A1.1 Now shows existing skylight / smoke vents. Sheet A2.4 Now also shows existing skylight / smoke vents. The area of future high piled storage up to 20' high of class 1 through 4 commodities is also shown and designated. Add new 4' deep draft curtain at grid 10 ( the location of the existing full height wall to be removed ). Added detail of new draft curtain 1/A2.4. Per table 910.3 areas of not high piled storage as with this permit draft curtains are required at 4 foot deep separating into areas of 50,000 s.f. or less. Also smoke vents at a ratio of 1:100. Drawings now comply. Future high piled storage of class 1 through 4 commodities (option 2) 20' and less will required additional 4 foot deep draft curtains at 3,000 s.f. and a vent to floor area ratio of 1:75. The existing skylight / smoke vents will satisfy this requirement. 6. Sheet A2.8 All existing access to the existing deck 206 (on mezzanine level) has now been eliminated. The mezzanine office space is 2525 s.f. with no access to anywhere else. By IBC section 1104.4 exception 1 an elevator is not required. If at time of Tenant Improvement alternate 1 is chosen (office expansion ) the elevator will be required and permitted at that time. CORRECTION bHiO37& 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors 7. Sheet A1.0 The mechanical and plumbing plans are design -build and have traditionally been submitted separately under the separate permit note on sheet A1.0. A note requires the drawings to be submitted to the jurisdiction for permit and approvals prior to work. I'm trusting that this response satisfies your concerns. Please advise this office with any questions. Cordially ho an Lance Mueller And Associates - Architects 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors )City of Tukwila Department of Community Development 2/2/2016 BOB FADDEN LANCE MUELLER & ASSOCIATES 130 LAKESIDE AV, SUITE 250 SEATTLE, WA 98122 RE: Permit No. D14-0376 455 BUILDING 455 ANDOVER PK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/22/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/22/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, [141. A Rachelle Ripley Y Permit Technician File No: D I4-0376 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ELE COPY/ 1 ;eNr�j� to 4: iicr3 rl:;�a o g�- Bill Rambo Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite No. 100 Tukwila Washington 98188 a - "'VILNG'INE�RTNG, LAND PLANNING, SURVEYING February 20, 2015 COURIER DELIVERY (206) 431-3655 RE: Responses to Public Works Department Comments Gibson Properties LLC 455 Andover Park East, Tukwila, Washington Our Job No. 16894 Dear Bill; RECEIVED CITY OF TUKWILA FEB 2 4 2015 PERMIT CENTER We have revised the plans and technical documents for the above -referenced project in accordance with the Public Works Department comments contained in your letter. Enclosed are the following documents for your review and approval: 1. Three (3) sets of revised civil plans 2. One (1) Preliminary Construction Cost Estimate for the on -site work The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Applicant shall correct existing backflow deficiencies by installing an Reduced Pressure Principle Assembly (RPPA) downstream of the existing 2" domestic and replace the irrigation non testable existing Double Check Valve Assembly (DCVA) with correct one. A separate letter addressing this issue was mailed to 455 Building LLC, property owner, see attached. Backflows installation can be done under a revision to this tenant improvement permit or under a separate Public Works permit. Response: Notes have been added to the plans requiring the contractor to install a Reduced Pressure Principle Assembly downstream of the existing 2-inch domestic meter and to replace the irrigation non -testable existing Double Check Valve Assembly with the new approved by City. 2) Provide contact information of the person responsible for maintenance of the storm drainage system. Please note that permit condition will be added that prior to final permit sign -off applicant shall vacuum clean all on site storm drainage catch basins due to heave accumulation of sediment. CORRECTION LTR# Response: A note has been added to the plan set indicating who the responsible person is for maintenance of the storm drainage system. An additional note has been added requiring 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com D��I�o3�fo Bill Rambo Permit Technician City of Tukwila -2- February 20, 2015 that the contractor shall vacuum clean all on -site storm drainage catch basins and pipes prior to finishing construction. 3) Submit copy of truck maneuvering easement area between 401 and 455 APE buildings. Response: A copy of the truck maneuvering easement area between 401 and 455 is enclosed for your review as requested. 4) Submit copy of the R/R easement. Does it allow or has provisions for parking. Response: The railroad easement is within the project boundary and we are not proposing any improvement to limit their use of this easement. 5) Submit a construction cost estimate for site work. Response: A construction cost estimate for site work is included herewith this submittal. We believe that the above responses, together with the enclosed revised plans and technical documents, address all of the Public Works Departments comments in the letter. Please review and approve the enclosed at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. esp ctfully, Ali Sadr, P.E. Senior Project Manager AS/dm 16894c.001.doc enc: As Noted LANCE MUELLER & ASSOCIATES A RCHITEC T S August 20, 2015 AIA Joanna Spencer City of Tukwila Department of Community Development RE: 455 Building — 455 Andover Park East Revision 2 -Correction Letter # 1 Construction Permit Number D14-0376 Johanna, In response to your correction letter 1 dated August 17, 2015, I offer the following responses. During the permit process review you brought up the topic of use of land on the portion of the site that an easement for installation of railroad track had been granted. The response to question was provided by Ali Sadr from Barghausen in his letter of 2-20-2015 in item 4 a copy of which is attached. The response was "The railroad easement is within the project boundary and we are not proposing any improvement to limit their use of this easement" Under the building permit the city allowed the unused portion of the easement to be paved and a water hydrant to be relocated within per the attached permit drawing dated 2-23-2015. Relocating the parking stalls to the prior dumpster location and placing the dumpster within the area is consistent with the approved plans sense the proposed improvements does not "limit their use of the easement". I trust that this response satisfies your concerns. Please advise this office with any questions. Cordially, Bob Fadden Lance Mueller and Associates - Architects CORRECTION LTR# RECEIVED CITY OF TUKWILA AUG 2 0 2015 PERMIT CENTER REVISION NO. 2, blo3m 130 Lakeside Suite 250 Seattle, WA. 98122 (206) 325-2553 Fax Architecture Planning Space Planning Interiors (206).328-0554 City of Tukwila Department of Community Development January 07, 2015 BOB FADDEN LANCE MUELLER & ASSOCIATES 130 LAKESIDE AV, SUITE 250 SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0376 455 BUILDING - 455 ANDOVER PK E Dear BOB FADDEN, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Provide a floor plan in addition to the life safety plan provided that identifies means of egress. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Also egress pathway lighting in the storage/warehouse shall be coordinated with storage rack aisles or other similar components where egress aisles shall not be blocked. (IBC Section 107.2.3, 1006 & 1008.1.6) 2. Provide an occupant load table specifying occupant loads for each area with total occupant load for the building. 3. Provide a quality control inspection table specifying all related "Special Inspections" required for this project. Include in reference to structural steel notes: "structural steel fabrication shall be done by WABO certified steel fabricator". (IBC Chapter 17) 4. Notes on page A5.0 refer to SBC section 1008.1.8.3. IBC codes shall be referenced for the City of Tukwila. The IBC code shall refer to 1008.1.9.3. This is for your reference only and can be redlined on the plan sheet in lieu of replacing the sheet. 5. The alteration of the warehouse has increased in area. Provide a roof plan to show or identify where existing and/or new smoke draft curtains including smoke and heat vents are located. Provide details if any new are to be installed. (IBC SECTION 910) 6. Provide all necessary details and specifications for installation of the elevator. Elevator may be under a separate permit. However the elevator installation shall be completed before this permit final, as it is a part of the required accessible access. 63(W)'o ufh.ren.ter Rn1/lpunr/I.Cuit' II1flfl • Tukwila Wn.chinatnn 9R1RR • Phillip 7116-431-367n • Far 7n6-431-3r;65 7. Provide mechanical and plumbing plans with this plan set. Plans shall show specifically where related alterations shall be made. Show details for any roof penetrations if applicable. Mechanical and plumbing shall be separate permits (as indicated). PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Applicant shall correct existing backflow deficiencies by installing an Reduced Pressure Principle Assembly (RPPA) downstream of the existing 2" domestic and replace the irrigation non testable existing Double Check Valve Assembly (DCVA) with correct one. A separate letter addressing this issue was mailed to 455 Building LLC, property owner, see attached. Backflows installation can be done under a revision to this tenant improvement permit or under a separate Public Works permit. 2) Provide contact information of the person responsible for maintenance of the storm drainage system. Please note that permit condition will be added that prior to final permit sign -off applicant shall vacuum clean all on site storm drainage catch basins due to heave accumulation of sediment . 3) Submit copy of truck maneuvering easement area between 401 and 455 APE buildings. 4) Submit copy of the R/R easement. Does it allow or has provisions for parking. 5) Submit a construction cost estimate for site work. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0376 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Public Works December 30, 2014 455 Building LLC c/o Burke Gibson, LLC 702 3rd Street SW Auburn, WA 98001 RE: 455 Building Tenant Improvement 455 Andover Park East Permit No. D14-0376 To Whom It May Concern: Jim Haggerton, Mayor Bob Giberson, P.E., Director PERMANENT FILE COPY In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code, including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on the domestic water and landscape irrigation lines. a) Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2" permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply be provided for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, and size of existing permanent water meter and proposed RPPA. Show manufacturer name and backflow model number. Submit RPPA cut sheet and circle backflow to be installed. b) Landscape Irrigation There is a 1.5" existing Double Check Valve Assembly (DCVA) installed but when the tester tried to test it last April, they reported that it was damaged and untestable. This is probably due to it being installed above ground in a hotbox. The DCVA should be installed in a below -ground box and needs to be tested. I have enclosed Development Bulletins C5 and A9, which spells out design and installation requirements for cross connection control. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 455 Building Page 2 December 30, 2014 The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for installation and test results of subject backflow devices or a bond for items a) and b). If you opt to install, you may install under a separate permit or under a revision to this Tenant Improvement permit application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the location of the proposed RPPA and DCVA in relationship to the property line(s), building perimeter and existing domestic water meter together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. Backflow installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for RPPA and DCVA installations and backflow testing) when the application or revision to this TI is submitted. An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins Al and A2 to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer at (206) 431-2441 if you have any questions. Sincerely, $Le-ur Joanna Spencer Development Engineer JS:lw enclosures: Public Works Bulletins #A-1, A-2, A-9 and C5 Permit Application cc: Bob Faden Mike Cusick, PW (W:PW Eng/Other/Joanna Spencer/Letter 455B1dg 123014) %4A ENGINF'Fi PROJECT NAME: LOCATION/DESCRIPTION: DATE: OUR JOB NO. PRELIMINARY CONSTRUCTION COST ESTIMATE Site Improvements to 455 Andover Park East Tukwila, Washington February 18, 2015 16894 ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL 1. Mobilization 1 LS $5,000.00 $5,000 2. AC Removal/Demolition 1,014 SY $4.50 $4,563 3. Mirafi Silt Fence 100 LF $5.00 $500 4. Temporary Catch Basin Protection 8 EA $100.00 $800 5. Concrete Curb Demolition and Disposal 490 LF $5.00 $2,450 6. Sawcut Existing Asphalt 1,350 LF $3.00 $4,050 7. Removal/Demolition/Disposal of Existing Concrete Wall 740 SF $3.00 $2,220 8. 2-Inch Domestic RPPA 1 EA $4,000.00 $4,000 9. irrigation DCVA 1 EA $1,000.00 $1,000 10. New 3-Inch HMA 575 SY $15.00 $8,625 11. 13-Inch Base Course Crushed Rock (BOY x 1.6 = ton) 332 TON $19.50 $6,474 12. Concrete Extruded Curb 960 LF $6.00 $5,760 13. Concrete Sidewalk (4-inch thick) 2,030 SF $2.60 $5,278 14. ADA Curb Ramps 5 EA $600.00 $3,000 15. Cement Treated Base Treatment 22 TON $200.00 $4,400 16. Landscaping 4,810 SF $2.00 $9,620 SUB -TOTAL: $67,740 CONTINGENCY (25 PERCENT): $16,935 GRAND TOTAL: $84,675 1 of 1 16694.001.xls LEGAL DESCRIPTION (MANEUVERING AREA EASEMENT) A PORTION OF THE NORTH 44.50 FEET OF LOT 6 OF ANDOVER INDUSTRIAL PARK NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 6; THENCE SOUTH 88'12'32" EAST, ALONG THE NORTH LINE OF SAID LOT 6 A DISTANCE OF 97.61 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88'12'32" EAST, A DISTANCE OF 72.72 FEET; THENCE SOUTH 01°47'28" WEST, A DISTANCE OF 44.50 FEET; THENCE NORTH 88°12'32" WEST, A DISTANCE OF 72.72 FEET; THENCE NORTH 01°47'28" EAST, A DISTANCE OF 44.50 FEET TO THE POINT OF BEGINNING. ., 40018 ) t ��ONgL LATE .A4 Project: 16894 455 Andover Park East May 14, 2014 16894exh02.dwg 16894L.002.doc OBH PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 PROJECT NAME: 455 BUILDING SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 08/26/15 Revision # before Permit Issued X Revision # 3 after Permit Issued DEPARTMENTS: AO. Building Division ir kV as 5 Public Works Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/27/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/24/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 PROJECT NAME: 455 BUILDING SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal DATE: 08/20/15 Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 2 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/25/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/22/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 DATE: 07/30/15 PROJECT NAME: 455 BUILDING SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 3 after Permit Issued DEPARTMENTS: Building Division i Pu lic Workss IT Fire Prevention Structural Alt 46V) Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/04/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/01/15 Approved with Conditions ❑ Corrections Required Denied (corrections entered in Reviews)' (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:�I Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: lAk 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 PROJECT NAME: 455 BUILDING SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # DATE: 07/22/15 Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Building Division le I4 c Public Works i40m. re Prevention Structural n > G , 1194 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/23/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews)" (ie: Zoning Issues) DUE DATE: 08/20/15 n Notation: REVIEWER'S INITIALS: DATE: Perntit Center Use Only - Q CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 DATE: 07/10/15 PROJECT NAME: 455 BUILDING SITE ADDRESS: 455 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: / - ' -141A-1 S Atk Ai/A- --44--(r. c A1/A- 1 Building Division s N/A -- Public Work Fire Prevention Planning Division. Structural Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/14/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/11/15 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 PROJECT NAME: 455 BUILDING SITE ADDRESS: 455 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 02/24/15 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division II 555-Avoc-alxtfts Public Works 11111 Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/26/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/26/15 Notation: REVIEWER'S INITIALS: D.rEPl(As Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0376 PROJECT NAME: 455 BUILDING DATE: 12/15/14 SITE ADDRESS: 455 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division CevwiZ ktriS Pu lic Works MEI Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S .INITIALS: DATE: 12/16/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required