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HomeMy WebLinkAboutPermit D11-340 - KING COUNTY HOUSING AUTHORITY - TENANT IMPROVEMENTKING COUNTY HOUSING AUTHORITY 700 ANDOVER PK W Dl 1 -340 City olkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049124 Address: 700 ANDOVER PK W TUKW Suite No: Project Name: KING COUNTY HOUSING AUTHORITY Permit Number: D11 -340 Issue Date: 12/27/2011 Permit Expires On: 06/24/2012 Owner: Name: KC HOUSING AUTH Address: 600 ANDOVER PARK W , SEATTLE WA 98188 Contact Person: Name: JOHN BATSTONE Address: 600 ANDOVER PK W , TUKVVILA WA 98188 Contractor: Name: C D K CONST SERVICES INC Address: PO BOX 1767 , DUVALL, WA 98019 Contractor License No: CDKCOSI066MA Phone: 206 - 225 -4549 Phone: Expiration Date: 10/08/2013 DESCRIPTION OF WORK: NEW TENANT - TENANT IMPROVEMENT OF APPROXIMATELY 36,000 SQUARE FEET OF CURRENT RETAIL/OFFICE/WARHOUSE SPACE TO NEW ADMINISTRATIVE OFFICE SPACE ALONG WITH EXTERIOR UPGRADES TO WINDOWS, ENTRANCES AND SITE WORK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, AND STORM DRAINAGE. Value of Construction: 1,900,000.00 Fees Collected: $20,928.90 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 8 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -340 Printed: 12 -27 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 204 c.y. Fill 340 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Thee: Size (Inches): 0 Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Ll) 3 Date: 1 )-r):7--- 11 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature; Print Name: lCs ttJU lAt, 1146 6 Date: 7_17-'7/ 11 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. doc: IBC -7/10 D11-340 Printed: 12 -27 -2011 8: The special inspection of bolts to be instal in concrete prior to and during placement Oncrete. 9: When special inspection is required, either the owner or the registered design professional m 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 20: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 21: 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). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 23: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 24: 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. 25: ** *FIRE DEPARTMENT CONDITIONS * ** 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 27: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 28: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the All Purpose" (2A, doc: IBC -7/10 D11 -340 Printed: 12 -27 -2011 20B:C) dry chemical type. Travel distance t fire extinguisher must be 75' or less. (IFC 9 3) (NFPA 10, 3 -2.1) 29: Portable fire extinguishers, not housed cabinets, shall be installed on the hangers or buckets 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) 30: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 31: 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) 32: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 33: 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) 34: 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) 35: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 36: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 37: 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) 38: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 39: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 40: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 41: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 42: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (1FC 1004.3) 43: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) doc: IBC -7/10 D11 -340 Printed: 12 -27 -2011 44: Sprinklers shall be installed under fixe tructions over 4 feet (1.2 m) wide such as die decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 45: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 46: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 47: Fire department connections (FDC's) shall be oriented m the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 48: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. 49: 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 #2051. 50: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 51: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 52: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 53: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 54: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 55: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 56: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 57: 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) 58: 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 #2047) 59: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 60: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 61: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D11 -340 Printed: 12 -27 -2011 62: These plans were reviewed by Inspecto1l. If you have any questions, please call Fire Prevention Bureau at (206)575 -4407. 63: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 64: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 65: Any material spilled onto any street shall be cleaned up immediately. 66: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 67: 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. 68: The Land Altering Permit Fee is based upon an estimated 204 cubic yards of cut and 340 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 69: ** *PLANNING CONDITIONS * * ** 70: This project was approved by the City's Board of Architectural Review and no changes are allowed without prior approval of the Planning Department, these include no changes to the exterior finishes of the building, landscaping (both design and plant species), site plan, and site finishes. If you wish to make any changes you must submit a written request along with a justification for the requested change and an explanation as to why the issue was not addressed as part of the design review process. 71: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 72: Signs are not approved as part of this permit. A separate sign permit is required. 73: A soils inspection is required after amending the soil, but before any plants. 74: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly. 75: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. doc: IBC -7/10 D11 -340 Printed: 12 -27 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.TukwilaWA.qov Building Permit No. 1)1, 1x34! 0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. y� 6-1-1700q (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 700 Andover Park West Tenant Name: King County Housing Authority Property Owners Name: King County Housing Authority King Co Assessor's Tax No.: 2623049124 Suite Number: NA New Tenant: Floor: NA m Yes ❑ ..No Mailing Address: 600 Andover Park West Tukwila, WA city State 98188 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: John Batstone Mailing Address: 600 Andover Park West E -Mail Address: JohnB @kcha.org Day Telephone: Tukwila City Fax Number: (206) 225 -4549 WA 98188 State Zip GENERAL CONTRACTOR INFORMATION - - .(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: CV /� fr e 0014- 1( C tS )( � h L Mailing Address: PO ?1 11X� tXV4� City Contact Person: Day Telephone: E -Mail Address: //rr,,yy��` l Fax Number: vV Contractor Registration Number: �0/0 �� (J A&k State G,41oI1 Zip Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record • Company Name: Mailing Address: Rice Fergus Miller, Inc. 275 - 5th Street Bremerton, WA 98337 Contact Person: Greg Belding E-mail Address: gbelding @rfmarch.com City State Zip Day Telephone: (360) 362 -1429 Fax Number: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Coughlin Porter Lundeen - Structural Mailing Address: 413 Pine Street Contact Person: Chris Duval E -Mail Address: chrisd @cplinc.com HMpplications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Seattle, WA City State Day Telephone: (206) 343 -0460 Fax Number: 98101 Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 1,900,000.00 Existing Building Valuation: $ 1,450,600.00 Scope of Work (please provide detailed information): Tenant improvement of approximately 36,000 square feet of current retail /office /warehouse space to new administrative office space along with exterior upgrades to windows, entrances, and site work. Will there be new rack storage? ❑ Yes El.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 91 Will there be a change in use? Compact: 31 Handicap: 6 • Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers 21 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1: W pplicationsforms- Applications On Line\20I0 Applications \7 2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 36,620 36,620 170 III - B B 2"d Floor 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: 91 Will there be a change in use? Compact: 31 Handicap: 6 • Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers 21 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1: W pplicationsforms- Applications On Line\20I0 Applications \7 2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ..• .Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline O ... Valley View ❑ .. Renton ❑ ...SewerAvailability Provided ❑ .. Renton ❑ .. 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 ❑ .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance m ...Construction /Excavation /Fill - Right -of -way ❑ Non Right -of -way m m ...Total Cut 204 cubic yards ❑ .. Work in Flood Zone m ...Total Fill 340 cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut El.. 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 ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip H:' Applications`.Fomis- Applications On Line2010 Applications V- -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNNEiOO6ED G T: Signature: Print Name: John Batstone Mailing Address: 625 Andover Park West Suite 107 Date: 10/17/2011 Day Telephone: (206) 225 -4549 Tukwila WA 98188 City State Zip Date Application Accepted: l�-��� i Date Application Expires: Staff Initials: 1,4 u: Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Pennit Application.doc Revised: 7 -2010 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA . ov 2623049124 700 ANDOVER PK W TUKW KING COUNTY HOUSING AUTHORITY RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -340 ISSUED 10/18/2011 12/27/2011 Receipt No.: R12 -02051 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 07/05/2012 01:26 PM Balance: $0.00 Payee: BILLIE HOLZER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 002516 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 07 -05 -2012 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov 2623049124 700 ANDOVER PK W TUKW KING COUNTY HOUSING AUTHORITY RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -340 ISSUED 10/18/2011 12/27/2011 Receipt No.: R12 -01572 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 05/11/2012 03:19 PM Balance: $0.00 Payee: KING COUNTY HOUSNG AUTHORITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 225347 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 05 -11 -2012 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049124 Permit Number: D11-340 Address: 700 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 10/18/2011 Applicant: KING COUNTY HOUSING AUTHORITY Issue Date: Receipt No.: R11 -02785 Initials: WER User ID: 1655 Payment Amount: $12,923.30 Payment Date: 12/27/2011 10:07 AM Balance: $0.00 Payee: KING COUNTY HOUSING AUTHORITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 222104 12,923.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.322.100 000.342.400 000.345.830 000.342.400 000.345.830 640.237.114 12,316.30 250.00 89.50 37.00 113.00 113.00 4.50 Total: $12,923.30 doc: Receiot -06 Printed: 12 -27 -2011 Parcel No.: Address: Suite No: Applicant: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov 2623049124 700 ANDOVER PK W TUKW KING COUNTY HOUSING AUTHORITY RECEIPT Permit Number: Status: Applied Date: Issue Date: D11-340 PENDING 10/18/2011 Receipt No.: R11 -02275 Initials: User ID: WER 1655 Payment Amount: Payment Date: Balance: $8,005.60 10/18/2011 11:59 AM $12,320.80 Payee: KING COUNTY HOUSING AUTHORITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 220745 8,005.60 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $8,005.60 8,005.60 doc: Receiot -06 Printed: 10 -18 -2011 c2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /'/ls/G (167/4/79 //gilts t/ Type of Inspection: . it—i/v/4 /_--- • Address: 7cx ) / j/ )) 2/Fe P& 4.1 Date Called: 41140 %1/6 Special Instructions: /2/7-g z," 66.2C:25.5 - o / Date W ted:. , 20 — iZ Requester: . . Phone No: 5- 3-2'// -382 / pproved per applicable codes. Corrections required prior to.approval. COMMENTS: 41140 %1/6 — 41,, 44/e Z' r--z- / /yl r-e fil 1 1 1 //---- /�JJ I . � � f/1./‘ r v a n p- to Date: CA-(.gyp L3 — 7 - , E SPECTION FEE REQUIRD. Prior to next inspection. fee must• be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . • . • • CITY 0F TUKWILA BUILDING DIVISION 6300 Southcenter'Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection.Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1:D 11.-11-o P i ,t) . A IAA 1 1 (itS1 elj li 64i of Irtinw e.q on- 1 s t ...p (Ii oi Address: A -PK) DaA Called: 4 P I Special Instructions: Date Wanted: cn: p.m. Requester , Phone No: Approved per applicable codes. COMMENTS: 11.Corrections required prior to approval. • ' J. :••• Inspector: vs rate:g ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1. _ — . aul-ellibel_s_Ameeteedf14,4se......1.......G.,•........aa_ ua. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. (206) 431.367 D11- 140 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: '� TypeAof InkpectioR: _,P(64— 7-7) ( J r :t - ti-ar Y 0 (. e rJ J(. + Addres : y Q cI AAJD of e..f IN Date Called: '4.1"...1..4 6 0 CiA Ce4tr ?r 0 r- ti'S J-.1 41P 1 1--�- . Nei) 'F11/4 ter.'^ ( 11 -L-.- . Date Wae : .- , r ( J —11.111f Special Instructions: .W Requester: i.M Phone No: . • Ap.oved per applicable codes. ElCorrections required prior to approval. COMMENTS: _,P(64— 7-7) ( J r :t - ti-ar Y 0 (. e rJ J(. 3wed(''mac0 I '4.1"...1..4 6 0 CiA Ce4tr ?r 0 r- ti'S J-.1 41P 1 Vfrre—O pB c_ i/Jvrts ri-of _ . Nei) 'F11/4 ter.'^ ( 11 -L-.- . to A-4A- pAi e 1^LN 4., A '?› tNie I 1\1614 L vet D .c!.. i.M . D N G lily? e_z 1� 4" . ,_ t tkoil AkeAk, 5j 3, I Le: 1; ( c 4 0J-eh ,/v/ / /4'.111 -' r► Q I j f Inspe tor: REINSPECTION FEE REQUIRED Prior to next inspection, jee musfibe • . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule' 1=e inspection-. .: • 1/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA. BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 // --)17 4/4) Project: g /A1, Cer /i74/ Type of Inspection: /-7-1A//1 L � I C ?D.1 i FA)7Rir S®F, iT 1 Ai7-- 4.12 fr?,4 Address: 7C) 4AZOci/F,Z r?A' Ltd Date Called: 06 ,•-, 0 4 f TE 11.601/e (lc /Q /?ccr7 /O% S . Special Instructions: .ti Date Wanted:. 7_ /3 -'7 a.m. p.m: Requester: . Phone No: -14/7 (Q/O 668 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: pAl. riev�...y, S -. , j/ fri+,- rc4,6Cv,v0'yxiG Hr. wt.� No I � I C ?D.1 i FA)7Rir S®F, iT 1 Ai7-- 4.12 fr?,4 � , C , r ;co , d rZ 0 A . v p I V l .S ; / 46 i /evs It- fr /s:.2xi;. de .1.)f-15 -t T P6 - ILI ,°(-.D • - . • 06 ,•-, 0 4 f TE 11.601/e (lc /Q /?ccr7 /O% S . ?),; i 0 2 , U - C V - 0 / < - O ,. / 4rY- A n/D .'7.13 etc Al. 16 , ?. /jai/ irvv/ N (llAA e • 001) /y . - - -- „.. . •. nspec •r NSPECTION FEE REQUI paid at 6300 Southcenter Bb Date: ' 4 A ED. Prior to n xt inspection: fee must.be d.. Suite 100. all to schedule reinspection. •1- INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 r Pro'pt S 1 • i Type of In�pectrid ddD �s 1ver ?i< W Date Called: d -7/00 eta. Vtrbodeet Special Instructions: �1 % f f�� r l .6 y' -ro 1/'jt� • Date Wanted: U 7/i 3Ji a.m P.m. Request �ilcK Ier Phone No: aD( 6g 5/76/ v.) El Approved per applicable codes. 5D c4 Corrections required prior to approval. COMMENTS: + / Vtrbodeet — ilk' A. • -4o rf_A4 ace_ !It r1 VP va- S/ eMrwrlcL 0.1.4.0 , g 4-F..Cr 1 4 ffroacJ -i . - P2/1017,14 (CAS. OK- .'of- rcc, . Inspector: 95 IDate: 7 If 3'►Z. ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . - Ifte.mee6_ -1*0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D11-340 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Project: _ Type of Inspecti n: , S0- -S.Gam- (:A6 Address: / (0 0 \1/ Date Called y (Aick:4c Special Instructions: / A-- sus. (,•; Date Wanted ( S. - i 2 a.m. P.m. Requester: Phone (-0 (•61`44°51 -d t? f I�Approved per applicable codes. ElCorrections required prior to ap • • 1 COM ENTS: OK c,A-4,-Joloy r A-- sus. (,•; • II"7 D 1 // 0 1 6 d Jeff- i (-P n K___.- sou-rti _s--„.1.,:17/,,, . ----\ ('M-t' A 6 ;._S I 0 3 7,3 A n pector: Dater -(s-__( Z.� ri REINSPECTION F E I�EQUIFb Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., ite 100. Call to schedule reinspection. - - — _..,,�...,— -- ra INSPECTION RECORD Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 so, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 - 340 INSPEC TION NO. ProjeQt:L Type of Sction: c t I Address: —1 O 0 Ma d vUi Date Called: 1 Special Instructions: Date Wanted: (4 — (Z !tea fn.. p.m. Requester: 0^ S Li _. h0 6Al7 Phone No: Approved per applicable codes. Corrections required prior to approval. 13 COMMENTS: env 1 oVim- 0^ S Li _. h0 6Al7 - ,Sb l ki-eei e -o r re-e-)71),-11 A L IA* e.-4.1,-,. c" 1 ; ,1 61)vi -j 0 A r im. n REINSPECTION FEE REQU,1ftED. 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 le_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ` fr Afef- , (74.4 /re /I - 9A/� Type of Inspection: l.S N ,6 2�7L i44 ess: Date Called: PGiCJ ecia, Instructions: • ( f)365 41/( Date Wanted: . 6 - //- P Requester; Phone No: 166 - a8/ - X76 / tJApproveil per applicable codes. C9.MMENTS: /C1 C Corrections required prior to approval. l,I / &? / /A./5 Aid ; f; ,-,,7 Inspe t Date: REI SPECTION FEE REQUIRD. Prior to ext inspection, fee must be a a . at 6300 Southcenter Blv .• Suite 10 . Call to schedule reinspection. • ir INSPECTION RECORD Retain a copy with permit INSPECTION N0. lei t --243 PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -360 Permit Inspection Request Line (206) 431 -2451 Project A_ Type gf Ins pia i Address: �l� Date Called: Special Instructions: •" - • Date Wanted,* 7 / capn. Requester: Phone No: Approved per applicable codes. I Corrections required prior to approval. COMMENTS: Inspe •/% i Dat:z..5 REINSPECTION FEE RE ED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INS'ECTION NO. INSPECTION RECORD Retain a copy with permit Du-34.' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' yP (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L f fT/� Typ of In a "tion:, ` hxc9.p Gc,`* 4 -�1.1. Attgis :O 4A U „J `j� vve Date Called l Special Instructions: Date Wanted: . �'- 7.3,/2— p.m Requester: Phone 1416.-- (4° "S31 - `161 DApproved per applicable codes. Corrections required prior to approval. COMMENTS: Z—,0 /0(-4k .M ar 6A-Ul -0) oMcelt� Dat �3- t Y r7 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 permitJD 1 d —34° INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 la, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project C H l +' Type sp�ec� ioq:1 , Address: Date Called: _ 7 o Special Instructions: Date Wanted;,r / ,�-azm - ^"I S� I p.m. Requester: Phone N� C - 23 I _ /143 ElApproved per applicable codes. ElCorrections required prior to approval. ... COMMENTS: AltjcsjA. Tiv--;-1pA i s - ( & - 3 t,--3 Inspecto . Date: ` (.5" _ ( ; n REINSPECTION FEE REQUIRE I Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -44 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0/, -340 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: v ii S 6 C..DAF'er CA ce i'v Type spec ion:. Add_ r410 * Ov /Date V Called: m k---, CA Special Instructions: g f tI,D v Date Wanted: .rte a.m. Requester: Phone No: • DApproved per applicable codes. aCorrections required prior to airo al. p./ COMMENTS::: ~' cog 4..-z r S 6 C..DAF'er CA ce i'v - 10, n . h -7-13 4-- m k---, CA t)} - (_ CFO I -A ) . g f tI,D v --..AL, (mac 'h4 REINSPECTION FEE R CURED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 17.11 3LJO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: k IN.) C. Coch.mi i c( Pfil tsi Type of Inspection: N.)6, 1,071 k 1 il. 1. S 1. Address: 7706 ilk) cV F t e IC. D to Called: Special Instructions: Date Wanted:. y — + 3 - 12. cam. p.m. Requester: o_3' ii-veA.,- - Phone No: 42S - 2 3 I - 1 - 4 9 " IDApproved per applicable codes. aCorrections required prior to approval. COMMENTS: S-e-Af" i° 1Loko LOC 04 o_3' ii-veA.,- - ek iit 4 1 ,.e ?c7- , -774‘5 , ok_ ) ek & s (4 \. e w 1„cr � i t 1! 1 Inspectir: Date / 3 r ' a n REINSPECTION FEE REQUIRED. Pfr 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 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION' , C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 It . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 DO -340 Project: icc d K. --10 ..,,‘s J M --- text": (Am-6 Type oi<Inspection:\ 6 Address: IA" Date Called: A L" —e B J .131-‘/J r Special Instructions: �.,Ae S � � OTC c_J ee- I• Date Wante_ �( — ) J a.m. p.m. Requester: Phone No: Approved per applicable codes. OCorrections required prior to approval. COMMENTS: d K. --10 ..,,‘s J M --- text": (Am-6 `tom 'rit3 - i H t O 4 excee A L" —e B J .131-‘/J r Pei, (ZJ3 s vK- 6-14.0cA Eisc cT (-- 6 ( C� e SNd c1 rrg — >`1) . 6r ng 13A X •p frkS 3 L.:, G. 1 J 1 . - 6 - 6 AJc -& D e ms - ; L._ A o '1t f dlleJ -sa ox---. ,D (A.n1. a �,- G-od v' i,e1 vet ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permi CITY OF TUKWILA BUILDING DIVISION C "t-k 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L A- j � Typ f Inspection: heafr(A11 S - Q<L) c //1 !DS 4 l A-CS 0 Ai Pal 2.. xi / 14 Ito -7 /04.14 l e`' S' ft. ov -C_c /6 4, d/C (-t1Vtz { �. -( Ati,3. 6,/. ID CY_ v� Address: 7p0 AAA!) oJ V./ Date Called: or c) Jej I , Z. / tv 1 I o v A p� — °iSI`" Special Instructions: Nil J� 1 illet Date Wanted 4 -�'1 14 ^ 1 { a.m. p.m. Requester: �/ Phone No: • Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS wee .° No j L el .1 ‘j heafr(A11 S - Q<L) c //1 !DS 4 l A-CS 0 Ai Pal 2.. xi / 14 Ito -7 /04.14 l e`' S' ft. ov -C_c /6 4, d/C (-t1Vtz { �. -( Ati,3. 6,/. ID CY_ 4 ( 4.,,,D ioser- _ rC , ' ,_1 ) .S -- I "_ ed " if Or. C/Ii'a/ -64- or c) Jej I , Z. / tv 1 I o v 101 dais, ii f /tj ilgti Ill' tic X1 ,4 4 f- r D EF1 1. a !1 Inspector: Date4 _4_ , REINSPECTION FEE REQUIRED. Prior tk 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. C CITY O-F'•TUKWILA BUILDING DIVISION 6300•Southcenter. Blvd., #100, Tukwila. WA 98188 te. (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 ID( (-340 • Project: K. f7_ 1 ( �' AILS k `S t (4r5 J ,k Len G Type Inspection: )k & C. r 0 ' �rl LW .6 i � (279 , Addre : 'Ot‘Acil) Date Called: i """) t! er it) r-- IZE-4-4/ fi - bfel-Trif-Afp4 i.)_. r._._ /w/.. B41-e_ pGiTh S� Special Instructions: 7 Date Wanted: �— _ 11 i - p.m. Requester: Phone ' E( l t' j G 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: : . AILS k `S t (4r5 J ,k Len G ,(57-0E46_ .t rem f6r p( r 0 ' �rl LW .6 i � (279 , . k k fry A - f (C • I-e26 'Ot‘Acil) S iCci 1, 6 f(---7-'40\1. 7 ista Ad i """) t! er it) r-- IZE-4-4/ fi - bfel-Trif-Afp4 i.)_. r._._ /w/.. B41-e_ pGiTh S� . c fC .Z. ; O 4 G C ,-ret. . • : tbr/( -t t,DA,bw t- � O 0 / • / 15 i i r.�o Ls 11 Ay-646 D i P "" -i �S �t /re-e_: 10411,W . lInsp ctor: . 1 Date:3 _ r i . REINSPECTION FEE REQUIRED. prior to next inspection. fee must be 0 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �,r,_..,.,a.._ i' INSPECTION RECORD Retain a copy with permit SP CTION NO. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 0/1 -4d Project 1s)J1/ k; Type of Inspection: Pre- 6A1 Address: A Date Called: Special Instructions: . • Q Date Wanted:. - 9 Requester: P one�i No- Approved per applicable codes. El Corrections required prior to approval. 9 COMMENTS: Date: / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER 7.31 . • _._ 1• . . INSPECTION RECORD Retain a copy with permit 1D'/ —.3ye PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 './ 206- 575 -4407 Project: { /4-0V i �] . Type of Inspection: , 7, % "�_ �r A� t4 L, Address: - Suite #: J ,V\ l -e_ c I 0 A- L - C. (G- Contact Person: GJ r t1 -571. Alt! Special Instructions: ; / C, y Phone No.: X0:6 -s ?L /_ 1/57 - 151,Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: • Sprinklers: . Fire Alarm: }.' Hood & Duct: ,V\ l -e_ c I 0 A- L - C. (G- Monitor: IN IA (3 Pre -Fire: iv Permits: -\6 ,1 re eft r r 1U (At' e e L-1 ii -, T Occupancy Type: 1 't'c -*,�-S \ . Needs Shift Inspection: Sprinklers: . Fire Alarm: }.' Hood & Duct: Monitor: IN IA (3 Pre -Fire: iv Permits: 0 Occupancy Type: , B Inspector: A ¶ c ; Date: 7/,3 y// ? Hrs.: 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: 1 Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 -1 INSPECTION NUMBER INSPECTION RECORD Retain acopy with permit ik PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: KIN Co -#G05/ ¢/ �i(1'►f' a -FA -V% kJ L - of C :1I GV- MN - / h. c, „)4L ) Type of Inspection: 5.1) il EA__ -f , p L Addres4: Suite #: Hood & Duct: N Contact Person: Special Instructions: 0 Phone No.: / /) - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -FA -V% kJ L - of C :1I GV- MN - / h. c, „)4L ) 5P -- ,wVA(• O((.. £Orr2c7,o%J tUoi(.._ � 5 /L c, ivA c - 0K C vi v -r cf i cm) 11)A; C C Hood & Duct: N SC.t%tl e■)u4 41 i- vC)it)a) c ,- //t/AG (--./4) C4.4t�\,. )j Pre -Fire: 0 Permits:; /) - Needs Shift Inspection: Y Sprinklers: V Fire Alarm: tr' Hood & Duct: N Monitor: C4.4t�\,. )j Pre -Fire: 0 Permits:; /) - Occupancy Type: A Inspector:42 Date: 7//,6/d- Hrs.: / ti $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Calf to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • • I -. • •• • 5.. ' A. • .. •s --Z•1•17.112"•••-91. iEgmrts ']-ir . . @S: ' -' -•••• .. .. ..9M �- --' .. :. .;ro_ ... INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ac).- S - ok0 b// -via PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: g!, 1 cc, 1---k4t-g; rvc5 Type of Inspection: S V° -C MA L i -,(rc 9S Address: -700 Suite #: a Q l) Contact Per on: SoH 1, A-1D t P A /f - u. , (B op»e , a..- Eo1. -- 5-vr r'Jf'c w, /A! 6,- .e.,u-t- ,14-4- rlAdnvfi —e.. Special Instructions: o4 5-6)c4■ NE P-evA b r $) J d 410 hc6r5 cvvf y. Phone No.. a06-0-5--- 45- . I I Approved per applicable codes. rrections required prior to approval. COMMENTS: L )F/L' #b � f // art) L 1A-' Ibc i'Q-S' e- L A.:7 C ov-e f•i -c. ID 0010 i ■ f oft ti , , .� w -e- PM h ch+,( %, o f-tr 'e, ∎ ■` lvAL w A-M COu 4.1. Al 4.. re rneCI'd ‹./ •A) ne--e. -e-r" • Pre -Fire: Se .is . . 1, A-1D t P A /f - u. , (B op»e , a..- Eo1. -- 5-vr r'Jf'c w, /A! 6,- .e.,u-t- ,14-4- rlAdnvfi —e.. o4 5-6)c4■ NE P-evA b r $) J d 410 hc6r5 cvvf y. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: cet., sra— Date: 7/11(/ 2.- Hrs.: -I k., f" ` $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: I State: a Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 . • • Z INSPECTION NUMBER - _s-aws w:+.'- 77. �•.Y� .- v= p•�..i�: i:...Si.� :.<"�.`a � Ka.. ...,_: may.,.- 4�m- <Ee�d.s INSPECTION RECORD Retain a copy with permit ai -31/o /2 -5 -.0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Kii4- Ca: .4,.47 iri us.•„g Sprinklers: Type of Inspection: w , C i.e. Address: . 7c" 03$ Suite #: �,f :).4 Hood &Duct: ,,,r °'•rCont4etlPersonfr All ,'^. , Special Instructions: !)' -- • ; 1 ,-' Phpg NO.: ' 3 - l3 Approved per applicabJetcddes. C9rtections required prior to approval. - 1 . • COMMENTS: % Sprinklers: 0,e. --v Cvvex.• , gi v/7.- Fire Alarm: Hood &Duct: ilea 015 i e) 5.4 /, ',h.) d-P/C / a 'w.*r- /c. 5fi," , Pre -Fire: M',4G Stis4 0,4 4-'1.- vK Permits: Occupancy Type: `._/ - - 1+ Needs Shift Inspection,/ Sprinklers: Date: gi v/7.- Fire Alarm: Hood &Duct: / Monitor: Pre -Fire: 14, Permits: Occupancy Type: Inspector: fm 5-3 Date: gi v/7.- Hrs.: Val $100.00 REINSPECTIO.N FEE REQUIRED. You will receive an invoice from the City of Tu n 1a Finance Derarrtment. Call to schedule a reinspection. Billing Address Attn: Co : pany Name: Address: ti City: State: Zip: Word /Inspection Record Form.Doc • • 6/11/10 T.F.D. Form F.P. 113 _ .-T.-Irr -- ..- ... -.. • rm. , . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /J /1- 390 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. 206 -575 -4407 Project: r,•e. 9 Co,../Pay Ham., s 'Addre'ss: 70o /IA). .Suite -k_ Special Instructions: Type of Inspection: Contact Person: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: cn?S. Sprinklers: Date: f Hydra ?c T �� Hood & Duct: / Monitor: - S7' r T• aic- / 3c-,r-, Efw,./ T, ; o4._ / SS a ps y ZP/imsr ,,,0.5 r .z I v Occupancy Type: "wt. : 1.44- Pie ....4 f..