L. (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) t/41N1 DUE DATE: 01/13/15 n n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1` 71S Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: imC 12/18/2013 PROJECT NAME: Li SITE ADDRESS: R PERMIT NO: ORIGINAL ISSUE DATE: Li-3—.T.5' S_ON OG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS -7 - I D-! `7-1 --16-- 142 Summary of Revision: ice , U t i r 01 n 4°_-S- Received by: ,/ (Ai / REVISION NO. DATE RECEIVED STAFF !Tipptil ISSUED DATE STAFF 1 " 1 ALS \' Summary of Revision: MpyLe i VA- e IC l Received by: please print) REVISION N91O. DATE RECEIVED STAFF IN I 1 IALS ISSUED DATE STAFF INITIALS 411f111, 1 0 f Summary of Revision: iv VA iOY altar ` R 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: 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: 08/25/2015 Plan Check/Permit Number: D14-0376 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 3 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 455 Building Project Address: 455 Andover Park East Contact Person: Bob Fadden Phone Number: (206) 325-2553 Summary of Revision: A1.1 (revision 12) - Shows rerouting of sidewalk at man door adjacent to recessed loading dock. A2.8 (revision 14) - Adds second door (08) electrical room at SE corner, adds screen wall in office 101 and provides section cut which indicates bracing at top of the wall, shows missing door number, and room numbers at warehouse restroom. A2.9 (revision 1) - Adds screen wall at room 101 and shows ceiling on electrical room at SE corner of building, A4.0 (revision 7) - Add wall section D/A4.0 to show ceiling at electrical room. A5.0 (revision 8) - Revise Door Schedule and remove Room Schedule duplicated on sheet A5.1. A5.1 (revision 2) - Add titles to plans, door and room numbers. Sheet Number(s): A1.1, A2.8, A2.9, A4.0, A5.0, and A5.1 "Cloud" or highlight all areas of revision including date of revi .jo c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on —0)—t RECEIVED CITY OF TUKWILA AUG 2 6 2015 PERMIT CENTER H:\Applications\rorms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 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: 08/20/2015 Plan Check/Permit Number: D14-0376 Response to Incomplete Letter # j Response to Correction Letter # 1 Revision # 2 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 455 Building Project Address: 455 Andover Park East Contact Person: Bob Fadden RECEIVED CITY O riwniA AUG 2 01015 Phone Number: (206) 325-2553 Summary of Revision: The revised sheet A1.1 (revision 11) notes that the new parking stalls which where approved under the building permit that are east of the rail siding and south of the relocated fire hydrant have been relocated next to the building and the dumpster moved to a accessible area away from building openings that was previously parking. The same revised drawing shows a clouded area along East Andover. On the south side of the driveway when the overgrown shrub was removed the contractor found an electrical vault in the proposed accessible route walkway. The access walk that provides the accessible route to the building to accommodate the obstruction has been moved to the south so and begins where the public walk is level and continues to across the planting area to the edge of the paving. Also note that the project sign is no longer shown. The sign will be constructed under a separate permit. Sheet Number(s): D_ 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0,/,//s H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 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: 7 2 f --2C / Plan Check/Permit Number: D 14-0376 Response to Incomplete Letter # Response to Correction Letter # • ✓ Revision # 3 after Permit is Issued ✓ Revision requested by a City Building Inspector or Plans Examiner Project Name: 455 East Andover Project Address: 455 Andover Park East Contact Person: Bob Fadden/Tom Zander Phone Number: (206) 325-2553 Summary of Revision: A1.1 Add second door to electrical room A2.8 Add wing wall at lobby. Show future first floor conference room. A2.9 Coordinate with sheet A2.8 Sheet Number(s): Al .1 A2.8 A2.9 "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on revision fiv IMMO f'.,I+TM OF TUKIARIA 'JUL 2 9 2015 PERMIT CENTER H:\Applications\Forms-Applications On Line \2010 Applications \7-2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/21/2015 Plan ChecWPermit Number: D14-0376 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 2 after Permit is Issued RECEIVED NW DPT(,lbi,WILA !JUL 22 2015 ✓ Revision requested by a City Building Inspector or Plans Examiner PERM r cgrielyst Project Name: 455 ANDOVER, ANDOVER PARK EAST Project Address: 455 ANDOVER PARK EAST Contact Person: BOB FADDEN / TOM ZANDER Phone Number: (206) 325-2553 Summary of Revision: OWNER GENERATED REVISIONS DURING CONSTRUCTION PROCESS AFTER PERMIT HAS BEEN ISSUED. CITY BUILDING INSPECTOR AS REQUESTED THIS RESUBMITTAL. A1-1 REVISE LOCATION OF DUMPSTER, PROJECT SIGN AND SHOW BUILDING'S ELECTRICAL ROOM. A2-8 ADD MEZZANINE CONF. ROOM 209, ELECTRICAL ROOM AND REVISE PLAN OF WAREHOUSE TOILET ROOM AREA (STORAGE ROOM). A2-9 REVISE FIRST FLOOR, MEZZANINE AND WAREHOUSE TOILET ROOM AREA CEILING PLANS. Sheet Number(s): A1.1, A2.8, A2.9 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 7/i=7)/5— H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/09/2015 Plan Check/Permit Number: D14-037 (0 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 1 after Permit is Issued ✓ Revision requested by a City Building Inspector or Plans Examiner Project Name: 455 ANDOVER, ANDOVER PARK EAST Project Address: 455 ANDOVER PARK EAST Contact Person: BOB FADDEN / TOM ZANDER Phone Number: (206) 325-2553 Summary of Revision: OWNER GENERATED INTERIOR REVISIONS DURING CONSTRUCTION PROCESS AFTER PERMIT HAS BEEN ISSUED. CITY BUILDING INSPECTOR AS REQUESTED THIS RESUBMITTAL. A2-8 REVISE FIRST FLOOR AND MEZZANINE PLANS. ADD AND REVISE TOILET ROOM PLAN AT WHRS. A2-9 REVISE FIRST FLLOR AND MEZZANINE PCEILING PLANS, DETAILS, SCHEDULES AND NOTES. A2-10 REVISE AND UPDATE KITCHEN ELEVATIONS, PLANS AND SECTIONS. A2-11 UPDATE TOILET ROOM ELEVATIONS AND SECTIONS. A4-1 NEW SHEET SHOING STAIR UPDATE. A5.0 OMIT. A5-1 NEW SHEET - INTERIOR FINISHES. A6-0 OMIT. S1.2 STRUCTURAL SHOWING MEZZANINE FRAMING. RECEIVED OW OF TUKWIlA IJUL i 0 2015' Mff CENTER SheetNumber(s): A2.8, A2.9, A2.10, A2.11, A4.1, A5.1, S1.2, STRUCTURAL CALCS. "Cloud" or highlight all areas of revision including date of r�,vi,�ipn Received at the City of Tukwila Permit tCenter by: Entered in Permits Plus on C"- l O-C S H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: A`,,I,g,l6-- Plan Check/Permit Number: D 14-03 76 ❑ Response to Incomplete Letter # E Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 455 Building Project Address: 455 Andover Park E Contact Person: j QJ hi(I) Phone Number: Summary of Revision:, ltt�s elf � Qnec c ):A/4,41, /•1 Z.�f A24,42 $;A5z), C(, Sheet Number s "Cloud" or highlight all areas of revision including ate �/ revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \aps i.ns\forms-applications on line\revision submittal C "ated: 8-13-2004 Revised: RECEIVED FEB 23 2015 DEVELOPMENT 4/2/2015 FOUSHEE & ASSOCIATES CO INC 0 Washington State Department of Labor & Industries [1`r,icac Espari '<+ntac'i Search L&I A-Z Indiex help ,�tg Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing FOUSHEE & ASSOCIATES CO INC Owner or tradesperson JONES, ERIC BRADLEY Principals JONES, ERIC BRADLEY, PRESIDENT KOCH, LISA HINES, SECRETARY ANDERSON, LOCH GRAYDON, SECRETARY (End: 07/26/2013) FOUSHEE, JEFFERY CHARLES, CHIEF EXECUTIVE OFFICER (End: 07/26/2013) BARKER, RICHARD A (End: 08/01/2011) Doing business as FOUSHEE & ASSOCIATES CO INC WA UBI No. 600 259 643 PO BOX 3767 BELLEVUE, WA 98009 425-746-1000 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. FOUSHAC1580D Effective — expiration 09/04/1985— 08/12/2015 Bond ................ Safeco Ins Co of America Bond account no. 69S000995 Active. Meets current requirements. $12, 000.00 Received by L&I Effective date 05/11/2012 04/20/2012 Expiration date Until Canceled Bond history Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. DTC05044X403IND11 Received by L&I Effective date https://secure.) ni.wa.gov/verify/Detai I.aspx?UBI=600259643&LIC= FOU SHAC 1580D&SAW=False 1/3 NEW PARKING STRIPE AREA OF PERMITTED ASPHALT AND PARKING STALLS2TO BE RELOCATED ==== NEW TASH/REC'CLE 80'-0"-RAILROAD EASEMENT E EXISTING F.H. TO THE EAST REMOVE WHEEL STO LOCATION NEW ASPHALT P THIS AREA INS NEW GUARD. RAIL ATOP EXISTING: WALLS NEW OVERHEAD DOCK DOOR NEW CANOPYS EXISTING DRIVE—IN NCR PR.ON SERVICE EXISTING FIRE HYDRANT S88 12'32'E 436.50' CAR OVERHANG NEW LANQSCAPING RE EXI LACE T1NG EXIT EXISTING STOREFRONT AND ENTRY STEPS / PATIO WITH CANOPY TO BE REBUILT 15x361' EXISTING SKYLIGHT SMOKE VENTS. NEW 32 HIGH \DO BAND CA NEW LANDSCAPE REPLACE EXISTING OVERHEAD DOOR NEW STOREFRONT IN EXISTING DOOR (1:...µ.:.. 380'-0" EXISTING EXISTING DOWN SPOUTS TO BE REPLACED 0 PARKING EASM 0 N88° 2'32 86.53' EXIST. ICBI EXIT BIKE RACK LANDSCAPE NEW WHEEL STOPS SOUTH PARKING SITE PLAN RAMP AND HANDRAILS NEW STAIRS & ENTRY CANOPY EXIS ELECTRICAL ROOM 75 CAR PARK 0 EXIST. 43'-0" 0 MULT PLAN EXIST 'CBI XISTING CURB 50.1' NORTH LEVEL ERS EXIS NEW SIGH ING FLAG POL ING DSCAP LANDSCAPE TRIAI)GLE CITY ELECT11 VAULT NEW E;IST. SIDEW CAL STREET TREE ANDOVER PARK EAST REQUIRED "CA: Mochunicai ,('Electrical Plumbing as Piping CRy of Tukwila BUILDING DIVISION REVISIONS No changes shalt he made to th' so of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan su and nay include additional plan review fee EXIST. IC LE CQ errn>mI ' o. Pan review apt. row! is subject to errors and omission t.ppro al rf uon ff,. ;ion documents does not authoriz tris vio ation Of el 1 t r l: gOted code or ordinance. Receipt of app ved Fiel Copy and con ions• acknowledged: By: Date: 'City of Tukwila BUILDING DIVISION CORIRECTI LTR# REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 6 2015 PERMIT CENTER 7 c 0 0) co r- (0 to et c) N r 0 0 0 c 0 0) 0 0 0 'v M .1 (206) 325-2553 Lcn to w I• w D Fri w a Q r, a_ V) sheet Al ..1 8" SOLID SURFACE SHELF 5S-9 9'-6' HI -LOW HANDICAP DRINKING FOUNTAINS STORAGE ROOM 123 IT CLOSET 124. UTILITY SINK 5' HIGH P-LAM WAINSCOT PLM-3 WASH FOUNTAIN ENLARGED TOILET ROOM PLAN AT WAREHOUSE Scale: 1 /4" = 1'-0" CONFERENCE 209 VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED 8'-6" HT. 4 EQ. GLASS SECTION BUTT GLAZED WITH SILICONE BEAD 12" SILL HT. • EXISTING DECK 206 7 00 21"D. SOFFIT SEE DETAIL THIS SHEET 0 0 • rn Q) c1) jAIMEN 204 ( 9'-0" I B ) 9'-0" B FURRING FOR ELECTRICAL AND PHONE GENERAL OFFFICE 201 (8'.8" I A ) 1'-5" /y II 4'=6' -ew SHILVES O. OO KITQHENE1I E 207 ( 8'-8" I B ) REF 1 E X STING STAI R DOWN exist c ) GENERAL OFFICE 203 C8-8"I A ) GENERAL OFFICE 208 ( 8'-8" I A ) MEZZANINE PLAN VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED Scale: 1/8" = 1'-0" AREA OF OCCUPIED SPACE = 2,843 S.F. a LA Ups{= Q I— O w Q d N Lu L- LI I— w Z J O Q Li_ O?a_ MOVE DOOR APPROXIMATELY 4'-6" e) 21" SOFFIT COLUMN 7'-0" 10'-4 1 /2" D UP MEN 103 V 17'-0 7/8" / 4'-0" /3'-0 4 COPY 111 UP STING IR GWB WITH METAL SUDS FURRING ECTRICAL ONE 10'-3" 3'-6" GLASS RAIL SYSTEM 4'-0" GENERAL OFFICE. 105 RELOCATE EXIST. DR. ENLARGED FIRST FLOOR PLAN GWB WITH METAL T STUDS FURRING FOR ELECTRICAL OFFICE 109 110 TI 110 7'-0„ Scale: 1/8" = 1'-0" NEW ELECTRICA ROOM WITH H.M. DOORS. NEW ELECTRICAL ROOM Scale: 1/8" = 1'-0" RVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF.TUKWILA AUG 262015 PERMIT CENTER INTERIOR LIGHT FIXTURE LIST updated 7-15-15 NOTES: 1. xx — quantity determined by EC 2. Install with controls per code 3. Provide Emergency back-up where noted type manuf notes quantity O 6" LED downlight for corridor and restroom PATHWAY 6VLED-2000-35K-B55-6VLEDMD/FCLPF 55 degree beam spread, Nickel self -flange Quick ship 36 housing included P 2 x 2 LED typ. office w/ dim and emergency as noted LITHONIA 2ALL2-33L-MVOLT-D37-LP835 53 Q 3.5" LED downlight bathroom shelf WAC Testa OK'D 7/8/15 HR-3LED-H18D-ICA Clear lense, satin nickel trim Clear reflector 24 housing NWLD-200-L-E-1 24 R Wall -mounted LED at. warehouse utility sink and Basin LUMINAIRE LED AEL-48-20-120/277-35K DP finish 3-4 week lead 2 S LED Lensed strip light at DF and Storage COLUMBIA LCL-4 35K-ML-E-U 10 days 3 T LED undercabinet AFX 22 LWHU 2-3 weeks xx U Recessed linear at 2nd flr DF alcove A Light ACL5 4 X LS 35 HE U W 3-4 week lead NOT USED V LED Pendants at stair landing Suspend at different drop lengths Field determine RESOLUTE Puncheon 5.5" diameterx20"high 96" max drop Xorel fabric: Meteor 6427-720 P520PM 14W Seattle 2 weeks $198. each Contact: Lorena 206-343-9323x 3 W Die Cast LED exit Non-public ISOLITE LPDC EM G S AB UN Die cast Quick ship Green xx X Edgelite LED exit Office area ISOLITE ELT EM G X BA X Quick ship green xx Y Emergency LED egress ISOLITE RL2LED Z FINISH Quick ship xx Z optional Recessed linear wall wash at entry wall A Light D7 8 LS 30 U HTLO 3-4 week lead 1 LEGEND ® EXIT SIGN 1230 DIRECTIONAL EXIT SIGN ( 8'-8" I A) CEILING HGT. FROM FIN. FLR. / CEILING MATERIAL GYPSUM WALLBOARD CEILING 2' x 4' SUSPENDED ACOUSTICAL TILE CEILING GA LIGHT FIXTURE IDENTIFICATION TAG GYPSUM WALLBOARD EXPANSION JOINT DEFERRED ,SUBMITTALS THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT TO BE FORWARDED TO THE BUILDING DEPARTMENT FOR THEIR REVIEW AND APPROVAL. ENGINEERING PLANS SHALL BE STAMPED AND SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. NO .WORK ON THESE ITEMS SHALL BEGIN UNTIL CITY APPROVAL HAS BEEN RECEIVED. 1. SUSPENDED CEILING SYSTEM (IF ALTERNATE METHODS, DESIGN AND METHODS ARE REQUESTED) CEILING INSTALLATION REQUIREMENTS • MINIMUM 2" WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL • MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO. • PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE • OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC • SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. NOTE: SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURES REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. MAIN B 0'-0" NEW GWB CE LING AT 10'-0" A.F.F -:1 ELECTRICAL ROOM RCP Scale: 1/8" — 1'-0" #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE ,7—CROSS TEE EXPANSION JOINT TYPICAL SEISMIC JOINT MAX. 8" MIN.3/8" #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE MAIN OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART UNATTACHED WALLS UNATTACHED EDGE LJCC �0 La_ J w P c P ENCE 9 n n ======r1- P P EXISTING DECK 206 21 "D. SOFFIT SEE DETAIL THIS SHEET E X ST IN G STAI R P NEW 2 STAIRS 02 a 0 v 0 0 0 v 1 P n 1 n ERG GENERAL OFFFICE 201 (8'4" I A ) O n 0 0 0 0 P ME G 0 0 oo� ®o: 0 0 O KITCHENETTE ® 207 0 C8'-8"I B3 --A- X D 0 A N P ce P ENLARGED MEZZANINE CEILING PLAN 0 0 n • GONER 203 (8,-8. I A ) n P GENERAL OFFICE 208 (R'-R' I A PI Scale: 1/8" — 1' 0" CROSS TEE PER ASTM C63 45' or less 45" or less STEEL STUD COMPRESSION POST #12 HAVER WIRE MAIN CEILING BEAM PER ASTM C635 or Tess TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) 45' or Tess \\ N P P P C9'$" GENERAL OF=ICIE 101 ME 21" SOFFIT P P KIT C1LOSET, C 9' Q7s ) IN HE .:.: -.-I oF.1.U3.1 (' E ME G r OMI "Ifs "EQ. Ea 'EQ:. •9'0" GENERAL OFFICE 105 C9'-6"IA) P COPY UP STING S— IR P RELOCATE EXIST. DR. OFFICE ENLARGED FIRST FLOOR CEILING PLAN 109 Scale: 1/8" — 1'-0" OFFICE RR SOFFIT DETAIL Scale: 1/8" — 1'-0" VISI Nta' 3.. • .:WQM ::8'.-6":1 . B ; e` sam ..: . ' L 9'-8"°E. B • r jT,'CLtlSE7: HI —LOW HANDICAP DRINKING FOUNTAINS LJ REVEEWED FOR E COMPLIANCE APPROVED EP 0 1 2015 City of Tukwila ILDING DIVISION UHLRY SINK 5' HIGH P—LAM WAINSCOT PL11-3 ASH FOUNTAIN RECEIVED CITY OF TUKWILA AUG 2 6. 2015 ENLARGED WAREHOUSE RR CEILING PLAN'ERMIT CENTER Scale: 1/8" — 1'-0" cn 0 0 0 L 0 0 0 0 0 0 0 0 0 WALL SECTION F2 W WALL SECTION R-30 SOUND BATT INSULATION OVER ENTIRE GWB CEILING 6" METAL STUD CEILING JOISTS @ 24" O.C. W/ 5/8" GWB ALIGN WITH WALL STUDS 3 5/8" X 20 GA. METAL STUDS @ 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE. PAINT WHSE. SIDE OF WALL 3 1/2" SOUND BATT INSULATION TYP. 1/8" DIA. X 1" POWDER ACTUATED FASTNERS @ 24" O.C. EXIST. CONC. FLOOR R-30 SOUND BATT INSULATION OVER ENTIRE GWB CEILING 6" METAL STUD CEILING JOISTS @ 24" O.C. W/ 5/8 GWB ALIGN WITH WALL STUDS 3 5/8" X 20 GA. METAL STUDS @ 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE. PAINT WHSE. SIDE OF WALL 31/2" SOUND BATT INSULATION TYP. 1/8" DIA. X 1" POWDER ACTUATED FASTNERS @ 24" O.C. EXIST. CONC. FLOOR 1/2" = 1' Z 5/8" G.W.B. ON 3 1/2" METAL STUDS AT 24" O.C. W/ R-21 SOUND BATTS INSULATION TO 6" ABOVE CEIL'G C-) OFFICE INTERIOR WALLS SCALE: 1/2" =1'-0" EXISTING BATTS REPLACE WHERE DISTURBED TO MATCH EXISTING (1) LAYER - 5/8" TYPE X G.W.B. EA. SIDE ON STAGGERED STUDS AT 24" O.C. W/ SOUND BATT INSULATION FE UU 1-6) RESTROOM WALL 2 12GA SPLAY WIRES TO ROOF STRUCT. OR OTHERWISE @ 8' OC SUSP. ACOUSTICAL TILE CEILING AS REQUIRED 5/8" GWB TYP ONE SIDE 5/8" QUIETROCK ONE SIDE SCHEDULE ON 3 /12 WOOD OR METAL STUDS WITH SOUND BATTS TYP. ALL NEW WALLS POWDER ACTUATED FASTNERS @ 24" O.C. FLOOR COVERING AND BASE PER SCHEDULE WALL SECTION 1 /2" = 1'-0" SCALE: 1/2" =1'-0" PRE -FINISH METAL COPING WITH STANDING SEAMS AT TOP OVER BACKING PERFORATED VENTED CLOSURE TO ALLOW FOR VENTED AIR SPACE EXISTING ROOF SYSTEM AND INSULATION NEW SUSPENDED CEILIN PER CEILING PLAN DROP EXISTING WINDOW HEAD WITH WOOD FRAMI G AS REQUIRED AND GWB. CLOSURE AT CEILING PERFORATED METAL SCREEN FOR VENTING 2" METAL PAN CLADDING WITH FINISHED TRIP CLOSURES 2'-0„ M EXISTING PERIMETER WA CONSTRUCTION AND INSULATION. L 4!,' := sole W. W. O. W. 01. IINi 61. 60. W. -. 111 1114, • • otol w. 04. r NEW SUSPENDED CEILING PER CEILING PLAN r. WALL SECTION 10 VENT STRIP TOP OF PARAPET f28'-0" NEW PRE -FINISHED METAL PAN CLADDING WITH CLOSURES AND FLASHING AT ALL ENDS AND CONCEALED FASTENERS AT PANEL JOINTS PER BUILDING ELEVATIONS OVER DENSGLASS GOLD. 3 1/2" BATT INSULATION EXISTING PRECAST FASCIA PANEL EXISTING SOFFIT, FRAMING AND INSULATION NEW SOFFIT DOWN LIGHTING SEE CEILING PLAN 2" WIDE CONT. PERFORATED VENT STRIP - SEE DETAIL ABOVE PRE -FINISHED METAL PAN CLADDING AT SOFFIT NEW 1" INSULATED SOLARBAN 60 CLEAR GLASS IN NEW THERMALLY BROKEN ANODIZED ALUMINUM FRAMES (HORIZONTAL AND VERTICAL MULLIONS AT LOCATION OF EXISTING) IN EXISTING ADJUSTED OPENING. RATED FRAMES U=0.40 SHGC=.035 NEW PRE -FINISHED METAL PAN CLADDING WITH CLOSURES AND FLASHING AT ALL ENDS AND CONCEALED FASTENERS AT PANEL JOINTS PER BUILDING ELEVATIONS EXISTING 2ND FLOOR ±13'-0 EXISTING SECOND FLOOR AND STRUCTURE TO REMAIN NEW 1" INSULATED SOLARBAN 60 CLEAR GLASS IN NEW THERMALLY BROKEN ANODIZED ALUMINUM FRAMES (HORIZONTAL AND VERTICAL MULLIONS AT LOCATION OF EXISTING) IN EXISTING OPENING. NFRC RATED FRAMES U=0.60 SHGC=.040 EXISTING 1ST FLOOR f0'-0 EXISTING CONCRETE FLOOR SLAB AND FOOTINGS. 1 /2" = REVISI REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY Or TUKWILA AUG 262015 PERMIT CENTER WALL PER PLAN WELDED METAL FRAME DOOR. TYPES L---J FLUSH H.M., PAINT U = 0.61 A B SOLID CORE HARDWOOD VENEER DOOR (STAIN) P. LAM. KICK PLATE AS SCHEDULED GLASS ADD THIS SIGN TO DOOR THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. J NARROW STILE ALUM. & GLASS T. = TEMPERED U 0.68 SHGC=0.35 PUSH / PULLS UPWARD ACTING SECTIONAL STEEL U=0.37 D WOOD BARN DOOR E NOTES: 1. PROVIDE LEVER -TYPE OPERATING HARDWARE AT ALL DOORS 2. SEE FLOOR PLANS FOR DIRECTION OF DOOR SWING 3, LOCKS AND LATCHES PER IBC SECTION 100819,3, 4, EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, 5, INSULATED DOOR TO MEET DEFAULT STANDARD U = 0.37 D DOOR SC DU FRAME HARDWARE REMARKS DOOR DOOR N ROOM NAME . SIZE THICKNESS TYPE MATERIAL FINISH. MATERIAL FINISH LEVER LATCH LOCKSET CLOSURE KICKPLATE 01 MEN 3' x 7' 14" B WOOD PAINT H.M. PAINT ® 0 01 02 WOMEN 3' x 7' 14' B WOOD PAINT H.M. PAINT ® • 02 03 WAREHOUSE 10' x 14' D METAL PAINT 03 04 WAREHOUSE 10' x 12' D METAL PAINT 04 05 . STORAGE 3' x 7' • 1i" • B WOOD PAINT H.M. PAINT ® ® • 05 06 IT CLOSET 3' x 7' 14" B WOOD PAINT H.M. PAINT 0 • O 06 07 ELECTRIC ROOM 3' x 7' • 14" B WOOD PAINT H.M. PAINT ® ® • 07 08 ELECTRIC ROOM 3' x 7' 14" B . WOOD PAINT H.M. PAINT ® ® ® 08 101A GENERAL OFFICE 3' x 7' 14" A H.M. PAINT H.M. . PAINT • • ` • 101A 101B GENERAL OFFICE (2)-3' x 7' C ANOD. ALUM. FACTORY ANOD. ALUM. FACTORY • ® • . 101E 103A MEN . 3' x 7' 1i" . B WOOD PAINT H.M. PAINT 0 . PUSH/PULL 103A 104A WOMEN 3' x 7' 14' B WOOD PAINT H.M. PAINT ® PUSH/PULL 104A 106 KITCHENETTE 3'-6" x 7' 2" E WOOD PAINT - - BARN DOOR 106 107 CLOSET 3' x 7' 2" E WOOD PAINT - - BARN DOOR 107 109 OFFICE 3' x 7' 14' B WOOD PAINT H.M. PAINT ® 109 110 . TI 3' x 7' 14" B WOOD PAINT H.M. PAINT ® 0 • 110 204A MEN 3' x 7' 14" B WOOD PAINT H.M.. PAINT ® ® PUSH/PULL 204A 205A WOMEN 3' x 7' 14" B WOOD PAINT H.M. PAINT ® • PUSH/PULL 205A 205B CLOSET 3' x 7' 11" B WOOD PAINT H.M. • PAINT • • ® 205B 207 KITCHETTE 3'-6" x 7' • • • 2" E WOOD PAINT H.M. PAINT BARN DOOR 207 209 CONFERENCE 3' x 7' 14" B • WOOD PAINT H.M. PAINT 0209 A A A n STRAP STUDS TOGETHER. STOREFRONT SYSTEM WITH ALUM. STOP AND WEATHERSTRIPPING DOOR PER SCHEDULE DOOR JAMB / HEAD 3"=1'-0" ALUM. THRESHOL SET IN SEALANT STOREFRONT DOOR PER SCHEDULE WITH WEATHERSTRIPPING. N CONC. STOOP STOREFRONT DOOR DETAIL 3„=1'-0„ DOOR PER. SCHEDULE SWEEP HANDICAP APPROVED THRESHOLD WITH MAX. 1:2 SLOPE AND 1 /2" HEIGHT CHANGE DR. SILL DETAIL 3"=1'-0" 3"x3" GAL. ANGLE BOLTED TO CONC JAMB - PAINT NEW SECTIONAL DOOR PER SCHEDULE - WEATHERSTRIPPING REVERSE MOUNT TRACK PER MANUFACTURER NEW .STRUCTURAL' STRONG BACK PER STRUCTURAL JAMB DETAIL 3"=1'-0" SECTIONAL STEEL DOOR PER SCHEDULE GAL. GUARD ANGLE - PAINT\� 4' HIGH O E 12" x 24" STARDARD DOCK BUMPER BOLTED TO DOCK FACE PER MANUF. REC'S. SHIM AS REQUIRED TO PREVENT TRUCK FROM HITTING BUILDING DOCK HIGH DR. SILL 3"=1'-0" REVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 6 2015 PERMIT CENTER FINISH MATERIALS SCHEDULE FLOOR FINISHES CONCRETE F-0 ENTRY MAT F-1 CARPET TILE F-2 CONCRETE FLOOR, EXISTING. SLAB, SEALED, EUCLID DIAMOND HARD OR AS SELECTED PEDITREAD, LIGHT GREY EXTERIOR CARPET TREAD 3'X6' SET IN RECESS WITH DRAIN CONTACT: SHAW CONTRACT CARPET, SCULPT 5T007 COLOR: 83170 CORK STRAIGHT LAY WITH LOCK DOTS CONTACT: LAURIE STALEY 206-390-4246 SHEET VINYL F-3 ARMSTRONG ABODE ROUGH LINEN 80825 SMOKEY GRANITE INSTALL PER MANUF. CONTACT: KIM SCHRADER 425-466-2449 PORCELAIN TILE F-4 PROVENZA Q-STONE 12"X24", WALNUT, INSTALL USING CUSTOMS REDGUARD WATERPROOFING CRACK SUPPRESSION MEMBRANE OR EQUAL NOTE: OFFSET 12"X24" FLOOR TILE 3" PER TCNA 2011 CONTACT: LISA ANDERSON, UNITED TILE 206-730-3394 F-6 NOT USED PLANK BAMBOO F-5 PREFINISHED STRAND BAMBOO PLANK PLYBOO, FL-P5872PD , HAVANA 9/16" x 3 3/4" x 72" USE MANUF. RECOMMENDED URETHANE ADHESIVE CONTACT: PUNEETA SHARMA 415-896-0577 OR KAREN RAINS 206-972-5456 USE PLYBOO STAIR NOSING TO MATCH RUBBER STAIR TREAD F-7 ROPPE, VANTAGE 96, 193 BLACK BROWN, CONTRAST NOSING, GLOW STRIP TREAD INSERT MFGR. RECOMMENDED ADHESIVE CONTACT: T&A, JILL SHAW GROUT G-1 FLOOR AT F-4, %a'JOINTS CUSTOMS FUSION PRO, 145 LIGHT SMOKE PROVIDE FIELD SAMPLE, TYP. G-2 WALL AT CT-1, B-2 1/8" JOINTS CUSTOMS FUSION PRO, 172 URBAN PUTTY PROVIDE FIELD SAMPLE, TYP. G-3 WALL ACCENT AT GT-1, 2 CUSTOMS UNSANDED, 172 URBAN PUTTY PROVIDE FIELD SAMPLE, TYP. BASE B-1 4" TS RUBBER, STD. COVE BASE, ROPPE PINNACLE, 193 BLACK BROWN, 120' ROLL B-2 6" X 12" COVED PORCELAIN BASE, DALTILE, PORCEALTO BIANCO GHIACCIO CD-28 B-3 4" TS RUBBER, NO -TOE BASE, ROPPE PINNACLE, 193 BLACK BROWN, 120' ROLL B-4 3" x 5/8"X72" PLYBOO HAVANA STRAND BASE BOARD BB-0372PD WALL FINISHES PAINT P-1 TILE - WALL BENJAMIN MOORE, WINDS BREATH OC-24, EGGSHELL TYP. RR. WALLS, SEMI -GLOSS SHEEN CT-1 GT-1 GT-2 OFC RR, DALTILE PORCELATO BIANCO GHIACCIO CD-28 12"X 12" CONTACT: SIDNEY CRUZE 206-920-1554 OFC RR, BELLAVITA BAMBOO PEARL GREY STRIPS MOSAIC CONTACT: KAROL HAUTCH PENTAL FIRST FLR KITCHEN BACKSPLASH BELLAVITA BAMBOO PLANK DESERT 2 X 12 PENTAL OTHER FINISHES PLASTIC LAMINATE PL-1 TP-2 WHSE TOILET PARTITIONS, CABINET FACE WHSE COFFEE BAR NEVAMAR EASY ELEGANCE VA5002T PL-2 TP-1 OFC TOILET PARTITIONS, WILSONART XANADU 7945K-18 PL-3 RR WAINSCOT WHSE, NEVAMAR SILVER AU METALX MXT003T PL-4 MAIL ROOM CABINETS, FORMICA 5884 CHESTNUT WOODLINE PL-5 MAIL ROOM COUNTER, FORMICA 837 GRAPHITE SOLID SURFACE SS-1 COUNTER & SPLASH, OFFICE RESTROOMS, CAESARSTONE 9601 OYSTER 2CM CONTACT: SS-2 COUNTER & SPLASH KITCHENETTE TYP. CORIAN, GLACIER WHITE METAL MTL-1 GLASS GL-1 GL-2 STAIR HANDRAIL AND BRACKETS #4 STAINLESS STEEL TEMPERED GLASS, CLEAR TEMPERED GLASS, WITH FILM, 48"W, 2MIL, DUSTED CRYSTAL OR AS DESIRED GL-3 %4" PLATE GLASS MIRROR, W/O FRAME, CLEAT TO WALL WOOD W-1 TYP. WOOD, POPLAR OR BIRCH SPECIES, STAIN TO MATCH F-5, MATTE FINISH WOOD DOORS WD-1 TYP. WOOD DOOR 3' X 8' SOLID CORE, 5-PLY CONSTRUCTION POPLAR OR BIRCH, STAINED W-1 DOOR HARDWARE (SEE FINISH HARDWARE SPEC) FINISH (TYP.) US26D LOCK & LATCHSETS SCHLAGE HARDWARE GRADE 1 U.N.O. LEVER STYLE ATHENS HINGES IVES CLOSERS LCN CABINET HARDWARE PULL-1 5" WIRE PULL, BRUSHED ALUMINUM DOORFRAMES FR-1 TIMELY HOLLOW METAL ,18 GAUGE, PAINT TO MATCH P-1 CEILING TYPES A LAY -IN ACOUSTICAL TILE SYSTEM, ARMSTRONG DUNE, 2' X 4' X 3/4' TEGULAR EDGE TILE, 1%6' PRELUDE GRID STRUCT. EXPOSED STRUCTURE WALL PROTECTION WP-1 16 GA. STAINLESS STEEL 1" X 1"X 4'-0", #4 FINISH WINDOW BLINDS WBL-1 TYP. 1" HORIZONTAL ALUM. BLINDS, TYP. LEVOLOR RIVIERA CLASSIC, 34 BRUSHED ALUMINUM, SHEERVIEW PERFORATION TRANSITIONS TRS-1 SCHLUTER SCHIENE 34' OR AS REQUIRED TRS-2 ROPPE .080" #21, 193 BLACK BROWN, REDUCER TO CONCRETE USE MFG APPROV. CONTACT BOND ADHESIVE MISCELLANEOUS INTERIOR FE FIRE EXTINGUISHER, LARSEN SOLID DOOR,SEMI-RECESSED, CLEAR ANODIZED ALUM. SQUARE TRIM CONTRACTOR TO DETERMINE MODEL APPLIANCE LIST REF-1 ADA UNDERCOUNTER REFRIG, U-LINE 29R BLACK W/SS PULL REF-1A ADA UNDERCOUNTER REFRIG/FREEZER COMBO, U-LINE CO29F BLACK W/ SS PULL REF-2 REFRIGERATOR/BOTTOM FREEZER, SECOND FLR KITCHEN, LEIBHERR CS1660 WITH ICEMAKER REF-3 TBD REFRIGERATOR/ FREEZER, WHSE FLR COFFEE BAR WITH ICEMAKER DISHWASHER BOSCH 300 SERIES SGE63E15UC STAINLESS STEEL OR AS SELECTED (2) COOKTOP GE 30" BUILT-IN TOUCH CONTROL ELECTRIC COOKTOP ADA JP5030SJS OVEN GE CAFE SERIES 30" BUILT-IN FRENCH DOOR SINGLE CONVECTION OVEN ADA CT9070SHSS HOOD BROAN ELITE 613004 30"- PROVIDE ADA SWITCH MICROWAVE TBD SIM TO GE PROFILE 14H X 24W RESTROOM ACCESSORIES HAND DRYER DYSON JT-SB116EH-G-UL TP-1, TP-2 TOILET PARTITION OVERHEAD BRACED/FLR MOUNTED NAPKIN DISPENSERS BOBRICK B-353, RECESSED TOILET PAPER DISPENSER, DUAL ROLL, W/ SHELF BOBRICK B-2840 TOILET SEAT COVER BOBRICK B-301, RECESSED COAT HOOK BOBRICK B-6707, SATIN FINISH, BACK OF DOOR AT METAL PARTITIONS JANITOR RM ACCESSORIES UTILITY HOOK BOBRICK B-6707 MOP HOLDER BOBRICK B-223 PLUMBING FIXTURES LAV-1 RESTROOM ADA SINK: KOHLER, LADENA, 21"X14", K- 2215-0 WHITE FAUCET: GROHE ESSENCE 32137000 POLISHED CHROME SOAP: BOBRICK B-8226 LAV-2 WHSE RESTROOM ADA SINK: KOHLER, SOHO, 21"X14", K- 2053-R-0 WHITE FAUCET: GROHE ESSENCE 32137000 POLISHED CHROME SOAP: BOBRICK B-8226 S-1 ADA KITCHEN SINK: ELKAY ELUHAD211555PD BOWL: 21" x 15" FAUCET: RUVATI, SS RVF1218ST HOT WATER DISPENSER: INSINKERATOR F-H3300 PF-1 FLOOR MOUNT URINAL: KOHLER BRANHAM K-4920T (VERIFY SPUD) PF-2 FLUSH VALVE: SLOAN UPPER CUT PF-3 WATER CLOSET: WALL HUNG KOHLER KINGSTON K-4325 DF-1 OFFICE HI -LOW DRINKING FOUNTAIN: HAWS H1011.8 DF-2 WHSE HI -LOW DRINKING FOUNTAIN: HAWS 1119.8 PF-4 UTILITY TUB: MUSTEE UTILATUB 19CFT FAUCET: DELTA 2121 LF PF-5 SEMI -CIRCULAR WASHFOUNTAIN: 54" BRADLEY WF2804 CARBON EXTERIOR FINISHES SITE ACCESSORIES BIKE RACK LANDSCAPE FORMS, PI RACK, BLACK (OPTIONAL) WALLS PT-1 PT-2 PT-3 PT-4 BLK-1 PANEL CMU WD CANOPY ROOF METAL PILASTERS BENJAMIN MOORE, BM-2121-30 BUILDING REAR BENJAMIN MOORE, BM-2121-10 PAINT ENTRY COLUMNS BENJAMIN MOORE, BM-2093-10 CONCRETE AT BASE BENJAMIN MOORE,BM HC-83 MUTUAL MATERIALS SPLIT FACE, KHAKI ALPOLIC SILVER METALLIC MUTUAL MATERIALS GROUND FACE, CASTLE WHITE STAIN TO OLYMPIC 707 OR AS SELECTED AEP COOL ZACTIQUE 2 r UP KITCHENETT 106 WOMEN 104 MEN 103 EXISTING L< GENERAL OFFICE 101 0 NEW STAIRS 102 P L 0 STIR EXISTING DECK 206 HOOD C n 1 1 GENERAL OFFICE 105 F-2 B-3 FIRST FLOOR FINISH LAN Scale: 1/8" = 1'-0" GENERAL OFFFICE 201 F-2 B-3 0 NEW STAIRS 202 00 FRENCH UNDERCOUNIER MEN 204 F-4 B-2 OMEN 205 F-4 B-2 GENERAL OFFICE 203 F-2 B-3 kTCHENETTE 207 GENERAL OFFICE 208 F-2 B-3 MEZZANINE FINISH PLAN Scale: 1 /8" = l'-0" WOMEM/ 0 HI -LOW HANDICAP DRINKING FOUNTAINS STORAGE ROOM 123 IT CLOSET 124 5' HIGH P-LAM WNNSCOT PLM-3 WASH FOUNTAIN WAREHOUSE TOILET FINISH PLAN Scale: 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 s 2015 PERMIT CENTER N NEW PARKING STRIPES: :12 AREA QF PERMITTED ASPHALT AND PAR KINO STALLSITO BE RELOCATED 4: _.i..... ...,„ :..t: --1-- -1- ....,.... --1- _ 80' -07:17:RAILROAD : EXISTING F.H. E EAST 27. EXIST. ICBI IcB1 REMOVE WHEEL S 0 LOCATION ASPHALT IN IS AREA NEW ATOP WALLS A ,•12 ;E FI OF 12'32”E 486.50' ld \ l., , \ l., \ \ \ \ \ \\„ 1 \ 1 \ \ 0 \ 0 0 0 \ \ \ --\ \ \ , \ 0 0 0 0 ‘ NEW OVERHEAD DOCK DOOR NEW CANOPYS EXISTING DRIVE—IN NEW -.Q3NCR / // -0- NEW LANGTS-CAPING CAR OVERHANG 11 EH a STE, EXIT EXISTING STOREFRONT AND ENTRY STEPS / PATIO WITH CANOPY TO BE REBUILT EXISTING SKYLIGHT SMOKE VENTS. NEW 32 \ HIGH \DOI K \AND CA PY TY EXIST. 'CBI D.S. 9 10 • . A -- ,`Ik?,10 • • -0-.. • ...tOMW11,0' . • • • • •• • • • ' / b i EXIST. em, In ('.4: 111 /S, A, / /c, /\\ A\ -,-•., / / / / / ,1 P NEW LANDSCAPE REPLACE EXISTING OVERHEAD DOOR NEW STOREFRONT...11 EXISTING DOOR W._ I NG 380'.-0" EXISTING EXIT 11111 BIKE RACK — LANDSCAPE RAMP AND HANDRAILS EXIST ICBI XISTING CURB EXIS EXIS NEW INC FLAG POLE INC DSCAP LANDSCAPE SIGHT TRIAI\ ?LE v CITY ELECTR CAL VAULT EASEMENT '77 56.31.7. D.S. MI =M573 17.1.11:1.71 EXISTING FIRE HYDRANT 15'x361' EXISTING DOWN SPOUTS TO BE REPLACED PARKING N88°' 1=1 :TASMENT 1:1====1 LI NEW WHEEL STOPS SOUTH PARKING NEW ELECTRICAL ROOM FOR BUILDING — SEE SHEET A2.8 2'32 'W 486 5J' SITE PLAN 75 CAR PARK 1" = 20'-0" NORTH E <1ST. ANDOVER PARK EAST E • • t— CD ;TS v. J. v. ;T. t 0 0 0 acic, I,- co 10 et co Csl 0 SEPARATE PE Win" REQUIRED FOR: )21 Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING pivi;3,IgNi EXIST. I of EV SiONS No changes shall t• n made to the scope of work without prior approval ot Tukwila Bui ding Division NOTE: R3visions ill re wire a new plan submittal and may include add tonal Wan review fees. 15. • r review appr ; I of CCIINL .e whition eatly of apptavad Raid Copyr„.. CORRECTION LTR# 110""if audio :4610S 9/3// BULL 3 DiV,JON L. E:COMPLIANCE BUILDING DIVISION • tt.-‘) 1.1z REVIEWED FOR COD City of Tukwila SEP 0 1 2015 APPROVED to -6" 14" / WO uu o o VE\ ( 9'-6" B 9'-6" o VE\ 8" SOLID SURFACE SHELF ( 9'-6" HI —LOW HANDICAP DRINKING FOUNTAINS 20'-0" 01 9'-6 5'-0" // 8'-0" UTILITY SINK — 5' HIGH P—LAM WAINSCOT PLM-3 WASH FOUNTAIN ENLARGED TOILET ROOM PLAN AT WAREHOUSE Scale: 1/4" = 1'-0" VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED CONFERENCE 209 CEILING HT. GLAZING WITH 12" SILL HT. W • EXISTING DECK 206 21 "D. SOFFIT SEE DETAIL THIS SHEET 10'-4 1/2"/ STAIRS 202 D (9'-o" I 13) WOMEN 205 —gN SHEUES KITQHENEi'E 207 MEZZANINE PLAN GENERAL OFFFICE 201 (8'-8" I A) 13 1'-5" 4'-6' CO GENERAL OFFICE 203 (a'$"IA) GENERAL OFFICE 208 C e'-e' 1 A, \ VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND. AS REQUIRED Scale: 1/8" = 1'-0" AREA OF OCCUPIED SPACE = 2,843 S.F. c.) cc O w CL Cu_I �- — w < W H w Z J Q N < Oz� CONFERENCE 108 1 MOVE DOOR APPROXIMATELY 4'-6" 0 GENERAL OFFICE 101 COLUMN 7'-0" 10'-4 1/2" D to 7.0 CLOSET 107 KIT r HENETTE 106 21" SOFFIT J -- 7'—O 5/8" WOMEN 2'-10 1 03 1'-4" -,0 L_J MEN 103 U 17'-0 7/8" LJ / 4'-0" /3'-0 / 0) COPY 111 UP XISTING IR GWB WITH METAL STUDS FURRING FOR ELECTRICAL AND PHONE r 10'-3" 3'-6" GLASS RAIL SYSTEM 4'-0" GENERAL OFFICE 105 exist RELOCATE EXIST. DR. ENLARGED FIRST FLOOR. PLAN OFFICE 109 1 0 TI 110 7'-0" GWB WITH METAL STUDS FURRING FOR ELECTRICAL Scale: 1/8" = 1'-0" NEW ELECTRICA ROOM WITH H.M. DOOR. 1 0'-0" e O 0 N Foonamm NEW ELECTRICAL ROOM Scale: 1/8" = 1'-0" EVISION N REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL •2.2 2015 PERMIT CENTER INTERIOR LIGHT FIXTURE LIST updated 7-15-15 NOTES: 1. xx — quantity determined by EC 2. Install with controls per code 3. Provide Emergency back-up where noted type man of notes quantity O 6" LED downlight for corridor and restroom PATHWAY 6VLED-2000-35K-955-6VLEDMD/FCLPF 55 degree beam spread, Nickel self -flange Quick ship 36 housing included P 2 x 2 LED typ. office w/ dim and emergency as noted LITHONIA 2ALL2-33L-MVOLT-D37-LP835 53 Q 3.5" LED downlight bathroom shelf WAC Testa OK'D 7/8/15 HR-3LED-H18D-ICA Clear tense, satin nickel trim Clear reflector 24 housing NWLD-200-L-E-1 24 R Wall -mounted LED at warehouse utility sink and Basin LUMINAIRE LED AEL-48-20-120/277-35K DP finish 3-4 week lead 2 S LED Lensed strip light at DF and Storage COLUMBIA LCL-4 35K-ML-E-U 10 days 3 T LED undercabinet AFX 22 LWHU 2-3 weeks xx U . Recessed linear at 2nd flr DF alcove A Light ACL5 4 X LS 35 HE U W 3-4 week lead NOT USED V LED Pendants at stair landing Suspend at different drop lengths Field determine RESOLUTE Puncheon 5.5" diameter x20"high 96" max drop Xorel fabric: Meteor 6427-720 P520PM 14W Seattle 2 weeks $198. each Contact: Lorena 206-343-9323x 3 W Die Cast LED exit Non-public ISOLITE LPDC EM G S AB UN Die cast Quick ship Green xx X Edgelite LED exit Office area ISOLITE ELT EM G X BA X Quick ship green xx Y Emergency LED egress ISOLITE RL2LED Z FINISH Quick ship xx Z optional Recessed linear wall wash at entry wall A Light D7 8. LS 30 U HTLO 3-4 week lead 1 LEGEND ® EXIT SIGN (ZP DIRECTIONAL EXIT SIGN ( 8'-8" I A ) CEILING HGT. FROM' FIN. FLR. / CEILING MATERIAL GYPSUM WALLBOARD CEILING -I---f- 2' x 4' SUSPENDED ACOUSTICAL TILE CEILING O A LIGHT FIXTURE IDENTIFICATION TAG GYPSUM WALLBOARD EXPANSION JOINT DEFERRED SUBMITTALS THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT TO BE FORWARDED TO THE BUILDING DEPARTMENT FOR THEIR REVIEW AND APPROVAL. ENGINEERING PLANS SHALL BE STAMPED AND SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. NO WORK ON THESE ITEMS SHALL BEGIN UNTIL CITY APPROVAL HAS BEEN RECEIVED. 1. SUSPENDED CEILING SYSTEM (IF ALTERNATE METHODS, DESIGN AND METHODS ARE REQUESTED) CEILING INSTALLATION REQUIREMENTS • MINIMUM 2" WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS — OPPOSITE WALL • MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO • PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE • OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC • SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11. TO LOCAL BUILDING OFFICIAL. NOTE: SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER. HANGERS INSTALLED PER ASTM C636 AND MANUFACTURES REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. MAIN B #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE EXPANSION JOINT ROSS TEE TYPICAL SEISMIC JOINT MAX. 8" I I .... i0..ar [i 'cif?i : iF i i'i.S2 i : ri :4i •i n P C ON " WIMP P P EXISTING DECK 206 21 "D. SOFFIT SEE DETAIL THIS SHEET ENCE 0 P P " n NEW Oo: Oo; 2 STAIRS 02 D 0 v 0 O 0 0 v KITCHENETTE ® 207 (8'-8" I B ) x E X S T IN G STAI DO Ih N IT 208 P n P " P " ME RG GENERAL OFFFICE 201 (e'-9" I a ) 0 0 0 0 0 0 0 H a P ME G 6CNER OFFICE!' 