- 3..7/, ?Add Cd+ -464. Yo N1/4c. zo3.•l , t.w,t A ie_ Ile ao .." 44. ...s0 40 1 F Ai& # F. :z it. 4-.. B , Aaoi- Y 4,41r 44, S .ifs.Ac ( is JAL 1 a.C,. o ... e.g.. ..r ..5,0. ,...-h k �. Needs Shift Inspection: cn?S. Sprinklers: Date: Fire Alarm: �� Hood & Duct: / Monitor: - �. Pre -Fire: Permits: Occupancy Type: Inspector: cn?S. ' Date: 5-12. Az Hrs.: 2. 1 $100.00 REINSPECTIOiN 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: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 • REC- 1Kraza1 & ASSOCIATES, INC. JUL 192ilii GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING g MNIUNITY CONSTRUCTION TESTING & INSPECTION EI LOPMENT July 17, 2012 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter 700 Building Renovations 700 Andover Park West Tukwila, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchor • Structural Steel • Reinforced Concrete • To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & SSO P 1 illiam B Throne Project Manager Puyallup Division CC: King County Housing Authority With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Kie aLJan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6/11/2012 PROJECT #: 066 -12033 PROJECT: Building 700 LOCATION: 700 Andover Parkway West KRAZAN P.M.: WBT t 1 RECEIVED FIELD 'JUL 0 9 2012 REPORT NO.: 12033DFRO61112RdOMMUNIw DEVELOPMENT CONTRACTOR: CDK General Contractors PERMIT #: INSPECTOR: Randy Hansen JURISDICTION: City of Tukwila WEATHER: Partly Cloudy TEMP: 7 2 ° Floor Moisture Testing On site as requested by the client to take readings on RapidRH In -Situ Moisture Meter Sensors. Upon arrival at the project site, met with the general contractor and the client. Then was shown the locations of the Sensors that were installed in the existing slab. Took readings on (2) sensors that had been previously installed at an approximate depth of 1 5/8" into existing slab. The sensors appear to have been installed per ASTM F 2170 The test readings were taken at the following locations: 1. West side of Building /South of Lobby at carpeted area - 62 °/93% 2. West Cafe Area - 67 °/87% Reviewed By: ;/ ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: 8444 geutae •a Offices Serving the Western United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the clio,I and Krezan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site Page 1 of 1 QKrazan&Associates, Inc. Geotechnical Engineering • Environmental Engineia 0 9 2012I Construction Testing and Inspection RECEIVED FIELD REPORT NO.: 12033DFR061412 -MMI 11 DATE: 6/14/2012 PROJECT #: 066 -12033 PROJECT: 700 Building Renovations LOCATION: 700 Andover Park West KA P.M.: Bill Throne COpriiUMTY DEVELOPMERFONTRACTOR: CDK PERMIT #: D11 -340 INSPECTOR: Martin Mundy JURISDICTION: Tukwila WEATHER: Overcast TEMP: 50 ° On site for proprietary anchor inspection. Contractor placed four (4)'/4" all- thread bolts, two each, into the two front corners of the rooftop sign stand. The holes were drilled to required depth of seven inches and brushed and blown clean. Hilti RE500SD epoxy, expiration date 12/12, was used. The epoxy procedure provided adequate coverage of the bolts. Reviewed By: To the best of my kno ledge, the above Superintendent/Representative: Daily Field Report ASTM Test #: Equipment/Asset Number(s): WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: i1/4k tAktbAki Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective 6/5/2012 Them( lion ptovtled on this moon , prepared for the exclusive use of the clime. This eput may not be reproduced in myformat without the vainest permissian ofth, dime and Krum d Ass:ista ibis report indicates our inspectors observation and testing results based ® site conditions N° ®Mawr =nines This ml neten n u sob*, m eview prior tp !cod wbm/t t 0y sipomp this report, our inspector doe not accept responsibility DM validity of results. The ®e intimation has beet provided by others on site Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -12033 Cyl. Code 1440 Pour Date 5/9/2012 Report No. CR050912DR Weather Sun / 72 -deg. Jurisdiction Tukwilla Project 700 BLD Location 700 Andover Park West Client - Permit No. BLD -11 -340 Engineer - RECEIVED Architect - RECEIVED Contractor CDK JUL 0 9 2012' MUIU:TY Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:20 M076 145691 5 5 65 70 Placement Area Location Seating wall and house keeping pad located on North side BLD. Remarks Placed by truck chute. Consolidated with hand finish tools and vibe whip Inspector Dan Riedner Ftli3MLCIMETI Data Design Actual Weights Weights Mix No. 0C4AF Cem.lbs. 470 468 F. Ash lbs. 94 78 C. agg. lbs. 1 1860 1846 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1220 1052 Water lbs. 30 29 Air Ent. (oz) 8 8 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 5/10/2012 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 5/16/2012 7 4.00 12.57 44780 3,560 1 DH 3 1440 -1 1440 -2 1440 -3 1440 -4 1440 -5 1440 -6 1440 -7 1440 -7 Remarks Results Reviewed By 6/6/2012 - 28 4.01 12.63 - 53515 4,240 1 DH 2 6/6/2012 - 28 4.01 12.63 - 54380 4,310 1 DH 2 6/6/2012 28 4.01 12.63 52110 4,130 1 DH 2 H - 1 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% V Date Reviewed 4%—/a. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 3 Effective Pate 5/12104 The information provided on the report s prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. valt.001eD, \ WELDING 'a I(i3.Z3fl& Ass lates§lai'c. REPORT NO.: 11890 GEOTECHNICAL ENGINEERING • ENVIRONMENTq'� NGINEERIN �, %L\O VCONSTRUCTION TESTING AND INSPECTION J ��V W \ DATE: 5 �3 -./2-- CONTRACTOR: D ! (41, j /— PROJECT #: C?-9. jr •�Ort� J?C 3 PERMIT NO. / PROJECT: 706 15U /Z PL.1/G �F.7Y�,y`T/Q1i,/ INSPECTOR. �.A TA/i¢/yj �i/Y LOCATION. 700 i9AV Zc?U/Q ,PAPk G JURISDICTION: -%(./ Li)/ Z. 1 KRAZAN PROJECT MANAGER WEATHER: C x(04/ TEMP: 5 FIELD item(s) inspected: ❑ SHOP WELDING D M.T. ❑ P.T. V.T. PA-Ai COdll sition: "...Er-Process: Weld Type: Weld Size ,0' Codes: FLAT 3/16" VERITCAL FCAW C.P. AISC • 4 and y7seesP y HORIZONTAL OVERHEAD A Filler Metal: 5 7 GMAW SAW ❑ Other: P.P. PLUG ❑ Other: 5/16" 3/8" ❑ Other TITLE 21 TITLE 24 UBC ASME L6t; /t (7-- To the best of . my knowledge, the above WAS NOT performed in accordance with the approved plan sy„ specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision 1 Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. _w_ INLl•LIV1LU PROCTOR TEST REPORT JUN 13 20121 COMMUNITY 137.5 135 ,- 132.5 U a c a) -a Z' 130 127.5 125 T ZAV for Sp.G. = 2.65 • \ • 3 45 6 75 9 10.5 12 Water content, % Test specification: AASHTO T 180 -09 Method D Modified AASHTO T 224 -01 Oversize Correction Applied to Final Results Elev/ Depth Classification Nat. Sp.G. S G. LL PI % > 3/4 in. % < No.200 USCS AASHTO Moist. GP A -1 -a 4.5% 2.65 NV 14.9 4.4 ROCK CORRECTED TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 138 pcf Optimum moisture = 8 % 1 1/4" Minus C.S.B.C. 9- 03.9(3). Sampled by R.Wozniak from Miles Plant #211. Project No. 066 -12013 Client: CH2M Hill Constructors, Inc. Project: M Street SE Grade Separation o Source of Sample: Import Sample Number: 12L235 Remarks: Sample ID: 12L235. Sample Date: 5/23/2012. Figure irks-Ain Krazan Tested By: M.Thomas ��. VC Checked By: D.Hollindsh A PERCENT FINER 100 90 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report (h N o • n � M 0 0 0 0 CD 0_ it Tt it 1' 1■ 11 \ ' \ I 1- I - - - - C.S.B.C. 9- 03.9(3) f- t N N. N r- • I • 100 1 GRAIN SIZE - mm. 01 0.01 0.001 % +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt 0.0 14.9 51.5 11.0 10.2 8.0 4.4 Clay SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X =NO) 1.25 100.0 100.0 - 100.0 1 95.0 80.0 - 100.0 .75 85.1 .625 78.1 50.0 - 80.0 .5 67.2 .375 52.6 #4 33.6 25.0 - 45.0 #8 24.6 #10 22.6 #16 17.7 #20 15.3 #40 12.4 3.0 - 18.0 #60 10.8 #80 6.7 #100 6.1 #200 4.4 0.0 - 7.5 C.S.B.C. 9- 03.9(3) Source of Sample: Import Sample Number: 12L235 Material Description 1 1/4" Minus C.S.B.C. 9- 03.9(3). Sampled by R.Wozniak from Miles Plant #211. Source: Miles Fennel Plant #B -345. Atterberg Limits PL= NP LL= NV Pl= Coefficients D90= 21.7545 D85= 18.9741 D50= 8.9741 D30= 3.6774 D10= 0.2342 Cu= 47.30 Classification USCS= GP AASHTO= A -1 -a Remarks Moisture Content (AASHTO T265): 4.5 %. Fracture Face (AASHTO TP61): 97.1% (75% = min. ). Sand Equivalent (AASHTO T176): 74 (40 = min.). D60= 11.0774 D15= 0.8126 Cc= 5.21 Date: 5/23/2012 emAgm Ilan Client: CH2M Hill Constructors, Inc. Project: M Street SE Grade Separation Project No: 066 -12013 Figure Tested By: M.Thomas Checked By: D.Hollingshe vL �=y RECEIVED WELDING INSPECTION i azan & ASSOCI E , 4N.ii12 REPORT NO.: 12033SS051412DS GEOTECHNICAL ENGINEERING • ENVIRONMENTAL RET LigEIt�IG CONSTRUCTION TESTING AND INSPEb•- • REITV NT DATE: 5 -14 -12 CONTRACTOR: CDK PROJECT #:06612033 PERMIT #011 -340 PROJECT:700 BLDG Renovations INSPECTOR:D Schwindt LOCATION:700 Andover Park West JURISDICTION:City of Tukwila KRAZAN P.M.:Bill Throne WEATHER:Clear TEMP: 59° N STRUCTURAL STEEL N FIELD ❑ SHOP WELDING ® VISUAL ❑ MATERIAL ID Item(s) Inspected: On site at contractors request to perform special inspection of structural steel per AWS D1.1, AISC, IBC and engineer approved plans. Performed visual weld inspection of angle clip to HSS column per detail 30/S5.4. Welds are visually acceptable per AWS D1.1 table 6.1. (NOTE**) At upper elevation angle clip was welded 2 sides in lieu of 3 do to angle extending beyond HSS, minimum length of 8" on vertical weld. Location - gridline A between 4.5 and 7. Conforms pending engineer approval. Performed visual weld inspection of HSS column to embed connection at main entry canopy per detail 24/S3.1. Welds are visually acceptable per AWS D1.1 table 6.1. (NOTE * *) Detail calls for 1/4" fillet all around, columns are bearing at edge of embed, welder has applied 2 butt welds and 2 fillet welds at each HSS column, per E -mail from Mike Armstrong date 5 -9 -12 this condition is acceptable. Performed visual weld inspection of shear plate connection per detail 30/S5.4. Welds are visually acceptable per AWS D1.1 table 6.1. Location - gridline A between 4.5 - 7. Location: ❑ Welder qualification / certification verified for: Position ❑ FLAT N VERTICAL N HORIZONTAL N OVERHEAD Process: N SMAW N FCAW ❑ GMAW ❑ SAW Weld Type: N FILLET ❑ C.P. ❑ P.P. ❑ PLUG Weld Size: ❑ 3/16" N 1/4" N 5/16" ❑ 3/8" Codes: N AWS ❑ AISC ❑ IBC ❑ ASME ❑ NOTES ❑ DISCREPANCIES ❑ N Filler Metal: E7018 / E71T -1C O Other: Z Other: Butt ❑ Other: ❑ Other: COMPLETE [Insert Notes Here] Reviewed By: \ ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 05104 Welding Inspection Report Technician: Offices Serving the Western United States Revision 6 Effective Date: 8/25/2011 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 The information provided on this report is premed for the exclusive use of the client. This repon may not be reproduced in any format without the wrinen permission of the diem and Krarao & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final subminal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has bons provided by others on site Page 1 of 1 RECEIVED .1<ire WELDING INSPECTION azan 8 AssocUs21i ?0121 REPORT NO.: 12033SS051712DS V46AAA11,a4i i v GEOTECHNICAL ENGINEERING • ENVIRONMENTA _ CONSTRUCTION TESTING AND INSPECTION DATE: 5 -17 -12 PROJECT #:06612033 PROJECT:700 BLDG Renovations LOCATION:700 Andover Park West KRAZAN P.M.:Bill Throne CONTRACTOR:CDK PERMIT #:D11 -340 INSPECTOR:D Schwindt JURISDICTION:City of Tukwila WEATHER:Clear TEMP: 64° ® STRUCTURAL STEEL ® FIELD ❑ SHOP WELDING ® VISUAL Item(s) Inspected: ❑ MATERIAL ID On site at contractors request to perform special inspection of structural steel per AWS D1.1, AISC, IBC and engineer approved plans. Performed visual weld inspection of metal roof decking at main entry canopy per detail 12/S5.1. Verified puddle welding and button punching was performed per plans. Welds and workmanship appear to conform. Location: ❑ Welder qualification / certification verified for: Position ® FLAT ❑ VERTICAL ❑ HORIZONTAL ® OVERHEAD Process: ® SMAW ❑ FCAW ❑ GMAW ❑ SAW Weld Type: ❑ FILLET ❑ C.P. Weld Size: ❑ 3/16" ❑ 1/4" Codes: ® AWS ❑ AISC ❑ P.P. ❑ 5/16" ❑ IBC ❑ PLUG ❑ 3/8" ❑ ASME ® Filler Metal: E6022 ❑ Other: Other: Puddle welds • Other: 1/2" ❑ Other: ❑ NOTES ❑ DISCREPANCIES ❑ % COMPLETE [Insert Notes Here] Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 05104 Welding inspection Report Technician: Do, )44,4 Offices Serving the Western United States Revision 6 Effective Date: 8/25/2011 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 The information provided on this report is prepared for the occlusive use of the client. This report may not be reproduced in any format without the wrineo permission of the diem and Kramo & Associates. This report indicates our inspectors observation acid testing results based on site conditiens and contractor activities. This information is subject to review prior to final subminat. By signing this repon, our inspector does not accept responsibility for validity of results. The same information has bem provided by others on site. Page 1 of 1 Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -12033 Cyl. Code 1440 Weather Sun / 72 -deg. Jurisdiction Tukwilla Project 700 BLD RECEIVED Location 700 Andover Park West MAY 2920121 CYLINDEnREPIIRT T Client - Pour Date 5/9/2012 Report No. CR050912DR Permit No. BLD -11 -340 Engineer - Architect - Contractor CDK Field Data Concrete X Supplier Miles Time Truck# 2:20 M076 Other Ticket # 145691 Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5 5 65 70 Placement Area Location Seating wall and house keeping pad located on North side BLD. Remarks Placed by truck chute. Consolidated with hand finish tools and vibe whip Inspector Dan Riedner Reported Batch Data Design Weights Mix No. 0C4AF Cent lbs. 470 F. Ash lbs. 94 C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) - Water Added on Job (gals.) 1220 30 8 Actual Weights 468 78 1846 1052 29 8 5 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 1440 -1 5/16/2012 1440 -2 6/6/2012 1440 -3 6/6/2012 1440 -4 6/6/2012 1440 -5 1440 -6 1440 -7 1440 -7 Remarks Results Reviewed By Field Cure Age 7 - 28 28 28 H Design Strength 3,000 @ 28 days Dim. Area C.F. 4.00 12.57 Codes for Break Types: 1: Cone 2: Cone & Split Date Specimens Rec'd. 5/10/2012 Max. Comp. Tested Break Load Str. (psi) Set # By Type 3,560 1 DH 3 - 44780 1 1 1 1 Date Reviewed r.5.-- l6,-1 Z 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5112/04 The information provided on this report is prepared for to exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Karen & Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 5: Columnar (Split) DATE: 4/17/2012 IVED Sic 9 20121 COMM NI17Y 1)cce(t)pitictit Fatgiuci rs With offices in the Western ('S ,•or,r,;.ar ,, „�.xy. ;�,ts.__ „rr Number: 12033CR041712DR Concrete Report PROJECT # : 066 -12033 PROJECT : 700 Building Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : Bill Throne CONTRACTOR: CDK PERMIT # : B -11 -340 INSPECTOR : Dan Riedner JURISDICTION : City of Tukwila WEATHER: Clouds Field Data Concrete: Supplier: X Miles Time Truck # Ticket # Other Plant No. Slump Inch % Air 201 Site Mix: Mix Air Unit Temp F Temp F Weight I 8:00 1 M065 1 262805 1 5 5 1 60 1 50 1 Placement Area Location Remarks SIDEWALK EXTENSION GRIDLINE "A” SLAB IN -FILLS PLACED BY TRUCK CHUTE CONSOLIDATED WITH MECH VIBE WHIP Please Refer To Field Repot Number : 12033DFR041712DR Inspector : D. RIEDNER TEMP: 50 Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. ( Oz t cwt. ) 1/2 Actual 04C4AF 470 94 1650 1220 1214 30.4 27.3 8.5 8.5 Water Added On Job Site (Gals.) 0 C143 C1064 C31 Field Test ASTM Method C138 C173 OTHER Laboratory Data Design Strength 4000 At 28 Days Date Specimans Recd 4/18/2012 CyI. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1353 -1 4/24/12 - 7 4.01 12.63 - 35355 2800 1 DH 2 ASTM C109 1353 -2 5/15/12 - 28 4.01 12.63 - 50140 3970 1 DH 2 ASTM C617 1353 -3 5/15/12 - 28 4.01 12.63 - 51510 4080 1 DH 2 ASTM C1231 X 1353 -4 5/15/12 - 28 4.01 12.63 - 53225 4210 1 DH 3 ASTM C1019 1353 -5 - H - 1 AASHTO -T22 Test Results Remarks: 1 ,-ye.✓, e_ et 2- ', S ,,� #dtO +` +: X Conforming Results Reviewed By: 1 Cone r�fW 2. Cone Split /���P 3. Cone Shear ' Date: 4 Shear 4.1"---/.2 / 5. Columner Split Non - Conform Code For Break Types: Offices Serving The Western United States Concrete Report Rev. 4 Eff. 10-21-08 The information provided on this report 4 prepeired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the clan and Krazen & Associates SEW RECEIVED MEL as 20121 stir Et tit Engl.'wt.'ta With offices in the Western IN COMMUNITY cm-pm-cap Alice 359.3.0 2200 DE VgLOPi'BENT DATE: 4/23/2012 PROJECT # : 066 -12033 PROJECT : 700 Building Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : BILL THORNE Concrete Report Number: 12033CR042312DR CONTRACTOR: CDK PERMIT # : 011 -340 INSPECTOR : D.Reidner JURISDICTION : City of Tukwila WEATHER: Sun Field Data Concrete: Supplier: X Miles Time Truck # Ticket # Other Plant No. Slump Inch % Air 201 Mix Temp F Site Mix: Air Unit Temp F Weight 12:15 1 M086 1 263047 1 5 1 70 1 72 1 - Placement Area Location Remarks Wall in -fills gridline: 8 /C.5 -D. Footing North of gridline 8 Placed by truck chute. Consolidated with hand finishing tools & Vibe whip. Please Refer To Field Repot Number : 12033DFR042312DR Inspector : D.Reidner TEMP: 72 Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Ozl cwt. ) Water Added On Job Site (Gals.) 1/2 El Actual 07500GS 500 523 125 123 1650 1453 1510 1495 31 38 37 31 312 0 C143 C1064 C31 Field Test ASTM Method C138 C173 OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimans Recd 4/24/2012 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1367 -1 4/30/12 - 7 4.01 12.63 - 54065 4280 1 DH 1 ASTM C109 1367 -2 5/21/12 - 28 4.01 12.63 - 74125 5870 1 DH 3 ASTM C617 1367 -3 5/21/12 - 28 4.01 12.63 - 71850 5690 1 DH 2 ASTM C1231 X 1367 -4 5/21/12 - 28 4.01 12.63 - 72815 5770 1 DH 2 ASTM C1019 1367 -5 - H - 1 AASHTO -T22 Test Results Remarks: 1 X Conforming Results Reviewed By: Date: = Z,...-3 Non - Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear N 4 Shear / 5. Columnar Split I I I jYnJ�` Offices Serving The Western United States Concrete Report Rev. 4 Eff. 10.21 -0e The irdormetion provided on this report is prepeired for the exclusive use of the client. and moy not be reproduced in eny format without the written permission of the lien end Krezen & Associates LA ttl•r - y sll JR DATE: 3/29/2012 PROJECT # : 066 -12033 PROJECT : 700 Building Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : BILL THORNE Site IDevelttpittettt tet ittecrx With offices in the Western US Concrete Report Corporate office 559.348.2200 Number: 12033CR032912 -CJ CONTRACTOR: CDK PERMIT # : 011 -340 INSPECTOR : Chris Johnson JURISDICTION : City of Tukwila WEATHER: Indoors Field Data Concrete: Supplier. X Miles Time 10:00 Other Plant No. Slump Truck # Ticket # % Air Inch Temp F Temp F • ,/ 1 M135 1 262208 1 - 1 7 1 60 1 43 CCTY ' Y 201 Mix Site Mix: Air Unit MAY 15Z01'2 Placement Area Location Remarks PERMIT CE CONCRETE WALL IN -FILL ALONG GRID LINE E/6.2 -7.8 (SAMPLED NEAR GRID LINE 6.4). ONE SET OF FIVE 4X8 SPECIMENS CAST. Please Refer To Field Repot Number : 12033DFR032912 -CJ Inspector: C. JOHNSON RECEIVED MAY 16 20121 TEMP: L6.0.4111MUNITy DEVELOPMENT Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs �. Agg. Lbs Sand IDs Water Admixture Admixture Admixture Alr Ent. (Oz /cwt.) Water Added On Job Site (Gals.) 1- 1/2 IE Actual 7500G5F 7500G5F 500 495 125 123 1650 1645 1510 1505 262 231 38 38 31 31 C143 C1064 C31 Field Test ASTM Method X X X C138 C173 OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimans Recd 3/30/2012 CyI. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1290 -1 4/5/12 - 7 4.01 12.63 - 58975 4670 1 DH 2 ASTM C109 1290 -2 4/26/12 - 28 4.01 12.63 - 62595 4960 1 DH 2 ASTM C617 1290 -3 4/26/12 - 28 4.01 12.63 - 61635 4880 1 DH 2 ASTM C1231 X 1290 -4 4/26/12 - 28 4.01 12.63 - 62265 4930 1 DH 2 ASTM C1019 1290 -5 - H - 1 AASHTO -T22 Test Results Remarks: I X Conforming Results Reviewed By: bate: cZ--?‘',_2 Non - Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear X 4 Shear / s. Columnar SplitY�`t"ty Offices Serving The Western United States Concrete Report Rev. 4 Eff. 10.21 -08 The information presided on this report a prepeired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the cllen and Krazan 2. Associates DATE: 4/23/2012 PROJECT # : 066 -12033 PROJECT : 700 Building Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : BILL THORNE Silks Development ttt 1'aigntiers With o //ices in the Western 17.5 C.rrv:rclie 0Jtim.559.34ri.__(m Number: Concrete Report CONTRACTOR: CDK PERMIT # : D11 -340 INSPECTOR : D.Reidner JURISDICTION : City of Tukwila WEATHER: Sun CR04231REC EIVED MAY 16 2012, COMMENT Field Data Concrete: Supplier. x Miles Time Truck # Ticket # Other Plant No. Slump Inch % Air 201 Mix Temp F Site Mix: Air Unit Temp F Weight 12:15 1 M086 1 263047 5 1 70 1 72 1 - Placement Area Location Remarks Wall in -fills gridline: 8 /C.5 -D. Footing North of gridline 8 Placed by truck chute. Consolidated with hand finishing tools & Vibe whip. Please Refer To Field Repot Number : 12033DFR042312DR Inspector: D.Reidner TEMP: 72 Reported Batch DATA Cement Type Design Mix No. Cent. Lbs. F. Ash lbs. C. Agg_ Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) Water Added On Job Site 1/2 Actual 07500GS 500 523 125 123 1650 1453 1510 1495 31 38 37 31 312 (Gals.) 0 C143 C1064 C31 Field Test ASTM Method C138 C173 OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimans Rec'd 4/24/2012 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1367 -1 4/30/12 - 7 4.01 12.63 - 54065 4280 1 DH 1 ASTM C109 1367 -2 5/21/12 - 28 - 1 ASTM C617 1367 -3 5/21/12 - 28 - 1 ASTM C1231 X 1367 -4 5/21/12 - 28 - 1 ASTM C1019 1367 -5 - H - 1 AASHTO -T22 Test Results Remarks: I Conforming Results Reviewed By: I r � e: Z �, Non -Confo ing Code For Break Types: 1 Cone 2. Con Split 3. Cone Shear X 4 Shear /// 5. Columner Split Offices Serving The Western United States Concrete Report Rev. 4 EH_ 10-21-08 The information provided on this report is prepaired for the exclusive use of the client, end may not be reproduced in any format without the written permission of the clien and Kreren 8 Associates DATE: 4/23/2012 PROJECT # : 066 -12033 antiter l) a klpiti iU Fi . i.tuis R_ r 'flees in the Western US MAY 16 2012 PROJECT : 700 Building Renovations COMMUNiry LOCATION : 760 Andover Park West DEVaQPMJfET PROJECT MANAGER : BILL THORNE Concrete Report Number: CR042312DR CONTRACTOR: CDK PERMIT # : D11 -340 INSPECTOR : D.Reidner JURISDICTION : City of Tukwila WEATHER: Sun Field Data Concrete: Supplier. X Miles Time Truck # Ticket # Other Plant No. Slump Inch % Air 201 Mix Temp F Site Mix: Air Unit Temp F Weight 12:15 1 M086 1 263047 5 1 70 1 72 1 - Placement Area Location Remarks Wall in -fills gridline: 8 /C.5 -D. Footing North of gridline 8 Placed by truck chute. Consolidated with hand finishing tools & Vibe whip. Please Refer To Field Repot Number : 12033DFR042312DR Inspector: D.Reidner TEMP: 72 Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) Water Added On Job Site (Gals.) 1/2 El Actual 07500GS 500 523 125 123 1650 1453 1510 1495 31 38 37 31 312 0 Field Test ASTM Method C143 C138 C1064 C173 C31 OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimans Recd 4/24/2012 Cy!. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1367 -1 4/30/12 - 7 4.01 12.63 - 54065 4280 1 DH 1 ASTM C109 1367 -2 5/21/12 - 28 - 1 ASTM C617 1367 -3 5/21/12 - 28 - 1 ASTM C1231 X 1367 -4 5/21/12 - 28 - 1 ASTM C1019 1367 -5 - H - 1 AASHTO -T22 Test Results Remarks: 1 Conforming Results Reviewed By: I ,_ _�e _ Ie: V ,.? �� Non -Confo ing Code For Break Types: 1 Cone 2. Con Split 3. Cone Shear "" 4 Shear / 5. Columner Split Offices Serving The Western United States Concrete Report Rev 4 Eff 10.21 -08 The information provided on this report is propeired for the exclusive use of the client. end may not be reproduced in any format without the written permission of the clan and Krazen b Associates Vba Ira Kr FIELD 11=1. MI IWO aLan & ASSOCIATES, INC. REPORT NO.: 11203DFR05912DR GEOTECHNICAL ENGINEERING u ENVIRONMENTAL EZrICE ;ti /ED CONSTRUCTION TESTING AND INSPECTION DATE: 5 -9 -12 PROJECT #:066 - 11203 PROJECT: 700 BLD LOCATION: 700 Andover Park West M w 16 2Q 2I CONTRACTOR: CDK PERMIT #: BLD -11340 INSPECTOR: Dan Riedner .UNITY Igg;,�d,;�OPT KRAZAN P.M.: B. T. JURISDICTION: Tukwilla WEATHER: sun TEMP: 7 0 ° Krazan was on site as requested to perform concrete inspection on concrete placed as seating bench /wall and house keeping slab located on North side building. Krazan observed contractor place mix design 04C4A by truck chute as seating wall and house keeping slab and consolidated with mech. vibe whip. Krazan cast five four by eight inch cylinders for lab testing, tested slump and temp. Refer to cylinder report # 11203CR05912DR. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: Offices Serving the Western United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 e Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 The information provided on this repon is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates ow inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final subminal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has heel provided by others on site. Page 1 of 1 CDK SERVICES \C. P.O. BOX 1767 Duvall, Washington 98019 Telephone: (425) 788 -8441 Facsimile: (425) 844 -2025 Nationwide: 1- 800 -770 -8441 700 Building Renovations 700 Andover Park West Tukwilla, WA 98188 RFI #: 129 Answer Company Matt Peterson KCHA 625 Andover Park West Tukwilla, WA 98188 Answered By Project # 11 -115 Tel: Fax: Subject: Framing Over Storefronts Stamped Detail Discipline: Cc: Powerco Question: Author Company CDK Construction Services, Inc 26231 NE 165th Street PO Box 1767 Duvall, WA 98019 Contact Name Notes Date Created: 5/1/12 Authored By: Rick Kessler CIN LA MAY .1, 2012 PERANiCENTER Date Required: 5/7/12 It has been decided to comply with the COT requirements where wood framing exists by replacing with metal framing, and covering with sheetrock. We will need a stamped detail from architectural show the details for this area. This detail is to present to COT during inspections, and inclusion into as- builts. Please provide detail which reflects standard practices for this type of assembly, e.g; 20ga framing members, 24" o.c., kicked to structure every 8' maximum. Answer: Date Answered: 5/11/12 Please see revised drwg with structural notations added. Matt Peterson, KCHA PLEASE NOTE: Cost and Schedule Impact is possible and has not been calculated yet. Prolog Manager Printed on: 7/13/2011 cdk Page 1 Etis4. T ;lt -ii (.oncre+e Val( f Exist, Rai �ssem�y Wool Frame Rat- 5414d -we, New tap pb+e /c nr,lnor +� - exist. fa,F Strati.. Bret( S +wls (209x.) V-0" O.C. W/ V' Cyp. 8p F ;,0l1(p0.Mnt) NEW 6" STEEL DIAGONAL BRACING MEMBERS (20ga.) @ 6' -0" O.C. PROVIDE 16ga. STEEL ANGLE CLIP AT CONCRETE WALL (3" HT. LEG & 6" HT.). AT CONNECTION TO STEEL STUD WALL PROVIDE (4) #10 SCREWS FOR CONNECTION. USE (4) #10 SCREWS © CLIP ANGLE CONNECTION AND (3) 0.14" DIA. DRIVE PINS TO AND ANCHOR CLIP ANGLE TO CONCRETE WALL. (FnrL oc MW sleet klive iatrK t5 Plot Exist. wcbi top pto►ta (2) 2015 above Om } v re AfeitA New Alan. & Gtdys Stvrc(rr/►- SySfeM TYP. WALL SECTION @ EAST & WEST EXTERIOR WALL STOREFRONT SYSTEM SCALE: 1/2" = 1' - 0" RIC ARCHITECTURE /J /(� MIL E (�) 700 Building Renovations 262 4th Street Bremerton. 3773 700 Andover Park West FAX 792-1 Tukwila, WA 98188 irtfo©irmar h.c m PROJECT # 2011021 ISSUED: 05'11/12 SHEET: TYP. STOREFRONT WALL SECTION SD 5 Rick Kessler From: Sent: To: Cc: Subject: Importance: Page 1 of 1 Matt Peterson [MattP @kcha.org] Friday, May 11, 2012 4:21 PM rkessler @cdkconstruction.com bills @cdkconstruction.com; John Batstone; Claude DaCorsi FW: KCHA 700 Building Renovations - Revised Wall Section Bracing Detail with Structural Notes High Rick - Apparently, RFM was not complete with their detail yesterday. I understand the original will be "wet stamped" and forwarded via USPS. Sorry for any confusion. -MP From: Debbie Page - - - - — — . - -- - Sent: Friday, May 11, 2012 2:14 PM To: Stacey Gordon; Rick Kessler ; Bill Satterthwaite Cc: Matt Peterson; John Batstone; Timothy Mahoney; Hope Zorrozua (HZorrozua @rfmarch.com); Greg Belding Subject: FW: KCHA 700 Building Renovations - Revised Wall Section Bracing Detail with Structural Notes Importance: High Rick, Here is a REVISED drawing with structural notations. From: Timothy Mahoney f mailto:TMahonev @rfmarch.coml Sent: Friday, May 11, 2012 1:52 PM To: Matt Peterson Cc: John Batstone; Debbie Page; Greg Belding; Hope Zorrozua Subject: KCHA 700 Building Renovations - Revised Wall Section Bracing Detail with Structural Notes Importance: High Matt, As I stated in my phone message to you earlier, attached is a revised copy of the typical wall section and bracing detail above the storefront system at the West and East Elevations. The additional structural notes have been added to the drawing. CDK may need to order additional material for the installation. A signed and sealed copy will follow to meet the COT's requirements. If you have any questions or concerns please let me know. Thank you. Timothy Mahoney Architect , CDT, LEED AP BD +C Rice Fergus Miller 1 275 Fifth Street, Suite 100 I Bremerton, WA 98337 All other office contact information will remain the same. Main: (360) 377 -8773 I Fax: (360) 792 -1385 I rfmarch.com Confldentialty Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential, proprietary and /or privileged information, as well as content subject to copyright and other intellectual property laws. If you are not the intended recipient, you may not disclose, use, copy or distribute this e-mail message or its attachments. If you believe you have received this e-mail message In error, please contact the sender by reply e-mail, immediately delete this email and destroy any copies. Click Here for Full Copyright Disclosure 5/15/2012 , - • Rick Kessler From: Mike Armstrong [MikeA @cplinc.com] Sent: Monday, May 14, 2012 1:53 PM To: rkessler @cdkconstruction.com Subject: RE: 700 concrete fastener Rick, Use (3) anchors per clip. Thanks, Mike Armstrong, P.E., S.E. LEED AP COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 413 Pine Street I Suite 300 1 Seattle WA 98101 P: 206.343.0460 1 F: 206.343.5691 www.cplinc.com Original Message From: Rick Kessler [mailto :rkessler @cdkconstruction.com] Sent: Monday, May 14, 2012 1:15 PM To: Mike Armstrong Subject: 700 concrete fastener Mike, These are the pins we would like to use. Ramset /Redhead 1/4 "X1 -1/2" hammerset. Part # HS -1414 aZan & ASSOCIATES, Il MuNtTy REPORT NO.: 12033DFR042312DR GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINE'? Z, RgegtVIED ma 07 2011 FIELD " CONSTRUCTION TESTING AND INSPECTION DATE: 4 -23 -12 PROJECT #: 066 -12033 PROJECT: 700 BLD LOCATION: 700 Andover Prk. West KRAZAN P.M.: B. T. CONTRACTOR: CDK PERMIT #: BLD -11 -340 INSPECTOR: Dan Riedner JURISDICTION: Tukwilla WEATHER: sun TEMP: 7 2 Krazan was on site as requested to perform concrete inspection on concrete placed as wall in fills on grid line # 8, C.5, D, and shelter footing North of grid line # 8. Krazan observed contractor had reinforcing steel in place prior to concrete placement as per plan concrete seat wall detail page C 1.4, and wall in- fill detail # 12 page S 3.1. Krazan observed contractor place mix design # 07500G5F by truck chute and consolidate with mech. vibe whip and hand finish tools. Krazan cast five four by eight inch cylinders for lab testing, tested slump, and temp. Refer to cylinder report # 12033CR042312DR. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: L 1501 Field Report Technician: Offices Serving the Westem United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 re. a r• :r 1Veraike Detrataptemi fogittomi With offices in the Western US Corporate office 5.59.348.2200 Number: 12033CR041712DR DATE: 4/17/2012 t uml I� Y PROJECT # : 066 -12033 comp,' PROJECT : 700 Budding Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : Bill Throne Concrete Report CONTRACTOR: CDK PERMIT # : B -11 -340 INSPECTOR : Dan Riedner JURISDICTION : City of Tukwila WEATHER: Clouds Field Data Concrete: Supplier: X Miles Time Truck # Ticket # Other Plant No. Slump Mix Inch Temp F % Air 201 Site Mix: Air Unit Temp F Weight 8:00 1 M065 1 262805 1 5 1 5 1 60 1 50 1 - Placement Area Location Remarks SIDEWALK EXTENSION GRIDLINE "A" SLAB IN -FILLS PLACED BY TRUCK CHUTE CONSOLIDATED WITH MECH VIBE WHIP Please Refer To Field Repot Number : 12033DFR041712DR Inspector: D. RIEDNER TEMP: 50 Reported Batch DATA Cement Type Design Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admbdure Admixture Air Ent. (Oz /cwt.) 1/2 Actual 04C4AF 470 94 1650 1220 1214 30.4 27.3 8.5 8.5 Water Added On Job Site (Gals.) 0 Laboratory Data Design Strength 4000 At 28 Days Date Specimans Recd 4/18/2012 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1353 -1 4/24/12 - 7 4.01 12.63 - 35355 2800 1 DH 2 ASTM C109 1353 -2 5/15/12 - 28 - 1 ASTM C617 1353 -3 5/15/12 - 28 - 1 ASTM C1231 X 1353 -4 5/15/12 - 28 - 1 ASTM C1019 1353 -5 - H - 1 AASHTO -T22 Test Results Remarks: 1 Conforming Results Reviewed By: ____„1�� I Date: S!_Z, , /A Non - Conforming Code For Break Types: 1 Cone 2. Cone Split A 3. Cone Shear Z N 4 Shear / 5. Columner Split Vii)k Offices Serving The Western United States Concrete Report Rev. 4 Err. 10.21-08 The Informetbn provided on this report b prepaired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the Bien and Kmzan 8 Associates & A Associ2egivtri. GEOTECHNICAL ENGINEERING • ENVIRONMENTRRGYEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: 6 6 I 2433, pp i PROJECT: r7 o 3.'Itdtt,t f I�iCki 0t �ccM r PERMIT #: LOCATION: �7 6 0 Vh.t(j oJ-e✓ e i 6T. 1-er INSPECTOR: KRAZAN PROJECT MANAGER: t 11 tJ4 MAY 07 2012 COMMUNtTY DEVEL0PMET-O NTRACTO R: JURISDICTION: l tdt �1 FIELD REPORT NO: 1 5 2 3 6 Di1 -340 WEATHER: L I ('(4th (,, ( 114 TEMP: 5"/ (11 Asiau2d y 4tooxi, tK 10 axis t4 colc , /-1 b-, Q h� 4 di . �; x 01- AkC�s�- v�r t bib cis- t g q Vtlss R- w e (64-re gh (o y 04 O fir L v.,-€4,1-- ,-eS i o 9 rCul ax S.Qa v4,5- El I 0, i (< 5-00 f' z axe. cA, t Equipment/Asset Number(s): To the best o n'ry knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/R- . esentative: Technj This reporf"Indicates our inspec t. observation and testing results based on the site condition and contractor's activities. This information is sub) t6 review prior to final submittal. $y signing this report. our inspector does not accept r :.nsibility for validity of the results. Some information on this report may have been provided by others on site. The infor Lion provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 RECEIVED ® aZan & ASSOCIATERAyNCi! / 2O12 FIELD REPORT NO.. 12033041212DFRDR GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENG�IELOPN(IPIENT CONSTRUCTION TESTING AND INSPECTION DATE: 4 -12 -12 PROJECT #: 066 -12033 PROJECT: 700 BLD LOCATION: 760 Andover Prk. W. KRAZAN P.M.: B.T. CONTRACTOR: CDK PERMIT #:011-340 INSPECTOR: Dan Riedner JURISDICTION: Tukwilla WEATHER: Partly Cloudy TEMP: 5 7 ° Krazan was on site as requested to perform epoxy inspection on rebar placed into existing concrete. Krazan observed contractor clean previously drilled holes with compressed air and wire brush. Krazan observed contractor place #4 bar into four inch in depth holes, in existing concrete on A line, using Hilti Hit 500 SD expiration date 1/2013 as per plan detail #23 page S3.1. [Insert Notes Here] Reviewed By: To the best of my knowledge, the abo Superintendent/Representative: ASTM Test #: Equipment/Asset Number(s): �: C -_ • erformed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 1501 Field Report Offices Serving the Westem United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 DATE: 3/29/2012 PROJECT # : 066 -12033 GC}kte►duitt t Y PROJECT : 700 Building Renovations Muni AMT LOCATION : 760 Andover Park West PROJECT MANAGER : BILL THORNE Sibt nvoctialttitctek V.vaip vcia e NEuh offices in the Western US 1 �i 8J Corporate office 5,59 .34&2200 MAY 07 7012) Concrete Report Number: 12033C R032912 -CJ CONTRACTOR: CDK PERMIT # : D11 -340 INSPECTOR : Chris Johnson JURISDICTION : City of Tukwila WEATHER: Indoors Field Data Concrete: Supplier. X Miles Time Truck # Ticket # Other Plant No. Slump Mix Inch Temp F % Air 201 Site Mix: Air Unit Temp F Weight 10:00 1 M135 1 262208 1 7 1 60 1 43 1 - Placement Area Location Remarks CONCRETE WALL IN -FILL ALONG GRID LINE E/6.2 -7.8 (SAMPLED NEAR GRID LINE 6.4). ONE SET OF FIVE 4X8 SPECIMENS CAST. Please Refer To Field Repot Number : 12033DFR032912 -CJ Inspector: C. JOHNSON TEMP: 60 Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) Water Added On Job Site (Gals.) 1/2 Actual 7500G5F 7500G5F 500 495 125 123 1650 1645 1510 1505 262 231 38 38 31 31 C143 C1064 C31 Field Test ASTM Method X C138 X C173 OTHER X Laboratory Data Design Strength 3000 At 28 Days Date Specimans Rec'd 3/30/2012 CyI. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1290 -1 4/5/12 - 7 4.01 12.63 - 58975 4670 1 DH 2 ASTM C109 1290 -2 4/26/12 - 28 - 1 ASTM C617 1290 -3 4/26/12 - 28 - 1 ASTM C1231 X 1290 -4 4/26/12 - 28 - 1 ASTM C1019 1290 -5 - H - 1 AASHTO -T22 Test Results Remarks: I Conforming Results Reviewed By: lr % 2. Cone Split / , /, 3. Cone Shear i Date: 4 Shear f4 ,cf7—/2. / 5. Columner Split — Non -Confo Ing Code For Break Types: 1 Cone Offices Serving The Western United States Concrete Report Rev. 4 Eff 10-21-09 The information provided on this report is prepeired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the clien and Kreren 8 Associates � aZan_ & AssocIAT M �° 2012 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINE] " CONSTRUCTION TESTING AND INSPECTION COMon , " DEVELOPMENT RECEIVED DATE: 4 -17 -12 PROJECT #: 066 -12033 PROJECT: 700 BLD LOCATION: 700 Andover Prk. west KRAZAN P.M.: B.T. FIELD REPORT NO.: 12033041712DFRDR CONTRACTOR: CDK PERMIT #: BLD -11 -340 INSPECTOR: Dan Riedner JURISDICTION: Tukwilla WEATHER: cloud TEMP: 55 0 ° Krazan was on site as requested to perform concrete inspection on sidewalk addition and slab in fills, and perform epoxy inspection. Krazan observed contractor place mix design 04c4af by truck chute in sidewalk addition located on gridline "A" and slab in fills and consolidate with mech. vibe whip and hand finish tools. Krazan cast five four by eight inch cylinders for lab testing, tested air, slump, and temp. Refer to cylinder report # 1203041712CRDR. Krazan observed contractor clean previously drilled holes with compressed air and wire brush. Krazan observed contractor use Hilti Hit 500 SD to fill holes and place #5 bar as per plan detail 12 page S3.1, grid line 8, C.5, E, F.5. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: Dan Riedner Offices Serving the Western United States Revision 5 vo9 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 .�.� RECEIVE — RIELD REPORT NO: 14 5 2 0 4 z aZ� & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3" i 7 _ 12 PROJECT #: 0 E 6 `Z. 0 3 PROJECT: QO LOCATION: 1 0 0 AI e Use✓ Mr If IW-ef KRAZAN PROJECT MANAGER: ;; yr 7--4 ran.e. APR 16 20121 COMMUNITY DEVELOPMENT CONTRACTOR: C D `l JURISDICTIO PERMIT INSPECT R: Hice WEATHER: / / ,94./ /40 y/ INSic TEMP: 5-7 K�Q�2ati p_er f uo % f A) s v14 R e /fKy da l 111.5741 /Atltom s / v -es4r� 1 b c I �, Y O6,2.vv e S I fox .� '7 4 s vowels )141 A i2 � c�s� ' 4 111 s #1 o Q. �i I -torte' k,4rj ' ,4 e xts h w4411f n/ his. 3- / 6 a 1e" rt,t rds e -0 k t S /l 1 Cdn c4dP ✓ -2441 Cd l ! !/ f HA-1 U L4X V- - / I I / II E S7 0 # 2'41 S 812- 0/. .e 01 -j3. HoLI wok 1 41) 4 gterv' OkAr Kam. l G g5 I'tI4 ;c h11 12. h9CkI,f /4 v-zt k (J-€4f '' s 3 i Fe,/ i z.P l fJ Equipment/Asset Number(s): To the b- - of my knowledge, the ab WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent epresentative: Tecs ician: This repor in•icates our insp- or's observation and testing results based on the site condition and contractor's activiti =s. This information is sub inspector does not accept r- . •onsibility for validity of the results, Some information on this report may have been provided by others on site. The in the client. This report ma of be reproduced in any format without the written permission of the client and Krazan 8 Assoc. view prior to final sub i a. By signing this report, our ation provided on this report is prepared for the exclusive use of Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 DAILY FIELD REPORT 2009.doc Puyallup (253) 939 -2500 EFFECTIVE: 4/22/2009 l(r a.l 21111 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 -29 -12 PROJECT #: 066 -12033 PROJECT: 700 Building Renovations LOCATION: 700 Andover Park West KRAZAN P.M.: Bill Throne RECEIVED FIELD APR 16 2012 NIT' REPORT NQ ! COM $' t" 1 R032912 -CJ CONTRACTOR: CDK PERMIT #: INSPECTOR: Chris Johnson JURISDICTION: City of Tukwila WEATHER: Indoors TEMP: 6 0 ° - Krazan and Associates representative on site as requested for Epoxy inspection and observation of concrete placement, sampling and testing. Upon arrival met with contractor and reviewed plans and specifications. - Observed the installation of (33) 5/8" All Thread Rod for the Exterior HSS columns to the precast walls at an embed depth of 5 ". Observed the holes cleaned by wire brush and pressurized air method prior to the application of epoxy. Verified cleanliness, depth, and locations of each hole and rod size, type including washer and nut, and embed depth. The holes were injected with Hilti Hit RE 500SD (Expiration 2/2012) by pneumatic gun method. - Observed the installation of (18) #4 dowels into existing foundation /slab for the HSS column pour -backs at grid lines 6.8/D, 8 /F, and 8 /D. The bar was installed with an embedment of 5" using Hilti Hit RE 500SD (Expiration of 1/2013, LOT #241382). Observed the holes cleaned by manual air pump and wire brush method prior to the application of the epoxy. Verified cleanliness, depth, and location of holes and the reinforcing bar size, type, grade, and embed depth. The installation procedure for both epoxy operations appeared to be performed in accordance with the construction documents and manufacturer's recommendations. - Observed the placement of Miles concrete for the concrete wall in -fill along grid line E/6.2 -7.8 and the HSS column pour -backs at grid line E/6.2, 8 /F, and 8 /D. The concrete was placed by line pump method and consolidated by mechanical vibration. A sample of the concrete was obtained at the end of the truck chute as the flow occurred into the hopper. One set of Five 4x8 specimens were cast for laboratory compressive strength testing. Verified slump and temperature of mix design #07500G5F. For additional information regarding testing results please refer to Krazan Concrete Report number 12033CR032912 -CJ. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: CHRIS JOHNSON Offices Serving the Western United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 The information provided on this report is prepared for the exclusive use of the client. This resort may not be reproduced in any format without the wrings permission of the client and Rra>ms & Associates. This report indicates our inspectors observation and testing results based on site conditions and cootrador activities. This informatics] is subject to review prior to final subminal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site Page 1 of 1 1 J /+ J•r - NSW ea. Marna is DATE: 3/6/2012 PROJECT # : 066 -12033 PROJECT : 700 Building Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : BILL THORNE Stier Ilmbaputeut lGaotevis With offices in the Western US Corporate office 559.348.2200 CONTRACTOR: RECEIVED APR 16 20121 Concrete Report Nun EMU TYJ,R030612-GN CDK PERMIT # : 011 -340 INSPECTOR : G.Naill JURISDICTION : City of Tukwila WEATHER: Field Data Concrete: Supplier: X Miles Time Truck # Ticket # Other Plant No. 201 Slump Mix % Air Inch Site Mix: Air Unit Temp F Temp F Weight 0:00 1 76 1 261513 1 - 1 51 /4 1 51 I 46 1 - Placement Area Location Remarks 17 SALB ON GRADE INFILLS. CONCRETE WAS PLACED BY WHEEL BARROW AND MANUALLY CONSOLIDATED. Please Refer To Field Repot Number : 12033DFR030612 -GN Inspector : G.NAILL TEMP: Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. LDS Sand lbs Water Admixture Admixture Admixture Air Ent. (Ozf cwt.) Water Added On Job Site (Gals.) 1/2 El Actual 12400F 12400F 451 465 113 136 1550 1560 350 344 1380 1336 250 222 0 Laboratory Data Design Strength 2500 At 28 Days Date Specimans Recd 3/7/2012 Cyi. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1195 -1 3/13/12 - 7 4.00 12.57 - 54740 4350 1 DH 2 ASTM C109 1195 -2 4/3/12 - 28 4.01 12.63 - 80885 6400 1 DH 2 ASTM C617 1195 -3 4/3/12 - 28 4.01 12.63 - 80665 6390 1 DH 2 ASTM C1231 X 1195 -4 4/3/12 - 28 4.01 12.63 - 80555 6380 1 DH 2 ASTM C1019 1195 -5 - H - 1 AASHTO -T22 Test Results Remarks: I X Conforming Results Reviewed By: Date: 5(_ —/2., Non -Conforming Code For Break Types: 1 Cone 2. Cone Split /I\ Cone Shear / 4 Shear 5. Columner Split I I Offices Serving The Western United States Concrete Report Rev. 4 Efj 10.21-08 The Irdormetion provided on this report is prepeired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the clien end Krezan 8 Associate t-K I $ Tt , G Li Lt Ate, R 4144 I iv-67 S ko ' ,�q 14-'r j 4 f — ---- . 4•0 116-e0 'r'tl.(.., Virg ltd 47 co4 -1.4. \� 5 -12_ 14-1?-c k-1 It. R Azs. 4 IC V, BEGS o,rc Tz, r2 o Lz,E. 4 `cy( : I.L. GROSS STRUCTURAL ENGINEERS a (LE-k AepnJa S -6r pc,Mf tx. 4..44.. -,t-►g `/ \N„.........,......_ Z'Yp 1£3 04- 2CD 4 z ,c.E..rL -Co p c0- toN.I&..e `r-tlyLr i-1T 44-c- H '- 0 L,ii r. l A67 2 . 0 1 C T4 0-11 wt1N (2) 4 et, s G (i. E. ws 0 V-1,4- 5c1- c-r W p-L.L LA.-,n T w v-AIL t fc-S Reckjvkie CITY OF MKNALA APR - 0 9 2012 EMIT CENTER L"r C� 14t�c�P. "Cola Tea- (-c-k. c-cJNN L ri vti.r 7 0 pc .. �, W4-r 4 /4 /z t... Toe Te.-4A-c-k ._l -ro Z'or5-rr SHEET TITLE SCALE PROJECT DESIGNED BY ?CSL)-14E-4.Lc.La CLIENT 207 First Avenue South - Suite 250 CHECKED SHEET Seattle, Washington 98104 Ph. (206) 623-0769 Fax (208) 623 -9081 --)1l- 320 A prb\J p(A-INS C ©L GHa.O PORTERLUM EIE STRUCTURAL • CIVIL • SEISMIC ENGINEERING j •� Ta /( LI/ R f"4#& ALL 4 +.� CITYVAVifiv W LA BPA, q 4l! 1154 �°L�4.t, APR 0 9 2012 PERMIT CENTER 3 2 3 Praia= k ?#.4 Project No. alert Designed B f Otedced 8y: 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • R 2031343 -0460 • F. 2O6/343.5691 Da>>e .3/Z7/12 Sheet of azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ?- 5 - /oZ PROJECT #: f2 /2032 PROJECT: 772 Se.:276 t.,�v��re�r f LOCATION: %JD X 1-k KRAZAN PROJECT MANAGER: WELDING REPORTNO.: 4961 �V�1KW1 MAR 26'1011 PERMIT CENTER CONTRACTOR: Cie PERMIT NO: J7// 3c--67 INSPECTOR: )7 - / -/f JURISDICTION: e',76/ WEATHER: ,pU /ie. s/Z -4., TEMP: S7 " ,DR-FIELD ❑ SHOP WELDING ❑ M.T. item(s) inspected: Vii¢niir��l� Z—.-> / /✓ - /' i- J-' , z e7 // A /fs': e-4'/7f o f_ 1irr5 4 ; -7 ./_5- -Ay Gil O's -/4' 1,2 44 4 , 7, 5 - �/ � 7 0,7 e 0 P.T. , V.T. //AI SQc°C74 7!2M 4C, 71' lies /./e-' / v.+� •/71=2/71 7 tit.c A' „lf <140a/ -7Le Chess, /�- / - fir ,0e2 h.7 e. :' Position: a—Process: JWeld Type: Weld Size ia- Codes: 3/16" �VERH D 'Filler Metal: ,� /fl FCAW GMAW SAW D Other: C.P. P.P. PLUG ❑ Other: 4. 5/ 3/8” ❑ Other AISC TITLE 21 TITLE 24 UBC ASME �r -,/ �"02":0)51/ yo;.i� O ,l s /�� � ^�.��/ 3/42 deft,/ QVI x'f fsi / /4 e /q 6r %we e..7 4'- S — 7 r/ /8 /ff 3 ..A;,/ /i4,-f k /- 4 "e20,74.0 i0,..7f.. / /a/e1 Z./e�i ,e' GA / r#/ �$ - O/-C✓ Chi �.hc �%Pr O 44/A., X".7 d 71/2.4 "We, .3.274 ..f .e4z744fi . 0- 242//,9G O/L L 3 ' 1ip1 /1/20/2 To the best of my knowledge, the abov =g'/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States this field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. 3y signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision 1 Effective Date: 11/15/07 The information provided in this report is prepared fot the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. DATE: 3/6/2012 PROJECT # : 066 -12033 PROJECT : 700 Building Renovations LOCATION : 760 Andover Park West PROJECT MANAGER : BILL THORNE DCVCIopurcut tau{inc r, Concrete Report With offices in the Western !!S enrrnr2lco tin^.5.593.0t zat p Number: CONTRACTOR: CDK PERMIT # : D11 -340 INSPECTOR : G.Naill JURISDICTION : City of Tukwila WEATHER: CR030612 -GN Field Data Concrete: Supplier. X Miles Other 1 Plant No. I 201 I Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp F Temp F Weight I 0:00 1 76 1 261513 1 - 1 5 1/4 1 51 1 46 1 Placement Area Location Remarks 17 SALB ON GRADE INFILLS. CONCRETE WAS PLACED BY WHEEL BARROW AND MANUALLY CONSOLIDATED. Please Refer To Field Repot Number : 12033DFR030612 -GN Inspector : G.NAILL CA MAR 2 0 quiz NrrR Reported Batch DATA Cement Type Design Mix No. Cent. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) Water Added On Job Site (Gals.) 1 1/2 13 Actual 12400F 12400F 451 465 113 136 1550 1560 350 344 1380 1336 250 222 0 Field Test ASTM Method C143 C138 C1064 _ C173 C31 OTHER Laboratory Data Design Strength 2500 At 28 Days Date Specimans Recd 3/7/2012 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 1195 -1 3/13/12 - 7 4.00 12.57 - 54740 4350 1 DH 2 ASTM C109 1195 -2 4/3/12 - 28 - 1 ASTM C617 4/3/12 - 28 - 1 ASTM C1231 X 1195 -3 1195 -4 4/3/12 - 28 - 1 ASTM C1019 1195 -5 - H - 1 AASHTO -T22 Test Results Remarks: 1 Conforming Results Reviewed By: �� �..orx. I Date: / .-/Z Non Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear N 4 Shear / 5. Columner Split Offices Serving The Western United States Concrete Report Rev. 4 Eff. 10.2148 The information provided on this report is prepeired for the exclusive use of the client. and mey not be reproduced in eny formal without the written permission of the clien and Krezan 8 Associates - -4iKr I(I'aZ2lIT1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7- $ / 2 PROJECT #: 7? PROJECT: 9 /44y ierroI/t7i.4j LOCATION: /VJ ///z/0/- 94i`' 4)-571- KRAZAN PROJECT MANAGER: �// FIELD REPORT NO: 14 6 2 0 6 CONTRACTOR: JURISDICTION:/'& o/ PERMIT #: 2)// INSPECTOR: WEATHER: ,��7`f TEMP: �o - y / rt/ 5-1: J , /% //i ,/ Pj0- 4,4*,• O/.1,61A i 'i4'- tr /4s-7GX. vs , /as ell" / 4/ fr ave,, l�hG�.a� �� rr r��-v ✓v/�r -G/ z 2 / A/OL-n C /I.Z4 0m i° 4' als ,C7i•/ar J27 6471-e% - ` f2 /2 / /oC 7L3 P J/r,oe fat /2o/.2. 20l 4errr �ll GidF. -���ir Gh/ 4orJ �°1L / ,C,,, ' �4/,, 4.7 z,,,// 9,-/‘l //4, l/ 6e7u.reM e/ -- /4f/ (4/) /oz.4717„,r - fide2 4014 ti g / �N f 8 3> rf r /z/eo ®t �� // f// / r )wex-7i- /��// f / /4e ��i.- �,�„ 6- 7 ) Ov f 7 c /de O !s -•� // 9�,r-!/ //4 e / d ZP7weri, e — -� crtrSFau MAR 262012 TtR ND71e) --49‘,-/A3 e,s/ (2/71g ��o-r� /�� r fv% Clir/e / 4 eve rf" 7:;;;-,04./V tLo / -2 /./i Oi- f f7 /. v.9 AO/ G�X���� r/ 4 /c. 4/et . Equipment/Asset Number(s): To the best of my knowledge, the abov / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on thi report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 aza1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: — 9- 1? PROJECT #: Q66 /2013 PROJECT: p j��� /y 1��✓�,m.' ��r LOCATION: 7o' �.,/l�vPr `% /. ✓,(! i€-'r/ KRAZAN PROJECT MANAGER: // 7 FIELD REPORT NO: 14 6 218 CONTRACTOR: CQrf: CITY EC ivEp_ : JURISDICTION•, o/ Tlfw // PERMIT #: ,. j/ — 7o MAR 't 7U12 INSPECTOR: J7 , //- WEATHER: 4",01 -/ 4'/ov,/i.1 (V �%� Gl✓-7Z/ /a���,'/( /Ii- d _i3 3 /!/ Lr /f•-%r(,/ e� N`%!%/1�.� /� /-iS. /l T J C /� (��/k'N7d7Lir �.�%/7Lr/•7i -t i2i 6 TOr //�/ lf/�I1r�Lr _aileAee�/7 _ %7D /'t /�✓ /rro i / /.��/e OvG� /JLSiIG�er Ai' /mss / /i��a hl� b /Alen >/r�1,1� !✓ //f Z:I/ViP/fe.l, L.� / ///A.- /O 6G- j / /G�.Ti,aH (77 /7" / /fy fYG 42 Q7 L X Pg. 0,2 04. o 7 2 j- /2/.26 , 24.7«rte,, — /,;, 5—/ il,/ 7:5' Azgi /G s A /r�ir./ P6p9J(y .� !� r1L/,nsr r�itin �fci �iS �.vd,!.f//r 14107,7 /�i1G 4f1/7 /0411: / . /42)GZ7 %.0 — Ol /i./ %ihe Equipment/Asset Number(s): To the best of my knowledge, the abov Superintendent/Repr WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. entative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractors activities..This information is subject to review prior to final s b ittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use 01 the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 =5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 Particle Size Distribution Report C C 0 0 IIc c c 5 c m o o o g o o_ a_ c. N , \ c+, a ' N 3k a i ! # 3t 100 90 80 70 cc U-1 60 LT_ Z 50 w V w 40 a 30 20 10 0 I I I I I I I I 1 I 11 I 11 1 I 1 I I I I I 1 I I I I I I 1 I 11 I 11 1 11 1 1 1 I I I 1 1 1- 1 1 1 1 I 1 I 1 -1-- 1 I 1 1 I 11 1 I 1 1 1 1 RECEIV I 1 I 1 1 1 1 1 I 1 1 I 11 1 11 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 I 1 1 1 1 1 CITY OF MA_ TU 2 (�_2n1C01 CENTER LA I 1 I 1 I I 1 1 I 1 11 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 I L 1 1 l PERMIT 1 I 1 I 1 I I I 1 11 I 11 1 1 1 1 1 1 1 1 1 1 1 1 I 11 1 1 1 1 1 1 1 1 I I 1 I 11 I 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 11 1 1 11 I 11 1 1 1 1 1 1 1 1 1 I 1 1 i I I I I I 1 I I 1 I 1 I 1 I I 1 I 11 I 11 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I ! I I I I I I! I 11 1 1 1 1 1 1 1 1 1 I 1 1 100 10 1 GRAIN 0 1 0.01 0.001 SIZE - mm. +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0 0 1.7 6.6 91.7 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X =NO) Material Description Test #B -1 @ 5'- 6.5'. Atterberg Limits #10 #16 #20 #40 #60 #80 #100 #200 100.0 99.9 99.7 98.3 97.2 96.7 96.5 91.7 PL= NP LL= NV Pl= Coefficients D90= 085= D60= D50= D30= D15= D10= Cu= Cc= Classification USCS= ML AASHTO= A -4(0) Remarks Sample ID: 12L148. Sample Date: 3/6/2012. Moisture Content (ASTM D- 2216): 37.5%. * (no specification provided) Sample Number: 12L148 Date: 3/6/2012 Client: Controlled Environments Construction, Inc. Project: Tukwila Fire S rinkers Project No: 062 -12005 Figure �rw rr® wi" a 9L�� Tested By: S.Townsend Checked By: D.Hollingshe. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - PROJECT #: ,0a / ?0 3.3 PROJECT: JCP - 7000 LOCATION: 7tio Ar/i 4_ KRAZAN PROJECT MANAGER: FIELD REPORT NO: 1. /1 6 2 0 4 CONTRACTOR: JURISDICTION: PERMIT #: /?//- 2 'a INSPECTOR: WEATHER: Ty,-4 iir CITY MAR 122012 LA TEMP: 4!s -" e;// //IA" .77 /�",r/ "fat9y- Li /// o/ ^4/ 71 . z/eYo f A ./ / /r°G/ 4 ( /4,-Ae /- t°zi t(ec/hehf r) re ,s � /rr �r.-t Ii-iv/ G` / e“..<:4* 11/44., r<i1T,`� Cyr j9'r PffP�.O /✓ /'!or r1��� io" O7e/ f;(---,44,-,./ / / D � 07 L 3 p �vrs ao /a. loe4 °,.min - /oo/ t, el .0 /1/4/ /I/1C b�T�✓PrJs �i S 7_ 2/7./00e -cti1 ta nXy 9r .4 %/A,/. i 1 40e. i ' `l/40- 1,0z--e /f 74,-- (/X lvPi e 4.2..i.P4/ Ly,Pz., 44:4,72 ��.�0 -,.'J al �!r ��lo✓ /1-70/// AE j' 4 py /i /J 0.7 f (0),,Pr // —P7.9 DAILY -�- Oil �'rad /r /2.11477 . /I/0,4T le 4,/,/,‘A-7:0., D // Equipment/Asset Number(s): To the best of my knowledge, the abov WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspectors observation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 JL C & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 -6 -12 PROJECT #: 066 -12033 PROJECT: Bldg 700 LOCATION: 760 Andover Parkway W. KRAZAN P.M.: Bill Throne FIELD REPORT NO.: 12033DFR030612 -gn CONTRACTOR: CDK PERMIT #: D11 -340 INSPECTOR: George R. Naill III JURISDICTION: City of Tukwila Bill WEATHER: Indoor TEMP: 46 ° Reinforced Concrete Arrived on site as requested by the contractor to perform reinforced concrete inspection in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans and specs. 2) Performed visual inspection of 17 slab in fills. Verified reinforcing steel to be complete per plans and specs for bar and mesh size and spacing. 3) Monitored placement of approximately 12 cubic yards of Miles mix 12400F. Monitored placement for slump, temperature and consolidation. 4) Sampled concrete and cast 1 set of 5 — 4x8 test cylinders for compressive strength testing. Reference report 12033CR030612 -gn for test data. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: Offices Serving the Western United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 The information provided on this report is prepared for the exclusive use of the client. This repon may not be reproduced in any foment without the wrino] permission of the elicit and Krazan d Associates. This report indicates our inspectors observation and testing results based on sits conditions and contractor activities. This information is subject to review prior to final subminal. By signing this report, our inspector does not accept responsibility far validity of results- The same information has been provided by others on site Page 1 of 1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non - Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address 700 Andover Park West Date 12/9/2011 Tukwila, WA 98188 For Building Departure t U eP® FILE COY PAS- Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration Applicant Name: Sohn Batstone - King County Rousing Authority 1r+ ,,,�..Pe Applicant Address: 625 Andover Park West, Suite 107 Tukwila, WA 1318a . Applicant Phone: 206 - 225 -4549 Project Description I❑ New Building ❑ Addition ❑ Alteration 0 Change of Use Compliance Option N/A ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysts Occupancy Group 0 Nonresidential 0 Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration and well values ere calculated per inputs provided in the ENV -UA form. In the electronic form these cells auto -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 4, 988 s f - 11, 880 s f X 100 = 42% Semi- Heated Path 0 y88 Allowable if project meets all requirements as defined in section 1310.2. Only allowed as t � t�h and must be celcutated separately from other coodltioned spaces. Limited to r10 reduced wall Insulation levels. Requires other fuel heating and quaiifying t ermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs - Insulation Above Deck R -30 Roofs - Metal Building NA Roofs - Single Rafter NA Roofs - Attic and All Others NA Walls - Mass R -15 Walls - Metal Building NA Walls - Steel Framed NA Walls - Wood Framed and Other NA Floors - Mass NA Floors - Steel Joist NA Floors - Wood Framed and Other NA Maximum F- factors Slabs-on -Grade - Unheated NA Slabs-on -Grade - Heated NA Notes: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TI IKIMLA DEC 12 2011 PERMIT CENTER Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame NA Metal Frame U = 0.40 Entrance Door NA Skylights - Without Curb NA Skylights - With Curb U = 0.60 Opaque Doors - Swinging NA Opaque Doors - Non-Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North U = 0.50 North NA Skylights NA CORRECTION 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back)Zone 1 Non - Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements r re ,cript,iiveeOOtiiioon Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated to Zone Climate Zone 1 Residentlal,,Other than 'Single Family as • cunancvGro"" Nonresidential Opaque Elements Climate Zone 2 Nonresidential Residential, Other than Single- Family InsulationMin. R=Valne •' Oft Insulation Entirely above Deck R -30 c.i. R-38 c.i. R -30 c.i. + + + • ttic and Oth - R -38 ca. -38 Ie -49 .3 c.i. 0.i. R-19 + R -14 c.i. R -21 +R 5 c.i. u.rirrimminfrapimilwrirrnmlirmiTirm. •_--• • R-13 + R -7.5 ed. R -13 + R -7.S c.i., or R -21 + R -2.5 c.i. Slab -On -Guide Floors Unheated Heated OpagaeDoors Swinaina R -30 e.i. .1 -4 c.i. R -10 for 24 in. (with thermal break) R -10 for 24 in. (with thermal break). R -10 for 24 in. (with thermal break) R -10 o.i.(with thermal break) R -10 c.i. (with thermal break) R -10 c.i. (with thermal break) R -10 for 24 in. (with thermal break) R -10 c.i. (with thermal break) Maximn U- Faetor U -0 .600 U -0 .400 U -0.600 U -0 .400 i •.i.i U -0 .40 1 ni 1 1 .1 Fenestration 040% of Wall Assemb)v T' Iaiiimam:SHGCiFactor " Vortical Fenestration Skylights SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on wcst, south, east No Requirement SWC SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, east SHCe -0 35 No Requirement SHC,C` -0 i5 The following definitions apply c.i. — continuous insulation, Ls — liner system (see ice) Zone 1, nonresidential walls may be AS1M C90 concrete block walls, u ngrouted or partially grouted at 32 inehoa gnnicaly and 48 inches or less on center horizontally, with =grouted cores tilled with material having a maximunro tin of n 0.44 u 2009 Washington State Energ Code Como Hance Form for Nonresidential and Multifamil Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address KING COUNTY HOUSING AUTHORITY Date 10/14/2011 700 BUILDING RENOVATIONS For Building Department Use FILE COPY 700 ANDOVER PARK WEST Applicant Name: TuKWILA, WA. 98188 Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Project Description • New Building • Addition ' Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive • Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces dearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) not changed • No changes are being made to the lighting and space use ■ Less than 60% of the fixtures new, instated wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2•• cross mrenor Area in ft2 Allowed x Area 1ST FLOOR OFFICE SPACE 0.91 36280 33015 MEZZANINE ELECTRICAL / MECHANICAL SPACE 0.80 500 4 0 0 FC- NOT USED FD- 1'X42" UNDER COUNTER FLOURESCENT 21 13 273 From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts' 334151 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1ST FLOOR FA- RECESSED 2'X2' DIRECT /INDIRECT FLOURESCENT 232 48 11136 FB- 1'X4' PENDANT DIRCT FLOURESCENT 63 54 3402 FC- NOT USED FD- 1'X42" UNDER COUNTER FLOURESCENT 21 13 273 FE- NOT USED FH- 6" CONTINOUS SLOT FLOURESCENT 8 28 224 EF- 1'X4' FLOURESCENT STRIPS 44 68 2992 A- COMPACT FLOURESCENT DOWNLIGHS 51 52 2652 B- COMPACT FLOURESCENT WALLWASHER 68 52 3536 C- COMPACT FLOURESCENT DOWNLIGHT (WET LABLE) 4 26 104 D- 3 LIGHT BATHROOM LIGHT BAR HALOGEN 8 300 2400 E- DOWN LIGHT HALOGEN 3 40 120 gaMII ED FUR 1,x , FLOURESCENT STRIP 7 68 476 E CUMPLJR NCt APPROVED )CC 232011 R CEWW :I df Tukwi = ■_ ._ .DING DIVI ION MM III �� -i t 1 1-111r rsgr.rlA AST "ICS 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 27315 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energ Code Com.liance Form for Nonresidential and Multifamil Residential Interior Lighting] Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy 0 Warehouse or Parking Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Liohtinra Power Allowance (LPA Use' LPA` (W /ftr) Use' LPA` (W /fir) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments5, restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, dothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energ Code Com.liance Form for Nonresidential and Multifamil Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info ProjAddresKaNG COUNTY HOUSING AUTHORITY Date 10/14/2011 700 BUILDING RENOVATIONS For Building Department Use 700 ANDOVER PARK WEST Name: TUKWILA, WA. 98188 Appl. Name 5 - Fill out this line on PRJ -SUM Appl. Phones - Fill out this line on PRJ -SUM Project Description 10 • New • Addition '% Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) O Zone 1 Zone 2 0 Zone 3 O Zone 4 Compliance Option 1 • Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion sensor • Efficacy > 60 lumens/W • Controlled by • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) lighting and space use not changed. • No changes are being made to the Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Tradable Surfaces Description - A9owea warts - per ft2 or per If Area (fr), perimeter (If) or # of items Allowed wans x ft2 (or x It) Grounds Walkways <10 wide 0.8 W/LF 9 7 Entry Canopies 0.4 W/ft2 10 4 Total Allowed Tradable Watts: 11 radable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed GROUNDS WALKWAY FG- TRIPLE TUBE FLOURESCENT BOLLARD 9 32 288 ENTRY CANOPY FE -1'X4' FLUSH MOUNTED FLOURESCENT 10 32 320 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Total Proposed Tradable Watts: 608 Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 153 Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 0 153 2009 Washington State Energ Code Com•liance Form for Nonresidential and Multifamil Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 2010 Specific area description Base site allowance' Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Tradable Surfaces 2 Uncovered Parking Areas Parking lots and drives 0.04 W /ft2 0.06 W /ft2 0.10 W /ft'- 0.13 W /ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W /ft2 0.2 W /ft2 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W /ft2 0.05 W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W /ft2 0.8 W /ft2 1.0 W /ft2 Outdoor Sales Open areas' 0.25 W /ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area" allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W /linear foot Non - Tradable Surfaces4 Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface6 0.2 W /ft2 for each illuminated wall or surface2 Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance! No Allowance I No Allowance 10.5 W /ft2 Drive -up Windows & Doors 400W per drive- through Parking near 24-hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be trade between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 0 Deco r 12106W &op'm&/L4/i/ KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 SECTION 05 5000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS FILE COPY Permit No., A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Steel framing and supports for countertops 2. Steel framing and supports for applications where framing and supp in other Sections 3. Shelf angles 4. Metal ladders 5. Metal ships' ladders 6. Exterior canopy PERFORMANCE REQUIREMENTS REVISVVED FOR CODS COMPLIANCE APPROVED is are not specified DEC 232011 City of Tukwila BUILDING DIVISION Delegated Design: Design ladders, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. 1.4 ACTION SUBMITTALS A. Product Data: For the following: 1. Nonslip aggregates and nonslip - aggregate surface finishes. 2. Paint products. CITY OF TUKKWILA DEC 12 2011 PERMIT CENTER B. Shop Drawings: Show fabrication and installation details for metal fabrications. 1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. C. Delegated- Design Submittal: For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified professional engineer. 1.6 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel." B. Welding Qualifications: Qualify procedures and personnel according to the following: CORRECTIOP4 R# Metal Fabrications r 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum." 3. AWS D1.6, "Structural Welding Code - Stainless Steel." 1.7 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. 1.8 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another. B. Coordinate installation of anchorages and steel weld plates and angles for casting into concrete. Fumish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2.3 NONFERROUS METALS A. Aluminum Plate and Sheet: ASTM B 209, Alloy 6061 -T6. B. Aluminum Extrusions: ASTM B 221, Alloy 6063 -T6. 2.4 FASTENERS A. General: Unless otherwise indicated, provide Type 316 stainless -steel fasteners for exterior use and zinc - plated fasteners with coating complying with ASTM B 633 or ASTM F 1941, Class Fe /Zn 5, at exterior walls. Select fasteners for type, grade, and class required. 1. Provide stainless -steel fasteners for fastening aluminum. B. Steel Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers. C. Steel Bolts and Nuts: Regular hexagon -head bolts, ASTM A 325, Type 3; with hex nuts, ASTM A 563, Grade C3; and, where indicated, flat washers. D. Stainless -Steel Bolts and Nuts: Regular hexagon -head annealed stainless -steel bolts, ASTM F 593; with hex nuts, ASTM F 594. Metal Fabrications 05 5000 - 2 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 E. Anchor Bolts: ASTM F 1554, Grade 36, of dimensions indicated; with nuts, ASTM A 563; and, where indicated, flat washers. 1. Hot -dip galvanize or provide mechanically deposited, zinc coating where item being fastened is indicated to be galvanized. F. Eyebolts: ASTM A 489. G. Machine Screws: ASME B18.6.3. H. Lag Screws: ASME B18.2.1. I. Wood Screws: Flat head, ASME B18.6.1. J. Plain Washers: Round, ASME B18.22.1. K. Lock Washers: Helical, spring type, ASME B18.21.1. L. Anchors, General: Anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency. M. Cast -in -Place Anchors in Concrete: Either threaded type or wedge type unless otherwise indicated; galvanized ferrous castings, either ASTM A 47/A 47M malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, all hot -dip galvanized per ASTM F 2329. N. Post - Installed Anchors: Torque - controlled expansion anchors. 1. Material for Interior Locations: Carbon -steel components zinc plated to comply with ASTM B 633 or ASTM F 1941, Class Fe /Zn 5, unless otherwise indicated. 2. Material for Exterior Locations and Where Stainless Steel is Indicated: Alloy Group 1 stainless -steel bolts, ASTM F 593, and nuts, ASTM F 594. 2.5 MISCELLANEOUS MATERIALS A. Epoxy Zinc -Rich Primer. Complying with MPI#20 and compatible with topcoat. B. Galvanizing Repair Paint: High - zinc -dust- content paint complying with SSPC -Paint 20 and compatible with paints specified to be used over it. 2.6 FABRICATION, GENERAL A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. C. Form bent -metal comers to smallest radius possible without causing grain separation or otherwise impairing work. D. Form exposed work with accurate angles and surfaces and straight edges. Metal Fabrications 05 5000 - 3 1 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 E. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat -head (countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous. G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated Toads. 1. Where units are indicated to be cast into concrete, equip with integrally welded steel strap anchors, 1/8 by 1 -1/2 inches, with a minimum 6 -inch embedment and 2 -inch hook, not Tess than 8 inches from ends and comers of units and 24 inches o.c., unless otherwise indicated. 2.7 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. B. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction. 1. Furnish inserts for units installed after concrete is placed. C. Galvanize miscellaneous framing and supports where indicated. D. Finish all exposed steel per division 09 painting. 2.8 SHELF ANGLES A. Fabricate shelf angles from steel angles of sizes indicated and for attachment to concrete framing. Provide horizontally slotted holes to receive 3/4 -inch bolts, spaced not more than 6 inches from ends and 24 inches o.c., unless otherwise indicated. 1. Provide mitered and welded units at corners. 2. Provide open joints in shelf angles at expansion and control joints. Make open joint approximately 2 inches larger than expansion or control joint. B. For cavity walls, provide vertical channel brackets to support angles from backup masonry and concrete. C. Prime shelf angles located in exterior walls with zinc -rich primer. Metal Fabrications 05 5000 - 4 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 D. Fumish wedge -type concrete inserts, complete with fasteners, to attach shelf angles to cast -in- place concrete. 2.9 METAL LADDERS A. General: 1. Comply with ANSI A14.3 unless otherwise indicated. B. Steel Ladders: 1. Space siderails 18 inches apart unless otherwise indicated. 2. Siderails: Continuous, 3/8- by -2 -1/2 -inch steel flat bars, with eased edges. 3. Rungs: 3/4 -inch- diameter steel bars. 4. Fit rungs in centerline of siderails; plug -weld and grind smooth on outer rail faces. 5. Provide nonslip surfaces on top of each rung, either by coating rung with aluminum -oxide granules set in epoxy -resin adhesive or by using a type of manufactured rung filled with aluminum -oxide grout. 6. Provide nonslip surfaces on top of each rung by coating with abrasive material metallically bonded to rung. 7. Support each ladder at top and bottom and not more than 60 inches o.c. with welded or botted steel brackets. 8. Prime exterior ladders, including brackets and fasteners, with zinc-rich primer. 2.10 METAL SHIPS' LADDERS A. Provide metal ships' ladders where indicated. Fabricate of open -type construction with channel or plate stringers and pipe and tube railings unless otherwise indicated. Provide brackets and fittings for installation. 1. Fabricate ships' ladders, including railings from steel. 2. Fabricate treads and platforms from welded or pressure - locked steel bar grating. Limit openings in gratings to no more than 1/2 inch in least dimension. 3. Fabricate handrails steel pipe. Comply with steel pipe railing requirements in this section. 2.11 EXTERIOR CANOPY A. Exterior Canopy: As detailed 1. Galvanized Steel channels and plate steel as indicated in drawings 2. Translucent laminated glass per 088000 Glazing 3. Provide torque controlled expansion anchors into existing concrete wall where indicated. 4. Steel rod with clevis pin and bolt tightening mechanism 5. Finish per Division 09 Painting 2.12 MISCELLANEOUS STEEL TRIM A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter comers and use concealed field splices where possible. B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. Metal Fabrications 05 5000 - 5 1 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry construction. C. Galvanize exterior miscellaneous steel trim. D. Prime exterior miscellaneous steel trim with zinc -rich primer. 2.13 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish metal fabrications after assembly. C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding surface. 2.14 STEEL AND IRON FINISHES A. Galvanizing: Hot -dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products. 1. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion. B. Shop prime iron and steel items not indicated to be galvanized unless they are to be embedded in concrete, sprayed -on fireproofing, or masonry, or unless otherwise indicated. 2.15 ALUMINUM FINISHES A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. B. Class I, Clear Anodic Finish: AA- M12C22A41 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 611. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. B. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. C. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in -place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors. Metal Fabrications 05 5000 - 6 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 D. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. E. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with the following: 1. Extruded Aluminum: Two coats of clear lacquer. 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings. B. Anchor supports for operable partitions securely to and rigidly brace from building structure. 3.3 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC -PA 1 for touching up shop - painted surfaces. 1. Apply by brush or spray to provide a minimum 2.0 -mil dry film thickness. B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Division 09 painting Sections. C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. END OF SECTION 05 5000 Metal Fabrications 05 5000 - 7 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 SECTION 08 7100 - DOOR HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Mechanical door hardware for the following: a. Swinging doors. b. Horizontal sliding doors 2. Cylinders for door hardware specified in other Sections. 3. Electrified door hardware. B. Related Sections: 1. Division 8 Section "Steel Doors and Frames" for steel doors and frames. 2. Division 8 Section "Flush Wood Doors" for wood doors and frames. 3. Division 8 Section "Aluminum- Framed Entrances and Storefronts" for storefront doors and hardware. 4. Division 8 Section "Automatic Operators for low energy automatic entrance operators. 5. Division 16 Sections for connections to electrical power system and for low - voltage wiring work. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Other Action Submittals: 1. Door Hardware Schedule: Prepared by or under the supervision of Installer, detailing fabrication and assembly of door hardware, as well as installation procedures and diagrams. Coordinate final door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. a. Submittal Sequence: Submit door hardware schedule concurrent with submissions of Product Data for hardware and schedules for hollow metal doors/frames and wood doors. Coordinate submission of door hardware schedule with scheduling requirements of other work to facilitate the fabrication of other work that is critical in Project construction schedule. b. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule." Double space entries, and number and date each page. Door Hardware 08 7100 -1 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washinaton 700 Building Renovations BID SET October 27, 2011 c. Format: Use same scheduling sequence and format and use same door numbers as in the Contract Documents. d. Content: Include the following information: 1) Identification number, location, hand, fire rating, size, and material of each door and frame. 2) Locations of each door hardware set, cross- referenced to Drawings on floor plans and to door and frame schedule. 3) Complete designations, including name and manufacturer, type, style, function, size, quantity, function, and finish of each door hardware product. 4) Fastenings and other pertinent information. 5) Explanation of abbreviations, symbols, and codes contained in schedule. 6) Mounting locations for door hardware. 7) List of related door devices specified in other Sections for each door and frame. 2. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations that are coordinated with the Contract Documents. C. Qualification Data: For Installer and Architectural Hardware Consultant. D. Product Certificates: For electrified door hardware, from the manufacturer. 1. Certify that door hardware approved for use on types and sizes of labeled fire -rated doors complies with listed fire -rated door assemblies. E. Product Test Reports: For compliance with accessibility requirements, based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for door hardware on doors located in accessible routes. F. Maintenance Data: For each type of door hardware to include in maintenance manuals. Include final hardware and keying schedule. G. Warranty: Special warranty specified in this Section. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and an Architectural Hardware Consultant who is available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 1. Warehousing Facilities: In Project's vicinity. 2. Scheduling Responsibility: Preparation of door hardware and keying schedules. B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. C. Source Limitations: Obtain each type of door hardware from a single manufacturer. Door Hardware 08 7100 - 2 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 1. Provide electrified door hardware from same manufacturer as mechanical door hardware, unless otherwise indicated. Manufacturers that perform electrical modifications and that are listed by a testing and inspecting agency acceptable to authorities having jurisdiction are acceptable. D. Fire -Rated Door Assemblies: Where fire -rated door assemblies are indicated, provide door hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire - protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C, unless otherwise indicated. E. Smoke- and Draft - Control Door Assemblies: Where smoke- and draft-control door assemblies are required, provide door hardware that meet requirements of assemblies tested according to UL 1784 and installed in compliance with NFPA 105. 1. Air Leakage Rate: Maximum air leakage of 0.3 cfm/sq. ft. at the tested pressure differential of 0.3 -inch wg ) of water. F. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. G. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation. H. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the U.S. Architectural & Transportation Barriers Compliance Board's ADA -ABA Accessibility Guidelines and with ICC /ANSI A117.1. 1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 Ibf. 2. Comply with the following maximum opening -force requirements: a. Interior, Non -Are -Rated Hinged Doors: 5 Ibf applied perpendicular to door. b. Sliding or Folding Doors: 5 lbf applied parallel to door at latch. c. Fire Doors: Minimum opening force allowable by authorities having jurisdiction. 3. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more than 1/2 inch. 4. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the leading edge of the door. I. Keying Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." In addition to Owner Contractor, and Architect, conference participants shall also include Installer's Architectural Hardware Consultant and Owner's security consultant. Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including, but not limited to, the following: 1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2. Preliminary key system schematic diagram. 3. Requirements for key control system. 4. Requirements for access control. 5. Address for delivery of keys. Door Hardware 08 7100 - 3 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 J. Pre - installation Conference: Conduct conference at Owner's office. 1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 2. Inspect and discuss preparatory work performed by other trades. 3. Inspect and discuss electrical roughing -in for electrified door hardware. 4. Review sequence of operation for each type of electrified door hardware. 5. Review required testing, inspecting, and certifying procedures. 1.5 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock -up for door hardware delivered to Project site. B. Tag each item or package separately with identification coordinated with the final door hardware schedule, and include installation instructions, templates, and necessary fasteners with each item or package. C. Deliver keys to manufacturer of key control system for subsequent delivery to Owner. D. Deliver keys and permanent cores to Owner by registered mail or ovemight package service. 1.6 COORDINATION A. Installation Templates: Distribute for doors, frames, and other work specified to be factory prepared. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. B. Security: Coordinate installation of door hardware, keying, and access control with Owner's security consultant. C. Electrical System Roughing -In: Coordinate layout and installation of electrified door hardware with connections to power supplies and building safety and security systems. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including excessive deflection, cracking, or breakage. b. Faulty operation of doors and door hardware. c. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use. 2. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated. a. Exit Devices: Two years from date of Substantial Completion. b. Manual Closers: 10 years from date of Substantial Completion. Door Hardware 08 7100 - 4 A KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 1.8 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. 1.9 EXTRA MATERIALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. (1) LH and (1) RH Lockset. 2. (2) Panic Device. 3. (1) LH and (1) RH closers. 4. (2) Mortise cylinder, less core. 5. (5) Interchangable cores, uncombinated. 6. (20) key blanks. 7. (2) Electric strtikes. PART 2 - PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" Article to comply with requirements in this Section. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturers' products complying with BHMA designations referenced. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule" Article. Products are identified by using door hardware designations, as follows: 1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in Part 3 "Door Hardware Schedule" Article. 2. References to BHMA Designations: Provide products complying with these designations and requirements for description, quality, and function. 2.2 FABRICATION A. Manufacturer's Nameplate: Do not provide products that have manufacturer's name or trade name displayed in a visible location except in conjunction with required fire -rated labels and as otherwise approved by Architect. 1. Manufacturer's identification is permitted on rim of lock cylinders only. B. Base Metals: Produce door hardware units of base metal indicated, fabricated by forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Fumish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18. Door Hardware 08 7100 - 5 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 C. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat -head screws with finished heads to match surface of door hardware, unless otherwise indicated. 1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt. 2. Fire -Rated Applications: a. Machine Screws: For the following: 1) Hinges mortised to doors or frames 2) Strike plates to frames. 3) Closers to doors and frames. b. Steel Through Bolts: For the following unless door blocking is provided: 1) Surface hinges to doors. 2) Closers to doors and frames. 3) Surface- mounted exit devices. 3. Spacers or Sex Bolts: For through bolting of hollow -metal doors. 4. Fasteners for Wood Doors: Comply with requirements in DHI WDHS.2, "Recommended Fasteners for Wood Doors." 5. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 2.3 FINISHES A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.4 MANUFACTURERS A. No substitutions are allowed unless reviewed and accepted by Architect and Owner in accordance with Division 1 requirements. 