20 (8'-81 A ) GENERAL EME G ENLARGED MEZZANINE CEILING PLAN P Fg OFFICE 208 (A'-IrI A MIN. 3/8" Scale: 1/8" — 1'-0" #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE MAIN OR CROSS TEE STABIUZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART UNATTACHED WALLS UNATTACHED EDGE CROSS TEE PER ASTM C63 45 or Tess STEEL STUD COMPRESSION POST #12 HANER WIRE MAIN CEIUNG BEAM PER ASTM C635 45' or less TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WTFHIN 3" ( TOP TO BOTTOM) 45' or less UP P ir9 P n ( P CONFERENCE P ME G 21" SOFFIT P P 1 KIT P I COPY 11' S TING I S P P IR P u G (9'-&' I A ) GENERAL OF D Eq. 101 FICE —I ' P EME'G GENERAL OFF E RELOCATE EXIST. DR. a P EME P P P[EjR G P OPF P OFFICE P 109 ENLARGED FIRST FLOOR CEILING PLAN U Scale: 1/8" — 1'-0" /1 / 1-9n 1'-6" Ot'yf OFFICE RR SOFFIT DETAIL Scale: 1/8"- — 1'-0" EVlS$N. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 of Tukwila DIVISION T (JU 9'.6' 1 (•) ekiLi HI —LOW HANDICAP DRINKING FOUNTAINS ENLARGED WAREHOUSE RR CEILING PLAN Scale: 1/8" — 1'-0" RECEIVED CITY OF TUKWILA JUL Z,..2 2015 PERMIT CENTER 8" SOLID SURFACE SHEL SS-9 9'-6" V`) 0 0♦ N S 9'-6' HI -LOW HANDICAP DRINKING FOUNTAINS 20'-0" 0 0 a' 5'-0" STORAGE v STRUC (°I IT CLOSET UTILITY SINK 5' HIGH P—LAM WAINSCOT PLM-3 WASH FOUNTAIN ENLARGED TOILET ROOM PLAN AT WAREHOUSE Scale: 1 /4" = 1'-0" W CC 12 OO IJ_ [JyJ W VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED SEPARATE PERMIT REQUIRED FOR: C.t4othanical. L7 ectrical _ flIumbing ld Gas Piping City of Tukwila Bl~i'1 7'.'''y,r DIVISION GWB FURRING AT CONCRETE FIN td- co EXISTING DECK 206 __ 21 "D. SOFFIT SEE DETAIL THIS SHEET 0 0 ♦ ♦ 0 GENERAL OFFFICE 201 j 4 1/2" MEN 204`® (.9.4.1B) WOMEN ® 205 9'-0' B KIrQHEN O 0 207 (8.-8 I B ) 111 EX STING STAI R N —3" IT 208 GENERAL 330 OFFICE 203 0 5" 4'-6" (8'-8'l A) GENERAL OFFICE 208 0'-8" I A ) MEZZANINE PLAN VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED Scale: 1/8" = 1'-0" AREA OF OCCUPIED SPACE = 2,843 S.F. It Plan re Approval of construction the violation of any a of approved Field Copy end Is MOVE DOOR APPROXIMATELY 4'-6" IP I CONFERENCE 108 r. 108 ♦ GENERAL OFFICE 101 COLUMN 7'-0" / 10'-4 1 /2" CLOSET 107 KITE HENETTE 106 21" SOFFIT 0 UP MEN 103 u 17'-0 7/8" GWB WITH METAL STUDS FURRING FOR ELECTRICAL AND PHONE r 10'-3" 3'-6" GLASS RAIL —I SYSTEM J -I / 4'-0" /3'-0 / 0) 4'-0" GENERAL OFFICE 105 COPY 109 UP STING S RELOCATE EXIST. DR. ENLARGED FIRST FLOOR PLAN OFFICE 109 GWB WITH METAL STUDS FURRING FOR ELECTRICAL Scale: 1/8" = 1'-0" end 0111188i0113. nd authorize Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT2: Revisions will require a new plan submittal and may inc!ude additional plan review fess. WED FOR. COMPLIANCE APPROVED IJUL 15 2015 ty of Tukwila D1NG DIVISION REVISION NOLL RECEIVED CITY OF TUKWILA JUL 10 2015 PERMIT CENTER ibson\architectural\14032 a2.0.dwg INTERIOR LIGHT FIXTURE LIST NOTES: 1. xx — quantity determined by EC 2. Install with controls per code 3. Provide Emergency back-up where noted type manuf notes quantity O 6" LED downlight for corridor and restroom PATHWAY 6VLED-2000-35K-B55-6VLEDMD/FCLPF 55 degree beam spread, Nickel self -flange Quick ship 36 housing included P 2 x 2 LED typ. office w/ dim and emergency as noted LITECONTROL ALL2-37L-MVOLT-D37-LP835 53 Q 4" LED downlight bathroom shelf CONTRAST LD2J-C-13-CL-35-80-W Clear tense, satin nickel trim Clear reflector 5 days to ship from order 24 housing NWLD-200-L-E-1 24 R Wall -mounted LED at warehouse utility sink and Basin AEL 48-20-120/277-35K DP finish 3-4 week lead 2 S LED Lensed strip light at DF and Storage COLUMBIA LCL-4 35K-ML-E-U 10 days 3 T LED undercabinet AFX 22 LWHU 2-3 weeks xx U Recessed linear at 2"d flr DF alcove A Light ACLS 4 X LS 35 HE U W 3-4 week lead NOT USED V LED Pendants at stair landing Suspend at different drop lengths Field determine RESOLUTE Puncheon 5.5" diameter x20"high 96" max drop Xorel fabric: Meteor 6427-720 P520PM 14W Seattle 2 weeks $198. each Contact: Lorena 206-343-9323x 3 W Die Cast LED exit Non-public ISOLITE LPDC EM G S AB UN Die cast Quick ship Green xx X Edgelite LED exit Office area ISOLITE ELT EM G X BA X Quick ship green xx Y Emergency LED egress ISOLITE RL2LED Z FINISH Quick ship xx Z optional Recessed linear wall wash at entry wall A Light D7 8 LS 30 U HTLO 3-4 week lead 1 LEGEND ® EXIT SIGN + DIRECTIONAL EXIT SIGN 8'-8" A) CEILING HGT. FROM FIN. FLR. / CEILING MATERIAL GYPSUM WALLBOARD CEILING -j-j- 2' x 4' SUSPENDED ACOUSTICAL TILE CEILING GA LIGHT FIXTURE IDENTIFICATION TAG GYPSUM WALLBOARD EXPANSION JOINT DEFERRED SUBMITTALS THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT TO BE FORWARDED TO THE BUILDING DEPARTMENT FOR THEIR REVIEW AND APPROVAL. ENGINEERING PLANS SHALL BE STAMPED AND SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. NO WORK ON THESE ITEMS SHALL BEGIN UNTIL CITY APPROVAL HAS BEEN RECEIVED. 1. SUSPENDED CEILING SYSTEM (IF ALTERNATE METHODS, DESIGN AND METHODS ARE REQUESTED) CEILING INSTALLATION REQUIREMENTS • MINIMUM 2" WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS — OPPOSITE WALL UST HAVE A 3/4" CLEARANCE. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO • PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. EILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS SPRINKLERS AND OTHER PENETRATIONS. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. NOTE: SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURES REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. MAIN B #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE EXPANSION JOINT ROSS TEE TYPICAL SEISMIC JOINT ff u II li n n P P ME P ME13G GENE MAX. 8" MIN. 3/8" 201 RAL CFFFICE P (a-8.1 A) 1❑ I P EXISTING DECK 206 21 "D. SOFFIT SEE DETAIL THIS SHEET NSW P 2 STAIRS 02 Q e ,—r 0 0 P 0 y 0 O P`G 0 0 0 33o 0 0 OFFICE P 203 (8'$'I A ) n 0 0 po: •o: KITCHENETTE ® 207 Q® (8'-8" 1 B J x n El GENERA P .ME G OFFICE 208 ( aa"1 A r E X S T IN G STAI R DO N N ENLARGED MEZZANINE . CEILING PLAN Scale: 1/8" — 1'-0" #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE MAIN OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART UNATTACHED WALLS UNATTACHED EDGE CROSS TEE PER ASTM C63 45' or Tess 45" or Tess STEEL STUD COMPRESSION POST #12 NANER WIRE o'er MAIN CEILING BEAM PER ASTM C635 45' or Tess TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) 45' or less CONF RENCE 1s8 GENERAL OFFICE L GENERAL OFF 105 UP STING RELOCATE EXIST. DR. �M\ ENLARGED FIRST FLOOR CEILING PLAN Scale: 1/8" — 1'-0" OFFICE RR SOFFIT DETAIL Scale: 1/8" — 1'-0" (0 REVIS1$N NtJ_ HI -LOW HANDICAP DRINKING FOUNTAINS r ` WED FO" COMPLIAN APPROVED IJUL 15 2015 ty of Tukwil *ING DIVISI SINK 5' HIGH P-LAM WAINSCOT PUA-3 WASH FOUNTAIN ENLARGED WAREHOUSE RR CEILING PLAN Scale: 1/8" — 1'-0' RECEIV' D CITY OF T KVIIILA UL 10 2015 PERMIT CENTER Ieeeee.eeeelieeeeeeeeeel1 SO _2„ co ea Ieeeee.iieeeileeeeeeeee 11 99 KITCHENETTE 207 PLAN Scale: 3/8" = 1'-0" 2'-0" 0 0 N N 0 0 0 0 0 0 cn 0 0 0 0 LO U) N 04 d'y�] 01,1 cl� eenneeeee unworn eeeeeeeeee■ T C) KITCHENETTE 106 PLAN Scale: 3/8" = 1'-0" 0 N 1\ UNDER CABINET LED STRIPLIGHT TYP. 2'-0" 7'-O. 5/ PLASTIC LAMINATE UPPER CABINET W/ (2) ADJUSTABLE SHELVES. INTERIOR SURFACES TO BE WHITE MELAMINE. SOFT CLOSE CONCEALED HINGES PROVIDE K&V 255 INLAID PILASTER SHELF STANDARDS & CLIPS. 5" WIRE PULL (TYP.) UNDERMOUNT S.S. SINGLE BOWL ADA SINK NOTE: PROVIDE BLOCKING AT ALL WALLS TO RECEIVE CABINETS. COORDINATE WITH CABINET MANUFACTURER. (T(P.) UNDER CABINET LED STRIPLIGHT TYP. CORIAN OR CAESARSTONE COUNTER W/BACKSPLASH DRAWER W/BLUM RUNNERS PLASTIC LAMINATE BASE CABINET W/ 1 ADJUSTABLE SHELF BASE PER FINISH SCHEDULE GOOSE NECK FAUCET CORIAN OR CAESARSTONE COUNTER W/BACKSPLASH FALSE DRAWER FRONT 5" WIRE PULL (TYP.) PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE. BASE PER FINISH SCHEDULE ADJ SHELVES COFFEE BAR COUNTER CABINETS ABOVE AND DRAWERS BELOW WITH UNDER —MOUNT SINK, DISH WASHER AND REFRIGERATOR VENDING MACHINES 0 0 WO WAREHOUSE COFFEE COUNTER PLAN Scale: 1 /4" = 0 N•) 0 HORIZ OUTLET W/WHITE COVERS tDJACENT OR 3'-4 5/8" 14"D. ADJ.SHELVES/BRACKETS PL-1 1 N N .1 0 N PT-1 i i • • \ W- \ i , _ __\ i • •\ • / / 0-• .,i" ' \1 MICRO - \ - �._ REF-3 / • PT-1 D/W PT-1 • • st COFFEE MUGS LIGHT 2'-4" VALANCE / i \ / \ — --,i ®-\- i • • • • COFFEP 0 \V PL--i PULL-1 WHSE COFFEE BAR ELEVATION MICRO 0 HORIZ OUTLET W/WHITE COVERS 48" x 30" CLEAR SPACE CENTERED ON SINK FOR SIDE APPROACH ACCESS MAXIMUM SIDE REACH OVER AN OBSTACLE 2'-6" 2'-0" CLEARANCE SECTIONS WAREHOUSE COFFEE COUNTER ELEVATION Scale: 1/4" = 1'-0" -LIGHT VALANCE - GT-2 SS-2 CONT. SHEL B-4 TO INSIDE 0 CAB. PT-1 1'-3" 1.-3" • • / i W-1• o!II a D/W II — W-1 I i1 FIRST FLOOR KITCHENETTE 106 ELEVATIONS Scale: 1 /4" = 1'-0" PT-1 PT-1 SS-2 B-4 CONT. TO DOOR PT-1 i7 . = •.. o i \ \� / (\ • / / • • PL-4 __1_\ /� REF-2 -�I.��- -/--�U.-- - CV I 1 N r—i Ct-7 SS-2 0 00 E ElM!0L - T===== `i 0) N 48" x 30" CLEAR SPACE A TO OPENED DISHWASHER DO FOR ACCESS .I 1 I 1 I L _L_ CLEARANCE PLAN ADA CLEARANCE PLAN AND SECTIONS • CONT. SHE TO INSIDE 4 CAB. PT-1 i • F �.7\ 0 0 - �• - ' W-1 EF-ce1'A -i 1'-0" / PT-1 0) SS-2 0 N • GT-2 ii„ MEZZANINE KITCHENETTE 207 ELEVATIONS Scale: 1 /4" = 1'-0" PT-1 SS-2 SS-2 ALIGN FULL TILE WITH UNDERSIDE OF CAB. HORIZ— OUTLET W/WHITE COVERS UNDER CAB LED STRIP B-4 BARN DOOR W/TRACK ON OPP SIDE COI 10 �- r. • • J'i GT-9 - SS-2 ,i 0 ' o / — 1 REVISIn t /RE VVED FOR QODE C MPtIANCE APP OYED JUL 15 2015 City of Tukwila 1 .WILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 0 2015 PERMIT CENTER PT-1 CT-' ��HAND DRYF, B -9 WD-1 CT-1 NTERIOR ELEVATION KEYNOTES 01 PAPER TOWEL DISPENSER 03 TOILET PAPER DISPENSER 05 1 1/2" DIA. STAINLESS STEEL GRAB BARS MIRROR, 3'-0" HIGH x 2'—O" WIDE IN STAINLESS STEEL FRAME 10 PLASTIC LAMINATE WAINSCOT 11 6" INTEGRAL COVE SHEET VINYL BASE 1© LAVATORY WITH WRAPPED PIPES FOR HEAT PROTECTION. tct- 0, 6 �. NOTE: ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. CHAPTER 11, WAC 51-50 AND ADA GUIDELINES (TYPICAL) 2'-0" in N RESTROOM ELEVATION NOTES SCALE: 1/4" =1'-0" " 1/4' PLATE GLASS MIRROR CLEAT TO WALL GL-3 SOLID SURFACE SHELF PER INTERIOR ELEVATION WALL HUNG LAVATORY INSTALL FORM FITTED TEMPERATURE SHIELDING ON ALL EXPOSED SUPPLY AND DRAIN LINES PLASTIC LAM WAINSCOT PER INTERIOR ELEVATION COVED.SHEET VINYL PER FIN. SCHED. WHSE LAV COUNTER SECTION SCALE: 1" = 1'-0" 1DIMENSIONS AND KEYNOTES 3'-6" 1 1/2" GRAB BAR 3'-3" 54" MIN. C---- TOILET PAPER DISPENSER 4'-0" 2 DIMENSION DETAILS 3.5" LED LIGHT FIXTURE IN SHELF 1/4' PLATE GLASS MIRROR CLEAT TO WALL GL-3 2'—O" 0 SOLID SURFACE COUNTER AND BACKSPLASH PER INTERIOR ELEVATION UNDERMOUNT LAVATORY INSTALL FORM FITTED TEMPERATURE SHIELDING ON ALL EXPOSED SUPPLY AND DRAIN LINES 2Y2' X 2Y2' XY4" STEEL ANGLE BRACE THRU BOLTED TO DBL. 18 GA. METAL STUD W/ 4- %6" DIA. BOLTS. INSTALL ANGLE EACH END & CENTER SPAN WALL TILE PER INTERIOR ELEVATION OFFICE LAV COUNTER SECTION SCALE: 1" = 1 '-0" PL-3 . to 7"-9" i� WD-1 z O_ N PL-3 SS-2. PT-1 773 f PL-3 F-3 PT-1 PL-3 PL-1 ' PL-3 F-3 MENS WAREHOUSE RESTROOM ELEVATION - WOMENS SIM. SCALE: 1/4" =1'-0" PT-1 PT-1 PT-1 PT-1 c) iv 3 CT-1 CT-1 PL-Q is S -7I / PAINT SHELF ALL PT-1 SHLUTER SCHIENE TRIM TYP. n PT-1 PT-1 f7i PL- ��HAND DRYF 2 R MENS 103 ELEVATION - WOMENS 104 SIM. SCALE: 1/4" =1'-0" PT-1 / / PT-1 PL-2 CT-1 GT-2 Ti") GT-1 - B-2 SS-1 WOMEN 207 - MEN 206 SIM. SCALE: 114" =1'-0" PL-3 F-3 HAND /g DRYER SHLUTER SCHIENE /TRIM / TYP. PT-1 CT- 1 BISON PT-1 SHLUTER SCHIENE TRIM TYP. CT- WD-1 PT-1 11 WD- 1 I CT-1 - _ k----1 I PT-1 B-2 REV EVVED FC CODE COMPLIA'' APPROVED JUL 15 2015 City of Tukwil BUILDING DIVI n RECEIVED CITY OF TUKWILA JUL 10 2015 PERMIT CENTER (, -73 0 O V) O O O N S 0 0 C 0 CD 0 0 N 0 d 3D 0 0 7,12 r7 Er, GLASS HANDRAIL SYSTEM WOOD TRIM AND GWB REVEAL GWB AND METAL STUDS STEM WALL KICKER AS REQUIRED 0 EXISTING FLOOR STRUCTURE WITH NEW HEADER PER STRUCTURAL NEW CEILING PER SCHEDULE GUARD RAIL AT TOP DETAIL 1 1 /2" = 1'-0" WOOD TRIM AND GWB REVEAL GWB PARTITION • \A/ • II L \y t\ GLASS HANDRAIL SYSTEM AND APPLIED HANDRAIL WOOD SKIRT _ STRINGERS At\t\t\t\ t\t\t\t\t STRINGERS WITH BLOCKING UNDER SKIRT WOOD TRIM AND GWB REVEAL w 0 L- CPI w_ w GWBATUNDERSIDE OF STRINGERS t\ GLASS HANDRAIL SYSTEM AND APPLIED HANDRAIL WOOD SKIRT SURFACE WOOD ON STAIR WOOD TRIM AND GWB tA1.1t.X i\t tAtA1 STRINGERS WITH BLOCKING UNDER SKIRT SIDE RAIL DETAIL 0 SIDE RAIL DETAIL 1 1 /2" = 1 -0" \y STAIR ELEVATION • :o c lD • 11 RISERS AT 6.82" 12 RISERS AT 6.75" 1 1/2" = 1'-0" GLASS HANDRAIL SYSTEM AND APPLIED HANDRAIL WOOD SKIRT IR STRINGERS STRINGERS WITH BLOCKING UNDER SKIRT NEW CEILING PER SCHEDULE SIDE RAIL DETAIL FINISH PER SCHEDULE EXISTING PLYWOOD AND JOIST \ CEILING PER SCHEDULE 10 TREADS AT 11" 1 1/2" DI. STAINLESS STEEL HANDRAIL ON BRACKETS WITH RETURN ENDS STAINLESS TOP SECTION CLEAR TEMPERED GLASS RAILING 2X TREADS AND PLYWOOD RISERS WITH FINISHES PER DETAIL E / A4.1 CLEAR TEMPERED DOUBLE 2 x 12 STRINGERS Dk GLASS RAILING AND CENTER NEW HEADER PER STRUCTURAL NCEILING PER SCHEDULE HANDRAIL EXTENDED TO FLOOR BEYOND AL 1/2" PP 6'-8" STAIR SECTION 11 TREADS AT 11" 15'-3" ALUM. SPACERS TO WOOD RISER GLASS R L TOP GLASS RAIL SHOE BASE BOTTOM OF WOOD AND TOP OF 4x WOOD SKIRTING BAM TRIM WOOD STRINGERS, TREADS AND RISERS RECEIVED CITY OF MIMI PERMIT CENTER TRE D A ETAIL PP n:\dwgs\14032 455 andover park east tukwilla gibson\architectura1\14032 05.1 FINISH MATERIALS SCHEDULE FLOOR FINISHES CONCRETE F-0 ENTRY MAT F-1 CARPET TILE F-2 CONCRETE FLOOR, EXISTING SLAB, SEALED, EUCLID DIAMOND HARD OR AS SELECTED PEDITREAD, LIGHT GREY EXTERIOR CARPET TREAD 3'X6' SET IN RECESS WITH DRAIN CONTACT: SHAW CONTRACT CARPET, SCULPT 5T007 COLO STRAIGHT LAY WITH LOCK DOTS CONTACT: LAURI 206-390-4246 SHEET VINYL F-3 ARMSTRONG ABODE ROUGH LINEN 80825 SMOKEY GRANITE INSTALL PER MANUF. CONTACT: KIM SCHRADER 425-466-2449 PORCELAIN TILE F-4 PROVENZA Q-STONE 12" +4", WALNUT, IN ` ALL USING CUSTOMS REDGUARD WATERPROOF - PPRESSION MEMBRANE OR EQUAL NOTE: OFFSET 12"X24" FLOOR TILE 3" PER TCNA 2011 CONTACT: LISA ANDERSON, UNITED TILE 206-730-3394 F-6 PLANK BAMBOO F-5 PREFINISHED STRAND BAMBOO PLANK PLYBOO, FL-P5872PD , HAVANA 9/16" x 3 3/4" x 72" USE MANUF. RECOMMENDED URETHANE ADHESIVE CONTACT: PUNEETA SHARMA 415-896-0577 OR KAREN RAINS 206-972-5456 USE PLYBOO STAIR NOSING TO MATCH RUBBER STAIR TREAD F-7 ROPPE, VANTAGE 96, 193 BLACK BROWN, CONTRAST NOSING, GLOW STRIP TREAD INSERT MFGR. RECOMMENDED ADHESIVE CONTACT: T&A, JILL SHAW GROUT G-1 FLOOR AT F-4, Ye"JOINTS CUSTOMS FUSION PR PROVIDE FIELD SAMPLE, TYP. G-2 WALL AT CT-1, B-2 1/8" JOINTS CUSTOMS FUSION PRO PROVIDE FIELD SAMPLE, TYP. G-3 WALL ACCENT (AT GT-1, 2 CUSTOMS UNSANDED, 172 URBAN PUTTY \ROVIDE FIELD SAMPLE, TYP. BASE B-1 B-2 B-3 B-4 ALL FINISHES PAINT 4" TS RUBBER, STD. COVE BASE, ROPPE PINNACLE, 193 BLACK BROWN, 120' ROLL 6" X 12" COVED PORCELAIN BASE, DALTILE, 'ORCEALTO BIANC( GHIACCIO CD-28 4" TS RUBBER, NO -TOE BASE, ROPPE PINNACLE, 193 BLACK BRO l ► 0' ROLL P-1 TILE - WALL 3" x 5/8"X72" PLYBOO HAVANA STRAND BASE BOARD BB-0372P BENJAMIN MOORE, WINDS BREATH OC-24, EGGSHELL TYP. RR. WALLS, SEMI -GLOSS SHEEN CT-1 GT-1 OFC RR, DALTILE PORCELATO BIANCO GHIACCIO CD-28 12"X 12" CONTACT: SIDNEY CRUZE 206-920-1554 OFC RR, BELLAVITA BAMBf•1�]I��_\:�ICe7:i�`�`jr 1I k.ii •. �SAIC CONTACT: KAROL HAUTCH PEN FIRST FLR KITCHEN BACKSPLASH BELLAVITA BAMBOO PLANK DESERT 2 X 12 PENTAL OTHER FINISHES PLASTIC LAMINATE PL-1 TP-2 WHSE TOILET PARTITIONS, CABINET FACE WHSE COFFEE BAR NEVAMAR EASY ELEGANCE VA5002T TP-1 OFC TOILET PARTITIONS, WILSONART XANADU 7945K-18 RR WAINSCOT WHSE, NEVAMAR SILVER AU.METALX MXT003T SECOND FLOOR KITCHEN CABINETS, WILSONART ZANZIBAR 7957-78 FINE GRAIN FINISH W/ EON (VERIFY) PL-2 PL-3 SOLID SURFACE SS-1 COUNTER & SPLASH, OFFICE RESTROOMS, CAESARSTONE 9601 OYSTER 2CM CONTACT: SS-2 COUNTER & SPLASH KITCHENETTE TYP. CORIAN, GLACIER WHITE METAL MTL-1 GLASS GL-1 GL-2 GL-3 STAIR HANDRAIL AND BRACKETS #4 STAINLESS STEEL TEMPERED GLASS, CLEAR TEMPERED GLASS, WITH FILM, 48"W, 2MIL, DUSTED CRYSTAL OR AS DESIRED Y4" PLATE GLASS MIRROR, W/O FRAME, CLEAT TO WALL WOOD W-1 TYP. WOOD, POPLAR OR BIRCH SPECIES, STAIN TO MATCH F-5, MATTE FINISH WOOD DOORS WD-1 TYP. WOOD DOOR 3' X 8' SOLID CORE, 5-PLY CONSTRUCTION POPLAR OR BIRCH, STAINED W-1 DOOR HARDWARE (SEE FINISH HARDWARE SPEC) FINISH (TYP.) US26D LOCK & LATCHSETS SCHLAGE HARDWARE GRADE 1 U.N.O. LEVER STYLE ATHENS HINGES IVES CLOSERS LCN CABINET HARDWARE PULL-1 5" WIRE PULL, BRUSHED ALUMINUM DOORFRAMES FR-1 TIMELY HOLLOW METAL ,18 GAUGE, PAINT TO MATCH P-1 CEILING TYPES A STRUCT. LAY -IN ACOUSTICAL TILE SYSTEM, ARMSTRONG DUNE, 2' X 4' X 34' TEGULAR EDGE TILE, %" PRELUDE GRID EXPOSED STRUCTURE WALL PROTECTION WP-1 16 GA. STAINLESS STEEL 1" X 1"X 4'-0", #4 FINISH WINDOW BLINDS WBL-1 TYP. 1" HORIZONTAL ALUM. BLINDS, TYP. LEVOLOR RIVIERA CLASSIC, 34 BRUSHED ALUMINUM, SHEERVIEW PERFORATION TRANSITIONS TRS-1 TRS-2 SCHLUTER SCHIENE %"OR AS REQUIRED ROPPE .080" #21, 193 BLACK BROWN, REDUCER TO CONCRETE USE MFG APPROV. CONTACT BOND ADHESIVE MISCELLANEOUS INTERIOR FE FIRE EXTINGUISHER, LARSEN SOLID DOOR,SEMI-RECESSED, CLEAR ANODIZED ALUM. SQUARE TRIM CONTRACTOR TO DETERMINE MODEL APPLIANCE LIST REF-1 REF-1A REF-2 DISHWASHER COOKTOP OVEN HOOD MICROWAVE ADA UNDERCOUNTER REFRIG, U-LINE 29R BLACK W/SS PULL ADA UNDERCOUNTER REFRIG/FREEZER COMBO, U-LI E CO29F BLACK W/ SS PULL REFRIGERATOR/BOTTOM FREEZER, SECOND FLR KITCHEN, LEIBHERR CS1660 WITH ICEMAKER TBD REFRIGERATOR/ FREEZER, WHSE FLR COFFEE BAR WITH ICEMAKER BOSCH 300 SERIES SGE63E15UC STAINLESS STEEL OR AS SELECTED (2) GE 30" BUILT-IN TOUCH CONTROL ELECTRIC COOKTOP ADA JP5030SJS GE CAFE SERIES 30" BUILT-IN FRENCH DOOR SINGLE CONVECTION OVEN ADA CT9070SHSS BROAN ELITE 613004 30"- PROVIDE ADA SWITCH RESTROOM ACCESSORIES HAND DRYER DYSON JT-SB116EH-G-UL TP-1, TP-2 