2.5 BUTT HINGES Door Hardware 08 7100 - 6 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 A. Manufacturers listed: Stanley. Accepted: Hager, McKinney, Bommer 1. FBB199 (Exterior Heavy Use Doors) 630 2. FBB168 (Interior Heavy Use Doors) 652 3. FBB191 (Exterior Light Use Doors) 630 4. FBB179 (Interior Light Use Doors) 652 5. Fumish NRP on all doors with locks A. Hinge width shall be as required to clear projecting trim allowing maximum degree of opening. B. Quantity: 1. 1 -1/2 pair up to and induding 90" in height, minimum, or as scheduled. 2. 2 pair over 90" in height, minimum, or as scheduled. 3. 2 pair for doors greater 3'6" and greater in width, or as scheduled. 2.6 LOCKSETS, LATCHSETS, AND DEADLOCKS A. Manufacturer listed: Best or equal as approved by owner. B. Design: Heavy Duty Mortise 45H, 14M trim 626 C. Mortise Locksets: All lcksets and Iatchsets shall be the product of one manufacturer. All lcksets and Iatchsets shall be heavy duty U.L. approved for use on fire doors with 3/4" latchbolt. Functions as indicated in the hardware groups. A. Provide curved hp strikes. Fumish flat lipped strikes on locks with pairs of doors with overlapping astragal B. Locksets and Iatchsets shall be fumished with sufficient strike lip to protect trim. C. All locks shall have wrought box strikes. D. Provide 1 E74 cylinders with 7 -pin interchangeable core for mortise lcksets, exit devices, and removable mullions. E. Provide cylinder with interchangeable core for Best Locks Series 5L cabinet locks. See drawings for locations. 2.7 ELECTRIC STRIKES A. Electric Strikes: Hanchett Entry Systems, Inc. (HES). 5200 Series. 2.8 MANUAL HEAD AND FOOT BOLTS A. Trimco 3913 with open strike plate at head and dust proof strike plate as sill. 2.9 DUTCH DOOR BOLTS A. Trimco 318951 cast dutch door bolt with optional mortise strike plate. 2.10 WALL STOPS Door Hardware 08 7100 - 7 • KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 A. Manufacturer listed: Trimco. B. Trimco 1270CXCP Wall Stop (Interior) 626 cast wall stop with convex rubber stop. 2.11 FLOOR STOPS A. Manufacturer listed: Trimco. B. Trimco 1215 low half dome 626. 2.12 PUSH/PULL PLATES A. Manufacturer listed: Trimco B. Trimco 1001 -3 x 1018 -3B 4x 16 (CFC where required) 630. 2.13 KICK PLATES A. Manufacturer listed: Trimco B. Trimco K0050 10" x 2" LDW x B4E x C -Sunk (Single doors) 630 C. K0050 10" x 1" LDW x B4E x C- Sunk(Pair doors) 630 2.14 MOP PLATES A. Manufacturer listed: Trimco B. K0050 4" x 2" LDW x B4E x C -Sunk (Single doors) 630 C. K0050 4" x 1" LDW x B4E x C -Sunk (Pair doors) 630 2.15 OVERHEAD STOPS A. Manufacturer listed: Glynn- Johnson. B. 90S Series surface mounted overhead stop, size as recommended by Manufacturer. 2.16 DOOR SILENCERS A. Manufacturer listed: Pemko. B. Quantity: Fumish three (3) for each single door frame, and four (4) for each pair of door frames. C. Type: 1229A. 2.17 EXIT DEVICES, REMOVABLE MULLIONS, POWER SUPPLIES, and POWER TRANSFERS Door Hardware 08 7100 - 8 4 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 A. Precision. 2100 Series, 630 finish. 1. Power supplies for electrified exit devices: Precision ELR with battery backup BT -150- 07. 2. Power transfer for electrified exit devices: Von Duprin EPT -10. B. Cylinders with interchangeable core to match mortise locksets. Trim style to match mortise locksets. C. Removable Mullion: Precision 822 mullion with KR822 lockable mullion cap and MB822 base plate. 2.18 CLOSERS A. Manufacturer: LCN. 1. LCN 4041 CUSH or EDA on exterior 689 2. 4041 CUSH or EDA on interior out swing openings 689 3. 4041 REG on interior inswing openings 689 4. Fumish with SNB B. Provide drop plates where required for installation on narrow top rails. 2.19 GASKETS AND SWEEPS A. Manufacturer: PEMKO. B. 290AS (at head and jambs —surface mount) C. 18100CP (at sill on door — surface mount) 2.20 DRIP CAP A. Manufacturer: PEMKO. B. 346 C (4" wider than door width) 2.21 THRESHOLD A. Manufacturer: PEMKO. B. Extruded aluminum, saddle style, 5" x'A ", Pemko 271A. 2.22 AUTOMATIC DOOR BOTTOM A. Manufacturer: PEMKO. B. 4301 CPKL. 2.23 ACOUSTICAL SEAL Door Hardware 08 7100 - 9 i KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 A. Manufacturer: PEMKO. B. 379CR adjustable door seal at head and jambs 2.24 HINGE GUARDS A. Fingershield Safety, Inc, Ponte Vedra Beach, Florida B. Provide push -side hinge guard # 83PUSH and pull -side hinge guard # 83 PULL at all doors scheduled to receive hinge guards. Field cut to length for non - standard height doors. Color as selected by Architect from manufacture's standard. 2.25 KEY VAULT A. Knox 3200 Series key vault, hinged door, with Recessed Mounting Kit. Key to Tukwila Fire Department standard. No Substitutions. Provide (1) mounted in exterior wall, centered under fire alarm horn/strobe. 2.26 PLAN/KEY CABINET A. Knox 1305 Cabinet, 5 inch deep, hinged door, duel key. Key to Tukwila Fire Department standard. No Substitutions. Provide (1) surface mounted inside building, location a directed by Architect and Fire Marshal. 2.27 KEYING A. All lockset and cylinder cores for this project shall be keyed to the existing grandmaster system. 1. Provide steel construction cores and keys during the construction period. 2. The Finish Hardware Supplier shall meet with the Owner to prepare the permanent keying schedule. 3. The permanent cores and keys (prepared according to the accepted keying schedule) shall be transmitted directly to the Owner, prior to occupancy. The General Contractor shall remove the construction cores and install the permanent cores. All construction cores shall be returned to the finish hardware supplier by the General Contractor. 4. All permanent cores, keys, and uncombinated cores, shall be sent via Registered Mail, Retum Receipt Request to the Owner. 5. Stamp all keys with change designation as directed. 6. Stamp all keys with "Do Not Duplicate ". 7. Fumish: a. One (1) Building Grand Master Key. b. One (1) Control Key. c. Three (3) Master Keys for each master key in keying system. d. Two (2) operating level keys per Lockset or Cylinder. e. Ten (10) Construction Operating Keys and two (2) construction control keys. PART 3 - EXECUTION 3.1 EXAMINATION Door Hardware 10 08 7100 - 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire -rated door assembly construction, wall and floor construction, and other conditions affecting performance. B. Examine roughing -in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames according to ANSI /SDI A250.6. B. Wood Doors: Comply with DHI WDHS.5 "Recommended Hardware Reinforcement Locations for Mineral Core Wood Flush Doors." 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with goveming regulations. 1. Standard Steel Doors and Frames: ANSI /SDI A250.8. 2. Custom Steel Doors and Frames: HMMA 831. 3. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 9 Sections. Do not install surface- mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. C. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided. D. Lock Cylinders: Install construction cores to secure building and areas during construction period. E. Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, above accessible ceilings. Verify location with Architect. 1. Configuration: Provide one power supply for each door opening with electrified door hardware. Door Hardware 11 08 7100 - KING COUNTY HOUSING AUTHORITY Tukwila. Washinaton 700 Building Renovations BID SET October 27, 2011 F. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." G. Stops: Provide wall stops for doors unless other type stops are indicated in door hardware schedule. Where wall stops can not be installed, provide overhead stops. Do not use floor stops. H. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. I. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed. J. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. 3.4 FIELD QUALITY CONTROL A. Independent Architectural Hardware Consultant: Owner will engage a qualified independent Architectural Hardware Consultant to perform inspections and to prepare inspection reports. 1. Independent Architectural Hardware Consultant will inspect door hardware and state in each report whether installed work complies with or deviates from requirements, including whether door hardware is properly installed and adjusted. 3.5 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 1. Spring Hinges: Adjust to achieve positive latching when door is allowed to close freely from an open position of 30 degrees. 2. Electric Strikes: Adjust horizontal and vertical alignment of keeper to properly engage lock bolt. 3. Door Closers: Adjust sweep period to comply with accessibility requirements and requirements of authorities having jurisdiction. B. Occupancy Adjustment: Approximately three months after date of Substantial Completion, Installer's Architectural Hardware Consultant shall examine and readjust each item of door hardware, including adjusting operating forces, as necessary to ensure function of doors, door hardware, and electrified door hardware. 3.6 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure that door hardware is without damage or deterioration at time of Substantial Completion. Door Hardware 12 08 7100 - KING COUNTY HOUSING AUTHORITY 700 Building Renovations 3.7 DEMONSTRATION Tukwila. Washington BID SET October 27, 2011 A. Engage a factory- authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. Refer to Division 1 Section "Demonstration and Training." 3.8 DOOR HARDWARE SCHEDULE HW 01 Each opening shall have: 4 PR HINGES FBB 199 2 AUTOMATIC ENTRANCES 1 REMOVABLE MULLION 2 EXIT DEVICE ELR TS 2103 x 1703C 3 MORTISE CYLINDER 2103LD x 1703C 2 POWER TRANSFER 1 POWER SUPPLY 1 THRESHOLD 2 OVERHEAD STOP 1 SET GASKET HEAD /JAMB 2 SWEEPS 2 PR CONTACTS — BY SECURITY HW Each opening shall have: 4 PR HINGES FBB 168 2 AUTOMATIC ENTRANCES 1 REMOVABLE MULLION 2 EXIT DEVICE ELR TS2103 x 1703C 2 POWER TRANSFER 2103LD x 1703C 1 POWER SUPPLY 2 OVERHEAD STOP 1 SET GASKET HEAD /JAMB HW 03 Each opening shall have: 2 PR HINGES FBB 199 1 CLOSER 1 OVERHEAD STOP 1 ELECTRIC STRIKE 1 EXIT DEVICE 2103LD x 1703C 1 SET GASKETS HEAD /JAMB 1 THRESHOLD 1 SWEEP 1 MORTISE CYLINDER 1 PR CONTACTS BY SECURITY Door Hardware 13 08 7100 - KING COUNTY HOUSING AUTHORITY 700 Building Renovations HW 03 A Each onenina shall have: Tukwila. Washington BID SET October 27, 2011 2 PR HINGES FBB 199 1 CLOSER 1 OVERHEAD STOP 1 AUTOMATIC ENTRANCE FUNCTION D 1 POWER SUPPLY 2103CD x 1703C 1 ELECTRIC STRIKE EXISTING 1 EXIT DEVICE 2103LD x 1703C 1 SET GASKETS HEAD /JAMB 1 THRESHOLD 1 SWEEP 1 MORTISE CYLINDER 1 PR CONTACTS BY SECURITY HW04 Each opening shall have: 4 PR HINGES FBB 199 1 REMOVABLE MULLION 2 CLOSER 1 ELECTRIC STRIKE FUNCTION D 2 OVERHEAD STOP 2103CD x 1703C 2 EXIT DEVICE EXISTING 1 SET GASKETS HEAD /JAMB 1 THRESHOLD 2 SWEEP 3 MORTISE CYLINDER 2 PR CONTACT BY SECURITY HW 05 Each ooenina shall have: 1 1h PR HINGES FBB 199 1 CLOSER 1 OVERHEAD STOP 1 MORTISE LOCKSET FUNCTION D 1 SET GASKETS HEAD /JAMB 1 THRESHOLD EXISTING 1 SWEEP 1 MORTISE CYLINDER 1 ELECTRIC STRIKE 1 PR CONTACT BY SECURITY Door Hardware 14 08 7100 - KING COUNTY HOUSING AUTHORITY 700 Building Renovations HW 06 Each opening shall have: Tukwila. Washington BID SET October 27, 2011 1 1/2 PR HINGES FBB 199 1 CLOSER FUNCTION A 1 OVERHEAD STOP 1 EXIT DEVICE NO PULL ON EXTERIOR 1 SET GASKETS HEAD /JAMB 1 THRESHOLD EXISTING 1 SWEEP HW 07 Each opening shall have: 1 1/2 PR HINGES 1 LOCKSET 1 CYLINDER 1 WALL STOP 3 SILENCERS FBB 168 FUNCTION A HW 07 A Each opening shall have: 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION A 1 CYLINDER 1 AUTOMATIC ENTRANCE 1 POWER SUPPLY 1 ELECTRIC STRIKE 1 PR CONTACTS BY SECURITY 1 WALL STOP 3 SILENCERS HW 08 Each opening shall have: 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION N 3 SILENCERS 1 WALL STOP Door Hardware 15 08 7100 - KING COUNTY HOUSING AUTHORITY 700 Building Renovations HW 08 A Each opening shall have: Tukwila. Washington BID SET October 27, 2011 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION N 1 AUTOMATIC ENTRANCE 1 POWER SUPPLY 3 SILENCERS 1 WALL STOP HW 09 Each opening shall have: 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION N 3 SILENCERS 1 FLOOR STOP HW 010 Each opening shall have: 1 1/2 PR HINGES FBB 168 1 MORTISE LOCKSET FUNCTION D 1 MORTISE CYLINDER FUNCTION D 3 SILENCERS 1 WALL STOP 1 PR MANUAL HEAD 1 CLOSER 1 KICKPLATE HW 010A Each opening shall have: 3 PR HINGES FBB 168 1 LOCKSET FUNCTION D 1 CYLINDER FUNCTION D 1 PR MANUAL HEAD / FOOT BOLTS 1 ELECTRIC STRIKE 1 PR MANUAL HEAD 4 SILENCERS 2 WALL STOP 1 PR CONTACT BY SECURITY 2 WALL STOP HW 011 Each opening shall have: 3 PR HINGES FBB 168 1 LOCKSET FUNCTION D 1 CYLINDER 1 PR MANUAL HEAD / FOOT BOLTS 4 SILENCERS 2 WALL STOP 2 KICKPLATE Door Hardware 16 08 7100 - KING COUNTY HOUSING AUTHORITY 700 Building Renovations HW 012 Each opening shall have: Tukwila. Washington BID SET October 27, 2011 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION L 1 SET ACOUSTICAL SEALS HEAD /JAMB 1 AUTOMATIC DOOR BOTTOM 1 WALL STOP 1 CLOSER 1 KICKPLATE HWO13 Each opening shall have: 1 1/2 PR HINGES FBB 168 1 SET PUSH/PULL FUNCTION A 3 SILENCER 1 OVERHEAD STOP 1 AUTOMATIC ENTRANCE 1 POWER TRANSFER 1 POWER SUPPLY 1 KICKPLATE HW 014 Each opening shall have: 1 1/2 PR HINGES FBB 168 1 SET PUSH/PULL 3 SILENCERS 1 CLOSER 1 WALL STOP 1 KICKPLATE HW 015, Each opening shall have: 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION L 1 CYLINDER 3 SILENCERS 1 WALL STOP HW 016 Each opening shall have: 3 PR HINGES FBB 179 1 MORTISE LOCKSET FUNCTION A 1 MORTISE CYLINDER 2 WALL STOP 1 SET ACOUSTICAL SEALS HEAD /JAMB 2 AUTOMATIC DOOR BOTTOMS 1 PAIR MANUAL HEAD /FOOT BOLTS Door Hardware 17 08 7100 - KING COUNTY HOUSING AUTHORITY 700 Building Renovations HW 017 Each opening shall have: Tukwila, Washington BID SET October 27, 2011 1 PR HINGES FBB 168 1 MORTISE LOCKSET FUNCTION N 2 SILENCERS 1 WALL STOP 1 SET HINGE GUARDS HW 018 Each opening shall have: 1 PR HINGES FBB 168 1 MORTISE LOCKSET FUNCTION N WITH NO OUTSIDE TRIM 1 WALL STOP 1 SET HINGEGUARDS J-IW 19 Each opening shall have: 1 1/2 PR HINGES FBB 168 1 LOCKSET FUNCTION A 1 CYLINDER 1 ELECTRIC STRIKE 1 WALL STOP 3 SILENCERS END OF SECTION 08 7100 Door Hardware 18 08 7100 - KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations Addendum #02, November 14, 2011 SECTION 08 4200 - AUTOMATIC OPERATORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes automatic operators for side - swinging aluminum entrances. B. Related Sections include the following: 1. Division 8 Section "Aluminum- Framed Entrances and Storefronts" for doors to receive automatic operators. 2. Division 8 Section "Door Hardware" for hardware to the extent not specified in this Section. 3. Division 16 Sections for electrical connections including conduit and wiring for entrances with automatic operators. 1.3 DEFINITIONS A. Activation Device: Device that, when actuated, sends an electrical signal to the door operator to open the door. B. Safety Device: Device that prevents a door from opening or closing. 1.4 PERFORMANCE REQUIREMENTS A. Thermal Movements: Provide automatic operators that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. B. Operating Range: Minus 20 deg F to 130 deg F. C. Opening -Force Requirements: 1. Low - Energy Power - Operated Egress Doors: Not more than 30 Ibf required to manually set door in motion if power fails, and not more than 15 Ibf required to open door to minimum required width. 2. Accessible Interior Doors: Not more than 5 Ibf. D. Closing -Force Requirements: Automatic Operators 08 4200 -1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations Addendum #02, November 14, 2011 1. Low - Energy Power - Operated Doors: Not more than 15 Ibf required to prevent door from closing. 1.5 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for automatic operators. B. Shop Drawings: Include plans, elevations, sections, details, hardware mounting heights, and attachments to other work. 1. Wiring Diagrams: Power, signal, and control wiring. 2. Include hardware schedule and indicate operating hardware types, functions, quantities, and locations. C. Maintenance Data: For door operators and control systems to include in maintenance manuals. D. Warranty: Special warranty specified in this Section. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation and maintenance of units required for this Project. B. Source Limitations: Obtain automatic operators through one source from a single manufacturer. C. Product Options: Drawings indicate sizes, profiles, and dimensional requirements of automatic operator and entrance door assemblies and are based on the specific system indicated. Refer to Division 1 Section "Product Requirements." 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review. D. Low - Energy Power - Operated Door Standard: BHMA A156.19. E. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. F. Emergency -Exit Door Requirements: Comply with requirements of authorities having jurisdiction for automatic operator doors serving as a required means of egress. 1.7 PROJECT CONDITIONS A. Field Measurements: Verify openings to receive automatic operators on entrance door assemblies by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating automatic entrance door assemblies without field measurements. Coordinate construction to ensure that actual opening dimensions correspond to established dimensions. Automatic Operators 08 4200 - 2 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations Addendum #02, November 14, 2011 1.8 COORDINATION A. Templates: Obtain and distribute, to the parties involved, templates for doors, frames, and other work specified to be factory prepared for installing automatic operators. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing automatic operators on entrance doors to comply with indicated requirements. B. Coordinate hardware with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish. Coordinate hardware for automatic operators with hardware required for the rest of Project. C. Electrical System Roughing -in: Coordinate layout and installation of automatic operators and entrance door assemblies with connections to power supplies. 1.9 WARRANTY 1. Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes fail within specified warranty period. 1.10 MAINTENANCE SERVICE A. Initial Maintenance Service: Beginning at Substantial Completion, provide 12 months' full maintenance by skilled employees of automatic entrances Installer. Include quarterly preventive maintenance, repair or replacement of wom or defective components, lubrication, cleaning, and adjusting as required for proper automatic entrances assembly operation at rated speed and capacity. Provide parts and supplies same as those used in the manufacture and installation of original equipment. 1. Engage a certified inspector to perform safety inspection after each adjustment or repair, and at end of maintenance period. Submit completed inspection form to Owner. 2. Perform maintenance, including emergency callback service, during normal working hours. 3. Include 24 -hour- per -day, 7 -day- per -week emergency callback service. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Horton Automatics, Eays - Access 7000 Series, surface applied... C1884 motion sensor interior, C1829 Presence Detector outswing side 2.2 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. 2. Sheet and Plate: ASTM B 209. 3. Welding Rods and Bare Electrodes: AWS A5.10/A5.10M. Automatic Operators 08 4200 - 3 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations Addendum #02, November 14, 2011 B. Sealants and Joint Fillers: Refer to Division 7 Section "Joint Sealants." C. Bituminous Paint: Cold - applied, asphalt- mastic paint complying with SSPC -Paint 12 requirements, except containing no asbestos; formulated for 30 -mil thickness per coat. 2.3 DOOR OPERATORS A. General: Provide low- energy door operators of size recommended by manufacturer for door size, weight, and movement; for condition of exposure; and for long -term, maintenance-free operation under normal traffic load for type of occupancy indicated. 1. Door Operator Performance: Provide door operators that will open and close doors and maintain them in fully dosed position when subjected to Project's design wind pressures. B. Electromechanical Operators: Self- contained overhead unit powered by fractional - horsepower, permanent- magnet dc motor; with dosing speed controlled mechanically by gear train and dynamically by braking action of electric motor; with solid -state microprocessor controller; UL 325; and with manual operation including spring closing with power off. 1. Operation: Power opening and spring closing. 2. Features: a. Adjustable opening and dosing speeds. b. Adjustable backcheck and latching. c. Adjustable hold -open time between 0 and 30 seconds. d. Obstruction recyde. e. Automatic door re -open if stopped while closing. f. On- off /hold -open switch to control electric power to operator. 3. Mounting: Overhead surface mounted to storefront framing. Provide mounting plates and brackets to support operator from storefront. Extruded aluminum case. 4. Provide full width header. 2.4 ACTIVATION AND SAFETY DEVICES A. Combination Motion/Presence Detectors: Self- contained units; consisting of both motion and presence detectors in a single metal or plastic housing; adjustable to provide detection field sizes and functions required by BHMA A156.10. 1. Motion Detector: K- band - frequency, microwave - scanner units; with relay hold time of not less than 2 to 10 seconds. a. Provide capability for switching between bi- directional and uni -directional detection. b. Provide activation and safety devices on both sides of all doors with automatic operators. 2. Presence Detector: Infrared - scanner units; with relay hold time of not less than 2 to 10 seconds. Detectors shall remain active at all times. B. Electrical Interlocks: Unless units are equipped with self - protecting devices or circuits, provide electrical interlocks to prevent activation of operator when door is locked, latched, or bolted. Automatic Operators 08 4200 - 4 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations Addendum #02, November 14, 2011 1. Provide auxiliary contacts for interlock with access control system and with electrified exit devices. C. Caution Sign: BHMA A156.10; 6 inches in diameter, with minimum 1/2 -inch- high, black lettering on a yellow background with the words "CAUTION AUTOMATIC DOOR." 2.5 ALUMINUM FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. C. Class II, Clear Anodic Finish: AA- M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II, clear coating 0.010 mm or thicker) complying with AAMA 611. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances, header support, and other conditions affecting performance of automatic operators on entrance doors. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Do not install damaged components. Fit frame joints to produce hairline joints free of burrs and distortion. Rigidly secure non - movement joints. Seal joints watertight. 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. B. Door Operators: Connect door operators to electrical power distribution system as specified in Division 16 Sections. C. Activation and Safety Devices: Adjust devices to provide detection field and functions indicated. D. Signage: Provide caution signs on each automatic entrance door, visible from both sides of door. Mount caution signs and signs indicated below with centerline 58 inches above finished floor. 1. Swinging Doors: Provide arrow sign visible to approach side of each door. Automatic Operators 08 4200 - 5 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations Addendum #02, November 14, 2011 3.3 ADJUSTING A. Adjust door operators, controls, and hardware for smooth and safe operation, for weathertight closure, and complying with requirements in BHMA A156.19 for low- energy power - operated doors. B. Lubricate operating hardware and other moving parts. C. Readjust door operators and controls after repeated operation of completed installation equivalent to 3 days' use by normal traffic (100 to 300 cycles). Lubricate hardware, operating equipment, and other moving parts. D. Occupancy Adjustment: When requested within 12 months of date of Substantial Completion, provide on -site assistance in adjusting system to suit actual occupied conditions. Provide up to 3 visits to Project outside normal occupancy hours for this purpose. 3.4 DEMONSTRATION A. Engage a certified inspector to train Owner's maintenance personnel to adjust, operate, and maintain automatic entrance doors and door operators. Refer to Division 1 Section " Demonstration and Training." END OF SECTION 08 4200 Automatic Operators 08 4200 - 6 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 SECTION 095123 - ACOUSTICAL TILE CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes acoustical tiles for ceilings and the following: 1. Concealed suspension systems. B. Products furnished, but not installed under this Section, include anchors, clips, and other ceiling attachment devices to be cast in concrete at ceilings. 1.3 DEFINITIONS A. AC: Articulation Class. B. CAC: Ceiling Attenuation Class. C. LR: Light - Reflectance coefficient. D. NRC: Noise Reduction Coefficient. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Ceiling suspension system members. 2. Method of attaching hangers to building structure. a. Fumish layouts for cast -in -place anchors, clips, and other ceiling attachment devices whose installation is specified in other Sections. 3. Size and location of initial access modules for acoustical tile. 4. Ceiling - mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers, skylights, and special moldings. 5. Minimum Drawing Scale: 1/8 inch = 1 foot. C. Samples for Initial Selection: For components with factory- applied color finishes. D. Samples of verification: Provide 1 sample of ceiling tiles specified. ACOUSTICAL TILE CEILINGS 095123- 1 KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 E. Qualification Data: For testing agency. F. Maintenance Data: For finishes to include in maintenance manuals. 1.5 QUALITY ASSURANCE A. Acoustical Testing Agency Qualifications: An independent testing laboratory, or an NVLAP- accredited laboratory, with the experience and capability to conduct the testing indicated. NVLAP - accredited laboratories must document accreditation, based on a "Certificate of Accreditation" and a "Scope of Accreditation" listing the test methods specified. B. Source Limitations: 1. Acoustical Ceiling Tile: Obtain each type through one source from a single manufacturer. 2. Suspension System: Obtain each type through one source from a single manufacturer. C. Source Limitations: Obtain each type of acoustical ceiling tile and supporting suspension system through one source from a single manufacturer. D. Fire - Test - Response Characteristics: Provide acoustical tile ceilings that comply with the following requirements: 1. Surface - Burning Characteristics: Provide acoustical tiles with the following surface- burning characteristics complying with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84: a. Smoke - Developed Index: 450 or less. E. Seismic Standard: Provide acoustical tile ceilings designed and installed to withstand the effects of earthquake motions according to the following: 1. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA's "Guidelines for Seismic Restraint of Direct -Hung Suspended Ceiling Assemblies -- Seismic Zones 3 & 4." 2. ASCE 7, "Minimum Design Loads for Buildings and Other Structures" : Section 9, "Earthquake Loads." 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical tiles, suspension system components, and accessories to Project site in original, unopened packages and store them in a fully enclosed, conditioned space where they will be protected against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and other causes. B. Before installing acoustical tiles, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical tiles carefully to avoid chipping edges or damaging units in any way. 1.7 PROJECT CONDITIONS ACOUSTICAL TILE CEILINGS 095123- 2 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 A. Environmental Limitations: Do not install acoustical tile ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1. Pressurized Plenums: Operate ventilation system for not less than 48 hours before beginning acoustical tile ceiling installation. 1.8 COORDINATION A. Coordinate layout and installation of acoustical tiles and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire - suppression system, and partition assemblies. 1.9 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Acoustical Ceiling Units: Full-size tiles equal to 2.0 percent of quantity installed. 2. Suspension System Components: Quantity of each concealed grid and exposed component equal to 2.0 percent of quantity installed. PART 2 - PRODUCTS 2.1 ACOUSTICAL SUSPENSION SYSTEM MATERIALS A. Grid: ASTM C636, intermediate duty exposed T; components die cut and interlocking. B. Grid Materials: Commercial quality cold rolled steel with galvanized coating. C. Grid Finish: Match panel color. D. Support Channels and Hangers: Size and type to suit application and seismic requirements. E. Hold down clips: Manufacturer's standard. F. Manufacturer and Products 1. USG DX 15/16 ", or equal by Armstrong or Celotex. 2.2 ACOUSTICAL TILES FOR ACOUSTICAL TILE CEILING A. Acoustical Ceiling Tile (ACT) 1. Product: Armstrong Fine Fissured Second Look, or approved equal. 2. Size: 24" x 48" x3/4" 3. Sag Resistance: HumiGuard Plus 4. Fire Resistance: Class A 5. Color: White 2.3 METAL SUSPENSION SYSTEMS, GENERAL A. Metal Suspension System Standard: Provide manufacturer's standard metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C 635. ACOUSTICAL TILE CEILINGS 095123- 3 • KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 B. Finishes and Colors, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory- applied finish for type of system indicated. C. Attachment Devices: Size for five times the design Toad indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements. D. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 1. Zinc - Coated, Carbon -Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper. 2. Size: Select wire diameter so its stress at 3 times hanger design Toad (ASTM C 635, Table 1, "Direct Hung ") will be less than yield stress of wire, but provide not less than 0.106 -inch diameter wire. E. Seismic Struts: Manufacturer's standard compression struts designed to accommodate lateral forces. 2.4 METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE CEILING A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Armstrong World Industries, Inc.; 2. USG Interiors, Inc.;. B. Direct -Hung, Double -Web Suspension System: Main and cross runners roll formed from and capped with cold - rolled steel sheet, prepainted, electrolytically zinc coated, or hot -dip galvanized according to ASTM A 653/A 653M, G30 (Z90) coating designation. 1. Structural Classification: Heavy -duty system. 2. Access: Upward and end pivoted, with initial access openings of size indicated below and located throughout ceiling within each module formed by main and cross runners, with additional access available by progressively removing remaining acoustical tiles. 2.5 METAL EDGE MOLDINGS AND TRIM A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Armstrong World Industries, Inc.; 2. Chicago Metallic Corporation; 3. Fry Reglet Corporation; 4. USG Interiors, Inc.; B. Roll- Formed, Sheet -Metal Edge Moldings and Trim: Shadow Molding profile, formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension system runners. 1. Provide manufacturer's standard edge moldings that fit acoustical tile edge details and suspension systems indicated and that match width and configuration of exposed runners, unless otherwise indicated. ACOUSTICAL TILE CEILINGS 095123- 4 I 1 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 2. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. 2.6 ACOUSTICAL SEALANT A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Acoustical Sealant for Exposed and Concealed Joints: a. Pecora Corporation; AC-20 FTR Acoustical and Insulation Sealant. b. USG Corporation; SHEETROCK Acoustical Sealant. B. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable, nonstaining latex sealantcomplying with ASTM C 834 and effective in reducing airbome sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, including structural framing and substrates to which acoustical tile ceilings attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical tile ceilings. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Measure each ceiling area and establish layout of acoustical tiles to balance border widths at opposite edges of each ceiling. Avoid using Tess -than- half -width tiles at borders, and comply with layout shown on reflected ceiling plans. 3.3 INSTALLATION, SUSPENDED ACOUSTICAL TILE CEILINGS A. General: Install acoustical tile ceilings to comply with ASTM C 636 and seismic design requirements indicated, per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard ACOUSTICAL TILE CEILINGS 095123- 5 1 ti KING COUNTY HOUSING AUTHORITY Tukwila, Washington 700 Building Renovations BID SET October 27, 2011 suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. 4. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight tums. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure and appropriate for substrate and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 5. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangers to cast -in -place hanger inserts, postinstalled mechanical or adhesive anchors, or power- actuated fasteners that extend through forms into concrete. 6. When steel framing does not permit installation of hanger wires at spacing required, install carrying channels or other supplemental support for attachment of hanger wires. 7. Do not attach hangers to steel deck tabs. 8. Do not attach hangers to steel roof deck. Attach hangers to structural members. 9. Space hangers not more than 48 inches o.c. along each member supported directly from hangers, unless otherwise indicated; provide hangers not more than 8 inches from ends of each member. 10. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangers, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast -in -place or postinstalled anchors. D. Install edge moldings and trim of type indicated at perimeter of acoustical tile ceiling area and where necessary to conceal edges of acoustical tiles. 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet. Miter corners accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim. E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. F. Arrange directionally patterned acoustical tiles as follows: 1. As indicated on reflected ceiling plans. G. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension system flanges into kerfed edges so tile -to -tile joints are closed by double lap of material. 1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile for accurate fit at borders and around penetrations through tile. 2. Hold tile field in compression by inserting leaf -type, spring -steel spacers between tile and moldings, spaced 12 inches o.c. 3.4 CLEANING A. Clean exposed surfaces of acoustical tile ceilings, including trim and edge moldings. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. ACOUSTICAL TILE CEILINGS 095123- 6 4 „ 4 KING COUNTY HOUSING AUTHORITY Tukwila. Washington 700 Building Renovations BID SET October 27, 2011 Remove and replace tiles and other ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 095123 ACOUSTICAL TILE CEILINGS 095123- 7 FILE COPY Primm3t BOO. COUGHLUNPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Structural Calculations for the King County Housing Authority Central Office Annex Ti Rice Fergus Miller, Architecture & Planning October 13, 2011 S110134 -01 Prepared by: MAA ETL JAP DPI- 3L10 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITC TER COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING King County Housing Authority Central Office Annex TI Structural Calculations Table of Contents :SECTION :: `.` .: ;:v ` : PREFIX Entry Vestibule Design EV 1 to EV 15 Wall Out -of -Plan WP 1 to WP 12 Misc. Component Design MC 1 to MC 17 Lateral Evaluation LE 1 to LE 13 W o a COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING isItA41 PAS at' n J . 0� w x0• AO '. , 1, 04, ij . " • 0E5 Of . {nod ,R-vq DL- -t5 vs 5.4. _ el.S P xP- 4 j H /bt 5- IE i 4 T?/.ENi / c tet.3 134.,u 13ti w/ sIC4 ( Side. -plait --� r► c f.13 6, Gzs)Ctz) z = yak k tvk = k-F+ M = 2f3. 3 }- 1b \ = M '4 > 31 • 4-2, ✓ - bN 1-0 T5 LOP J7v 120. = 'izl Ls 1-S) loZS %'& yivs 74-.8 V to^ Project: Project No. to 4- Client Designed By r,n_ Date: Checked By: Sheet 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 • 3 1' t COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 133 TRIB= — = I.o�o� } �• 43 S = 2.Sk. Mmax. =le�� 1- (Ol 1 to L -Lt° = 1a" EI /req,'d. =1125x1oe 101716 ' = E Vreci'd. = ALL = A DL = G = • ti-. Rx = V ®d= (&)(15-r Ai4 cove/ no AJ L TRIB = — W= • M max. = 31- 13k -1+ ( 'L) capes ;iv, 1 %.3 -3 le- Rx = -`$ t` (5.0 V ®d= L/2-1-to = a.e." E l /reci'd. = 11366y i 06 a,2. t6 L/t Bb =-1.0"+" E l /reci'd. ►1:ei) ALL = • (t.3) 6% 5'/6 ApL =G= L= — TRIB = — = M max. = 1okt, -ta ��P-�•- Rx = .0/ �c V ®d ��I wi•- L� = 0,0 El /reci'd. = Ig/ hoo L/e, = o. el" E I /req,'d.. = mi I o u A LL = �+ - -31.17 a i1 1i 3s'� "1.1. 4 . w' 31.0 ' ! • ODL =G= Project: K,. Project No. ten---- 1-7 c�l�+ Designed By: C•L Date t ° 15 ►1 Client: Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P:206/343-0460 • F:206/343 -5691 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION L= 30 TRIB = — IN= M max. = q3 .S1- k-Pt- Rx = V @d= I•,�te�o = 2" El /req'd. = 3-aa0 x/o'•HZ •I(, L� = E I /req'd. = 0 LL 6Sk (,•S14- (N1 Ex 4L0exW/ IX 1?1' (E,,,USnAry coma /De..+) L= TRIB L. — IN= _ M max. = t k -Ft Ala t. a catac.F 141.6 Rx = • 3.a.7• VIVO,/ ilreSf D I C ✓ V ®mod = An Leo t /'s 10 lIN L i 1.1 1 u 4 0 `In 4 � �� Ito 8'is �'V 4 211 3 ?I 94 3 4 ?,S 3b S. .�¢ 11 , f 34 4 = b•33 E I /req'd. = b, a }S (No) ) am" E I /req'd. = (aaye 0 LL &c- Qt. S /,,czzkz • ODL =G= L= TRIB 1.k W- .S 't M max. = Rx a qtv V @ d = = O It L� = E I /req'd.. • OLL= kiss 5 X5x' iK �DL =G= Project: Project No. 11 Designed By: _ Date Lois/ i 1 Client: Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P:208/343 -0460 • F:208/343 -5691 51- 5 tc,i-or‘ -FY-4 Gravity Beam Design RAM SBeam v4.0 B9 Licensed to: RAM International 10/12/11 13:09:24 STEEL CODE: AISC360 -05 LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (18.00,0.00) Beam Size (User Selected) = W10X12 Total Beam Length (ft) = 18.00 Mp (kip -ft) = 52.50 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.105 0.175 18.000 0.105 0.175 Fy = 50.0 ksi SHEAR (Ultimate): Max Vu (1.2DL +1.6LL) = 3.65 kips 1.00Vn = 56.26 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max + 1.2DL +1.6LL 16.4 9.0 0.0 1.00 0.90 46.90 Controlling 1.2DL +1.6LL 16.4 9.0 0.0 1.00 0.90 46.90 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Left Right 0.94 0.94 1.57 1.57 3.65 3.65 Dead load (in) at 9.00 ft = -0.159 L/D = 1359 Live load (in) at 9.00 ft = -0.265 L/D = 815 Net Total load (in) at 9.00 ft = -0.424 L/D = 510 Fv- g Gravity Beam Design RAM SBeam v4.0 B10 Licensed to: RAM International 10/12/11 13:11:25 STEEL CODE: AISC360 -05 LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (10.50,0.00) Beam Size (User Selected) = W8X13 Total Beam Length (ft) = 10.50 Cantilever on right (ft) = 3.50 Mp (kip -ft) = 47.50 Top flange braced by decking. POINT LOADS (kips): Fy = 50.0 ksi Flange Bracing Dist (ft) DL LL Top Bottom 10.500 0.24 0.40 No No SHEAR (Ultimate): Max Vu (1.2DL +1.6LL) = 0.93 kips 1.00Vn = 55.13 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max - 1.2DL +1.6LL -3.2 7.0 7.0 1.67 0.90 42.75 Right Max - 1.2DL +1.6LL -3.2 7.0 3.5 1.00 0.90 41.37 Controlling 1.2DL +1.6LL -3.2 7.0 3.5 1.00 0.90 41.37 REACTIONS (kips): DL reaction Max +LL reaction Max -LL reaction Max +total reaction (factored) Max -total reaction Left Right -0.12 0.36 0.00 0.60 -0.20 0.00 -0.17 1.39 -0.46 0.50 DEFLECTIONS: Center span: Dead load (in) at 4.02 ft = 0.004 L/D = 21143 Live load (in) at 4.02 ft = 0.007 L/D = 12686 Net Total load (in) at 4.02 ft = 0.011 L/D = 7929 Right cantilever: Dead load (in) = -0.015 L/D = 5425 Pos Live load (in) = -0.026 L/D = 3255 Pos Total load (in) _ -0.041 L/D = 2034 'Y - Co Gravity Beam Design RAM SBeain v4.0 B11 Licensed to: RAM International 10/12/11 13:12:41 STEEL CODE: AISC360 -05 LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (13.00,0.00) Beam Size (User Selected) = W10X12 Total Beam Length (ft) = 13.00 Mp (kip -ft) = 52.50 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 6.500 0.90 1.50 No No Fy = 50.0 ksi SHEAR (Ultimate): Max Vu (1.2DL +1.6LL) = 1.74 kips 1.00Vn = 56.26 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max + 1.2DL +1.6LL 11.3 6.5 0.0 1.00 0.90 46.90 Controlling 1.2DL +1.6LL 11.3 6.5 0.0 1.00 0.90 46.90 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Left Right 0.45 0.45 0.75 0.75 1.74 1.74 Dead load (in) at 6.50 ft = -0.046 L/D = 3419 Live load (in) at 6.50 ft = -0.076 L/D = 2052 Net Total load (in) at 6.50 ft = -0.122 L/D = 1282 4L C4 pccr 'es pOUC'LAS FIR 24F - V3/V4/V8 Fb = F„= E_ Fa = 2400 psi 240 psi 1800 ksi 650 psi b x d (in) (in) Mat (ft-k) = Fb' * S Van (k) = 2/3 * Fv' * b * d El I (in") S (in ") Cve CD = 1.0 = 1.15 = 1.6 Co = 1.0 = 1.15 = 1.6 (1b-in` x 10 °) 5 1/8 x 6 6.15 7.07 9.84 4.92 5.66 7.87 166.05 92.25 30.75 1.00 5 1/8 x 7 1/2 9.61 11.05 15.38 6.15 7.07 9.84 324.32 180.18 48.05 1.00 5 1/8 x 9 13.84 15.91 22.14 7.38 8.49 11.81 560.42 311.34 69.19 1.00 5 1/8 x 10 1/2 18.83 21.66 30.14 8.61 9.90 13.78 889.92 494.40 94.17 1.00 5 1/8 x 12 24.60 28.29 39.36 9.84 11.32 15.74 1,328.40 738.00 123.00 1.00 5 1/8 x 13 1/2 30.92 35.56 49.47 11.07 12.73 17.71 1,891.41 1050.79 155.67 0.99 5 1/8 x 15 37.77 43.44 60.44 12.30 14.15 19.68 2,594.53 1441.41 192.19 0.98 5 1/8 x 16 1/2 43.47 49.99 69.56 13.53 15.56 21.65 3,453.32 1918.51 232.55 0.93 5 1/8 x 18 51.29 58.98 82.06 14.76 16.97 23.62 4,483.35 2490.75 276.75 0.93 5 1/8 x 19 1/2 59.71 68.67 95.54 15.99 18.39 25.58 5,700.19 3166.77 324.80 0.92 5 1/8 x 21 68.74 79.05 109.99 17.22 19.80 27.55 7,119.39 3955.22 376.69 0.91 5 1/8 x 22 1/2 78.37 90.12 125.39 18.45 21.22 29.52 8,756.54 4864.75 432.42 0.91 5 1/8 x 24 88.59 101.88 141.75 19.68 22.63 31.49 10,627.20 5904.00 492.00 0.90 5 1/8 x 25 1/2 96.59 111.08 154.54 20.91 24.05 33.46 12,746.93 7081.63 555.42 0.87 5 1/8 x 27 107.67 123.82 172.27 22.14 25.46 35.42 15,131.31 8406.28 622.69 0.86 5 1/8 x 28 1/2 119.32 137.22 190.91 23.37 26.88 37.39 17,795.89 9886.61 693.80 0.86 5 1/8 x 30 131.53 151.26 210.45 24.60 28.29 39.36 20,756.25 11531.25 768.75 0.86 5 1/8 x 31 1/2 144.31 165.96 230.90 25.83 29.70 41.33 24,027.95 13348.86 847.55 0.85 5 1/8 x 33 154.17 177.29 246.67 27.06 31.12 43.30 27,626.57 15348.09 930.19 0.83 5 1/8 x 34 1/2 167.75 192.92 268.41 28.29 32.53 45.26 31,567.66 17537.59 1016.67 0.83 5 1/8 x 36 1 181.88 209.16 291.01 29.52 33.95 47.231 35,866.80 19926.00 1107.00 0.82 0The preceding table assumes the following values. Refer to NDS 5.3.6 to determine actual Cv. Cv = (21 /L)'rx (12 /d)'rx (5.125/b)"x 51.0 1.0 x= 10 L <_ 20' for depths up to 15" 20' S L <_ 30' for depths up to 24" 30'5L540' for depths upto31W 40' s L 5 50' for depths up to 36" bFor non - prismatic members, notched members (NDS 3.4.3.2), members subject to impact or cyclic loading, or shear design of bending members at connections (NDS 3.4.3.3), the design value for shear shall be multiplied by a factor of 0.8 (190 psi). For the determination of radial tension design values (NDS 5.2.2), the design value for shear shall be multiplie by a factor of 0.7 for DF -L (170 psi) and SP or by 0.8 (190 psi) for all other species. Page 1 �"g Dc- tdL/ri f'1 640.14-/ 7765 Allowable Stresses for Glued Laminated Timber Members in Existing Buildings, Douglas -fir, coast Stress-Grade Combination 5 10 11 Source of Stress Value 1958 UBC AITC GLVD 1958 UBC AITC GLDV 1958 UBC AITC GLDV Bending about X -X Axis Fbx *2,600 1,800 *2,600 *2,400 2,600 1,800 Fc prep z tension face 415 560 415 560 415 560 Fc perp x compression face 415 560 415 560 415 560 Fvx impact & cyclic loads 165 190 165 190 165 190 Fvx all other loads 165 240 165 240 165 190 Fvx want both sides Ex Modulus of Elasticity 1,800,000 1,800,000 1,800,000 1,800,000 1,800,000 1,800,000 Bending about Y -Y Axis 1,650 1,550 1,550 Fby 2,150 1,950 1,750 Fc perp y 560 560 560 Fvy impact & cyclic loads 165 165 165 Fvy all other loads 210 210 210 Fvy multiple width- impact & cyclic loads 70 70 70 Fvy multiple width -all other loads 90 90 90 Ex Modulus of Elasticity 1,700,000 1,700,000 1,600,00 Axially Loaded 1,600 1,150 • 1,600 1,100 1,600 1,050 Ft tension parallel 2,800 1,400 *2,200 1,300 2,400 1,100 Fc compresseion parallel *2,200 2,100 "1,900 1,950 2,000 1,550 E axial- Modulus of Elasticity 1,800,000 1,900,000 1,800,000 1,900,000 1,800,000 1,900,000 End Grain Bearing 2,460 2,480 2,460 Fg full bearing 2,360 2,360 2,360 Fg partial bearing 2,360 2,360 2,360 Radial Strength 55 15 55 15 55 15 Frt tension 55 15 55 15 55 15 Frt wind & seismic 55 55 55 55 55 55 Frc Radial Compression 415 560 415 560 415 560 *Add 200 PSI for 15 or more laminations **Add 100 PSI for 15 or more laminations Table 1 Allowable Stresses for Glued Laminated Timber Members in Existing Buildings, Douglas -far, coast Stress -Grade Combination A B C Source of Stress Value 1964 UBC AITC GLVD 1964 UBC AITC GLDV 1964 UBC AITC GLDV Bending about X -X Axis Fbx 2,600 1,800 (2,400") 1,800 2,200 1,600 Fc prep tension face 450 650 451/ 650 450 650 Pc pup compression face 450 •• 650 450 650 450 650 Pvx impact & cycic loads 165 190 165 190 165 190 Pvx all otter loads ' 165 240 165 240 165 240 Fvx wane Modulus of Elasticity 1,800,000 1,800,000 1,800,000 1,800.000 1,800,000 1,700,000 Bending about Y -Y Axis ltby 1,650 1,550 1,550 Fc perp y 560 560 560 Fvy impact & cydic loads 165 165 165 Fvy all ocher loads 210 210 210 Pvy multiple width -impact & cyclic loads 70 70 70 Fvy multiple width -all other loads 90 90 90 Modulus of Elasticity 1,700,000 1,600,000 1,600,00 Axially Loaded Ft tension parallel 1,600 1,150 • 1,600 1,100 1,600 1,050 Fc compresseion parallel 1,500 1,700 1,500 1,700 1,500 1,600 E axial- Modulus of Elasticity 1,800,000 1,800,000 1,800,000 1,600,000 1,800,000 1.700,000 End Grain Bearing Fg hill bearing 2,460 2,480 2,460 Fg partial bearing 2,360 2,360 2,360 Radial Strength Frt tension 55 15 55 15 55 15 Err wind & seismic 55 55 55 55 55 55 Frc Radial Compression 450 560 450 560 450 560 Tablet STRUCTURE magazine • February 2004 aauamedxa usopal COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING EN- law k) Lo kV% 1-34 I/ 4t L L'# '5 rig 5- 4r- f a,sF 0. N (,4IND) 6iac,e. K-2 =101 1-155 31(3XP 7A)k P: ll(pi . /8)2 (1, AT ; ao o s� p = l3ps,� 12-0 07' vR t.AFT C C --0 X22 -e�� Project IZL\ Lit•-'61 1- I A Project No. Client Designed By: & Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P 206/343 -0460 • F. 206/343 -5691 Date: t9 / 11l Sheet of �v— k 0 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION GI -OOH L TRIB = ►� W = 13( C) - (63p(C- M max. = q.v3 it- e-1- Rx = •I.5'1 V ®d= 'e 13.3w� 4/2.4 V = 0.9 S" E I /req'd. = • L� = E I /req,'d. = A LL OS 6xCT<1 /Li. DL =G= G 1 V+».1- L = ��► TRIB = IS' wkl�- W= (E3 a.11G M max. = Rx = 1 11 bo V @ d = ift,In Nss oq )61 /4.1 L� 6 0o = 0.a8'► E I /req,'d. = L/ = EI /reci'd.= ALL= A PL =G= 42'met = t°t TRIB = t W = t3(°l) = 1TO M max. = S .zo 4 -F�- Rx= I ilt V ®d= ca,rr�_!2•S�r L /a.to = a 95 II E I /rect'd. L/ = E I /req,'d.. = A LL = • 055 `y` WWI • �DL =G= Project: 1{,.n1. (.,•, M� Project No. Client: Designed By: rTL Date Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P:206/343-0460 • F:206/343-5691 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION L =21� TRIB= 31 W= \ ) M max. = S - Rx = 0•7-K V @d= L,ti4v = L /boa = o. 1 Ni e- d ;rcc•+ £.' ' 1$' E I /req'd. _ •*tryd ` 11.3 in 14 se E I /req,'d. t -MI,,Ss 64.ty 3 ° 77.S rw 1 ODL =G= L= TRIB W= M max. = E I /req'd. _ E Vreq'd. _ • • ALL= ApL =G= • L= TRIB = = M max. = Rx= V @d= L/ E I /req'd. _ E I /req'd.. = • • ALL= A PL. =G= Project: Project No. C-An-t HI- Designed By: Date Client: Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P :2061343 -0460 • F:208/343 -5691 2 _ aC 0 Project Project No. Y COUGHLINPORTERLUNDEEN STRUCTURAL - CIVIL • SEISMIC ENGINEERING /J1-12.11 't't4P rin4gM 14- 4,Z•' 57.08 " AJ /22° i S' 0.61" ,,✓ S•e.cdA.ss...� sws = •••t ST'S —0.1'1 t = ,''f b Sol = o. 'el 1.2C Ora di y " s ..n w. Z = 0.25 W = CIA e))CisJ 'L. s T LAS E 'I-e&-1 cc- Gag 2b Pe N•}C' ) =� 14 1- Client: Designed By: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Date: (A/ /'"/ /C'• r Sheet of i Conterminous 48 States 2009 International Building Code Latitude = 47.44918889 Longitude = - 122.25358059999999 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.409 (Ss, Site Class B) 1.0 0.482 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.44918889 Longitude = - 122.25358059999999 Spectral Response Accelerations SMs and SM1 SMs= FaxSsand SM1 = FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 1.409 (SMs, Site Class D) 1.0 0.731 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.44918889 Longitude = - 122.25358059999999 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 0.939 (SDs, Site Class D) 1.0 0.487 (SD1, Site Class D) 1 LAG SCREW DESIGN Lag Screw Diameter(in): Lag Screw Length(in): Material: Angle to Grain(deg): 3/4 Main Member ! Side Member(s . Doug Fir eta Steel Side Member Thickness: Penetration Depth into Main Member (Does not include length of tapered tip): 5.13 Adjustment Factors Rd Single Shear Im 4.00 4154 Is 4.00 4722 I 3.60 1930 IIIm Ct 2232 Ills t r u Cgr�R 3.20 1316 1235 C -aft ° 1 b0 Ceg - Lateral 1.00 Ceg - Withdrawal 1.00 Yield Mode Rd Single Shear Im 4.00 4154 Is 4.00 4722 I 3.60 1930 IIIm 3.20 2232 Ills 3.20 1235 IV 3.20 1316 1235 Lateral Capacity = 1976 Ibs Withdrawal Capacity = 4206 Ibs W -15 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING E -EL -F� 19' 1 �4 I 3147 3-4(2,]— 72 ./ 1 q - 0 1 7te7 (1.0 F- _ 4Q-°M.114 lAfr Qi41> _ -30oWP 2.s- lo/ r 1' 023 aP -Tr I.0 SZ1, =2.s o.3 (g391 Wv. = . 282 WP °I.sr h -15' SP_1,0 r tS.s �4• .1 co = . 1z 14-F z I1- (i).15a IZ Project .� -t A aF Fv_f_ T( Project No. s)In1-9 -•01 Client Designed By Checked By: Date: Sheet (013t2.011 of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 — -- -t-i ---� - -F� 19' 1 �4 I 3147 3-4(2,]— 72 ./ 1 q - 0 1 7te7 (1.0 F- _ 4Q-°M.114 lAfr Qi41> _ -30oWP 2.s- lo/ r 1' 023 aP -Tr I.0 SZ1, =2.s o.3 (g391 Wv. = . 282 WP °I.sr h -15' SP_1,0 r tS.s �4• .1 co = . 1z 14-F z I1- (i).15a IZ Project .� -t A aF Fv_f_ T( Project No. s)In1-9 -•01 Client Designed By Checked By: Date: Sheet (013t2.011 of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING A ‘t4.6,0 (� \ 2 1 - = IA/ 1� 11 rg lo.o Igloo Li— (1 1' + ‘.s� ,01s - . 0°�2 W..�' 'i\ = z 1.fo �0°12�1�r8 . Fp ,„4,-T LS" I, s> �. sr- 4 ,ISO [2.r ` 4 11:-E C. 010 , 1.18°1 ! -49 c"!) c:14-4. 42.E ) .ors — , low 14 M-‘k = 1.G Q10-41.1272„ ` 1•7+` r� rri _ ( 4 Z • )-17: .1 rot • 34-0 - - 1 & - vp-F = - o41 k1-7 .4'5 �a- •SC °�"� \.1v -o '��01oc],3eo op-z k(r Project kc.,(4 -A -n Project No. '6110r 4 -o\ Client Designed By: Checked By: Date: Sheet 1.1 of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 t COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING i 12 X 3.115 / 1 64 12:7 e 1 4, M h - • �r� 2 , c2.. 40 _ . 34` 1' .") 9•o x 4o )1 3.114 -, • S. s 3a 6 12 2" — 4' 1" W- C a = .fao C40T _314" ,3,14 . bolt A-6 1 1.11A 2 ' 1 4 - : 1 5 . ' 3.1 2 4, c -ZO-Th ,2 t.2 >< 4o) S. %vs- - 'yt� (o. gjl i 0/, Project Project No. S1 3 4 - 01 Client Designed By: Date: Checked By: Sheet 10(3'.4If of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 WA"- aC 3 t COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING (%•Zik r.4 LCst I■S-7— S-Ma n snac•-lc \°I.yc/ . gal„ lb. 0121 y siv = 10 " V X 2.I • 2. -"Y„, , 3 c.1-1,4e = oq , �> IR(�z) ,is S o1,5 19; SI774,T = 1S.lo is 4 344 (.9-1 0-0-=75 , 4.33 145.5.S% S% art = I b. o N _ 9 1.f�o i.. 1 43 1,4r, = . 46 24.2. 12 124S: .1S�j J QV) R- = — 3�.T� , m'� `c2 = 2.2 v. cet e1.17) +1do(2.. ) a I6.$� 'C'•► lb. Se:P" ,1�r = l44 to 43, • 2C144") 4 I.0 1 '.S*. Isssxs,11/4 J ak- Project Project No. g'1 tors4 -ol Client: Designed By:1 Checked By: Date: Sheet 1r,C 6F��,pll of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Project Project No. Lion 4-01 Client Checked By: Date: f ca f 1.a ti Sheet [ of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 WI"-5 s z W O z 3 S z 3 S 0 N COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 14..0.1 .eoa_ Itr4-4rt.tst r a12x2o:7• -- A k is 1.1..'Plt -- - # ) i ' 22 S oZ, l+ 10 C 1 S.3 1= 1. 2-E7C 44-(o' ,2Ct.z��+ s.'t.2� = 2.44 G�21). 2-a , 5" 43- S; 1'444 GerL ea -"P-07* 42 Hi" It 2.3. 1.14- X F y A 11.; 1.2 DID .. 4 1. p + . 'L SI. Qser,10 re) rnF.,4v r 7 ex- c 12. [I. s.S 2 cI.2S'S� + . 2 Sli2 = 83 Mix= .836 S 3D (.14) - o = . 09'1. IMF = 13 f'lx .01IL ) 1,0' I G 1111 x '7.a . �' F'i s 6*.t` dP 7 Mh • c3�, ? •� �{ a b. 3 _ r` 11-.1" 1. -44, .< (. o 01` Project Project No. ?i 4 T1 S11v134.41 Client Designed By: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 P: 206/343 -0460 • F. 206/343 -5691 Date: 10/ i2(2 -o 1' Sheet 11 fj of 6.5x90 444 ®(2 in P (kip) 1200 "C ( Pmax)------ ___ ------ -..--- fs =0 — ..... ------- (Pmax) / fs =0 fs =0.5fy • Y -�-x fs =0.5 Code: ACI 318 -08 Units: English Run axis: About X -axis Run option: Investigation Slendemess: Not considered Column type: Structural Bars: ASTM A615 Date: 10/12/1.1 Time: 10:27:45 -1200. 1200 Mx (k -ft) (Pmin) -200 — (Pmin) spColumn v4.60. Licensed to: Coughlin Porter Lundeen, Inc.. License ID: 57425 - 1023813- 4- 23AE1 -1F97B File: \\server51structural\ 2011 \P11CSD- 015\ENG \Concrete \E_Line Header.col Project KCHA Office TI Column: E -Line Head Engineer. JAP fc = 3 ksi fy = 40 ksi Ag = 585 inA2 8 #4 bars Ec = 3122 ksi Es = 29000 ksi As = 1.60 inA2 rho = 0.27% fc = 2.55 ksi Xo = 0.00 in Ix = 394875 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 2059.69 inA4 Beta1 = 0.85 Min clear spacing = 11.50 in Clear cover = N/A Confinement Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 S?RUCTUREPOINT - spColumn v4.60 (TM) Page 2 Licensed to: Coughlin Porter Lundeen, Inc.. License ID: 57425- 1023813- 4- 23AE1 -1F97B 10/12/11 \ \server5 \structural\ 2011 \P11CSD - 015 \ENG \Concrete \E Line Header.col 10:25 AM General Information: File Name: \ \server5 \structural \_2011 \P11CSD - 015 \ENG \Concrete \E_Line Header.col Project: KCHA Office TI Column: E -Line Head Engineer: JAP Code: ACI 318 -08 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: X -axis Column Type: Structural Material Properties: f'c = 3 ksi Ec = 3122.02 ksi Ultimate strain = 0.003 in /in Betel = 0.85 fy = 40 ksi Es = 29000 ksi Section: Exterior Points No. X (in) Y (in) No. X (in) Y (in) No. X (in) Y (in) 1 -3.3 -45.0 2 3.3 -45.0 3 3.3 45.0 4 -3.3 45.0 Gross section area, Ag = 585 in ^2 Ix = 394875 in ^4 rx = 25.9808 in Xo= 0 in Iy = 2059.69 in ^4 ry = 1.87639 in Yo= Din Reinforcement: Bar Set: ASTM A615 Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) # 3 0.38 0.11 # 4 0.50 0.20 # 5 0.63 # 6 0.75 0.44 # 7 0.88 0.60 # 8 1.00 # 9 1.13 1.00 # 10 1.27 1.27 # 11 1.41 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Pattern: Irregular Total steel area: As = 1.60 in ^2 at rho = 0.27% (Note: rho < 0.50%) Minimum clear spacing = 11.50 in 0.31 0.79 1.56 Area in ^2 X (in) Y (in) Area in ^2 X (in) Y (in) Area in ^2 X (in) Y (in) 0.20 0.0 0.20 0.0 0.20 0.0 42.0 6.0 -30.0 0.20 0.0 0.20 0.0 0.20 0.0 30.0 -6.0 -42.0 Factored Loads and Moments with Corresponding Capacities: 0.20 0.0 18.0 0.20 0.0 -18.0 Pu Mux PhiMnx PhiMn /Mu NA depth Dt depth eps_t Phi No. kip k -ft k -ft • in in 1 0.00 51.60 207.17 4.015 3.76 87.00 0.06639 0.900 * ** End of output * ** z e 3 ° 1 f COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL • SEISMIC ENGINEERING 1.14— 12. r.S 1.384 :64a $r'1uaystil oe'Q CGhFAAtrc�eti —� WE 4 o >.s 6 ,0"18 k- �6 C°►.�_12� Cobs .) .3 - -683 .14 r(11_ 6 2.I Ids cps* `41 s i . as = 1.4Lc, co> • 1 tv . cr: s • 1.■4 w; g i. c IA. 1 lova-4g- 2 ri 20 .x• INA=. Project tr_z_ µ - 0 1,4,1,a TI Project No. •-1 to13-4 Client: Designed By: Checked By: Date: lot S) 2.0 11 Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 WV. el COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL • SEISMIC ENGINEERING Project: 14.44...1,A or47 „6. .-r Project No. cIlen'34 -ol Client Designed By:c=y� Checked By: 1 Date: I of s1 ?a0 l j Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 P: 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING -7—t‘ 4., Ccob ....4. ° .1 wz le-plz . 1-4,4" - = 5/1. ‘ 2■2.--) ° . 4(v ti 4- 3.-,„c. c • 3 ° • D "*9 ■`4.--F Ptt,= S 3. 1-I` V k . 1.1 ,`. 