TOILET PARTITION OVERHEAD BRACED/FLR MOUNTED NAPKIN DISPENSERS BOBRICK B-353, RECESSED TOILET PAPER DISPENSER, DUAL ROLL, W/ SHELF BOBRICK B-2840 TOILET SEAT COVER BOBRICK B-301, RECESSED COAT HOOK BOBRICK B-6707, SATIN FINISH, BACK OF DOOR AT METAL PARTITIONS JANITOR RM ACCESSORIES UTILITY HOOK BOBRICK B-6707 MOP HOLDER. BOBRICK B-223 PLUMBING FIXTURES LAV-1 RESTROOM ADA SINK: KOHLER, LADENA, 21"X14", K- 2215-0 WHITE FAUCET: GROHE ESSENCE 32137000 POLISHED CHROME SOAP: BOBRICK B-8226 LAV-2 WHSE RESTROOM ADA SINK: KOHLER, SOHO, 21"X14", K- 2053-R-0 WHITE FAUCET: GROHE ESSENCE 32137000 POLISHED CHROME SOAP: BOBRICK B-8226 S-1 ADA KITCHEN SINK: ELKAY ELUHAD211555PD BOWL: 21" x 15" FAUCET: RUVATI, SS RVF1218ST HOT WATER DISPENSER: INSINKERATOR F-H3300 PF-1 FLOOR MOUNT URINAL: KOHLER BRANHAM K-4920T (VERIFY SPUD) PF-2 FLUSH VALVE: SLOAN UPPER CUT PF-3 WATER CLOSET: WALL HUNG KOHLER KINGSTON K-4325 DF-1 OFFICE HI -LOW DRINKING FOUNTAIN: HAWS H1011.8 DF-2 WHSE HI -LOW DRINKING FOUNTAIN: HAWS 1119.8 PF-4 UTILITY TUB: MUSTEE UTILATUB 19CFT FAUCET: DELTA 2121 LF PF-5 SEMI -CIRCULAR WASHFOUNTAIN: 54" BRADLEY WF2804 CARBON EXTERIOR FINISHES SITE ACCESSORIES BIKE RACK LANDSCAPE FORMS, PI RACK, BLACK (OPTIONAL) WALLS PT-1 PT-2 PT-3 PT-4 BLK-1 PANEL CMU WD CANOPY ROOF METAL PILASTERS BENJAMIN MOORE, BM-2121-30 BUILDING REAR BENJAMIN MOORE, BM-2121-10 PAINT ENTRY COLUMNS BENJAMIN MOORE, BM-2093-10 CONCRETE AT BASE BENJAMIN MOORE,BM HC-83 MUTUAL MATERIALS SPLIT FACE, KHAKI ALPOLIC SILVER METALLIC MUTUAL MATERIALS ROUND FACE, CASTLE WHITE STAIN TO(OLYMPIC 707 OR AS SELECTED AEP COOL ZACTIQUE 2 01 UP 1 � 0 ,Q � w .w LLJ F-2 B-3 KITCHENETT WOMEN 104 F-4 8-2 MEN 103 F-4 B-2 (STING GENERAL OFFICE 101 F-2 B-3 a NEW STAIRS 102 uP L r- n F-5 B-4 0 G 3 STIR EXISTING DECK 206 30,1 HOOD 00 00 • GENERAL OFFICE 105 F-2 B-3 GENERAL OFFFICE 201 F-2 B-3 NEW STAIRS 202 F-5 B-4 FREW uIc. UNDERCOUN1ER MEN 204 F-4 B-2 GENERAL OFFICE 203 F-2 B-3 F-4 8-2 TCHENETTE 207 GENERAL OFFICE 208 F-2 B-3 8 F-0 B-1 uu 0 �o F-3 F-3 uu { oo F-3 F-3 REVISION F-0 B-1 F-0 B-1 RE REVVED FOR C E COMPLIANC APPROVED JUL 15 2015 City ofTu ILDINQ DM RECEIVED CITY OF TUKWILA JUL 10 2015 ERMIT CENTER 13"-0" (VFY) 0'-0" EPC CAP COLLUMN PER PLAN PB BASE nc - J O 0 llllll II11I11IIll SECTION (E) FLOOR REMOVE (E) BEARING WALL (N) HDR. BEAM PER PLAN (SHORE (E) JOISTS PRIOR TO REMOVING (E) BRG. WALL) (N) 2'-6" x 2'-6" x 1'-0" FTG. w/ 4 # 4 E.W. BOT. (E) SLAB ON GRADE —\ I1=111IIIIIIII 3/4" = 1'-0" 24'-0" 24'-0" 24'-0" p°A` X N w (E) STL. BEAM (E) STL. BEAM ■ 2x14JOIST TY w -o HW OR WP HGR E.E (E) 2- 2 x14 HDR. (RELOCATE) '—' HU 212-2 HGR OR RE -USE (E) HGR. (EQ. OR BETTER-VFY) (E) STL. BEAM (N) STAIR OPENING 15 GLB. OR 5 1/4" x 14 LVL HDR. tY 0 (E) STL. BEAM w co O —1 PER ARCH. (17'-6" M VFY.) (E) STL. BEAM 0 Q re > w a (2) 2x14 w/ U-HGRS. (N) 3 1/8" x 15" GLB. OR 3 1/2" x 14" LVL HW OR WP HGR EA. END OF EA. HDR. (E) STL. BEAM (E) STL. BEAM x. N w x INFILL (E) OPENING w/ 2 x 10 DF#2 & U210 HGR w E.E (MATCH EXIST. PLYWD) (E) STL. BEAM -I MEZZANINE FRAMING PLAN Q NOTE: 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. EVSt$N 1/8" = 1'-0" 0 in N O 0 N 0 0 N REVIEWED FOR CODE COMMA APPROVED JUL 15 2015 City of Tukwil ILDING DIMS! RECEIVED CITY OF TUKWILA JUL 10 2015 NTER B N01 °47'28"E 315.00' 0 a gibson\architectural\14032 EXIST. ICBI EXIST. ICBI 3 EXIST n 401 BUILDING "EE ME►V 'I AA' B •' ;E' F' 0 1 ' S i0R 455 BUILDING REVISIONS No changes shall be made to the scope of work without prior.approveI of • Tukwila Building Division f;eC r: Revisions will rogi ii;'n :l f7".,.1 I .� r, J', I ' nor'' p"n No changes bs .4 fi be ! ri , to these plans without approval from the Planning r);,, is 'on of OCO D.S. SEPARATE REQUIRED FOR: Mocltanical 'Ic,ctricci Pftmb ng Gas Pi fit . FILE C PY Permit No. NO— CSC Plan review approval is subject to errors and omissions. Approval of construction documents doss not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy •Jnditions is acknowledged: iiWI By: Date: City of Tukwila BUILDING DIVISION 12'32"E 486.50' r---, i, i o 0 0 0 o , i 1 i r-, r-, \ \ DS. o n O ° \i N88 PROJECT DESCRIPTION 2'32 W • • EXIST. ICBI D.S. hull • OCCUPANT LOAD FACTOR S.F. # OF OCCUPANTS MEZZ. OFFICE 1/100 S.F. 2525 25 MEZZ. DECK — 2525 0 F.F. OFFICE 1/100 S.F. 3,556 36 LG. WRHS. . 1/500 S.F. 67,720 135 SM. WRHS. 1/500 S.F. 6,000 12 TOTAL BUILDING OCCUPANT LOAD 208 86.53' Replace existing office windows and entry door, install handicap access ramp, new entry stairs; planters, and landscaping at office areas and north side of building. Other exterior work will consist of reconfiguring parking to improve truck access, converting existing dock door to drive, removing existing drive in ramp so door can be used for dock high loading, and install new dock high. door, Interior work will consist of demolishing west office area, interior walls, and restrooins then installing new restrooms,. replacement of suspended ceilings, installation of new lighting, new flooring at office and installation insulation at warehouse. • V) E;IST. -B VICINITY MAP LEGAL DESCRIPTION TAX ACCOUNT NO. 0223400060 ANDOVER INDUSTRIAL PARK #5 POR NE 1/4 OF SE 1/4 OF SEC 26-23-4 BEG SE COR OF TR 6 ANDOVER INDUSTRIAL PARK #5 TH S 01-47-28 W 15 FT TH N 88-12-32 W 486.50 FT TH N 01-47-28 E 15 FT TH S 88-12-32 E TO BEG PROJECT STATS CODE REFERENCE JURISDICTION LAND USE ZONE CONSTRUCTION TYPE OCCUPANCY TYPE NUMBER OF FLOORS SITE AREA PARKING SUMMARY • STANDARD = • COMPACT = • ACCESSIBLE = BUILDING FOOTPRINT: 79,800 S.F. 2012 INTERNATIONAL BUILDING ZONE (IBC) WITH WASHINGTON STATE AMENDMENTS CHAPTER 51-50 WAC TUKWILA, WASHINGTON (TUC) TUKWILA URBAN CENTER III—B SPRINKLERED S1 WAREHOUSE, B OFFICE 2 ±153,248 S.F. (3.518 EXISTING 72 STALLS 47 STALLS 22 STALLS 3 STALLS EXISTING FIRST FLOOR OFFICE: 5,688 S.F. FIRST FLOOR STORAGE: 74,112 S.F. I— MEZZANINE OFFICE: 2,525 S.F. d M W • LLJ 0 z • • • . • • D.S. oWV FH° EXISTING SITE PLAN 1" = 20' - El ®°❑ NORTH EXIST. CB EXIST P P P P EH v O L CORRECTION LTR# ), AGE; SPECIAL INSPECTIONS ACRES) REVISED 74 STALLS 58 STALLS 13 STALLS 3 STALLS PROPOSED FIRST FLOOR OFFICE: 3,600 S.F FIRST FLOOR STORAGE: 76,200 M Z " INE OFFICE: 2,525 ► RAGE 1075 S.F. Ez� IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SEC. 1700 OF THE INTERNATIONAL BUILDING CODE SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING - BY WABO CERTIFIED STEEL FABRICATOR HIGH -STRENGTH BOLTS EPDXY T INDEX A1.0 EXISTING SITE PLAN L1 A1.1 SITE PLAN C1 A1.2 RAMP PLAN AND DETAILS C2 A1.3 EXTERIOR DETAILS C3 A2.0 GROUND FLOOR DEMO PLAN A2.1 MEZZANINE FLOOR DEMO PLAN A2.2 GROUND FLOOR PLAN A2.3 • MEZZANINE FLOOR PLAN A2.4 GROUND FLOOR REFLECTED CEILING PLAN A2.5 MEZZANINE FLOOR REFLECTED CEILING PLAN A2.6 GROUND FLOOR LIFE & SAFETY PLAN A2.7 MEZZANINE FLOOR LIFE SAFETY PLAN A2.8 ENLARGED FLOOR PLANS A2.9 ENLARGED CEILING PLANS A2.10 TOILET A3.0 EXTERIOR ELEVATIONS A4.0 WALL SECTIONS A5.0 ROOM FINISH SCHEDULE & DOOR SCHEDULE A6.0 RESTROOM ELEVATIONS S1.0 OVERALL FOUNDATION PLAN S1.1 PARTIAL FOUNDATION AND FRAMING PLANS S2.1 FOUNDATION DETAILS S2.. ; I GBACK ATIO CTIO ST SEPA' ATE ' ERMI LANDSCAPING COVER SHEET DE GR DII AN GOD DANCE APPROVED MAR 31 2015 • �vV City of Tukwila BUILDING DIVISION A E D CITY OF TUKWILA FEB 2 4 2015 PERMIT CENTER DET • THE FOLLOWING BID. DESIGNS AND DEFERRED SUBMITTALS ARE REQUIRED FOR PERMITS AND APPROVALS FROM THE BUILDING OFFICIAL OR THE AUTHORITY HAVING JURISDICTION.' NO WORK SHALL BE STARTED PRIOR TO THE APPROVAL OF THE • BUILDING OFFICIAL OR THE AUTHORITY •HAVING JURISDICTION. COPIES SHALL BE FORWARDED TO THE ARCHITECT AND COORDINATION OF THE DISCIPLINES SHALL BE THROUGH THE GENERAL CONTRACTOR. T. ELECTRICAL WORK & LIGHTING DESIGN 2. HEATING VENTILATING & AIR CONDITIONING DESIGN 3. PLUMBING DESIGN 4. FIRE WATER SPRINKLER SYSTEM DESIGN 5. FIRE ALARM SYSTEM DESIGN wZ OW BY WASHINGTON STATE LICENCED ENG. BY WASHINGTON STATE LICENCED ENG. BY WASHINGTON STATE LICENCED ENG. BY WASHINGTON STATE LICENCED ENG. BY WASHINGTON STATE LICENCED ENG N01 °47'28'E 315.00' 80'-0!I=RAILROAD �r RELOCATE EXISTING F.H. TO TI- E EAST o_o EXIST. ICBI REMOVE - WHEEL STO LOCATION NEW ASPHALT IN THIS AREA REMOVE RAMP WALLS NEW OVERHEAD DOCK DOOR NEW CANOPY D.S. 0 -H SERVICE 0 0 CV S88112'32"E o 0 11\ \\ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ , n i .46 .46 -0- CAR OVERHANG \ NEW LANQSCAPING ❑60 \ \ \ \ \11 \ (,r... - % �/ // // // // // �\ II /�/ / D / O / O / O / O / O // II / // // // // // // // // // II / W TWCSH/Ij.ECYCLE / / / / / / / ( 9 NEW SIDE ALK RE LAC EXI'►TyNG Sr. ''S EXIT EXISTING STOREFRONT AND ENTRY STEPS / PATIO WITH CANOPY TO BE REBUILT EXISTING SKYLIGHT SMOKE VENTS. \ NEW LANDSCAPE ' REPLACE EXISTING OVERHEAD DOOR NEW STOREFRONT IN EXISTING DOOR NG 380'-0" EXISTING \ \ \ \ \ \ \ \ \ \ \ \ \ EXIST. ICBI D.S. Ty 10 0 0 N /\ /O /fcr / / / / / / / / / / CANOPY / I� EXIT BIKE RACK LANDSCAPE \ 112 \ PUP • 1:1 RAMP AND HANDRAILS NEW STAIRS & ENTRYOFFICE CANOPY GENERAL 101 0 EXIST. STAIRS 102 GENERAL OFFICE 105 RELOCATE EXIST. DR. Otim �!R \\ G C \ \\ \ \ \\ FUTURE ELNATOR AND MACHINE RN I :o 3 NEW PARKIN 0. • EXIST. ICBI C EXIS EXIS NEW MULT PLAN EXIST CB 50.1' LEVEL ERS 3 EASEvtENT O EXISTING DOWN SPOUTS TO BE REPLACED NEW WHEEL STOPS SOUTH PARKING D.S. 0 FVSlk. EXISTING FIRE HYDRANT 0 0 0 0 S 15'x361' 0 PARKING N88°' 2'32 0 ASMENT 'W 486.53' SITE PLAN D.S. eWV FHo 75 CAR PARK 1 20' NORTH ING FLAG POLL" ING DSCAP LANDSCAPE NEW SIDEWA_K NEW SIGN MONUM ENT NEW PLANTING AREFI II EXIS ING LANaSCAPIN ram. EXIST. ANDOVER PARK EAST —w E EXIST. ICBI FH 0 REV1EWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWII...A FEB 242015 PERMIT CENTER 4, PATIO AND DUMPSTER PLAN. 0 SUPPORT HANDRAIL FROM GUARD. POSTS 1 1/2" TUBE STEEL HANDRAIL EACH SIDE ‘c OF STAIR. (2'-10" HIGH) 5'-0" ji 11 " TREADS I) 2"I- PLAN NOTE: SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. PRE 1 1/2" TUBE STEEL GUARDRAIL EACH SIDE OF STAIR. (42" HIGH) FABRICATED STAIRS w 11" TREADS 1 1/2" GALV. TUBE STEEL RAIL AND POSTS. 1 1/2" GALV. TUBE STEEL HANDRAIL. 0 EXTENSION EACH SIDE OF STAIR SECTION NOTE: FIELD VERIFY STAIR HEIGHT PRIOR TO SUBMITTAL OF SHOP DRAWINGS. THESE DETAILS SHOW DESIGN INTENT. EXISTING BUILDING WITH NEW METAL SIDING AEP CONCEALED FASTENERS METAL ROOFING WITH BATTENS 2" x S" T&G WOOD DECKING EXPOSED TO UNDERSIDE TO BE STAINED AND SEALED TUBE SECTIONS JOIST AT BOTH ENDS AND 2 AT CENTER (6' MAX.) WITH 17'-8" RADIUS AT TOP 15'-4" 12" x 4" TUBE SECTIONS 12" x 4" TUBE SECTIONS 1'- EXISTING/VERIFY 3'-0" EXISTING/VERIFY 16'-10" X 4" x 4" STEEL TUBE COLUMNS PAINT NEW STOREFRONT SLOPE 4" CONC. WALK 1" PER 20', 5 TREADS © 12" 5'-0" 1"0 SS PIPE HANDRAIL, 1 • d �-z3UL 'OSE (TYP.) A/C PAVING LJ CONC. STARS W BROOM FI ISH 4 • SITE SECTION 0 STEPS LOOKING NORTH 0' 1' 2' 3' VEW CONCRETE WHEEL STOPS 0.0000.00C 00000000c 0 3/4" GALV. TUBE STEEL INTERMEDIATES. SPACE BETWEEN NOT TO EXCEED 4" MAX. PARABOLT TO BUILDING (FOREGROUND) PRECAST CONC. LANDING AND TREAD STEPS WITH METAL PLATE RISERS TUBE STEEL FRAME PAINT SET FRAME IN CONCRETE FOOTING (18" BELOW GRADE) 2'-8" 4'-6" 0 5'-0" 2'-0" c o 0o0 0=0 0 0000 0 0 0 12'-0" 4'-0" 5'-0" 2'-0 NEW . BLOCK RETAINING WALL SLOPE. WITH HANDICAP ACCESS WALK NEW LANDSCAPING NEW (FLAT) LANDSCAPING 18'-0" HANDICAP ACCESS WALK WITH 1:12 MAX SLOPE AND HANDRAILS NEW STOREFRONT NEW SLOPED LANDSCAPE 4" THK. CONC. WALK W/ BROOM FINISH 8"x8"X16" CMU RETAINING WALL WITH TOP CAP NEW LANESCAPE lIffi I�III.—+_ _ .— �—ITI—III III-- III_I�I_I�I__III I.I I I I I I I II 11—III_ LI I I, ; I I I 111 I III 11 I =I I I `� i t I 11 —71111=III i I I=III= °..,s— IIiI_III„IIIIII 2 —O Jte 11 SITE SECTION LOOKING NORTH A/C PAVING 00 X 2-0„ Msalgaggaimatien 0' 1' 2' 3' SCALE: 3/8" = 1'-0" GENERAL OFFICE 101 0 EXIST. STAIRS 102 POLE LIGHT. I=1 1/8" = 1'- J w J IJ J NEW EXTRUDED CURB NEW LANDSCAPING II 0 0 NEW EXTRUDED CURB 000 coo 0 0 • 000 000 000 • 000 0 0 0 0 SIGN LIGHTING (2) RAISED SIGN AREA NEW BLOCK RETAINING WALL +18". NEW BLOCK RETAINING WALL +42" NEW CONCRETE STEPS, WALK AND HANDRAILS CANOPY ABOVE NEW BLOCK RETAINING WALL +18" NEW BLOCK RETAINING WALL MATCH EXISTING NORTH 00.0 000 00 0 00 . • 000 • 000 00000 000 ENLARGED RAMP PLAN 01.4%.111, NEW STOREFRONT NEW SLOPED LANDSCAPE 5'-0" 4" THK. CONC. WALK W/ BROOM FINISH 1I,,-1 1-111 11I•1I1�I1I 2-0„ 1-111—III III,;,III„III SITE SECTION LOOKING WEST -0" ,, 6'- NEW LANDSCAPE 111I I I_I I I-1 ^. ..._..sue. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION 4" THK. CONC. WALK W/ BROOM FINISH X -►II=1�1- 1-111=111 1i11111111111111111H--iii--1117.—i1-111=1111iI 0' 12' 3' SCALE: 3/8" = 1'-0" RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER AEP CONCEALED FASTENERS METAL ROOFING WITH BATTENS ON BUILDING PAPER 2" x 6" T&G WOOD DECKING EXPOSED TO UNDERSIDE TO BE STAINED AND SEALED PP 3'-0" CLEAR TEMP GLASS RAILING IN STAINLESS STEE FRAMES Ir 2" OVERHANG DRIP a—. 4 .4 8" x 4" TUBE SECTIONS JOIST AT BOTH ENDS AND CENTER (6' MAX.) WITH 21'-3 RADIUS AT TOP 12" x 12" x 6" x 2" TUBE FASCIA WITH GUTTER WITH DOWNSPOUT AT BUILDING 14" TUBE SECTIONS 4" TUBE SECTIONS 4" x 4 STEEL TUBE COLUMNS PAINT BLOCK WALL BEYOND PAINT 16'-0" 6'-0" : a 1 1/2" STAINLESS STEEL HANDRAIL HANDRAIL EXTENSION 0 �t- 6 TREADS AT 12". EACH PATIO CROSS SECTION PREFlNISHED GALVANIZED "MINI—V BEAM" METAL PANELS (OR APPROVED EQUAL) ON GALV. METAL HAT CHANNELS ON GALV.. METAL FRAMING METAL GUTTER PAINT DOWNSPOUT NEOPRENE WASHERED SCREWS TO HAT CHANNELS AT 12" O.C. 3'-10" CANOPY AT TRUCK DOORS --r PREFlNISHED METAL SURFACE REGLET WITH SEALANT PREFlNISHED METAL FLASHING WITH NEOPRENE FOAM PANEL CLOSURE, SECURE WITH NEOPRENE WASHERED SCREWS. CONCRETE BUILDING WALL WHERE OVERHEAD DOOR AND OPENING OCCUR INSTALL METAL TUBE HORIZONTALLY IN OPENING FOR CANOPY SUPPORT AND PROTECTION — SEE STRUCTURAL 1 " INSULATED GREEN OPAQUE_ SPANDREL GLASS (BOTH SIDES) IN BLACK ALUMINUM ANODIZED STOREFRONT SYSTEM 8" CMU WALL WITH TOP CAP TO MATCH NEW WALLS AT BUILDING ENTRY PLANTING AREA\ 7 RISERS AT 6.85" d MONUMENT SIGN SECTION AEP CONCEALED FASTENERS METAL ROOFING WITH BATTENS ON BUILDING PAPER 2"x6" T&G WOOD DECKING EXPOSED T UNDERSIDE TO BE STAINED AND SEALED 6"x2" TUBE FASCIA WIT GUTTER AND DOWNSPOUT AT BUILDING PATIO GUTTER DETAIL OUTLINE OF DUMPSTER 8'-0" LONG P.C. WHEEL STOP IN EACH ENCLOSURE (DO NOT ADHERE TO FLOOR) CANE BOLT w/ KEEPER AT EA. GATE ELEVATION 1 J — 8'-0" HIGH CHAINLINK TRASH ENCLOSURE GATE AND GATE POSTS. PROVIDE PLASTIC SLATS W/ ATTACHMENT TIE DOWNS AT EACH SLAT. ELEVATION 3 16'-0" 3'-0" )fly-4," 11'10" // 0 ❑ ❑ ❑ ❑ CO II ENLARGED PATIO PLAN 14'-6" �4" CONC. SLAB W/ BROOM FINISH , , I n \\\ L / J r 1 I I I I L J cn 0 m RECYCLE AREA r- --1 1 8'-0" HIGH CHAINLINK TRASH ENCLOSURE GATE W/ HEAVY DUTY CORNER AND GATE POSTS. PROVIDE PLASTIC SLATS W/ ATTACHMENT TIE DOWNS AT EACH SLAT. CATCH TO HOLD CANE BOLT WHILE OPENING AT EACH LEAF. (TYP.) CMU WALLS PLAN 0 1 N) 8' HIGH CMU WALLS r DUMPSTER ENCLOUSER PLAN A ELEVATION 2 ELEVATION 4 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER 20'-0" D S. 24'-0" / 24'-0" D S. 24'-0" 24'-0" U C 380'-0" D S. • • • 24'-0" 24'-0" 24'-0" D S. 24'-0" • • • • • O • • O II L ��I 24'-0" D S. / 24'-0" D.S. 24'-0" • • • 24'-0" D.S. 4 24'-0" • EXISTING STAIRS • • • 0 • • 1 24'-0" 24'-0" L a rrL- \ • O • wr r a JT ' 1 e D.S. D.S. D.S. D.S. PROPOSED GROUND FLOOR DEMO PLAN WALL TO BE DEMOED D.S. D.S. D.S. D.S. SCALE: 1/16" =1'-0" 8' 16' 24' O c N NORTH c N REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER 380'-0" U 20'-0" D S. 24'-0" 24'-0" D S. 24'-0" 24'-0" D S. • • 0 • e O b 24'-0" 24'-0" 0 0 r II / D S. 24'-0" 24'-0" L NO laNieet.61:J / D S. 24'-0" • 0 • • 24'-0" D S. • • 0 0 s 24'-0" �T 7 24'-0" D S. 24'-0" 24'-0" 24'-0" EXISTING' STAIRS • • N u wr r a { 0 • L 1 D.S. D.S. D.S. D.S. PROPOSED MEZZANINE FLOOR DEMO PLAN =_=== WALL TO BE DEMOED D.S. D.S. D.S. D.S. SCALE: 1/16" =1'-0" 8' 16' 24' o N NORTH O N O N O 0 N REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW1LA DEC 1 5 2014 PERMIT CENTER 0 N 0 N r7 O 0 0 0 0 0 0 0 CL 0 0 0 0 0 10 0 20'-0" CUT NEW OPENING IN PANEL FOR NEW OVERHEAD DOOR. STRONG BACK PER STRUCTURAL NEW R19 WHITE FACED F.S. 25 BATT INSULATION STICK PIN TO ALL INTERIOR CONCRETE WALLS FROM FLOOR TO ROOF DECK SEE ENLARGED FLOOR PLAN SHEET A2.8 PROPOSED GROUND FLOOR PLAN 24'-0" REPLACE EXISTING DOWNSPOUTS WITH NEW OVERFLOW SCUPPERS AND DOWNSPOUTS. 1. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED PER N.F.P.A. #10 (MINIMUM RATING 2A, 10 BC) SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8-feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8-feet in height. Special inspection requirements shall be specified on the rack permit plan. REPLACE EXISTING DOWNSPOUTS WITH NEW OVERFLOW SCUPPERS AND DOWNSPOUTS. 24'-0" 24.-0" NEW STOREFRONT SYSTEM IN ,�_ EXISTING OVERHEAD DOOR 4 OPENING NEW OVERHEAD DOOR IN PLACE OF EXISTING OVERHEAD DOOR EXISTING STAIRS NEW R19 WHITE FACED F.S. 25 BAIT INSULATION STICK PIN TO ALL INTERIOR CONCRETE WALLS FROM FLOOR TO ROOF DECK GENERAL OFFICE 101 GENERAL OFFICE 105 RELOCATE EXIST. DR. NEW R19 WHITE FACED F� 25 BATT INSULATION STICK PIN TO ALL INTERIOR CONCRETE WALLS FROM FLOOR TO ROOF DECK SCALE: 1/16" =1'-0" 11111111 111'1111-. 8' 16' 24' NORTH 0 N 0 o 0 N CD REVIEWED FOR BODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA DEC 1 5.2014 PERMIT CENTER 8 380'-0" 20'-0 24'-0" 24.-0" 24.-0" 24'-0" 24.-0" 24'-0" 24'-0" 24'-0" 24.-0" 24.-0" 24.-0" 24'-0" 24'-0" 24'-0" 24'-0" D.S. D.S. D.S. n D S. D S. D S. D S. • • - • • • • • • • • EXISTING. STAIRS • O • • • • • • SEE ENLARGED FLOOR PLAN SHEET A2.8 • t9 • • • • • • • • • • u D.S. D.S. D.S. D.S. PROPOSED MEZZANINE FLOOR PLAN 1. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED PER N.F.P.A. #10 (MINIMUM RATING 2A, 10 BC) u D.S. • • u D.S. VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REWIRED NEW WALL 1.0DECK ABOVE FOR ALTERNATE 11 DECK ENCLJSURE INSTALL ELEVATOR AS PART OF ALTERNATE j1 COMPLETE WITH GENERAL OFFFICE MACHINE ROOM AT 201 FIRST FLOOR GENERAL OFFFICE 201 TES EXISTING DECK 206 EXISTING DECK 206 EXISTING RNLING ST EXIST. STAIRS DN 202 MEN n GENERAL LI OFFICE WOMEN 203 205 ® GENERAL OFFICE 203 ®® ` NEW KITCHEN TYPE COUNTER WRH CABINETS BELOW AND ABOVE VERIFY PARTRION TO ROOF DECK ABOVE REPAIR AND/OR EXTEND AS REQUIRED • D.S. • • u D.S. SCALE: 1/16" =1'-0" •I • I II1I111 1 16' 24' 0 0 I 0 N NORTH 0 N O N REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER 0 O 0 0 Q) 0 cn 0 .0) 0 0) 0 10 0 0 a) 0 0 LC) N 3 c N 9 7ct i • • • 24'-0" AREA OF FUTURE HIGH PILED STORAGE UP TO 20' HIGH OF CLASS 1 THRU 4 COMMQDITIES O u D.S. • • O • O u. D.S. 24'-0" 24'-0" a • O • Li D.S. 24.-0" 380'-0" 24'-0" NEW 4' DEEP DRAF CURTAIN SEE DETA 1 / A2.4 u D.S. PROPOSED GROUND FLOOR REFLECTED CEILING PLAN r L EXISTING DECK AND 5118" X 33" GLU-LAM 112" GWB WITH FIRE TAPE JOINTS AND METAL STUD STIFFENER DRAFT CURTAIN DETAIL IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 116 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES CEIUNG GRID WALL EDGE MOLDING MAX. 8" #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE ® EACH MAIN BEAM OR CROSS TEE S' SYSTEM ,O KEEP PERIM COMPONENIS FROM SPASM raUM ED Wan ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 —_ r .&t4&M A ....................• MIN. 2" MIN. 3/4" @ UN -ATTACHED WALLS MAIN BEAM OR CROSS TEE CEILING GRID STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL CROSS TEE MAIN CEILING PER ASTM C635 BEAM PER ASTM C635 #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" TOP TO BOTTOM) EXISTING SKYLIGHT — SMOKE VENTS u D.S. 24.-0" SEE ENLARGED CEILING PLAN SHEET A2.9 WALL EDGE MOLDING AREA OF FUTURE HIGW" PILED STORAGE UP TO 20' HIGH OF CLASS 1 THRU 4 COMMODITIES CROSS TEE PER ASTM C635 u D.S. • • SCALE: 1/16" =1'-0" 0' 8' 16' STMIUZER IMR SYSTEM TO IMP PERIMETER COMPONENTS FROM wMONO aaar rr IDI TTM ED NORTH 24' CEILING INSTALLATION REQUIREMENTS RECEIVED CITY OF TUKWILA FEB 2 4 2015 PERMIT CENTER - SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT.A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEIUNG GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. UGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. - MINIMUM 2" WIDE WALL MOLDING - GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. - ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. - PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. - PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. - CEILING AREAS OVER 1,000 SF MUST HAVE- HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. - CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITI - CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PEN - CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. - CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED REQUIRED BY LOCAL BUILDING OFFICIAL. - IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE 104.11 TO LOCAL BUILDING OFFICIAL l ONS. ETRATIONS. CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS MATERIAL AND METHODS3 AS Rie} J "Ifs FSWON CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION 14) (13 12 380'-0" 20'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-O" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" D.S. • • D.S. D.S. I] DS. n D S. D.S. 11 D S. NEW SOFFIT UOIIT VENTED REVEAL IN SOFFITPANEL • • • • • SEE ENLARGED CEILING PLAN SHEET A2.9 • • • • • - • • • • • • • • • • • • • • • NEW PRE-FINIf HED METAL PAN CLAD SOF"IT WITH REVEALS TO MATCH FASCIA VERIFY PARTTDON TO ROOF DECK ABOVE REPAIR AND/OR EXTEND AS REQUIRED ENERAL OFFFICE 201 NEW ACOUSTICAL CE IUNG EXISTING DECK 206 DV ST. 2C2 NEW ACOUSTICAL CEIL NG ST VERIFY PARRRON TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED 0 co O N • • • u D.S. D.S. u D.S. u D.S. u u D.S. D.S. PROPOSED MEZZANINE FLOOR REFLECTED CEILING PLAN D.S. u D.S. SCALE: 1/16" =1'-0" 1'1r1 1 1 / 1 1,. 11111111 0' 16' 24' NORTH • N O N O N O N A REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER 380'-0" 20.-0" 24'-0" 24'-0" 24.-0" 24.-0" 24.-0" 24.-0" 24.-0" 24.-0" 24'-0" 24'-0" 24'-0" 24'-0" D S. • • u D.S. D S. D S. 1IJ1J11JJJJJJlf11111f1J1iJ1111'f>Yf • • 0 u D.S. D.S. • • • • • • 100' • • • / • • 24'-0" 24.-0 24'-0" • 140' ® MN M N 100' GENERAL OFFICE 101 EXIST. STAIRS 102 GENERAL OFFICE 105 "77' RELOCATE EXIST. DR. NG S'A1R / FUTURE ELVATOR AND MACHNE RM iJfiJffrifff/�f/ff/ff/�ffYriffiffJr'r�f�'fff'f�f�'fiffifiiffE�f/�ifiiff/ff/ffr/,ffl%ffl�fif'�ii'ifff'�fififfiifffi'fff/rif/�i�/ • /-/ /�/ /- // 0'4/ ,/ ,--//' ,--/ ,//' 0� / ./ .• • • • • ,-/ ,//' ,-/-/ 0 4,1',, Or-/ Aff/ /////// ,-//' 0 • • • 0 AREA OF PATHWAY LIGHTING AT MINIMUM 1 FOOT-CANDLE MEASURED ALONG THE PATH AT THE FLOOR LEVEL. COORDINATE WITH RACKS WHEN POSSIBLE PER IBC 1006. D.S. u D.S. PROPOSED GROUND FLOOR EXITING & LIFE SAFETY PLAN 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. 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. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting 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 duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not .e e..,:-eded. OMMO PATH DISTANCE TO COMMON PATH DISTANCE TO EXIT EXIT D.S. EXIT SIGNS TO BE INTERNALLY ILLUMINATED AND ON A BACK UP POWER SYSTEM TO PROVIDE MINIMUM 90 MINUTE SERVICE PER IBC 1011. EACH EXIT DOOR TO HAVE EXTERIOR ILLUMINATION WITH ON BACK UP SYS EM. D.S. u D.S. SCALE: 1/16" = 1'-0" 1111'11l1�1 0' 16' 24' O I N O I N 0 EXIT DISTANCE SPRINKLERED OCCUPANCY EXIT TRAVEL DISTANCE (TABLE 1016.2) DISTANCE TO COMMON PATH B 300' 100' S1 250' 100' S2 400' 100' NORTH REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 4 2015 PERMIT CENTER / 380.-0" 20'-0" 24.-0" D S. D.S. / 24'-0" / 24.-0" 24.-0" 24.-0" 24'-0" D S. D.S. 0 D S. • • / 24'-0" 24.-0" 24'-0" 24.-0" DS. n • D S. n • • • • • • • • / 24'-0" 24.-0" 24.-0" 24'-0" D S. n • D S. 148' • • • • • • • • • u u u u u D.S. D.S. D.S. D.S. D.S. PROPOSED MEZZANINE FLOOR EXITING & LIFE SAFETY PLAN COMMON PATH DISTANCE TO COMMON PATH DISTANCE TO EXIT EXIT VERIFY PARTITION TO ROOF DECK ABOVE REPAIR AND/OR EXTEN AS REQUIRED RISING RAILING / 24'-0" MIMI MIMI MN MIN EXISTING DECK 45' 206 GENERAL OFFFICE 201 LIST. STAIRS DN 202 MEN 204 J WOMEN 205 GENERAL OFFICE 203 FUTURE ELEVATOR 100' I I I I I I I • • • 188' u D.S. SCALE: 1/16" =1'-0" 1 1-'1 1 1 1`1 1 11-11111.1 o' 8' 16' 24' NORTH O 0 N • O I O N O N EXIT DISTANCE SPRINKLERED OCCUPANCY EXIT TRAVEL DISTANCE (TABLE 1016.2) DISTANCE TO COMMON PATH B 300' 100' S1 250' 100' S2 400' 100' REVOE W_ D FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL.A DEC 1 5 2014 PERMIT CENTER VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED NEW WALL TO DECK ABOVE FOR ALTERNATE #1 DECK ENCLOSURE INSTALL ELEVATOR AS PART OF ALTERNATE #1 COMPLETE WITH MACHINE ROOM AT FIRST FLOOR GENERAL OFFFICE 201 ALTERNATE #1 NOT PART OF THIS PERMIT 0 EXISTING DECK 206 exist GENERAL OFFICE 203 NEW KITCHEN TYPE COUNTER WITH CABINETS BELOW AND ABOVE VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED ALTERNATE #1 MEZZANINE PLAN Scale: 1/8" = 1'-0" VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED REMOVE ALL DOOR ACCESS TO EXISTING DECK AREA AND PARTITION OFF ALL OPENINGS, GENERAL OFFFICE 201 XIST. STAIRS N 202 EXISTING DECK 206 GENERAL OFFICE 203 NEW KITCHEN TYPE COUNTER WITH CABINETS BELOW AND ABOVE EXISTING RAILING VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED EX STING STAI R MEZZANINE PLAN Scale: 1/8" = 1'-0" i 0 4'-6" '-6' i 0 FLOC 0 F R DRAIN _00R DRAIN 7'-6" ENLARGED TOILET. ROOM PLAN Scale: 1 /4" = 1'-0" 6' - f UP 1 0 FUTURE ELEVATOR AND MACHINE ROOM. CUT OUT, INSTALL PIT AND INSTALL TEMP. COVER AS PART OF THIS PERMIT. s 0 GENERAL OFFICE 101 NEW KITCHEN TYFE COUNTER WITH CARNETS BELOW AND ABOVE E XI STING �R ST D EXIST. STAIRS 102 MEN 103 0 I JL 0 0 O o N N WOM:� 104 GENERAL OFFICE 105 n RELOCATE EXIST. DR. ENLARGED FIRST FLOOR PLAN Scale: 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 4 2015 PERMIT CENTER 4032 a2.0.dwg la gibson\architectural\ NEW SOFFIT LIGHT. VENTED REVEAL I SOFFIT PANEL `10 ❑ ❑ ❑ a a o a 1 1 NEW PRE FINISHED MET/ PAN CLAD SOFFIT WITH ■ REVEALS TO MATCH GENER L OFFFICE FASCIA 201 NEW ACOUS ICAL CEILING :XIST. STAIR' 202 o I VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND ❑ AS REQUIRED •. • t•�j:•i••• ?0 1 t,r•t tiY ''' �`' '• ' EXISTING DECK I� 206 ~Fti: °•,'=°" ' ns' '.'S h•••.'�•h L•ti': •.wry .• G B CEI INC I `WOMENk:`�,-' _ 205 ~""•,1.4.1 •••.*1iA GENE �, AL IN7i.'r:',;;:,:1 • �: 201i ❑ G : SOF IT . NEW A OUSTI I AL CEI 1 ING 0 EX STING STAIR DOA VERIFY PARTITION TO ROOF DECK ABOVE, • •' REPAIR AND/OR EXTEND AS REQUIRED ALTERNATE #1 MEZZANINE PLAN Scale: 1/8" = 1'-0" DEFERRED SUBMITTALS THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT TO BE FORWARDED TO THE BUILDING DEPARTMENT FOR THEIR REVIEW AND APPROVAL, ENGINEERING PLANS SHALL BE STAMPED AND SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. NO WORK ON THESE ITEMS SHALL BEGIN UNTIL CITY APPROVAL HAS BEEN RECEIVED. 1. SUSPENDED CEILING SYSTEM (IF ALTERNATE METHODS, DESIGN AND METHODS ARE REQUESTED) CEILING INSTALLATION REQUIREMENTS • MINIMUM 2" WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS — OPPOSITE WALL • MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO • PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE • OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC • SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. NOTE: NEW SOFFIT LIGHT_ VENTED REVEAL I SOFFIT PANEL N ❑ ❑ ❑ ❑ NEW PRE —FINISHED MET' L PAN CLAD SOFFIT WITH REVEALS TO MATCH GENER L OFFFICE FASCIA 201 _ NEW ACOUS ICAL CEILING \ ❑ :XIST. STAIRS `202 D ❑ �� VERIFY PARTITION TO t ROOF DECK ABOVE, REPAIR AND/OR EXTEND AS REQUIRED T • hh'.j v.. {.r+ '' ' '``'' '' ' EXISTING DECK 206 •- GWB CEILING ;'WOMEN'=~ t . ,- •- ❑ ❑ - "°...:•f ;. - 205 •� GENERAL ..• •• OFFICE '.'j,;' ' .. t. 203 _ GWB SOFFIT NEW ASOUSTICAL CEILING EX STING STAIR\ VIN VERIFY PARTITION TO ROOF DECK ABOVE. REPAIR AND/OR EXTEND AS REQUIRED SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636, IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND. RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURES REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. ENLARGED MEZZANINE CEILING PLAN Scale: 1/8" - 1'-0" MAIN BEAM #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE CROSS TEE •11 2" EXPANSION JOINT TYPICAL SEISMIC JOINT MAX. 8" MIN. 3/8" #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE MAIN OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART UNATTACHED WALLS UNATTACHED EDGE II NEW t COUS ICAL CI ILING GEI OFFICE 1 I GWB '.OFFIT EXIS ' AIRS . i •.... �•t , .ar}-4+� tom :`?'t•' •\\ -"•:. • • '•••" 1r.;b• a* • i,4.:••,• ..\..,. •`}, '•, • ••=r.•. II';.;.w .••' `.• I., t '. +i it.1*:.•_z_t• 4,.%;14, ''Y` ,r..� .:: 0 1, GWB CEILIN ( • INN NEW 'COOS ICAL CI ILING 0 D''l1 . ING t, IR • ENLARGED FIRST FLOOR CEILING PLAN Scale: 1/8" — 1'-0" CROSS TEE PER ASTM C635 45' or Tess 45' or less ° ° ° ° ° ° ° ° ° ° ° ° STEEL STUD COMPRESSION POST #12 HANER WIRE MAIN CEILING BEAM PER ASTM C635 45' or less TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) 45' or les REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERItil1IT CENTER o\ cV M --> COFFEE SPACE D/W <, .� �, �> �� .. . � , KITCHENETTE ELEVATION 0 05A COO MEZZANINE TOILET ROOM PLAN Scale: 1/4" = 1'-0" 48" x 30" CLEAR SPACE CENTERED ON SINK FOR SIDE APPROACH ACCESS MAXIMUM SIDE REACH OVER AN OBSTACLE CLEARANCE SECTIONS A COUNTER CABINET ELEVATIONS Scale: 1/4" = 1'-0" 2'—O" i PLASTIC LAMINATE COUNTER W/ BACKSPLASH DRAWER PLASTIC LAMINATE BASE CABINET W/ 1 ADJUSTABLE SHELF BASE PER FINISH SCHEDULE 48" x 30" CLEAR SPACE ADJACENT TO OPENED DISHWASHER DOOR FOR ACCESS I I 1 I L_ _L�—,1 a DW 3'-0" CLARENCE PLAN 2'-0" NOTE: PROVIDE BLOCKING AT ALL WALLS TO RECEIVE CABINETS. COORDINATE WITH CABINET MANUFACTURER. (TYP.) PLASTIC LAMINATE UPPER CABINET W/ (2) ADJUSTABLE SHELVES. INTERIOR SURFACES TO BE WHITE MELAMINE. PROVIDE K&V 255 INLAID PILASTER SHELF STANDARDS & CLIPS. 4" WIRE PULL (TYP.) 7 LARGE S.S. KITCHEN SINK PROVIDE GOOSE NECK FAUCET PLASTIC LAMINATE COUNTER W/ BACKSPLASH FALSE DRAWER FRONT 4" WIRE PULL (TYP.) PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE. BASE PER FINISH SCHEDULE FIRST FLOOR TOILET ROOM PLAN Scale: 1/4" = 1'-0" INTERIOR ELEVATION KEYNOTES 01 PAPER TOWEL DISPENSER 03 TOILET PAPER DISPENSER 05 1 1/2" DIA. STAINLESS STEEL GRAB BARS ® MIRROR, 3'-0" HIGH x 2'-0" WIDE IN STAINLESS STEEL FRAME 10 PLASTIC LAMINATE WAINSCOT. 11 6" INTEGRAL COVE VINYL BASE 1© LAVATORY WITH WRAP PIPES FOR HEAT PROTECTION. NOTE: ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. CHAPTER 11, WAC 51-50 AND ADA GUIDELINES (TYPICAL) DIMENSION DETAILS 2'-0" 0 �t- 0 CV N NEW COFFEE BAR COUNTER CABINETS ABOVE AND BELOW WITH SINK, DISH WASHER AND REFER WAREHOUSE TOILET ROOM PLAN Scale: 1/4" = 1'-0" O TOILET ROOM ELEVATIONS 0 3'-6" 1 1/2" GRAB BAR TOILET PAPER DISPENSER 2 DIMENSION DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER TOP OF PARAPET 2 0» 2ND FLOOR ±13 -0" 1ST FLOOR ±0-0 NEW 1" INSULATED THERMALLY BROKEN ALUMINUM FRAMES LOWER CMU PLANTER AT 18" NEW METAL PANEL SYSTEM OVER EXISTING FRAMING - SILVER NEW CONCRETE STEPS AND RETAINING WALL NORTH NEW RAMP AND BLOCK RETAINING WALL EXISTING SMOOT-I FINISH CONCRETE FINS TO BE PAINTED CONCRETE`, COLOR EXISTING MAN DOOR E L E V A NEW STOREFRONT IN EXISTING OVERHEAD DOOR OPENING - MATCH OFFICE A EXISTING SMOOTH FINISH TO BE PAINTED LIGHT COLOR NEW DOOR TO REPLACE EXISTING OVERHEAD DOOR WITH NEW DRIVE/RAMP FOR ON GRADE SERVICE ION SOLDER OR SEAL 4" x 12" OPENING IN CONDUCTOR HEAD - ROLLED EDGES CONDUCTOR HEAD PER SMACNA PLATE 25 - FIG B PVC DOWNSPOUTS. SIZED PER EXIST1NG RIVET SCUP ER BOX TO SC PPER 1• FLASHING 1" GAP 3 SIDES PREF1NISHED 22 GA. MTL SCUPPER THRU WALL EXISTING OPENING PER SMACNA DTL MANUAL PLATE 26 FLASH INTO EXISTING ROOFING EXISTING TILT -UP CONCRETE PANEL NEW SCUPPER AND DOWNSPOUT DETAIL PARTIAL 1 1 /2" = 1'-0" EXISTING SMOOTH FINISHED CONCRETE AREA - PAINT DARK NEW DOWNSPOUT & SCUPPER AT EXISTING OPENING - TYPICAL ENTIRE BUILDING EXISTING STOREFRONT AND DOOR EXISTING DOOR DOWNSPOUT — , REPLACE EXISTING REPLACE EXISTING NEW DUMPSTER STAIR WITH NEW PER STAIR WITH NEW ENCLOSURE A1.3 D/A1.2 RAISED PATIO AND CANOPY A1.2 & A1.3 EXISTING SMOOTH FINISH TO BE PAINTED LIGHT COLOR EXISTING LIGHTS EXISTING MAN DOOR EXISTING SMOOTH FINISH CONCRETE FINS TO BE PAINTED CONCRETE COLOR NEXISTING ASGREGATE CONCRETE PANELS - PAINT DARK EAST EXISTING SMOOTH FINISH TO BE PAINTED LIGHT COLOR E L E V A T I O N NORTH ELEVATION 1/8" = 1'-0" NEW CANOPY WITH GUTTER AND DOWNSPOUT EXISTING ` EXISTING RAMP AND OVERHEAD DOORS WALLS TO BE RELMOVED - ADD DOCK BUMPERS SCALE: 1/16" =1'-0" NEW OVERHEAD DOOR WITH DOCK BUMPERS o' 8' 16' NEW METAL PANEL SYSTEM OVER EXISTING CONC. WALL - SILVER NEW METAL PANEL SYSTEM OVER EXISTING FRAMING - SILVER EXISTING LIGHT FIXTURES * TEMPERED GLASS o' SCALE: 1/16" =1'-0" 8' 16' 24' TOP OF PARAPET f29'-0" NEW 1" INSULATED THERMALLY BROKEN ALUMINUM FRAMES 2ND FLOOR e ±13'-0" LOWER CMU PLANTER AT 18" UPPER CMU PLANTER AT 42" NEW CONCRETE STEPS AND RETAINING WALL 24' 1ST FLOOR f0'-0" 8'-2" D11-14- Pitt REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMT CENTER w N N) 5/8" G.W.B. ON 3 1/2" METAL STUDS AT 24" 0.C. W/ R-21 SOUND BATTS INSULATION TO 6" ABOVE CEIL'G B OFFICE INTERIOR WALLS SCALE: 1/2=1-0" R-30 SOUND BATT INSULATION OVER ENTIRE GWB CEILING 6" METAL STUD CEILING JOISTS @ 24" O.C. W/ 5/8 GWB ALIGN WITH WALL STUDS 3 5/8" X 20 GA. METAL STUDS @ 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE. PAINT WHSE. SIDE OF WALL 3 1/2" SOUND BATT INSULATION TYP. 1/8" DIA. X 1" POWDER ACTUATED FASTNERS @ 24" O.C. EXIST. CONC. FLOOR WALL SECTION 1 /2" - 1 ' - EXISTING BATTS REPLACE WHERE DISTURBED TO MATCH EXISTING (1) LAYER - 5/8" TYPE 'X' G.W.B. EA. SIDE ON STAGGERED STUDS AT 24" O.C. W/ SOUND BATT INSULATION JUU RESTROOM WALL SCALE: 1/2" =1'-0" 2.12GA SPLAY WIRES TO ROOF STRUCT. OR OTHERWISE @ 8' OC SUSP. ACOUSTICAL TILE CEILING AS REQUIRED 5/8" GWB TYP ONE SIDE 5/8" QUIETROCK ONE SIDE SCHEDULE ON 3 /12 WOOD OR METAL STUDS WITH SOUND BATTS TYP. ALL NEW WALLS POWDER ACTUATED FASTNERS @ 24" O.C. FLOOR COVERING AND BASE PER SCHEDULE WALL SECTION 1/2" = 1 fl PRE —FINISH METAL COPING WITH STANDING SEAMS AT TOP OVER BACKING PERFORATED METAL SCREEN FOR VENTING 2" METAL PAN CLADDING WITH FINISHED TRIP CLOSURES 2'-0" PERFORATED VENTED CLOSURE TO ALLOW FOR 1-11 VENTED AIR SPACE EXISTING ROOF SYSTEM AND INSULATION I. NEW SUSPENDED CEILINt� PER CEILING PLAN DROP EXISTING WINDOW HEAD WITH WOOD FRAMI G AS REQUIRED AND GWB. CLOSURE AT CEILING EXISTING PERIMETER WA L CONSTRUCTION AND INSULATION. NEW SUSPENDED CEILINt PER CEILING PLAN Pt- r • ito bito (WALL SECTION �.�6 to sot ISM 41. 