0 0 0 0 • .23: �M~ 11 �'.�`40tis - G6 *ID.S' ok Project 164-V•A e}rit.p► T Project No. S- 110134.01 Client Designed By Checked By: Date: 161 b (1esl l Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 2 z w a G 3 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Project Project No. 14.44.1k oF••ci..�11r SI /G\%4 -e.} Client Designed Date: l o /cc / ?moo ► ► Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343-5691 W? -l2 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING ,,o 7I Lc�"gar ac Project: Ke_ HA 72 Project No. Client Designed By: Checked By: Date: �Z Z f/ Sheet / of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 ziqo�(y77 vir /04si42 L //l'f (7) DOUGLAS FIR -LARCH #1 (WWPA/WCLIB) Fb = F„ = E _ F� = 1550 psi 180 psi 1700 ksi 455 psi v "vz4�� Size Mallow (ft- k) = Fb. *S Val low(k)= 2/3 *Fv' *b *d El I S Cp = 1.0 = 1.15 = 1.6 Co = 1.0 = 1.15 = 1.6 (1b-in` x 10 °) (in ") (in") CF 3 x 4 0.99 1.14 1.58 1.05 1.21 1.68 15.18 8.93 5.104 1.5 1.14 1.31 1.82 4 x 4 1.38 1.59 2.22 1.47 1.69 2.35 21.26 12.51 7.146 1.5 1.59 1.83 2.55 3 x 6 . 2.12 2.43 3.39 1.65 1.90 2.64 58.92 34.66 12.60 1.3 2.43 2.80 3.89 4 x 6 2.96 3.41 4.74 2.31 2.66 3.70 82.49 48.53 17.65 1.3 3.41 3.92 5.45 3 x 8 3.39 3.90 5.43 2.18 2.50 3.48 134.96 79.39 21.90 1.2 3.90 4.49 6.25 4 x 8 5.15 5.92 8.24 3.05 3.50 4.87 188.95 111.15 30.66 1.3 5.92 6.81 9.47 3 x 10 5.07 5.83 8.10 2.78 3.19 4.44 280.31 164.89 35.65 1.1 5.83 6.70 9.32 4 x 10 7.74 8.90 8.90 10.23 12.38 14.23 3.89 4.47 6.22 392.43 230.84 49.91 II 3 x 12 6.81 7.83 10.90 3.38 3.88 5.40 504.27 296.63 52.73 1.0 7.83 9.01 12.53 4 x 12 10.49 12.06 16.78 4.73 5.43 7.56 705.98 415.28 73.83 1.1 12.06 13.8 19.30 3 x 14 8.50 9.78 13.61 3.98 4.57 6.36 823.86 484.63 73.15 0.9 [9.78] [11.25] [15.65] 4 x 14 13.23 15.21 21.16 5.57 6.40 8.90 1,153.41 . 678.48 102.41 1.0 [15.21] [17.49] [24.34] 4 x 16 17.53 20.16 28.04 6.41 7.37 10.25 1,757.80 1034.00 135.70 1.0 [20.16] [23.18] [32.25] Notes: [Repetitive Member Factor for (1) 2x_ and (2) 2x_ beams in brackets] Page 1 II 4/040 /7' P. A" es,, /1(AL //g/ S (2) TABLE NO. 25-A-1—ALLOWABLE UNIT STRESSES—STRUCTURAL LUMBER—(ContInued) Allowable Unit Stresses for Structural Lumber—VISUAL GRADING (Normal loadin se also SPECIES AND COMMERCIAL GRADE SIZE CLASSIFI- CATION ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH — — --- — EXTREME RBER IN BENDING Fy, 85 85 85 85 Hodzontal Shear F, . , Compres• Won pep pandlcular - to Grain Fc.L Comptes. slon Parallel to Grain F. • MODULUS OF ELASTICITY - E , • U.B.C. STDS UNDER WHICH GRADED Engl. neared Uses (Singl•) - Repetitive. member Uses Tension Parallel to Grain Fi 4e•Ng4vnviFm..•u„i•iiaim•Den.se Select Structural ! Dense No. 1 :: St • ers 12 1900 — 1100 85 455 1300 1,700,000 , • 000 ::v1650 — —1550 - - --"=- - 775 - 85 - , 455 1100 - 1,70Q, 25-3 (S2eet:°outerle; at 19% max. • 2300 1950 1600 875 . 875 m.c.) 1150 ' ..- 975 825 450 450 • ., . 355 335 335• 335 . 335 1400 • 1150 - , 900 ': - 550 • 550 1,400,000 ; . 1,400,000 1,5110,00(3 , ...1,100,000 '1,100,000 . „• - .25-4 , (Sae footnotes. 2 through 10, 13,15 and 16) , - . ' . .• - • • ' ' Construction Standard ' • • UtilitY • • r to 4" • thick • 4 wide Dense Select Structural Select Structural Dense No. 1 No. 1 Posts and rmbers12 1750 1500 1400 . 1200 — — — — 1150 1000 950 825 . 85 85 85 85 455 385 455 385 1310 1200 1000 • 11:600700:000000 1,700,000 1,600,000 Select Dex -Conunerdal Dex . Decking • 1750 1450 2000 1650 — — — — 385 385 — — ...- 4800,000 1,700,0013 Dense Select Sununu' Select Structural Dense No. 1 No. 1 - Beams and Stringer:12 1900 1600 1550 • 1350 — /.-- — — 1250 1050 1050 900 85 85 85 85 455 385 435 385 1300 1100 1100 925 1,700,000 1.600,000 1,700,000 1,600,000 254 • (See footnotes 2 through 10) Dense Select Structural Select Structural Dense No. 1 No. 1 Posts and Timbusi2 1750 1500 1400 1200 — — — — 1150 1000 950 825 85 85 85 " 85 • 455 385 455 . 385 1350 1150 1200 1000 1,200,000 1,600,000 1,700,000 1,030,000 Selected Decking Commercial Decking Decking — • — MOO 1650 • — — — — — — — — 1.800.000 1.700.000 Selected Decking Commercial Decking Decking _ — 2150 1800 _ (Surfaced at IS% max. m.c. and _ used at 15% max. m.c.) 1,900,000 1,700,000 3000 OMGllne NIUOdINn Dense Select Structural Select Structural Dense No. 1 No. 1 Beams and Stringers 1900 1600 1550 1300 — — --- — 1100 950 775 675 85 85 85 85 455 385 455 385 1300 1100 1100 925 1,700,000 1,600,000 1,700,000 1,600,000 25-2 (See footnotes 2 through 9 and 11) Oimie•Select Structural Select Structural Dense No. 1 • No: 1 , — . . , . . . ; Posts and * limbers ' ' • * . 17I0 • 1 1500 : - 1400 - ' : • 1200 — . _. • • ... -- . 1150 : 1000 ... 950 ' 825 85 • .85 ' 85 85 . 455 385 455 .385 1350 1150 1200 1000 . 1,700,000 1.600,000 . 1,700,000 . 11,6°°N° (see footnotes 2 through 9 • and I 1) . Mid • n• •-._. 1750 . ... 1450 , • 000 ::v1650 - ---• — .385 .- .' . ‘2. — -1,800,000 1,200,000 DOUGLAS FIR SOUTH (Surfaced Select Structural . No.'1 &Appearance No. 3 ' ?•. ' -Stud • *. dry or surfaced . 2' to 4" thick • 2° 10 4" wide . green; Used .. 2000 . - . 1700 T 1400 . - 775 ' 775 at 19% max. • 2300 1950 1600 875 . 875 m.c.) 1150 ' ..- 975 825 450 450 90 90 90 . 90 90 ., . 355 335 335• 335 . 335 1400 • 1150 - , 900 ': - 550 • 550 1,400,000 ; . 1,400,000 1,5110,00(3 , ...1,100,000 '1,100,000 . „• - .25-4 , (Sae footnotes. 2 through 10, 13,15 and 16) , - . ' . .• - • • ' ' Construction Standard ' • • UtilitY • • r to 4" • thick • 4 wide 1000 : 550 • 275 . 1150 650 300 • . 600 325 • 150 90 90 90 335 335 335 . . • 1000 850 550 - 1,100,000 : 1,100,000 ' 1,100,000 Select Structural No 1 &Appearance No. 2 ;- * ' No. 3 and Slid - 2" 10 4" • thick . . • 5" and ' wider 1700 1450 1200 ' • _ • 700 , 1950 1650 ' 1350 ' " 800 ' 1150 • 975 625 '350 . so 90 90 ' " '90 , 335 • 335 335 335 1250 . 1150 • 950 • coo— . 1,400,000 '1,400,000 , 1.300.000 1,100,000 Select Structural • No. 1 . -..- • .... . . Beams and. • Stringers .1" ' 1550 . ... . 1300" - — • — 1050 .. . 850 85 85 335 . ... 335 .•. • i• ..1000 . - •. 850 ; 1,200,000 1,200,0(X) Select Structural No. 1 Posts and . Timbers : .. 1400 • -1 . 1150 - — - — 950 - 775 . 85 85 335 335 - - • . . , 1050 925 ' 1,200,000 - 1,200,000 Selected Decking - - Commercial Decldng Decking — — 1900 1600 — -- — - - • • ' " — •• — --; — • 1,400,000 1,300,030 Selected Decking *Conunercial Decldng , • Decking ,. • • . , - , _ ., _ . . •;, .. 2.050. k; .. 1750. .,.. e(Stiessee for Decking apply at . '. •1502a moisture content) . - • ' " • . ' . - . . . . .. 1,500,030 1.300.000 '3 • • (Continued) NOWG3 L96 /?82 cede 146- 3 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING C /l (i ) r y /re-eh, 2 ar/ 7`k /6 Q 8 c9 ..p.c. L- ZZ 961 r/rP) /132:// fr / 9. # c.,s.� = Z0.2 11/qEt Hk v /( nror= /y'. ,i/8= 2/,2'- I>4,4,0=2o,2 ziz -$ 61s fie "viz Vag /' G.0 /9.O 'Ai-7- g ca) ,-f / ,t 0 /1ror - /9,V , Vj o r ,;›,d' /. �4 O TO • ? Zo, Z o ?`fie` Project ///° / 72.- G! 1"-- /7` Project No. Client Designed By: AyA¢ Checked By: Date: Q/Z4 /// Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 e /itrr �' fi=x . 44e L i't- N 4 (Z/ Fo'e y0o /6 /M�(7'y y/t-•/7- L 3 C O U G H L I N- P O R T E R- L U N D E E N 3 3 A CONSULTING STRUCTURAL & CIVIL ENGR. CORP. 3 engr. proj. no. S I N G L E B E A M A N A L Y S I S P R O G RAM ( 9/26/ * *) PROJECT TITLE: KCHA TI BEAM DESCRIPT: Roof Beam with 4001b mech'l INPUT DATA: SPAN LENGTH L (ft) = NO.OF BEAM SEGMENTS = MOM.OF INERTIA (in4)= ELASTIC MOD. E (ksi)= FIB.) BEAM DEAD WT. (plf)= ** SIGN CONVENTIONS: 22.00 END /APPLIED MOM. (+ CLOCKWISE) 18 APPLIED LOADS (+ DOWNWARD ) 100.0 BEAM SHEAR (+ UP- LT.END) 29000. BENDING MOMENT (+ COMP.TOP .0 NO.OF CONCENT. LDS. = 1 NO. a(ft) 1 6.00 P(kips) .40 POINT X -COOR. SHEAR MOMENT SLOPE NO. (ft) (kip) (k -ft) (rad) 1 .00 .29 ** .00* - .00055 2 1.22 .29 .36 - .00054 3 2.44 .29 .71 - .00051 4 3.67 .29 1.07 - .00045 5 4.89 .29 1.42 - .00038 6 6.11 -.11* 1.73 ** - .00028 7 7.33 -.11 1.60 - .00018 8 8.56 -.11 1.47 - .00009 9 9.78 -.11 1.33 .00000 10 11.00 -.11 1.20 .00008 11 12.22 -.11 1.07 .00015 12 13.44 -.11 .93 .00021 13 14.67 -.11 .80 .00026 14 15.89 -.11 .67 .00030 15 17.11 -.11 .53 .00034 16 18.33 -.11 .40 .00037 17 19.56 -.11 .27 .00039 18 20.78 -.11 .13 .00040 19 22.00 -.11 .00 .00040 DEFLECTION (inch) .000 -.008 -.016 -.023 -.029 -.034 -.037 -.039 -.040* -.039 -.037 -.035 -.031 -.027 -.022 -.017 -.012 -.006 .000 J 5 i 1 3 Project ,k e /A 4 , Project No. COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING £/"e-'6 ;.4Fd (/ Foy !∎o • e/5/ SSu s"! ) iv l7- S ,Q LET �-• /` L 2 ) i STS o° 7-cs, . .yg , sr.. _- _ We, /6. erA- °`f 2 1. .. . Zc 2 z Client Designed By: Checked By: Date: (•y, //r Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 kw- - i0 a COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 2 //q' % < dIz' hiGA4 / 5//t- /1.0 ,Z4 /. 2J' ,llf 1 Ui =.L41/ Sew p4r / &F Project K C` 61,9 T1 Project No. Client: Designed By: /474 Date: Checked By Sheet 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING d Pc�•4 09-4fL G� /0 17/7ion. z) cce © yz_c 4', Gas : 7 -o x / -O'Jy "---/ 6'1 ' "Z 4"--/9 / fa 7-- Project k6 /71/9 -- 1"--Z- Project No. Client Designed By: /MI Checked By Date: Sheet 7/ of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 d fe-/e i9-rfL c r04.4' 0 3 C O U G H L I N- PORT E R- L U N D E E N 3 3 A CONSULTING STRUCTURAL & CIVIL ENGR. CORP. 3 engr. no. [7 S I N G L E B E A M A N A L Y S I S P R O G R A M 9/27/ * *) proj. ( PROJECT TITLE: KCHA TI BEAM DESCRIPT: Operable Partition INPUT DATA: SPAN LENGTH L (ft) = NO.OF BEAM SEGMENTS = MOM.OF INERTIA (in4)= ELASTIC MOD. E (ksi)= FIB.) BEAM DEAD WT. (plf)= (klf) .20 ** NO.OF CONCENT. LDS. = 1 NO.OF PART. DIST. LDS.= 1 SIGN CONVENTIONS: 23.00 END /APPLIED MOM. (+ CLOCKWISE) 18 APPLIED LOADS (+ DOWNWARD ) 100.0 BEAM SHEAR (+ UP- LT.END) 29000. BENDING MOMENT (+ COMP.TOP .0 NO. a(ft) P(kips) 1 11.50 2.40 NO. a(ft) b(ft) wa(k1f) wb 1 11.50 23.00 .20 POINT X -COOR. SHEAR MOMENT SLOPE NO. (ft) (kip) (k -ft) (rad) 1 .00 1.78 ** .00* - .00614 2 1.28 1.78 2.27 - .00607 3 2.56 1.78 4.54 - .00585 4 3.83 1.78 6.80 - .00550 5 5.11 1.78 9.07 - .00499 6 6.39 1.78 11.34 - .00434 7 7.67 1.78 13.61 - .00355 8 8.94 1.78 15.88 - .00262 9 10.22 1.78 18.14 - .00154 10 11.50 1.78 20.41 ** - .00031 11 12.78 -.88 19.45 .00095 12 14.06 -1.14 18.16 .00215 13 15.33 -1.39 16.55 .00325 14 16.61 -1.65 14.61 .00424 15 17.89 -1.90 12.34 .00510 16 19.17 -2.16 9.74 .00580 17 20.44 -2.41 6.82 .00633 18 21.72 -2.67 3.57 .00666 19 23.00 -2.93* .00 .00677 DEFLECTION (inch) .000 -.094 -.185 -.273 -.353 -.425 -.486 -.533 -.565 - -.580* -.575 -.551 -.509 -.452 -.380 -.296 -.203 -.103 .000 M2. 1 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING n b-ZZ (/) EzX C�fI-r� / r71N ak /•7 /r ��° ."7, Lev/90 /Z f• Z c = God sic pC e /oes�' P,= /.z� r� _ ,, Goo _•—.� Gs Se. € k O j-, Z -6e Project /C (° Ff Project No. rr Client Designed By: /'j ,5 Date: Checked By Sheet 4.//// of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 M,L -to t"rzZ (z) Section Properties ffSteel Stud Manulbcmrtny to. SCAFCCI Structural (S) Stud Section Properties t �, WV, {c1 11 �r �y # 7itio�kOSSS' 'ti%` Y & Y$ � 1511,v..aspdill.+:tt.i.,(ip')c' t , _' -.� .'- a)A(4-!"ght ' liat.*SX YwA f �<'i100 1.4, , 'Ytt a,1' e y tip. 1• wl[ 7�hr7: �U1�.+ �,�`(�.•'1��(1, +14v,iGY{lt)i.,. 5 X' i. IV .iii: ^ -,t,. S Ryfg y i,t Fr*if '-.}F'tl,^{ '1•l Ib)., dii),-. t.`tlPi EY( I�cC')t�tat)2.,'tih)iLnaltO)r.. it 777�),FShn•:Iy.R,llbt�':i�lh!} 1017(Iyiis%t,,iftn k».&. Ib . ,( ), nl!)1 �1, t • 11y _. 't"it lE 3j,,,„,,, )- '8n � 1:•.',ih)Ti .r�t��,.4.tl�vl ;'k-; i'L�.v<`�1�).L��n�'�2i 8003137 -33' 8003137 -43 8003137 -64 8005137-68 8005137 -07 0.0348 0.0461 0.0568 0.0713 0.1017 0.388 0.503 0.627 0.782 1.093 1.32 1.71 2.13 2.66 3.72 3.198 0.799 2.873 4.134 1.033 2.868 5.110 1.277 2.855 6.303 1.578 2.839 8.597 2.149 2.805 ''3:582 0.073 0.435 0.093 0.430 0.112 0.423 0.134 0.414 0.169 0.394 3.198 4.134 5.110 6.303 8.597 0.683 13.10 1.033 20.42 1.277 28.89 1.576 36.74 2.149 53.09 455 4.335 1008 4.000 2006 4.000 4048 4.000 9037 4.000 5.110 1.249 37.38 2008 6.303 1.573 54.40 4048 8.597 2.149 78.22 11124 4.032 4.003 4.000 ,'gt. 0.155 0.948 -0.709 2.991 0.844 0.341 1.202 -0.700 2.981 0.945 0.670 1.460 -0.691 2.967 0.946 1.325 1.782 -0.880 2.948 0.947 3.767 2.295 -0.658 2.908 0.949 '8009152-33' \800S152 -43 8098162 -54 '•8003162 -68 8005162,97 • 00348 .; p 0 1 - '00566 . 0 0713 .• 01017. 0.4i3 0537 - 0 670 : 0 83,6 1. 169 1.41,1 .1.83 .. 2.28 ' -2.84. '. "988 ' P 895 '2;94$ -4.633 1 158 2.937 : ",5.188 Y 434 .2.927 ; 'k 89 7772 2 ;913 ,9.713 . • 2.428.- 2883 0125.:0 550 0160 .0546 0194 0539 0235 0830 0.305 0.510' 3,582 4 633 5 736 7 009 9.7.13 0 757. 74.88 1:15$ 22 9 1434 3183 1 71.2 :',.40 41 21428 :5627 '455 4.398. 1008 4.000. 2008, 4000 4045 4000. .'9037 • '4.900 ', 5 736 7'089 9.713 1 997 1..757:9 57 4048 2.428- 11124 : 4.039 4 013 4.000 0.165 1:815 -0.9,51 3;142 0.908 0.384 2.056 -0,941 3.132 0.810 0.715 2,509 -0 832 3.119 0.911 1.416 3:047.0'921 ::3}'101 0:912 4.030 3.082' 0.914 8005200 -33' 8005200-43 8005200 -54 8000200-68 8009200 -97 0.0348 0.0451 0.0568 0.0713 0.1017 0.448 1.52 0.582 1.98 0.726 2.47 0.907 3.09 1.271 4.32 4.096 1.024 3.023 5.302 1.325 3.018 6.573 1.843 3.009 8.140 2.035 2.996 11.203 2.801 2.969 0.227 0.712 0.292 0.708 0.357 0.701 0.435 0.692 0.578 0.673 4.098 5.302 8.573 8.140 11203 0.812 16.04 1.293 25.54 _1.843 35.75 2.035 45.29 2.801 65.12 455 4.410 1008 4.038 2008 4.000 4048 4.000 9037 4.000 8.573 8.140 11203 1.475 44.15 2008 1.984 65.21 4048 2801 98.63 11124 4.168 4.055 4.000 :;4.023.0.899 0.179 2.945 -1.306 3.369 0.850 0.395 3.763 -1.295 3.359 0.861 0.775 4.612 -1286 3.348 0.852 1.537 5.631 -1276 3.329 0.853 4.381 7.524 -1.253 3292 8008280,43, ` 8 052$0 54 800S250O8. 1800S259 -97 ;= ,0;045,1: :: 0 0558 ,, 0 0713 .' 0 4017.::.1. 0:8271; 2,13 -'` D 783 � 55 0 078 .333 372 :; 4.87.:•, :' ??6.015.', 1:1.5.04 3.097., 0.500; j0.893: 'Z 465 ; 1868 3:656 o eia ;$,886 9 61, , 2.315 5;477 0752 ;0 877 ` ;12789.' 9.497; ::3:053 ;1:009 :0.857..12•.789 6.015 9 465 9 261 - •1:313: 25 :95 "1008' ;42 9'. 1 12712 93;62 X00¢'. 4134 2.40.4426 4048 4 053 8,190, 72.oe P9037; 4004;12: ''r 7 378 9 261 789 :- ..:. •' ,,;.. ∎' •. , �., :'' ..: - - 1525. 46 86 2905 2 003' 6005 4048 3.053 10270.11124, •, -.' ... 4329 4 F.19 4 073 A,4.731 04,36: 7:320 0.838 a 7 .•. 1,658 9328 _12696 0.855 1895 3,641 0.7,84 1,886 3828 0:7114 11,674 3 611 0 785 :.3:75 ; 0 787; 10003162 -43' 1000S16254 10005162 -68 10003162 -97 0.0451 0.0566 0.0713 0.1017 ' ", 0.627 0.783 0.978 1.972 2.13 2.68 3.33 4.67 8.025 1.605 3.577 9.950 1.990 3.565 12.325 2.465 9.550 18.987 3.393 3.516 0.168 0.518 0.204 0.511 0.246 0.502 0.320 0.483 8.025 9.950 12325 16.967 1.414 27.84 1.990 39.32 2.465 5620 3.393 81.43 802 5.292 1593 5.000 3209 5.000 9037 5.000 9.950 12.325 18.967 1.712 51.26 1593 2.485 73.80 3209 3.393 120.37 0461 5.332 5.000 5.000 0.425 3.404 0.836 4.160 1.658 5.060 4.731 8.708 .1852 -0.838 3.709 0.949 -0.827 3.698 0.950 -0.817 3.677 0.951 3.637 1000520p.43' 1009 999 OA* 10003200.97 . 00451 00568 0 0713 : - ,0.1017 ' Q 672 Q 839 1050 1.474 2,29 ' 2.86. 957. .5.02 " 9.055 ; 1817' 3.876 -0 309.9 877 • 11;278 2 256 3.668 'Q 378 ; 0 671 15.9 „9.} 7 799.3.652 0 460.0 66'1 ..19.338 , 3.887. 3:622 •0.601 "0.643 '0 085 11,278 13.094 19;336 1380 91,23 802:' S 519 225 44 57 1593 6 000, 2 799 .6� 3209. 5.0 3.862:.8992.9037;_5:000 ; ' ' 11278 {9.994 18.336 ,' • •1 1 805 5404 ,1593 2 744 .8215 3209 3.687 .133.42.9461 5 476 6037 5.000. -0.795 0.952 0.466 ,8.169, 41 162 3.914 .0.912 0.896 '7;595 1 353 3.801.0 913; 1.778 8 :29'1 1.142 3.883 0-9,13 5.062 12.460. :3.845 10009250-43' 10003260 -54 10008250.68 10005250 -97 1900 182;54' 12008182.97 0.0461 0.0568 0.0713 0.1017 00566 :0.893',U5 0 0713 0. 1017 .1.578 0.717 2.44 10.203 2.041 3.771 0.898 3.05 12.877 2.535 3.782 1.121 3.81 15.751 3.150 3.749 1.5705.38 21.827 4.385 � 0531 0.880 0.653 0.854 0.799 0.844 1.072 0,825 10.203 12.677 15.751 21.827 1.817 31.95 2277 44.99 3.054 60.34 4.356 98.40 802 5.508 1593 5.213 3209 5.060 9037 5.004 12.660 15.751 21.827 15,730' 19:518 26:966 1.879 5826 1593 5.835 2.870 79.94 3209 5.317 4.181 140.83 9461 5.082 - 2824:60.50 1321'8.695.07 •1206S18208 2953 .68 41 2666 '6.257 4.494 :169 42 8.000 0.488 10.404 0.957 12.805 1.899 15.728 5.433 21.268 1.899 7.666 ; 5 :433 10.187,-0.713 -1 :120 .0.915 -1.535 4.181 0.884 -1.526 4.148 0.885 -1.514 4.130 0.888 -1.491 4.093 0.887 1¢'730 2822 4190 1:121 3.81 19 618 , 9253 4:173 • 5.98. .. 28:986. '4,484 '4:137 0217.:;0,488.46 0255 0.477 0.331 0.459 :73023,34,.4&11 19.5.18 3 353...6428 26.986 ,4: 494 107:85 1321'.6' 311 2858 8 900 7814 <6.000 4.263'0.9.70 -0.734 4.284 0.970 4.223.0.971 12008200.54' 12008200.88 '12005200 -97 0.0566 0.0713 0.1017 '0.0588 0.953 1.192 1.6777 324 4.06 5.71 17.682 2.944 4.306 21.947 3.658 4291 30.417 5.069 4258 0.393 0.643 0.479 0.834 0.835 0.815 17.682 21.947 30.417 2.858 5252 3.858 81.40 5.089 117.87 1321 8281 2658 6.000 7814 6.000 17.882 21.947 30.417 2.143 64.17 3265 97.75 5.069 174.89 .7.814 1321 2858 7814 6.638 6.300 6.000 1.017 11.462 -1.047 4.478 0.945 2.020 14.038 -1.038 4.459 0.948 5783 18.876 12009250 -54' 12008250 -68 12008250 -97 0.0713 0.1017.. 1.009- 1.253. 1.779 -3.43 4.30 • 6.05 19:681 . 3.280 4.416 0.683 0.823 24.484 4.081 4.402 0.836 0.813 34.016 .5-669 4.373.1.121 0,794 19.681 2:679 -62.94 24.484.3,983 76,31. 34.016 5.658 127.60 1371. -6.521 7658 6.085 7814.'8.004 19.681 24.484 34 :016 2.238 87.01 3,147. 94.22 5.446 183.15 1321 .2858 7814. 6.995 6.843 6.088 1 :078 19,354 2.141. 23,798, 6:134;32260 -1.014 4.420 0.947 -1.395 4.704 0.912 -1.384 4,686• -0.113 = 1.361 .'4.848 0.914 1Web- height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. See Section Property Table Notes on page 6. 8 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING ' r 7e90 rte- - / 1 tc=asP14 474,0,47 6- .1 s SO Mr . T -?7,r4( 41.° /7' -'4.7 • li7' . r24--7/0c-L. / L.: ji c c 7-1 w.; . y - -s-'- ll/ y es 5 . Project: /C Cb, 4-4L Project No. Client Designed By p 7 Checked By: Date: Sheet (75--/Pe of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Me-- --12. // COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Z / /1,. el L t 1 �' �` L1 its / 4'C .0"-1 =8" T w ()v.: ?7,,, 3- 6J- V Project Project No. Client Designed By: Checked By: Date: ld/ // Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 -13 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING &Mr-trio-7 q9/.11, le q 124-- 61-F•sS s 1 o y - Psik • - Y.- Iti =°t" II.gj • r I. \o -(o IV- (fz 0 Ill 1' 3k 4sC).2>-) 1 g 20 At. A -I/4 v.= So. S k3 4► �x °..4c. < 7240 Project 1L.'. -1-k-* T\ Project No. 5- I0.-1-3 4.a) Client Designed By:_(°� Checked By: �'i Date: /ay! I '1- (2c t1 Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • F: 206/343 -5691 Mx. -14 CPL JAP S110134 -01 KC HA Office TI Canopy Canopy Framing SK - 1 Oct 13, 2011 at 9:52 AM Canopy20111012.r3d Steel Beam tic #.: KW 06002:151 Description : Canopy Strongback- HSS8x8x1 /4 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Beam is Fully Braced against lateral - torsional buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 ENERCALC, INC. 1983-2011, BuIId:8.11.7.11, Ver.6.11.7.11 Licensee 'COUGHLIN; PORTER. `LUNDEEN Fy : Steel Yield : E: Modulus : D(4.1) S(6.6) Calculations perAISC 360-05, ASCE 7 -05 46.0 ksi 29,000.0 ksl D( -4.1) S( -6.6) Span =18.Oft HSS8X8X1 /4 Applied Loads Load(s) for Span Number 1 Point Load: D =4.10, S = 6.60 k 9 12.583 ft Point Load : D = -4.10, S = -6.60 k a 16.750 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span ' Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.677: 1 HSS8X8X1 /4 44.890 k -ft 66.327 k -ft +1.200+0.50L +1.60S 12.600ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.403 In Ratio = 0.000 in Ratio = 0.653 In Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V 535 0 <360 330 0 <180 Design OK 0.141 : 1 HSS8X8X1 /4 11.896 k 84.512 k +1.20D+0.50L +1.60S 12.600 ft Span # 1 Summary of Moment Values max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm Summary of Shear Values VuMax Vnx Phi'Vnx +1.40D Dsgn. L = 18.00 ft 1 +1.20D+1.60L+0.50S +1.60H Dsgn. L = 18.00 ft 1 +120D+0.50L +1.60S Dsgn. L = 18.00 ft 1 +1.20D+1.60S+0.80W Dsgn. L = 18.00 ft 1 +120D+0.50L+0.505+1.60W Dsgn. L = 18.00 ft 1 +1. OD+0.50L+0.20S+E 0.251 0.359 0.677 0.677 0.359 0.052 0.075 0.141 0.141 0.075 Dsgn. L = 18.00 ft 1 0.273 0.057 Overall Maximum Deflections • Unfactored Loads 16.65 -1.62 16.65 73.70 66.33 1.00 1.00 23.84 -2.32 23.84 73.70 66.33 1.00 1.00 44.89 - 4.36 44.89 73.70 66.33 1.00 1.00 44.89 - 4.36 44.89 73.70 66.33 1.00 1.00 23.84 -2.32 23.84 73.70 66.33 1.00 1.00 18.10 -1.76 18.10 73.70 66.33 1.00 1.00 4.41 6.32 11.90 11.90 6.32 4.80 93.90 93.90 93.90 93.90 93.90 93.90 84.51 84.51 84.51 84.51 84.51 84.51 Load Combination Span Max. =' Defl Location In Span Load Combination Max. • +• Defl Location in Span 1 0.0000 0.000 Maximum Deflections for Load Combinations = Unfactored Loads , Load Combination Span Max. Downward Defl Location In Span D Only S Only D+S 0.0000 0.000 Max. Upward Dell Location in Span 0.2503 0.4030 0.6533 9.810 9.810 9.810 Vertical Reactions • Unfactored Support notation : Far left Is #1 Load Combination Support 1 Support 2 Overall MAXimum D Only 0.0000 0.0000 0.0000 0.000 0.000 0.000 Values In KIPS 2.477 -2.477 0.949 -0.949 Mme- I(o Steel Beam ENERCALC, INC. 1983.2011, Bulld:6.11.7.11, Ver.6.11.7.11 V1l 4060021:51. Licensee ;COUGHLIN; PORTER,LUNDEEN Description : Canopy Strongback - HSS8x8x1 /4 Vertical Reactions - Unfactored Support notation : Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 S Only D+S 1.528 -1.528 2.477 -2.477 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING SEISMIC EVALUATION SUMMARY DATE: Ottober 13, 201 I BY: JAP PROJECT: King County Housing Authority - Central Office Annex TI The following seismic evaluation was preformed voluntarily and was not required by code within the scope of this project. Both ASCE 31 -03 Seismic Evaluation of Existing Buildings, and IBC 2009 were used to study the impact of the new wall openings on the lateral force resisting system. Based on our evaluation, the lateral force resisting system of the current structure including the proposed wall openings is acceptable. www.cplinccom 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343-5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING IFCNna c— '4���.TZM I •.na�� a r�� T -wc4.-w, , kA44 R E71 fig, ( -41.4441 331 ) — t22.7-1y 3 .4 4(0 Ace-E 10 '2, 1K Sp yQ Y= GS1nl G = •0 (F% r�l) SI = 1. 7—Co = I:12(o c.�3 = - 4sl, SS = . 1 1 = = 1. -2- S = 1, v�S c. -•( 5.") = . S 8 .o2,a. = s o•g-s T = o, 02o (i 9 . S".) = O. 1 8 (o .c- S; = gyp, T 411 le 2.4s 7 vs. a . 8271 S = SS Project Project No. Client Designed By c--�� Date: 11"200( � Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 296/343 -0460 • F: 206/343 -5691 Project Name = KCHA TI Date = Fri Sep 30 10:52:22 PDT 2011 Conterminous 48 States 2002 Data Uniform Hazard Spectrum (UHS) for 10 % PE in 50 years Latitude = 47.449331 Longitude = - 122.253746 B/C Boundary Data are based on a 0.05 deg grid spacing Period Sa Sd (sec) (g) (inches) 0.000 0.327 0.000 0.100 0.637 0.062 0.200 0.719 0.281 �5 0.300 0.622 0.547 0.500 0.470 1.149 1.000 0.237 2.311 Si 2.000 0.105 4.119 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING -V' = cSw S1 = . 482 SS = 1.40 TAP51 -. 12.2 -1 es = 931 I,SIPj z 3 C 443 2 — .488 N.s 3 $# 1C 711-1/4 C.4t-ct" $I1 1A..wvt�'� 23� �Sx = + a8 . a. MO CIA G1° 4 = o•IS(o S- Project j{ A T1 Project No. Client: Designed By: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Date: °I ISo(2_01t. Sheet of Project Name = KCHA TI Date = Fri Sep 30 10:52:53 PDT 2011 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.449331 Longitude = - 122.253746 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.409 (Ss, Site Class B) 1.0 0.482 (S1, Site Class B) 5 • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING T4 K7= o F(= \2aeF- Srrt..c.�i�fG '5 143 x 2.- k4-w. —1 }50 Y, s I rng-, 2x 6 e -tomes '/1" +, s 1.1 2x(eea4 "0-c.. 4 .414 I, S 1. g zo We- 10/ F R 1 4 A = � ��)-r �s�- �o�s 31v2£3a -�+ V- OF ° 3247iso Project Project No. 1?-4.1-1.1 ( +.w('r"r i•4 a sn,ti.IISL ACV'( Client Designed By: c Checked By: Date: Sheet 19i0 .2011 of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Project 144.14 -TI Project No. Client Designed By: c�,� Checked By: _ 1 Date: Sheet H of 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P: 206/343 -0460 • F 206/343 -5691 z W z 3 S z 3 x u 0 0 Y 1 • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL SEISMIC ENGINEERING - 57+3 C4') �h, p 11cr1> fo.- ° G9e-e. L.& = 143 cin- CP -s 11IC 4 W Project: M 4 TI Project No. Client Designed By: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Date: Sheet A 1 z 0 z 1 iz z z i u a LN 4 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Project k- 14 A 71 Project No. Client Designed By: Checked By: Date: Sheet 1(3012011 of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 1 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Project - 14 A Ti Project No. Client Designed By: Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • F: 206/343 -5691 Date: al ? -ol�. Sheet I of 1-� -10 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL • SEISMIC ENGINEERING Project: Project No. 2.e- I-I A 11 11a1ze4 -a1 Client Designed By: Checked By: Date: I , (, I Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 1-g -11 1 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING - -1 M E . ar aY-- +-47-i.mS' 0 4e` 4"0 -� T'A itc.- 2ov-ei...% v .� It Ct�o >i2 = 1410 t` \�� X612 ��.�7 11 I S-o--') `is 11 err wTr lL0 4•- Aril + 1111 id-- -1-.>•FT ! 'j-t 'W' conTris- µ•I vwAw' a. 1-1 vsa 4wa 1'1— 4 \4L4 W- : c1 tic 20p 1 ) V h- CISO377) 12. Q l Q C4. (. i s�= 12 C2`7.5 IZ 'aT .. 1 per 1rF'F��►� ` -vei =c. 47 = gtn, t "4*2 = 15 0 soz.– 11 (V3)Liz C.tSb \*C 1` Project: Project No. >r..z-u4-n �11013 4 - Client Designed By: Date: Checked By: Sheet 1rf 11 .l -oli tt of 413 PINE STREET • SUITE 300 SEATTLE, WA 98101 • P: 206/343 -0460 • F. 206/343 -5691 1 — t2_ A a W 1 0 0 a S z 3 x 0 0 0 u g 1 Project Project No. d Vs COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING k-' 144 —n 'II '1' 4 -D` Client Designed By Checked By: Date: 10 (1r 13.01( of I --E -13 Sheet 413 PINE STREET . SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • F. 206/343 -5691 ERMIT COORD COP1P PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11-340 DATE: 07/02/12 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Bu li ding" f�ivisi n1 ' D ® t- Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete (4 Incomplete DUE DATE: 07/03/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required NZ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 07/31/12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I.