41) ore 02, 40 40 .41 4111 OP • 0 (jVENT STRIP TOP OF PARAPET® f28'-0" NEW PRE —FINISHED METAL PAN CLADDING WITH CLOSURES AND FLASHING AT ALL ENDS AND CONCEALED FASTENERS AT PANEL JOINTS PER BUILDING ELEVATIONS OVER DENSGLASS GOLD. 3 1/2" BATT INSULATION EXISTING PRECAST FASCIA PANEL EXISTING SOFFIT, FRAMING AND INSULATION NEW SOFFIT DOWN LIGHTING SEE CEILING PLAN 2" WIDE CONT. PERFORATED VENT STRIP — SEE DETAIL ABOVE PRE —FINISHED METAL PAN CLADDING AT SOFFIT NEW 1" INSULATED SOLARBAN 60 CLEAR GLASS IN NEW THERMALLY BROKEN ANODIZED ALUMINUM FRAMES (HORIZONTAL AND VERTICAL MULLIONS AT LOCATION OF EXISTING) IN EXISTING ADJUSTED OPENING. RATED FRAMES U=0.40 SHGC=.035 NEW PRE -FINISHED METAL PAN CLADDING WITH CLOSURES AND FLASHING AT ALL ENDS AND CONCEALED FASTENERS AT PANEL JOINTS PER BUILDING ELEVATIONS EXISTING 2ND FLOOR® ±13'-0" EXISTING SECOND FLOOR AND STRUCTURE TO REMAIN NEW 1" INSULATED SOLARBAN 60 CLEAR GLASS IN NEW THERMALLY BROKEN ANODIZED ALUMINUM FRAMES (HORIZONTAL AND VERTICAL MULLIONS AT LOCATION OF EXISTING) IN EXISTING OPENING. NFRC RATED FRAMES U=0.60 SHGC=.040 EXISTING 1ST FLOOR � f0'-0"G EXISTING CONCRETE FLOOR SLAB AND FOOTINGS. REVIEWED FOR ,DE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA DEC 1 5 2014 PERMIT CENTER WALL PER PLAN WELDED METAL FRAME ROOM FINISH SCHED LE ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING NORTH EAST SOUTH WEST MATERIAL HEIGHT REMARKS 101 GENERAL OFFICE CARPET 4" RUBBER GWB, PAINT s" GWB, PAINT 8' GWB, PAINT GWB, PAINT 2'x4' SUSPENDED, LAY -IN 9' 102/202 EXIST. STAIR CARPET VINYL a" GWB, PAINT 8" GWB, PAINT 5" GWB, PAINT a" GWB, PAINT 2'x4' SUSPENDED, LAY -IN 9' 103 MEN SHEET VINYL 6" COVE a" W.R. GWB, PAINT W.R. GWB, PAINT W.R. GWB, PAINT W.R. GWB, PAINT I" W.R. GWB, PAINT 8' WAINSCOTE 104 WOMEN SHEET VINYL 6" COVE W.R. GWB, PAINT $" W.R. GWB, PAINT W.R. GWB, PAINT s" W.R. GWB, PAINT W.R. GWB, PAINT 8' WAINSCOTE 105 GENERAL OFFICE CARPET 4" RUBBER a' GWB, PAINT 8" GWB, PAINT 8 " GWB, PAINT 8" GWB, PAINT 2'x4' SUSPENDED, LAY -IN 9' 201 GENERAL OFFICE CARPET 4" RUBBER g' GWB, PAINT GWB, PAINT 8' GWB, PAINT 8" GWB, PAINT 2'x4' SUSPENDED, LAY -IN 9' 203 GENERAL OFFICE CARPET 4" RUBBER a" GWB, PAINT GWB, PAINT GWB, PAINT 8" GWB, PAINT 2'x4' SUSPENDED, LAY -IN 9' 204 MEN SHEET VINYL 6" COVE W.R. GWB, PAINT $" W.R. GWB, PAINT W.R. GWB, PAINT W.R. GWB, PAINT W.R. GWB, PAINT 8' WAINSCOTE 205 WOMEN SHEET VINYL 6" COVE W.R. GWB, PAINT W.R. GWB, PAINT GWB, PAINT W.R. GWB, PAINT $" W.R. GWB, PAINT 8' WAINSCOTE 206 EXIST. DECK 2'x4' SUSPENDED, LAY -IN 9' DOOR TYPES J FLUSH H.M., PAINT U = 0.61 A B SOLID CORE HARDWOOD VENEER DOOR (STAIN) P. LAM. KICK PLATE AS SCHEDULED GLASS ADD THIS SIGN TO DOOR THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. PUSH / PULLS NARROW STILE ALUM. & GLASS T. = TEMPERED U = 0.68 SHGC = 0.35 DOOR '\, UPWARD ACTING SECTIONAL STEEL U=0.37 D SCHED LE NOTES: 1. PROVIDE LEVER -TYPE OPERATING HARDWARE AT ALL DOORS 2. SEE FLOOR PLANS FOR DIRECTION OF DOOR SWING 3, LOCKS AND LATCHES PER IBC SECTI❑N 1008.1.9.3. 4. EGRESS DOORS SHALL BE READILY ❑PENABLE FROM THE EGRES SIDE WITH❑UT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 5. INSULATED DOOR TO MEET DEFAULT STANDARD U = 0,37 DOOR FRAME HARDWARE DOOR NO. ROOM NAME SIZE THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH LEVER LATCH LOCKSET CLOSURE KICKPLATE REMARKS 01 MEN 3'x7' 4 B WOOD PAINT H.M. PAINT • • 01 02 WOMEN 3' 13,1 4 B WOOD PAINT H.M. PAINT • • 02 03 WAREHOUSE 10' x 14' D METAL PAINT 03 04 WAREHOUSE 10' x 12' D METAL PAINT 04 101A GENERAL OFFICE 3' x 7' 4 A H.M. PAINT H.M. PAINT • • • • 101A 101 B GENERAL OFFICE (2)-3'x7' C ANOD. ALUM. FACTORY ANOD. ALUM. FACTORY • • • PUSH/PULL 101 B 103 MEN 3' 143" B WOOD PAINT H.M. PAINT • • 103. 104 WOMEN 3' x 7' 13" a B WOOD PAINT H.M. PAINT • • 104 203 GENERAL OFFICE 3'x7' 13" 4 A H.M. PAINT H.M. PAINT • • • • 203 204 MEN 3'x7' 4 B PAINT H.M. PAINT • • 204 205 WOMEN 3'x7' 13" 4 B PAINT H.M. PAINT • • 205 STRAP STUDS TOGETHER STOREFRONT SYSTEM WITH ALUM. STOP AND WEATHERSTRIPPING DOOR PER SCHEDULE DOOR JAMB / HEAD 3"=1'-0" ALUM. THRESHOL SET IN SEALANT STOREFRONT DOOR PER SCHEDULE WITH WEATHERSTRIPPING / DOOR PER SCHEDULE SWEEP CONC. STOOP HANDICAP APPROVED THRESHOLD WITH MAX. 1:2 SLOPE AND 1/2" HEIGHT CHANGE STOREFRONT DOOR DETAIL DR. SILL DETAIL 3"x3" GAL. ANGLE BOLTED TO CONC JAMB — PAINT NEW SECTIONAL DOOR PER SCHEDULE — WEATHERSTRIPPING REVERSE MOUNT TRACK PER MANUFACTURER NEW STRUCTURAL' STRONG BACK PER STRUCTURAL SECTIONAL STEEL DOOR PER SCHEDULE GAL. GUARD ANGLE - PAINT 4' HIGH 0 12" x 24" STARDARD DOCK BUMPER BOLTED TO DOCK FACE PER MANUF. REC'S. SHIM AS REQUIRED TO PREVENT TRUCK FROM HITTING BUILDING DOCK HIGH DR. SILL 3"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 4 2015 PERMIT CENTER 0 O 0 0 U 0 c 0 0 7 0 a) 0 0 0 -D 0 0 if) N O REQ'T. PER WA. ST. REG. FOR BARRIER -FREE: 1. DOOR HARDWARE WITH MOUNTING HEIGHT 42" A.F.F. PROVIDE CLEAR SPACE FOR APPROACH TO HARDWARE. 2. DOORS WHERE DOOR IS PULLED OPEN, FFLOOR SPACE 18" BEYOND STRIKE JAMB AND 60" PERPENDICULAR TO DOORWAY, WHERE DOOR IS PUSHED OPEN, FLOOR SPACE 12" BEYOND STRIKE JAMB AND 48" PERPENDICULAR TO DOORWAY. 3. BATHROOMS AND SHOWER ROOMS WHEELCHAIR ACCESSIBLE TOILET STALLS 60" WIDE x 59" DEEP. 32" CLEAR ENTRY WIDTH WITH 48" CLEAR UNOBSTRUCTED ACCESS. WATER CLOSETS 18" FROM CENTERLINE TO WALL AND 42" CLEAR. HEIGHT TO TOP OF TOILET SEAT 17"-19'. GRAB BARS 36" A.F.F. x 42" LOND ® SIDE AND 36" LONG 2 BACK. FLUSH CONTROLS ON WIDE SIDE 44" A.F.F. URINALS SHALL HAVE ELONGATED RIM 17" A.F.F. LAVATORIES MOUNTED 34" A.F.F. WITH CLEAR FLOOR SPACE 30" WIDE x 48" DEEP AND KNEE CLEARANCE 17"-19". EXPOSED DRAIN PIPES INSULATED WITH FOAM INSULATION. FAUCET HANDLES 17" FROM THE FRONT EDGE. MIRROR BOTTOMS AND TOP OF SHELVES 40" A.F.F. SHOWER STALLS 36" x 36" WITH SEAT AND CLEAR FLOOR SPACE 48" LONG x 36" WIDE. SEAT SHALL BE LOCATED ON WALL OPPOSITE SHOWER CONTROLS. AND GRAB BARS 36" A.F.F. GRAB BARS 36" A.F.F. x 18" LONG ® WALL OPPOSITE CLEAR FLOOR SPACE AND 27" LONG © WALL OPPOSITE SEAT. GRAB BARS ARE 1 1/4" — 1 1/2 ", 1 1/2" FROM WALL. FAUCET CONTROLS ON WALL OPPOSITE SHOWER SEAT AND 38"-48" A.F.F. THRESHOLD 1/2" MAXIMUM HEIGHT. 4. WATER FOUNTAINS WITH CLEAR FLOOR SPACE 30" WIDE x 48" DEEP WITH 17"-19" KNEE SPACE. SPOUT LOCATION 36" A.F.F., 4" HIGH. CONTROLS WITHIN 6" OF FRONT. NOTES: WALL -MOUNTED SIGNAGE REQUIREMENTS: SIGNS ARE CENTERED ON THE WALL 60" ABOVE THE FLOOR. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON .THE LATCH SIDE, INCLUDING AT DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. / `--- MEN CORRESPONDING ' GRADE 2 BRAILLE ,�,__�' 1. ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. CHAPTER 11, WAC 51-30 AND ACCESSIBILITY GUIDELINES (TYPICAL). MOUNT ALL OPERATING CONTROLS & DISPENSING SLOTS NO HIGHER THAN +40" AFF. 2. W.C. GRAB BARS LOCATED AT THE SIDE SHALL BE MIN. 42" LONG LOCATED NOT MORE THATN 12" FROM REAR WALL AND EXTENDING MIN. 54" FROM THE REAR WALL. GRAB BARS LOCATED AT THE BACK SHALL BE MIN. 36" LONG AND EXTEND MIN. 12" PAST W.C. & TOWARD SIDE WALL AND MIN. 24" PAST W.C. & TOWARD OPEN SIDE OF W.C. GRAB BARS LOCATED AT THE BACK SHALL BE MOUNTED NOT MORE THAN 9" BEHIND SEAT. 3. INSULATE EXPOSED DRAIN & HOT WATER SUPPLY PIPING UNDER SINKS, PER CODE, WHERE NOT OTHERWISE PROTECTED BY SCREEN PANELS. 3' 1.0 4'x4' MIRIjOR ��11r T. P. DISP. X —6rr 1 SEAT COVER DISP. X 6"(COVE BASE (TYP.) 4'-6" 3'-4" 1' \ • w SAN. N./T. DISPOSAL SOUTH EAST MEN 103 TOILET ELEVATIONS 03 T. P. DISP. M 0 fa #6, WOMEN CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMU1A 5/8" HIGH AND A MAXIMUM OF 2" HIGH. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A B_UE BACKGROUND. NOTES: 1. MOUNTING: CENTERED ON DOOR 60" FROM THE FLOOR. 2. CIRCLE FOR MEN, TRIANGLE FOR WOMEN. STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR MOUNTED SIGNAGE: 12" DIAMETER CIRCLE 1/4" THICK. STAINLESS STEEL WITH WHITE FIGURE WALL MOUNTED SIGNAGE: FONT IS SANS —SERIF UPPERCASE 5/8" HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA REQUIREMENTS. RESTROOM SIGNAGE 4 WEST ♦ 6" COVE BASE (TYP.) STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR —MOUNTED SIGNAGE: EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG; STAINLESS STEEL WITH WHITE FIGURE. WALL —MOUNTED SIGNAGE: FONT IS SANS —SERIF UPPERCASE 5/8" HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA REQUIREMENTS. 6" COVE BASE MP.) NORTH 4'-6" 3'-4" ♦ �♦ T. P. DISP. SAN. N./T. DISPOSAL EAST 0) 6" COVE BASE (TYP.) J SOUTH WOMEN 104 TOILET ELEVATIONS WEST I cV I ♦ ♦ 6" COVE BASE (TYP.) a� cV SCALE: 1/4" = 1'-0" 4' MIRROR 3' 5' c 6" COVE BASE (TYP.) NORTH ,Y 6,,\—T. P. DISP. SEAT COVER DISP. 6" COVE BASE (TYP.) NORTH 1- .O I� aZ 3'-4" 6" COVE BASE (1YP.) SAN. N./T. DISPOSAL WEST EAST MEN 204 TOILET ELEVATIONS cV 3'x4' MIRROR cV 6' COVE BASE (TYP.) SOUTH SEAT COVER DISP. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" T. P. DISP. cV 0 cV WALL MTD. WATER COOLER FIN. FLR. DRINKING FOUNTAIN SCALE: 1/2" = 1'--0" CO MIRROR PLASTIC LAMINATE BACKSPLASH PLASTIC LAMINATE COUNTER TOP 2" x 3" STEEL TUBE OVANITY SECTION SCALE: SCALE: 1" .1'-0" TYPICAL RESTROOM FIXTURE MOUNTING DIMENSIONS a LAVATORY MIRROR is N PAPER TOILET TOWEL/ PAPER WASTE DISPENSER RECEPTACLE 2'—Orr 1r X —6nl SEAT COVER DISP. 3'x4' MIRROR E:73 SAN. NAPKIN DISPOSAL 3'-6" 0 -CV 1 SEAT COVER DISPENSER 1 1/2" GRAB BAR M•— TOILET PAPER DISPENSER FEMININE TOILET SEAT HYGIENE HEIGHT DISPENSER O O WAREHOUSE TOILET ELEVATIONS 'CV 6" COVE BASE (TYP.) NORTH EAST WOMEN 205 TOILET ELEVATIONS 3'-4" CD OD SAN. N./T. DISPOSAL SCALE: 1/4" = 1'-0" 6" COVE BASE (1YP.) EAST REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION 6" COVE BASE (TYP.) SOUTH RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER SCALE: 1/4" = 1'-0" CD L:\2014files\14000092\Andover Park East-S1.0-Overall Foundation Plan-192-14000092.dwg, 11-12-14, 2:59pm, BHARATP, 192 O O N 0 O N 0 0 N 20'-0" 16 24'-0" 24'-0" GENERAL NOTE 14 24'-0" THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - 455 Andover Park East - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2012 International Building Code (IBC) Code supplement & Date - ASCE 7-10 3. DESIGN LOADS a Snow Load b. Seismic c. Wind Load 25 psf Ss = 1.446, S1 = 0.538 Sds = 0.964, Sd1 = 0.538 Site Class "D" Basic wind speed (3 sec. gust) VULT= 110 mph , VASD= 85 mph Risk Category II Exposure B Kzt=1.0 Kd=0.85 (IBC Toad cases per section 1605.2 & 1605.3.1 only) OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION ASSUMED SOIL BEARING 2000 PSF. THIS VALUE IS TO BE VERIFIED BY THE BUILDING OWNER PRIOR TO BEGINNING FOUNDATION WORK. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BELOW FINAL FINISHED GRADE. FOOTING STEP LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR TO VERIFY AND COORDINATE FOOTING STEPS WITH CIVIL ENGINEER TO FINISH GRADE PLANS. ADD FOOTING STEPS AS REQUIRED. EXTEND BOTTOM OF ALL EXTERIOR FOOTING 18" MIN. BEAR SLABS AND FOOTINGS ON FILL COMPACTED TO 95% MODIFIED PROCTOR - ASTM D-1557 OR ON UNDISTURBED SOIL. CAST -IN -PLACE CONCRETE F'c = 3000 PSI FOR ALL CAST -IN -PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER -CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER -CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. 24'-0" 7 24'-0" 24'-0" ,IL 24'-0" 380'-0" 24'-0" 24'-0" 24'-0" OVERALL FOUNDATION PLAN REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER SCHEDULE, 2'-0" MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER 1-1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 14 AND LARGER 1-1/2 ....#11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS 1-1/2 MASONRY REINFORCED MASONRY SHALL BE IN CONFORMANCE WITH SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1-11) AND BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-11). HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (50/50) GRADE "N" IN ACCORDANCE WITH ASTM C-90. MASONRY STRESSES USED IN DESIGN (F'M = 1500 PSI) WERE FOR INSPECTED CONSTRUCTION. MASONRY UNIT COMPRESSIVE STRENGTH TO BE 1900 PSI MINIMUM ON NET AREA AND 1000 PSI MINIMUM ON GROSS AREA. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE. ALL MASONRY TO BE RUNNING BOND LAY-UP. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KINK BOLT TZ PER ESR-1917 CMU HILTI KWIK BOLT 3 PER ESR-1385 ADHESIVE ANCHORS: CONCRETE HILTI HIT-RE500 -SD PER ESR-2322 AND HILTI HIT-HY 200-R PER ESR-3187 CMU HILTI HIT-HY 70 PER ESR-2682 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 - 11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 -11 SECTION D.9.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. 1/16" = 1'-0" 24'-0" 24'-0" L_ 24'-0" 24'-0" 24'-0" l STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-10), AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AUGUST 25, 2010. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES OTHER SHAPES & PLATES TUBE SHAPES ANCHOR BOLTS HIGH STRENGTH BOLTS BASE PLATE GROUT ASTM A 992 ASTM A 36 ASTM A 500, GRADE B ASTM F 1554, GRADE 36 ASTM A 325 ASTM C 1107 (Fy=50,000 PSI) (Fy=36,000 PSI) (Fy=46,000 PSI) (Fy=36,000 PSI) BOLTS: ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS". (12/31/09) WELDS: ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE %" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. ALL STEEL NEEDS TO BE COATED FOR APPROPRIATE EXPOSURE. COORDINATE WITH ARCHITECT AND ENGINEER. DECKING 1 1/2" HEM FIR, T&G, VEE-JOINT, COMMERCIAL GRADE, Fb=1300 PSI. USE CONTROLLED RANDOM LAYUP - DISTANCE BETWEEN END JOINTS IN ADJACENT COURSES IS 4'-0" MINIMUM. JOINTS IN THE SAME GENERAL LINE TO BE SEPARATED BY AT LEAST TWO INTERVENING COURSES WITH EACH PIECE ON AT LEAST ONE SUPPORT. LIGHT GAGE STEEL FRAMING STUDS AND TRACKS CONFORM WITH ASTM C 955. MATERIAL CONFORM WITH ASTM A 653, GRADE 33 FOR 18 GAGE AND LIGHTER, GRADE 50 FOR 16 GAGE AND HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON DRAWINGS. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...". r AREA OF WORK S1.0 S1.1 S2.1 O O N O 0 N 0 0 0 KEY PLAN ED.0 1/16" = 1'-0 OVERALL FOUNDATION PLAN PARTIAL FOUNDATION AND FRAMING PLAN FOUNDATION SECTIONS n REVIEWED FC CODE COMPLIA APPROVED MAR 3 1 2015 City of TukwilE BUILDING DIVIS1 RECEIVED CITY OF TUKWI� DEC 1 5 7014 T-,► BAC LEVATION AND & FRAMING SECII RET CE NTE '3 L:\2014files\14000092\Andover Park East-S1.1-Partial Foundation Plan-96-14000092.dwg, 11-12-14, 2:59pm, BHARATP, 96 PARTIAL FOUNDATION PLAN Q NOTE: 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. PER ARCH. EQ. EQ. EQ. EQ. NOT T EQ. EQ. EQ. EQ. EQ. EQ. EXC D 4'-0" c MAX. H.S.S. 2x2x1/3 TUBE FRAMES, TYPICAL 1 ONE H.S.S. 4x4x1/4 HORIZONTAL STRONG BACK @ EXISTING OPENING 1/8" = 1'-0" CANOPY FRAMING PLAN Q NOTE: 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. U w a DRILL & EPDXY EMBED 4" ALL HORIZONTAL REINFORCING INTO EXIST. CONSTRUCTION TY IT ICAL 4" SLAB ON GRADE w/ 6x6xW1.4xW1.4 W.W.F. @ CENTERLINE PARTIAL PATIO/DUMPSTER FOUNDATION PLAN ErE3 NOTE: 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. 1/8" = 1'-0" RADIUS H.S.S.8x4x1/4 (HIGH) oH.S.S.8x4x1/4 (LOVV) CANOPY FRAMING PLAN ciZE3 1/8" = 1'-0" NOTE: 1/8" = 1'-0" 24'-0" /.////////////I////////////// 24'-0" L.. 24'-0" /////////// RAMP SLOPE PER ARCH. 24'-0" / / / / / / / / / / /////l/{/// /////////// STEP/SLOPE WALL PER ARCH. — — STEP/SLOPE I//////./ REFER TO ARCH. DRAWINGS FOR EXTENT. PARTIAL FOUNDATION PLAN NOTE: 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. 24'-0" NEW PARAPET FRAMING PER SECTION 5/S2.2 EXTEND PER ARCH. DRAWINGS I 24'-0" 0" NEW PARAPET FRAMING PER SECTION 5/S2.2 EXTEND PER ARCH. DRAWINGS EQ. . 1/8" = 1'-0" EQ. EQ. 12x4x1/4 (H x X co COo c H.S.S 12x4x1/4 (H GH) ❑ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION ►ECEIVED CITY OF T UKWILJ DEC 1 5 2014 PERMIT CENTER H.S.S 12x4x1/4 (LOW) H.S.S 12x4x1/4 (LOW) O N CANOPY AND PARAPET FRAMING PLAN NOTE: 1.) DIMENSION/LOCATE PER ARCH. DRAWINGS. 1/8" = 1'-0" PER ARCH. C�— 8'-0" MAX. 2- #4 AT ELEV. 4'-0" &TOP OF WALL 4,-0" #4 CONT. 0'-0" GRADE \ III—III—III- z 0" CLR. 8" C.M.U. WALL w/ #5 VERT. @ 24"oc AT CENTERLINE #4 @ 16"oc EACH WAY @ CENTERLINE e '0 d A 111-1I1-1I1- 0 J O Q J 0 ih #4 —@ 16"oc HOLD 2" CLR. MIN. 2'-0" #4 OONT. SECTION 3 1/2" 3 1/2" PLATE 1 /2"x4 1 /2"x1'-8 1/2" w/ 3- 3/4"0 HILTI KB -II STAINLESS STEEL @ 3 1 /2"oc AT CENTERLINE EMBED 5" MIN. REMOVE CMU INTERIOR FACE SHELLS 4" CLR. OF ANCHOR BOLT LOCATION m E a am CV V co 0 0 0 0 v c17 c 0 0 a) 0) rn E C 0) as w m a 0 a N 0 0 0 0 0 a) PER ARCH. TYPICAL L GRADE I•. III 111111111111 TYP 0 -J 0 3/4" = 1'-0" J ▪ • 0 ih 3/4" GROUT LEVELING BED STEPS PER SECT. 8/S2.1 d..4 111111111L-11 111E_ 1I-111- 1111111 1 11111 1111. a . •o • . vQe d 8" 1�1 � - - 11. PER ARCH. 8" SECTION TYPICAL C.M.U. REINF. NOT SHOWN SEE SECTION 4/S2.1 3/4" = 1'-0" #4 CONT. 8" MIN. SECTION PLANTER PER ARCH. HI 1 111 1111111 i I I U==1i1=11 iTF: TYPICAL BASE PLATE PER SECT. 3/S2.1 OFFSET AS REQ'D. FLUSH TO C.M.U. OUO 0 0 J O - J 0 M ' • v• A J i FACE OF BUILDING H.S.S. 4x4x1/4 LOCATE PER ARCH. NOTE: PROTECT ALL STEEL EXPOSED TO SOIL PLATE 1/2"x4.1/2"x0'-10" w/ 2- 3/4"0 A.B. @ CENTERLINE (EMBED 7") 3/4" = 1'-0" 2" CLR.. PER ARCH. 2- #4 TOP. NOTE: PROTECT ALL STEEL EXPOSED TO SOIL i___ BLOCKOUT SIDE WALK FOR LANDSCAPE PER ARCH. SIDEWALK PER ARCH. DRAWINGS • 4 .a a• . 1 1 1-I 1 I -I I- lillllli1=1111 4'-0"x4'-0"x12" FOOTING w/ 5- #4 EACH WAY BOTTOM SECTION #5 VERT. @ 24"oc @ CENTERLINE •'d C . ,;,I11,i III I E_III • #4 @ 12"oc EACH WAY SECTION III-1 1 1-1 1- 1I1=1 1=1111= 8" ALL SIDES, TYP. 2 BASE PLATE PER SECTION 3/S2.1 SIM. w/ 3- BOLTS @ CMU INSIDE CORNERS (2 PLACES) 3/4" = 1'-0" tj) 0 0 CAP PER ARCH., TYPICAL GRADE 3- #4 CONT. TYP. 0 (V 0 3/4" = 1'-0" 1 1-1 I�Illljlllll�lll 2- #4 TOP. 1 #5 VERT. @ 24"oc III-11 =RTi -1I1-11-111 • • • III—III-1 1 1- 1i11111111-111111 8" SECTION 8" • 8" 0 3/4" = 1'-0" H.S.S. 4x4 PER PLAN. BASE PLATE PER SECTION 5/S2.1 PER ARCH. 2- #4 CONT. TOP #4 1—@ 16"oc 8" C.M.U. WALL w/ #5 VERT. @ 24"oc AT CENTERLINE GRADE REMOVE CMU INTERIOR FACE SHELLS 4" CLR. OF ANCHOR BOLT LOCATION 4" SLAB ON GRADE w/ 6x6xW1.4xW1.4 W.W.F. @ CENTERLINE -III-I 1I- 111-111-I I I: z 2 #4 HORIZ. SIDEWALK PER ARCH. a 4 III —III —I 1I- II11111�II11111 8" 8" 8" a 0 x x— TYP. #4 NOSING BAR PER ARCH. #4 @ 12"oc B. EA. WAY 2- #4 BOT. SECTION q3) COMPACTED FILL NOT SHOWN 11 3- #4 CONT. TYP. N0 =j11` —1 1 @ 12"oc 0 J REVIEWED FOR CODE COMPLIANCE APPROVED MAR 31 2015 0 City of Tukwila BUILDING DIVISION fCCEWED 3/4" = 1'-cCITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER [23'-0"] VERIFY HEIGHT PRIOR TO FABRICATION 0'-0" EXISTING WALL N H.S.S. PER PLAN EACH SIDE OF NEW OPENING 3/16" CAP PLATE EACH H.S.S. (SEAL WELD ALL AROUND) DETAIL •1 DETAIL 1 DETAIL 2 EQ. 16" MAX. 12" MIN. 10'-0" MAX. R.O EQ. 16" MAX. 12" MIN. STRONGBACK ELEVATION NOTES: 1/4" = 1'-0" 1.) USE 1/2"0 ALL -THREAD EMBEDDED 5" MIN. INTO 9/16"0 HOLES FILLED w/HILTI HIT HY-150 MAX. ADHESIVE IN CMU, AND EMBEDDED 4" w/HILTI HIT RE-500 ADHESIVE IN CONC. SLAB. 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILTI HIT HY-150 MAX. OR HIT RE-500 WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 3.) HOLD H.S.S. 1/2" MAX. FROM WALL. 4.) ANCHOR HOLE THRU ANGLE TO BE 9/16" x 1 11/16" HORIZ. SLOT CENTERED ON THE 4" DIM. 5.) ANCHORS TO BE PLACED @ 90° TO WALL. 6.) PROVIDE SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.C.C. REPORTS ESR1967 & ESR2322. PLATE 3/8"x10"x1'-0 1/2" w/ 4- 3/4"0 HILTI KB -II @ 7"GA. EMBED 5" MIN. IN EXIST. P.C. PANEL s PER ARCH. H.S.S. 12x4 PER PLAN SECTION EXIST. P.C. PANEL 3/4" = 1'-0" L4x4x 3/8 x 1'-4" EACH SIDE H.S.S. w/ 4- 5/8"0 ANCHORS (EMBED 5 5/8" MIN.) SEE NOTES CENTERLINE PER ELEVATION TOP, BOTTOM, AND NEAR SIDE TYP. @ ALL ANGLES PLATE 1/2" x H.S.S. WIDTH + 1" w/ 2- 5/8"0 ALL -THREAD EMBED 4" MIN. INTO 9/16"0 HOLE TYP> 1/4 V DETAIL 1 DETAIL 2 2x6 T.&G. DECKING w/ #12 SELF DRILLING SCREWS @ CENTERLINE EACH PIECE, TYPICAL SECTION CONTINUOUS H.S.S. 6x2x1/8 FASCIA END CAP 3/16", TYP. H.S.S. 12x4 BEYOND @ SIM. CONDITION (FRAME ON GRID 1 ) 3/4" = 1'-0" RADIUS 8x4 LOCATE PER ARCH. DRAWINGS CAP ENDS TYPICAL COPE AS REQ'D. SECTION L2x2x20GA.x0'-4" @ 16"oc w/ 4 #8 SCREWS & 2- 0.1770x1 1/4" HILTI DS PINS @ 3"GA. EXIST. P.C. FASCIA PANEL EXIST. SPANDREL SUPPORT PANEL BEYOND 3 5/8x1 5/8x20GA. CONT. TRACK w/ 2- #8 SCREWS EACH CONNECTION & 0.1770 x 1 1/4" HILTI DS PINS @ 16"oc SECTION 1 1/2"x20GA. CONT. HAT CHANNEL (3 PLACES) w/ 2- #10 SCREWS EACH FRAME V H.S.S. 2x2x1/8 FRAME, TYP. TOP OF EXIST. OPENING BEYOND 1 1/2x1 1/2x3/16x0'-3" TYP. EACH SIDE w/ 3/8"0 HILTI KB-TZ STAINLESS STEEL ANCHORS EMBED 3" PER ESR-1917 3/4" = 1'-0" CENTERLINE H.S.S. 3/8"0 THRU BOLT. TYP 1/4 V 1 1/2" H.S.S. 4x4x1/4 • (V PLATE 1/4" EACH END w/ 3- 3/8" KB-TZ SS EMBED 5" 1 1/2" CONDITION @ EXISTING OPENING SECTION i ALL FRAMING MEMBERS 3 5/8x1 5/8x20GA. @ 16"oc, TYPICAL FULL LAP w/ 2- #8 SCREWS EACH CONNECTION, TYP. CONT. BRAKE SHAPE L2x2x20GA. TYPICAL @ CORNERS w/ 1- #8 SCREW EACH HORIZ.NERT. PIECE 3/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 5 2014 PERMIT CENTER EXISTING LANSCAPED. AREA TO REMAIN. / / / / / I • • / /\(/1/ / / • '7 � . - -- � ' -- - r ;'--' - Tom, - - '. � T� � - — — - T •'� -hj� .' 7a� .ir • 7' �' st f .r� ' �i►1•+ .�i �:�►� I., �` �IL' T � 7r .:,I , A:' .#VA 1 �A At•—Sr/Ap'r2L iRr.Z i FASSilj2/�ii == �r�iLI SSMMi A,72fit�stffP �►� �..�iAt0 i t irIp►�itjr* rip NEW TRASH/RECYCLE 24-1 5.F. EX AN EXISTING LANSCAPED AREA TO REMAIN. kkopp,opikkopppiostkikkoskstoppo olfstoocot EXISTING SHRUBS TO REMAIN RAISED' SIGN. AREA ASONA LOR 13 ARKING / ` •• .N lJ •• / , 1,/ • + / • / /CD 1' \J l‘• / • • EXISTING LANSCAPED AREA TO REMAIN. NEW MONUMENT BY OTHERS NEW 5I1DEWALK REMOVE EXISTING JUNIPER. RE 50D. )2( I� • • • / I� • • — ''‘‘b\`— \J I CO CD / , • • 1 ,/ • • 1 / � 6} Five%A OW la}! 111� ii111111 STING STOREFRONT ENTRY STEPS Central leader. (See crown observations detail). Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required. Round -topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Finished grade. Modified soil. Depth varies. (See soil preparation plan). Existing soil. SECTION VIEW Bottom of root ball rests on existing or recompacted soil. TREE w/ BERM (EXISTING SOIL MODIFIED) d EXISTING FLAG POLE BIKE RACK NOTE ADJUST/ EXTEND EXISTING IRRIGATION TO ALL NEW PLANTING AREAS FOR 100% COVERAGE. VLS uS G` - at& wAr r k)v. QN\ set a' pk, oF- ' ouJ ptcN') vtnr,. �vlwl W 6& A lG„R _ n ttt.11eo Top of root ball shall be flush with finished grade. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE PLANT UST ANDOVE XISTING LANSCAPED AREA TO REMAIN. NORTH PlAnting pit min. twice of root ball • &A F11-11=i:=11:=1' II-11=1��-II- .11=11-11-6 . a• Al :::............... 'II=11:: 11-11=_�.:11=11- 11==I 1=II=11=1 1:11-11= II. II=11-11 ?n1 11.7 L=11n=1 • Prune diseased and broken branches "Cha in lock" or equal tree tie material (1" width); nail or staple tree tie to hold vertically, loop each tie around half tree loosely to provide 1" slack for trunk growth 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface only nativ-e soil, water oroughly,.fertilize Do took uf+ v n j 3041 t t\ voct,inikm.3hb1 e or DECIDUOUS TREE PLANTING DETAIL No Scale SHRUB PLANTING No Scale `Cbe-DsC55 all 9Am...6- N of rea5 eta.'eAY tomes} O NOTES. DETAIL rune diseased and broken branches Nb S1aV"6 llece�ar�'t, Water basin with Oak,JL Soil y1 2" mulch Com /' AA,��vt)wo12 -hd wateracted to so i I thorougl i'�y, pac S fertilize as req d Planting',hole min. twice size of root ball Slnou. Q\6A- (4 olY`O�e. f o k VDeXt)v3 2. 3. 4" minimum depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy full and conform to USA standard nursery stock, latest edition. 6. Plant material or sizeor kind not available may be substituted only with approval of Landscape Architect or Owner. 1. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. 9. Positivedrainage shall be maintained. Mound planting areas minimum 6. 5or 'fit$ kft.0 : Aace cl(te (‘Aa,n Ok. emA- arnd remove ALL kv.1,.ne, r taQ . av\d bask ck- ko'o break S +rookb60 Subgrades, including berms, to within 1 1/10th foot provided by ``'' -- General Contractounless otherwise noted. rarflire.�6~ BOTANICAL / COMMON Acer griseum/ Paperbark Maple Prunus x hi llieri 'Spire' / Spire Cherry Acer palmatum 'Sango Kaku' / Sango Kaku.Japanese Maple Chamaec paris obtusa 'Aurea' / 5 Golden I-4inoki nCypress QUANTITY' viburnum davidii / David Viburnum Pinus mugo 'Pumillo' / Dwarf Mugo Pine prunus L. "Otto Luyken'. / Otto Luyken laurel O Nandina d. Moon Bay' / Moon Bay Heavenly Bamboo 0 Pennisetum a. 'Hameln' / Fountain Grass ® Taxus baccata 'Fastigiate / Irish Yew O Ilex crenata 'Compacts' / Compact Japanese Holly Hemeroca Ilis 'Stella de Oro' / Daylily, O Llriope muscari / Big Slue Lilyturf Cotoneaster dammeri / Bearberry Cotoneaster Sodded Lawn Seasonal color - dense 4"-1 gallon pots per s ctivforntS�mbbl i SPACING 2" Caliper per plan 2" Caliper per plan 6'-1' 8' min. 5gallon 5 gallon 21". min. 5 gallon 5 gallon 4' min 2 gallon 1 gallon 1 gallon 11 per plan per plan per plan per plan per plan per plan 3' o.c. 3' o.c. 2.5' 2.5' 2' EVIEV, �''"D FOR DE COMPLIANCE APPROVED MAR 3 1 2015 a son City of Tukwila BUILDING DIVISION * Confirm plant quantities LANDSCAPE PLAN SCALE: 1"=16' flJ L 0 8' 16' 32' .54'1 Ce ( 60AUS4 5%tvt o3'.VSmmte pok rook ¶vine ant et cc101.5. rob IZeyd-10 awls Adha4 aye rook- bolkna poi CONDITION 545 13415 545 B4B full 4 bushy' full full 4 bushy' full 4 bushy' full 4 bushy full full 4 bushy full full full RECEIVED ITY OF TUKWILA DEC 1 5 2014 ERMIT CENTER MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 9402 Tidal Court (206) 842-7886 Bainbridge Is., WA 98110 z 1: 0_ w 0_ 0 Z Q COVER SHEET PORTION of the SE.1/4 of NE.1/4 + the NE1/4 of the SE.1/4 of SECTION 26 Towsnhip 23 North, Range 4 East, Willamette Meridian City of TUKWILA. KING County State of WASHINGTON AREA OF WORK FDC POWER VAULT E X ■ LUMINAIRE (LUM.) LOT LIGHT YARD LIGHT POWER METER JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) STORM CEANOUT (SDCO) SANITARY SEWER MANHOLE (SSMH) GAS METER GAS VALVE WATER VAULT WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER POST INDICATOR VALVE FIRE DEPARTMENT CONNECTOR LEGEND TITLE REPORT SPECIAL EXCEPTION SIGN MONITOR WELL DIRECTION OF VEHICLE TRAVEL GP GUARD POST A IRRIGATION SPRINKLER RIR CONCRETE SANITARY SEWER LINE STORM DRAINAGE LINE CHAIN LINK FENCE RAILROAD SWITCH 00 S88'12'32'$ 486.50' EXISTING BUILDING FF=26.3O 1:8812'321, 486.50' EXISTING BUILDING E =I EMI i x 24.8 ANDOVER INDEX TO SHEETS: C1 OF 3 COVER SHEET C2 OF 3 PRELIMINARY DEMOLITION AND TEMPORARY EROSION, SEDIMENT CONTROL PLAN C3 OF 3 PRELIMINARY GRADING AND STORM DRAINAGE PLAN 149.78` These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac7 • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this. acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: • view • rk..._. . lonewocd rv.SUile& Seattle" Aliport Tukwila' rr.r CE IEEE = hropGatiery ;;._ Events STBeth St s1aolh,i. SVY43rdSt Townet'iace .^ w Suites:Seattle k Greed river Soi1hcenter.. VICMY MAP N.T.S. SURVEY INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND IDS RANGER" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIETZ B-2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE- RESULTING _ DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC.332-130-090. DATE OF SURVEY FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED MAY, 2004. ALL SURVEY MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. HORIZONTAL DATUM - BASIS OF BEARINGS THE BEARING OF THE LINE BETWEEN THE FOUND MONUMENTS ALONG THE CENTERLINE OF ANDOVER PARK EAST TAKEN AS North O1'47'48" East AS PER THE PLAT OF ANDOVER INDUSTRIAL PARK No. 5, Vol. 83, PLATS, Pgs. 22 & 23. VERTICAL DATUM - BASIS OF ELEVATIONS - NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS PER WSDOT MONUMENT DESIGNATED AS "IS17174", BEING A FOUND CONCRETE MONUMENT IN CASE WITH A 5/8" BRASS PLUG & PUNCH, DOWN 1.20 FT. IN THE CENTERLINE OF TUKWILA PARKWAY ELEV.=25.896 US FEET - NOTE 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR - EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. PROJECT INFORMATION LEGAL DESCRIPTION PARCEL A: Lot 6, Andover Industrial Pork No. 5, according to the Plat thereof recorded in Volume 83 of Plats, Pages 22 and 23, Records of King County, Washington. PARCEL B: The North 15 feet of the following described property: That portion of the Northeast Quarter of the Southeast Quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington described as follows: Beginning at the Southwest corner of said Subdivision;. thence South 88'12'32" Eost 30.00 feet to the point of Origin of the centerline of the P-17 drainage channel, which channel continues South 88'12'32"- East to Terminus at the Westerly margin of Christensen road; thence continuing South 88'12'32" East olong the said P-17 drainage channel centerline 360.00 feet; thence North 01'47'28" Eost 69.00 feet to the Northerly margin of Minkler Boulevard and as conveyed .by instrument recorded under Recording No. 7202290162, and the true point of beginning; thence continuing North 01'47'28" East 967.57 feet to the Southwest corner of Andover Industrial Park No. 5, according to the Plot recorded in Volume 83 of Plats, Pages 22 and 23, in King County, Washington; thence South 8812'32" Eost along the Southerly margin of said Plot 486.50 feet to the Westerly margin of Andover Pork East os recorded under Recording No. 6355530, Volume 5059, Pages 65 and 66; thence South 01'47'28" West along the said Westerly margin 917.57 feet; thence along a curve to the right hoving a radius of 50.00 feet, through a central angle of 90'00'00",- and orc distance of 78.54 feet to the North line of said Minkler Boulevard; thence North 88'12'32" West 436.50 feet to the true point of beginning. CURRENT OWNER -- KIRKPATRICK FAMILY LLC, o Washington Limited Liability Company TAX ACCOUNT NO. 022340-0060 CALCULATED LAND AREA 153,248± SQ. FT. (3.518± ACRES) SITE ADDRESS 455 ANDOVER PARK EAST TUKWILA, WA CORRECTION NOTE 1. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT No. NCS-85666-WA1 DATED: APRIL 7, 2004 at 7:30 A.M., WAS RELIED UPON FOR TITLE INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER -TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. 2. PLOTTABLE TITLE REPORT SPECIAL EXCEPTIONS (SCHEDULE B) ARE SHOWN ON THE DRAWING. CALL BEFORE YOU DIG: 1-800-424-5555 CAUTION: UTILITY CONRJCT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES - WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS - EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT .TO VARIATI IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN - CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REVISED PER CITY REVIEW 0 0 6) 0° 0 z U J J CC W O CC 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 it 2015 PERMIT CENTER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY.A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE • ECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE E FORM • R PLAC OF SAID MONUMENTATION SHALL ALSO BE THE ITY OF 0 U 1, N J U) W C° Sc6 P Q a. cc ict cc EL / w (Q O `Z C awF- 0 16. > Z O 0 - a N .0 2 q0. Dote 01/18/14 18215 72ND AVENUE SOUTH x N 00 tocon LO N N LO N c4) 0 —J J w Y 0 0 to Date/Time:2/17/2015 4:42 PM File:P:\ 16000s\16894\preliminary\ 16894—po l .dwg =20' 10 20 40 FD. TACK IN RR. TIE S58'W 0.4' FROM COR. CB RIM=24.64 IE 6" PVC? N=23.14 IE 6" PVC S=22.88 IE 10" DI W=22.69 FIRE HYDRANT WATER VALVE EXISTING BUILDING DEMOLITION SCHEDULE 03 80' RAILROAD EASEMENT REC. No. 7504210345 SAWCUT EXISTING ASPHALT PAVEMENT IN A STRAIGHT SMOOTH LINE FOR A CLEAN EDGE. REMOVE EXISTING ASPHALT PAVEMENT AND DISPOSE OF OFFSITE REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE REMOVE EXISTING WALL AND DISPOSE OF OFFSITE DEMOLISH EXISTING CONCRETE SIDEWALK, STAIRS AND LANDING AND DISPOSE OF OFFSITE REMOVE EXISTING LANDSCAPING AND PLANTER AND DISPOSE OF OFFSITE REMOVE EXISTING CONC. WHEEL STOPS. SAVE AND REUSE ON NEW PARKING LAYOUT IF FREE FROM DAMAGE REMOVE EXISTING PARKING STALL STRIPING REMOVE EXISTING DOCK DOORS AND DISPOSE OF OFFSITE NOTES 1. CONTRACTOR TO INSTALL ADDITIONAL BMP's AS REQUIRED DURING CONSTRUCTION TO ENSURE THAT ALL STORMWATER RUNOFF REMAIN ONSITE AND WOULD NOT BE DIRECTED INTO NEIGHBORING PARCELS. 2. CONTRACTOR TO INSTALL CATCH BASIN INSERTS ON ALL EXISTING ONSITE AND OFFSITE CB's WHICH MAY GET AFFECTED BY PROJECT CONSTRUCTION. 44 .51 .04 PRELIMINARY DEMOLITION AND TEMPORARY EROSION SEDIMENT CONTROL_ PLAN PORTION of the SE.1/4 of NE.1/4 + the NE.1/4 of the 3E.1/4 of SECTION 26 Towsnhip 23 North, Range 4 East, Willamette Meridian City of TUKWILA KING County State of WASHINGTON x 25.31 25.41 EX. CURB TO REMAIN FIRE HYDRANT WATER VALVE V TO REMAIN GP©14r4639 ,► J I► I 5. x 25.24 • I cvs. ► U43 Ell mm DESCRIPTION T.E.S.C. LEGEND PROPOSED FILTER FABRIC FENCE LIMITS OF CLEARING CB ASPHALT INSTALL TEMPORARY - - SILT FENCE WHEEL STOPS ASPHALT STAIRS & LANDING PAS WHEEL STOPS ASPHALT ASPHALT PARKING SIGN 53 RIM=23.72 LOADING/UNLOADING AREA EX. RETAINING WALLS AND RAMP TO BE REMOVED CONSTRUCTION SEQUENCE: 1. ARRANGE AND ATTEND A PRECONSTRUCTION MEETING WITH CITY OF TUKWILA INSPECTIONS UNIT. 2. FLAG CLEARING LIMITS AND FLAG PROPERTY LINES. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL SILT FENCING AS SHOWN ON THE PLANS. 5. INSTALL TEMPORARY CB PROTECTION ON ALL EX. CB'S IN VICINITY OF PROJECT. 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 7. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF TUKWILA EROSION AND SEDIMENT CONTROL STANDARDS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 9. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 11. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS UPON APPROVAL OF THE INSPECTOR. WCU 4.53 4.49 CLEARING LIMITS PROPERTY LINE (TYP.) INLET SKIRT HANDLING STRAP EX. LIGHT TO REMAIN PARKING CURB PARKING Parcel A EXISTING STOREFRONT AND ENTRY STEPS / PATIO WITH CANOPY TO BE REBUILT EXISTING BUILDING ;;;±E.:7..0 xzx PARKING INSERT SHALL BE DIRTRAP ULTRA DRAINGAURD OR APPROVED EQUAL. OVERFLOW PROTECTION STAIRS & LANDING HANDLING STRAP SEDIMENT COLLECTION CATCH BASIN INSERT NOT TO SCALE EX. CURB TO REMAIN EX. LIGHT TO REMAIN ASPHALT PARKING RIM=23.53 IE 15" CNC E=20.75 REMOVE NT TO SOUTH L.S. EX. LIGHT TO REMAIN or-CLEARING LIMITS PROPERTY LINE (TYP.) SAWCUT LINE (TYR) WHEEL STOPS WHEEL STOPS Thee plans have boon reviewed by the Public Nillorks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of a opt dards or ordinances. The responsibility for the adequac7. of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. _ - Date: By: le5() MATERIALS OF CONSTRUCTION FABRIC: APPARENT OPENING SIZE GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZIODAL TEAR: WATER FLOW RATE: PREMEABILITY: DIMENSIONS: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. (AOS): 80 US STANDARD SIEVE (0.180 MM) 200 LBS 130 LBS 400 PSI 110 GPM/FT2 SKIRT: 24"x36" DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS SAWCU LINE ( SSMH RIM=25.08 IE 8" CNC S=14.58 IE 8" CNC SW=15.51 IE 8" CNC SE=15.50 UTILITY EASEMENT DRAINAGE 8c REC. No. 63 REC. No. 9 PARKING (TO REMAIN) CB RIM=24.35 IE 15" CNC S=20.35 C =20.34 LL EX. STAIRS TO BE MODIFIED AS SHOWN ON SITE PLAN CB RIM=23.35 IE 15" CNC N=20.87 IE 15" CNC E=20.83 CB PROTECTION (TYP. SEE DETAIL ON THIS SHEE CB RIM=23.75 IE 15" CNC W=20.50 IE 18" CNC E=20.10 PARKING MEI 25.3 22 & 23 UTIL. ESMT. 5530 T. 03130941 24.80 4 41 24.64 4.38 25.24 EX. POWE oi LIGHT J- BOXES a. 3 MPH Id Z a CI d < 0 Ct 24.24 24 25.46 08 24.59 24.58 1 24.42 24,35 OXES TO PROTECTED 0 oe -J 0 24.31 24.22 24.01 23.89 24.9 2 44.2 4. 2 4430 4.49 0 rn cc RI co CC cq < 0 w w z O o cn >- dtml CO imm cr w co et •• i 2 Inn 10 co 0 REVIEWED FOR z ODE COMPLIAN (11 APPROVED Ln MAR 3 1 2015 5 City of Tukwila RECEIVED Y OF TUKWILA MIT CENTER CALL BEFORE YOU DIG: ASPHALT 124.88 65 25.40 25.39 25.38 75 LLJ J-BOX IRRIG. OXES (TYP.) WM WTR. A 'irvirtnil IS 5. 7 2 .04 5.47 SS 15' 0 REMAIN 724.79 2 co • 24.4 21.60 24.36 24.41 24.44 24.83 SITE BENCHMARK TOP OF 2" BRASS DISK IN MONUMENT CASE ELEV.=2 5 FEET 00 1-7 LL- N CO CO 00 N 17.1 0 cr Job Number cv) CATCH BASIN PROTECTION co co