+ Mail GUM WY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -340 DATE: 05 -03 -12 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division n Public Works Fire Prevention Structural 0ct' Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: R Incomplete DUE DATE: 05 -08 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route KJ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06 -05 -12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PERMITcODi'Y• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -340 DATE: 03 -27 -12 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # 1 After Permit Issued DEPARTMENTS: Building Division n Ptfbl W lic Ate Fire Prevention Structural 5TA (6 14 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03 -29 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required U No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: n DUE DATE: 04 -26-12 Not Approved (attach comments) Permit Center Use Only (� CORRECTION LETTER MAILED: I� Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PLAN 1 • TING SLIP ACTIVITY NUMBER: 011 -340 DATE: 03 -14 -12 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DE`�PAN BENTS �/- -t5;_s ulldln Division Fire Prevention Publi r'I�s Structural St'#k cl44 Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-15-12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ITT Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -12 -12 Approved Approved with Conditions n Not Approved (attach comments) c2r Notation: TTT REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3-)27 -( d� Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: (4K Documents /routing slip.doc 2 -28 -02 !PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11-340 DATE: 12/12/11 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: gvg, 12.111 mum Building Division Public Works Fire Prevention Structural St/1 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 12/13/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1, Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 01/10/12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -340 DATE: 10 -18 -11 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPA TM NTS: �'\ fie., (oe qI n w►ne4 II� ` u'Idin Division Prevention Planning Division Public Works Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -20 -11 Complete Incomplete ❑ Comments: Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11 -17 -11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only t t (j CORRECTION LETTER MAILED: l`1U Wie-• Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 KING COUNTY H4SING AUTHORITY CAPITAL CONSTRUCTION DEPARTMENT * 625 ANDOVER PARK WEST, Suite 107 * TUKWILA, WA 98188 May 3, 2012 Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila,. WA 98188 Dear Mr. Rambo, RE: Correction Letter #2 to Revision #1— Permit Application Number D11 -340 Following the letter from you dated March 29, 2012, that indicated further corrections that needed to be addressed before the development permit would be approved, I am submitting (4) sets of the revised plans and elevations that include the changes required. I am also enclosing the "Revision Submittal Sheet" that has been completed to indicate the revisions that have been made to the drawings. I hope that you are now able to approve the revised development permit application. Thank you. Sincerely, \itfok-bottekt, John Batstone Senior Development Manager Capital Construction Department King County Housing Authority (206) 225 -4549 iraa�� ID REVISION N0:1 bL13° KING COUNTY HOUSING AUTHORITY *CAPITAL, CONSTRUCTION DEPARTMENT 625 ANDOVER PARK WEST, SUITE 107* TUKWILA, WA 98188 -3326 KCHA 4042 Rev 5/09 RECEIVED MAY 03 2012 PERMIT CENTER March 29, 2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director John Batstole King County Housing Authority 600 Andover Pk W Tukwila, WA 98188 RE: Correction Letter #2 to Revision #1 Development Permit Application Number D11 -340 King County Housing Authority — 700 Andover Pk W Dear Mr. Batstone. 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Stacy MacGregor at 206- 433 -7166 if you have any questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, c Bill Rambo Permit Technician encl File No. D11 -340 W:\Permit Center \Correction Letters \2011011-340 Corr Ltr #2 to Rev #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • • PLANNING DIVISION COMMENTS ( #3) DATE: March 29, 2012 APPLICANT: KCHA RE: D11-340 ADDRESS: 700 Andover Park West Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. Revise D11 -340 to show the following: 1. The building permit drawings should be revised to include the artwork on the building facade. 2. The four stalls created at the south -east corner of the building are accessible only via a one -way aisle. Add signage and directional arrows to direct traffic one -way along the train tracks to these parking stalls. 3. Red -lines have been added to sheet 3.1 to reflect that paint color "A" shall be P-5 SW2033 Foothills. 4. Red -lines have been added to the landscape plan sheet L1.3 that hand - watering will be done for the first 2 -3 years until the plants are established and as needed during drought conditions. KING COUNTY HOSING AUTHORITY • CAPITAL CONSTRUCTION DEPARTMENT * 625 ANDOVER PARK WEST, Suite 107 * TUKWILA, WA 98188 March 23, 2012 Stacy MacGregor Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 3100 Tukwila, WA 98188 RE: 700 Building - Permit Revision Dear Ms. MacGregor, Please find enclosed revised plans to address comments previously discussed via phone. Revisions include: • Parking Exhibit Sheet C1.1a o Full Size (30'x 42 ") to scale 1" = 20' o Inclusion of planter area for parking at trash enclosure along east boundary • Landscape Plan Sheet L1.1 o Drought tolerant plants per comments in attached email correspondence from Triad Associates. o Note: For greater separation from railroad tracks, tree (@ SE corner of bldg.) is relocated to L- shaped parking cluster. • Irrigation Plan Sheet L2.1 I trust this information will assist you in completing your review for this proposed permit revision. Should you have further questions regarding the application, please contact me at 425 - 999 -5233 or mattp @kcha.org. Thank you. Sincerely, Matt Peterson Project Manager Capital Construction Department King County Housing Authority Enc: Plan Sheet C1.1a - Site Plan (4 copies) Plan Sheet L1.1 - Landscape Plan (4 copies) Plan Sheet L2.1 - Irrigation Plan (4 copies) Correspondence 3/22/12 on Drought Tolerant Plants KING COUNTY HOUSING AUTHORITY *CAPITAL CONSTRUCTION DEPARTMENT 625 ANDOVER PARK WEST, SUITE 107* TUKWILA, WA 98188 -3326 KCHA 4042 Rev 5/09 CORREC IOId LTR #.__�� __ 40 REVISION N 1)11-r 34 31-0-0 4'4 ad �w 10 • Gity of Tukwila Jim Haggerton, Mayor March 27, 2012 Department of Community Development Jack Pace, Director John Batstone King County Housing Authority 600 Andover Pk W Tukwila, WA 98188 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D11 -340 King County Housing Authority — 700 Andover Pk W Dear Mr. Batstone, 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Stacy MacGregor at 206- 433 -7166 if you have any questions regarding the attached comments. 1) Please provide a plan drawn to scale for dimensional verification. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -340 W:\Permit Center \Correction Letters\2011\D11 -340 Corr Ltr #1 to Rev #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • Matt Peterson From: Denise Liftin < dliftin @triadassociates.net> Sent: Thursday, March 22, 2012 8:39 AM To: Matt Peterson; Jeff Cox Cc: John Batstone Subject: RE: Landscaping at KCHA 700 Building Matt: The plants selected in the area that is not to be irrigated are plants that are included on the King County Cooperative Extension - Low Water Use Plant List with the exception of Helictotrichon sempervirens and Rubus calycinoides. The Helictotrichon is included on the Great Plant Picks (GPP) list. Cotinus obovatus and Prunus laurocerasus (an alternate variety) are also included on the GPP list. Although I have seen instances of Rubus calycinoides thriving in low water conditions, I am not able to find documentation indicating this. In light of this, I suggest that this plant selection be switched to Cotoneaster dammeri (on both the King County and GPP low water use lists). Please let me know if substituting the Rubus and leaving all other selections as submitted will be acceptable to Stacy and if we should update the plans accordingly. We are open to further discussion if necessary for plan approval. Thanks, Denise Liftin 1 Associate, Landscape Architect Triad Associates 12112 115th Ave NE Kirkland, WA 98034 D: 425.216.2128 P: 425.821.8448 F: 425.821.3481 E: dliftin @triadassociates.net W: www.triadassociates.net Civil Engineers 1 Surveyors 1 Planners 1 Landscape Architects From: Matt Peterson fmailto:MattP @kcha.orgl Sent: Thursday, March 22, 2012 7:23 AM To: Denise Liftin; Jeff Cox Cc: John Batstone Subject: FW: Landscaping at KCHA 700 Building Denise /Jeff, Please review and comment prior to resubmittal of landscape plan. I would like an appropriate response to discuss with Stacey. Thanks, Matt 1 • • From: Stacy MacGregor J mailto :Stacy.MacGregor @TukwilaWA.govl Sent: Wednesday, March 21, 2012 1:04 PM To: Matt Peterson Subject: Landscaping at KCHA 700 Building Hi Matt, I went through the plant list for the plants on the east side of the spur that won't be irrigated. There are a number of the plants in this area that are not drought tolerant. Specifically, the cinquefoil, otto luyben laurel, and bramble. If plant lists are needed, Great Plant Picks at http: / /www.greatplantpicks.org/ has a nice interactive list of drought tolerant, full sun plants. Please revise the plant palette for the plants on the east side of the spur to drought- tolerant species. You can send me a pdf of the revisions if you would Tike. Stacy MacGregor Assistant Planner 1 City of Tukwila 6300 Southcenter Blvd I Tukwila, WA 98188 Tuesday, Wednesday, Thursday 8:30 -3 ph: (206) 433 -7166 1 fx: (206) 431 -3665 Please note my new email address and the City's new websites stacy.macgregor@TukwilaWA.gov I www.TukwilaWA.gov 2 • • KING COUNTY HOUSING AUTHORITY CAPITAL CONSTRUCTION DEPARTMENT * 625 ANDOVER PARK WEST, SUITE 107 * TUKWILA, WA 98188 March 14, 2012 Stacy MacGregor Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 3100 Tukwila, WA 98188 RE: 700 Building - Permit Revision Dear Ms. MacGregor, As follow up to our recent discussion, KCHA is submitting for a permit revision on above referenced project including: - Parking Layout - See attached correspondence and drawings dated 3/14/12 from our consultant Triad Associates adding a total of 14 spaces to 700 Building and 3 spaces to 600 Building. KCHA is seeking additional parking spaces to serve clients and visitors to the campus. The proposed modifications also serve to better define traffic flow in SE portion of the property. Should you have any further questions regarding the application, please contact me at 425- 999 -5233 or mattp @kcha.org. Thank you. Sincerely, Matt Peterson Project Manager Capital Construction Department King County Housing Authority Enc: Triad Associates Letter 3/14/12 Plan Sheet C1 .l a - Site Plan Plan Sheet L1.1 - Landscape Plan REVISION N0.! AEI -31-10 RECEIVED MAR 14 2012 PERMIT CENTER • • March 14, 2012 Matt Peterson King County Housing Authority 625 Andover Park West Tukwila, WA 98188 -2583 RE: 700 Building — Minor Modification to Parking Layout Triad Job No. 11 -040 Dear Matt: 1 A T E S 12' 12 IP,thA..•ati.c'SE r.•••• ••,:;..!JA 9;!0 54 1,92'1 425.821.8448 $2. 3.5535 i.r. 0756 to f•: It' C., o ..l•1r::: The following minor modifications are proposed to the parking layout for the King County Housing Authority 700 Building Renovation project. The numbering below follows what is shown on the parking modification plan, beginning at the front of the 700 Building and moving counter - clockwise. 1. One standard stall has been added adjacent to the entry island and the landscape planter and entry walk has been modified to provide required parking lot landscaping. 2. At the SE corner of the 700 Building, an existing planter island is to be removed and one compact stall and one standard stall are proposed. A new landscape planter island is proposed to replace the existing one. 3. One standard stall is proposed, with the existing planter island reduced in size. 4. The existing driveway off of Minkler Blvd. is moved to the east approximately 9 feet. One standard stall is added with a 6 -foot wide planter island adjacent to it. The new driveway apron will be 25 feet wide, consistent with the proposed driveway off of Andover Park West. 5. Two standard stalls are added in this area, with a 6 -foot wide parking landscape area proposed adjacent to the perimeter planting area. The nearest stall is 20 feet from the curb line of Minkler Blvd.. This is similar to the parking relationship at the current entry to the 600 Building. The typical back -up movement would be for cars to pull out of these stalls away from Minkler and into the parking lot, allowing for a clear driveway. 6. Five new compact stalls are proposed in this area. New planter islands are proposed to clearly define these stalls and the traffic patterns around them, and to provide required parking lot landscaping. 7. An additional parking landscape island has been added to clearly define traffic patterns in this area. 8. One additional compact stall has been added in this area. Modifications at the 600 Building RECEIVED MAR 14 2012 9. One compact stall has been added to this area. The proposed planter island has EMIRENTER to 6 feet to meet required landscape standards, and the 8 stalls to the west have been reduced to compacts. 10. Two planter islands proposed as part of the original revisions to the 600 Building have been removed. This area returns to its existing parking layout with the exception of an added surface stripped walkway. REVISION NOLL b 11-- 3)-10 r1l a;;n?tl� D env e�lio�p in feYn t tioin?spudlrt ahngt�s • • Page Two Matt Peterson King County Housing Authority March 14, 2012 An additional 14 stalls have been added to the 700 Building, and an additional 3 stalls added to the 600 Building. The parking calculations have been revised to reflect these new stalls. If you have any questions regarding any of this information, please feel free to contact me at (425) 216- 2126 or jcox @triadassociates.net. Thank you. Sincerely, TRIAD A,pCIATES Jeffrey , ASIA President JLC /ca RECEIVED MAR 14 2012 PERMIT CENTER P • Jennifer Marshall From: Jennifer Marshall Sent: Tuesday, February 14, 2012 9:57 AM To: 'JohnB @kcha.org' Cc: Stacy MacGregor Subject: RE: RESUBMITTALS Attachments: Revision Submittal Sheet.pdf Good morning John, I am responding to the portion of your email which references changes /revisions to the building permit per Stacy's request. In order to submit a for a revision to your existing building permit, D11 -340, please complete the attached Revision Submittal Form and provide four sets of the revised plan sheets. All documentation must be submitted /walked -in as a hard copies to the Permit Center. Please note that since the original plans were 30 x 42" all subsequent submittals must be the same size. If you have additional questions regarding the building permit revision process, feel free to email or call me at the number below. )ennifer Marsha(( Permit Technician, City of Tukwila T: 206 431 -3670, F: 206 431 -3665 jennifer .marshall@atukwilawa.gov From: Stacy MacGregor Sent: Tuesday, February 14, 2012 9:25 AM To: Jennifer Marshall Subject: FW: RESUBMITTALS Jennifer, Would you answer John's question regarding revisions to the building permit. I will respond to the sign question. Thanks, Stacy MacGregor Assistant Planner I City of Tukwila 6300 Southcenter Blvd I Tukwila, WA 98188 Tuesday, Wednesday, Thursday 8:30 -3 ph: (206) 433 -7166 I fx: (206) 431 -3665 Please note my new email address and the City's new websiites stacy.macgregor @TukwilaWA.gov I www.TukwilaWA.gov From: John Batstone f mailto:JohnB@kcha.orcll Sent: Monday, February 13, 2012 10:14 AM 1 To: Stacy MacGregor Cc: Claude DaCorsi; Matt Peterson Subject: RESUBMITTALS Hello Stacy, How do you want the plans submitted that include the revisions that were part of the Building Permit? I have had the changes included on the site layout plans and they have been issued to the contractor. I can send them electronically or in hard copy, so let me know what works for you. I can inform you that we have decided to keep the existing monument sign on the corner on Minkler and Andover Pk. W. and just change out the lettering. Do you need to see this proposal at the same time as the application for the KCHA signage on the canopy and artwork on the building? We are also considering a slight change to the body color and this will be submitted for your consideration at the same time. Thank you, John. John Batstone Senior Development Manager Capital Construction Dept. King County Housing Authority (206) 225 -4549 2 PJcifergu mail • • 275 Fifth Street, Suite 100, Bremerton, Washington 98337 ;;ii( int••rior ply tn.n. Main: (360) 377 -8773 • Fax: (360) 792 -1385 • www.rfmarch.com December 09, 2011 Mr. Allen Johannessen Plans Examiner City of Tukwila 6300 South Center Boulevard, Suite 100 Tukwila, WA 98188 RE: King County Housing Authority TI at 700 Andover Park West Development Permit Application Number D11 -340 and PG11 -167 Dear Mr. Johannessen: CITY OF RECEIVED DEC 12 2011 PERMIT CENTER In response to the City of Tukwila's building permit correction letter #1 dated November 18th for the project noted above, we are submitting the following responses (numbers correspond to comments noted on the correction letters). Building Review Responses: 1. As requested we are attaching specifications for all door hardware (division 087100 Door Hardware and 084200 Automatic Operators) including hardware groups. Electric strikes are located to limit access to certain areas and in one direction only they are operated with a key FOB. A FOB is not required to pass through any of doors in the direction of exiting for any space. 2. Additional details for the bracing and enclosure of the ceiling clouds are shown on the attached drawing A7.4A 3. Details for the ships ladder are shown on the attached drawing A7.4A. Additionally specification section 055000 Metal Fabrications is attached for reference. 4. The grab bar has been changed on our drawings to be 18" in lieu of the 3' -0" indicated - though either is code compliant. A revised sheet A7.3 is included in this re- submittal package. 5. We are addressing items 5, 6, and 7 in this paragraph. Discussions with the City of Tukwila Building Department indicate that full compliance with the 2009 Washington State Energy Code will not be required per 101.3.2 exception 1. Also note that the new entry vestibule is an unheated space. The following summarizes the measures we are employing to significantly King County Housing Authority TI at 700 Andover Park West Development Permit Responses Page 2 improve the building's energy performance, additionally a copy of the Washington State Energy Code's envelope summary is attached: Building Envelope Mechanical System: The existing mechanical system is made up of a 16 rooftop gas -pack units. None of these units have economizers and many do not have fresh air intakes. Approximately half of these units are 30 years old and need to be replaced. The new mechanical system provides heating and cooling through a VRF (variable refrigerant flow) system to 28 zones inside the building. Ventilation is provided by ERV (Energy Recovery Ventilator) based system that removes heat from exhaust air and transfers it to incoming fresh air. Building Performance Utilizing existing mechanical systems with the existing envelope, the building could be expected to perform with an EUI (Energy Use Index) of approximately 50 kbtu /sf /year. It is estimated that with the new measures in place the building should perform with an EUI of approximately 30 kbtu /sf /year. This is a value that would exceed the performance of a new office building built to minimum Energy Code Standards with conventional heating and cooling systems. 8. The symbol in front of door 175A appears to be an errant rectangle; these have been removed on our drawing. The detail bugs referencing sheet A6.1 has also been removed. Revised Sheet A2 -3A is included in this re- submittal package. 9. See attached revised Sheet TDSC 11 showing Van accessible parking stall. Plumbing Review Responses: 1. Four open site drains are provided for condensate disposal from heat pumps. Trap primer connections and water supply piping have been added to the four open site drains as shown in detail 4 on sheet P1.0 and as shown on sheet P2.1. Both of these sheet additions are clouded with delta 3 reference. 2. Floor drains in bathrooms are new additions. Floor drain detail has added trap primers to bathroom floor drain detail, as shown. Existing Value New Value Walls R -0 R -15 Windows U = 1.45 (table 10-6) U = .40 (SHGC = .50) Roofs Approximately R -28 R -30 at patched areas Mechanical System: The existing mechanical system is made up of a 16 rooftop gas -pack units. None of these units have economizers and many do not have fresh air intakes. Approximately half of these units are 30 years old and need to be replaced. The new mechanical system provides heating and cooling through a VRF (variable refrigerant flow) system to 28 zones inside the building. Ventilation is provided by ERV (Energy Recovery Ventilator) based system that removes heat from exhaust air and transfers it to incoming fresh air. Building Performance Utilizing existing mechanical systems with the existing envelope, the building could be expected to perform with an EUI (Energy Use Index) of approximately 50 kbtu /sf /year. It is estimated that with the new measures in place the building should perform with an EUI of approximately 30 kbtu /sf /year. This is a value that would exceed the performance of a new office building built to minimum Energy Code Standards with conventional heating and cooling systems. 8. The symbol in front of door 175A appears to be an errant rectangle; these have been removed on our drawing. The detail bugs referencing sheet A6.1 has also been removed. Revised Sheet A2 -3A is included in this re- submittal package. 9. See attached revised Sheet TDSC 11 showing Van accessible parking stall. Plumbing Review Responses: 1. Four open site drains are provided for condensate disposal from heat pumps. Trap primer connections and water supply piping have been added to the four open site drains as shown in detail 4 on sheet P1.0 and as shown on sheet P2.1. Both of these sheet additions are clouded with delta 3 reference. 2. Floor drains in bathrooms are new additions. Floor drain detail has added trap primers to bathroom floor drain detail, as shown. • • King County Housing Authority TI at 700 Andover Park West Development Permit Responses Page 3 If you have questions about any of the responses, please do not hesitate to call. Sincerely, Rice Fergus Miller, Inc Gregory A. Belding Principal Attachments: Specification Section 055000 — Metal Fabrications Specification Section 087100 — Door Hardware Specification Section 084200 — Automatic Operators Specification Section 095123 — Acoustical Tile Ceilings Revised A2 -3A —Floor Plan - Notations Revised A7.3 — Interior Elevations A7.4A — Ceiling and Ship's Ladder detail. Revised Sheet C1.1 —Civil Site Plan Revised Sheet P 1.0 (with trap primers) Revised Sheet P2.1 (with trap primers) • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 18, 2011 John Batstone King County Housing Authority 600 Andover Pk W Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D11 -340 King County Housing Authority — 700 Andover Pk W Dear Mr. Batstone, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, and Plannings. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Stacy MacGregor at 206 - 433 -7166 if you have any questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, JCS Bill Rambo Permit Technician encl File No. D11 -340 W:\Petmit Center\Correction Letters\2011\D11 -340 Correction Letter 41.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4, Tukwila Building Division Alien Johannessen, Plan Examiner Building Division Review Memo Date: November 17, 2011 Project Name: King County Housing Authority Permit #: D11 -340 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The door schedule shows some doors with electric strikes. Also in the door schedule it references different hardware groups; however the hardware group table is not on the plan. Provide the door hardware specifications for all doors and specifically explain the operation of electric strikes where the electric strikes operation shall meet emergency exiting requirements. (IBC 1008.1.9 &1008.1.9.8) 2. Provide specific details for the clouds that show how they are hung with details for enclosure of the cloud perimeter. Show how the clouds are seismically braced. This detail shall be in addition to and separate from the suspended ceiling details on sheet A7.4. 3. Provide specific details for the ships ladder accessing the mezzanine specifying materials, dimensions and how it is installed. 4. Vertical grab bar on sheet A7.3 shows 30 ". For your record correct to specify 18 ". This item can be redlined on the sheet without producing a whole new sheet. 5. The exterior walls shall require a detail showing the insulation as specified for metal framing. The energy code requires a thermal break where the wall insulation requirement is R -13 with R -7.5 continuous insulation for a thermal break. Provide a detail specifying exterior wall construction with the insulation specified per energy code. Specify the type of R -7.5 insulation and how it shall be installed. (WSEC Table 13 -1 Metal framing) 6. In addition to item # 5) specify insulation for all roofs, new and existing, on plan details in compliance with WSEC Table 13 -1. 7. Provide an envelope summary for the building. Building envelope shall be brought up to the current energy code standards. If the building cannot meet the prescriptive code then a component performance approach shall be required with detailed specifications to meet energy code. (WSEC Table 13.1) ■ • • 8. There is a symbol in the hallway by vestibule 188, in front of door 175A. Specify what that is to determine if that may be blocking the hallway or remove it from the plan. In addition to that there is a symbol with a circle A6.1 where the elevation reference could not be found. Please clarify. 9. Show at least one Van parking ADA stall for this building. Show dimensions and specifications for the van parking and the van parking signage. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: November 17, 2011 APPLICANT: KCHA RE: D11-340 ADDRESS: 700 Andover Park West Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. This project is subject to design review. 2. Planning cannot sign off on the building permit until the design review approval is complete and the conditions /changes to the project that result from the design review process are incorporated into the building permit plans. • • David McPherson From: Joanna Spencer Sent: Wednesday, November 02, 2011 3:52 PM To: David McPherson Subject: RE: 11 @ 700 APW KC HOUSING FYI, Backflows are ok. joanna From: Todd Reedy Sent: Wednesday, October 26, 2011 7:55 AM To: Joanna Spencer Subject: RE: TI @ 700 APW D11 -340 Good Morning Joanna, Regarding 700 APW: - All backflow preventer installation and testing is current. - AMR is OK. -FDC is OK. Have a great day, Todd • • Joanna Spencer From: Todd Reedy Sent: Wednesday, October 26, 2011 7:55 AM To: Joanna Spencer Subject: RE: TI @ 700 APW D11 -340 Good Morning Joanna, Regarding 700 APW: -All backflow preventer installation and testing is current. -AMR is OK. -FDC is OK. Have a great day, Todd From: Bryan Still Sent: Wednesday, October 26, 2011 6:04 AM To: Todd Reedy Subject: FW: TI @ 700 APW D11 -340 From: Joanna Spencer Sent: Tuesday, October 25, 2011 5:18 PM To: Bryan Still Cc: Han Kirkland; Joanna Spencer Subject: Ti @ 700 APW D11 -340 Hi- Are they current on their backflows ? Thanks, Joanna Spencer Development Engineer Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Phone: (206)431 -2440 Fax: (206)431 -3665 Joanna.Spencer @TukwilaWa.gov /www.TukwilaWa.gov PROJECT NAME: l PERMIT NO: II 11, 1 l — 3'-j 0 ORIGINAL ISSUE DATE: la - -)-7— SITE ADDRESS: -70() 41.4014,. � 1,. f REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS l -6— t 1-1f—� i� -7-S'--td- Ul,/C, Summary of Revision: ft VS p .�, S --[ t-I 2� ) Summary of Revision: C ,k4 144 es 4-eJ r4- 1 d J t' pot Received by: J41 imai t REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 01 02.12 -7-S'--td- Ul,/C, Summary of Revision: ft VS p .�, tylf-f- / ,j,,, ,, 0 ) Received by: , M11/V--0-2CA (ple nt) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '! O -1 /12 Plan ChecWPermit Number: 1) { 1- 340 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued kRevision requested by a City Building Inspector or Plans Examiner Project Name: 14.14J& C;om stIv AU-Cite-FA-Cy Project Address: 700 AtJP0 EZ f2Agic WT Contact Person: JIbYN TtT6IV6 fri TT P>✓T au Phone Number Summary of Revision: °2° v a17. PLMJ c�0 LA JUL 02 2012 ERN7 CENTER Sheet Number(s): 4 oye i 4 vizA N 6NG NVF'S'Ell. 1C). "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J JVL' kEntered in Permits Plus on 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: /ittp://www,cltukwlla.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc Date: April 12, 2012 Plan Check/Permit Number: D 11 -340 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: King County Housing Authority Project Address: 700 Andover Pk W Contact Person: John Batstone/Matt Peterson Phone Number; (206) 574- 1100/(206) 574 -1271 Summary of Revision: Sheet C 1.1 a: Added painted one way arrows and one way only directional sign at the parking area at the south east corner of the building. 6iECE1V® CRY OF TUKWILA MAY ,0.3 20121 PERMIT CENTER Sheet L1.1: Revised irrigation note in area east of the tracks, adding that manual watering would be for 2 -3 years During plant establishment. 3l %LL! to 71.►. %Ill 'I r �1L... !!:•.' r . . ►u V Sheet Number(s): Sheet C1.la and L1.1 (revision 5- 4/12/2012) "Cloud" or highlight all areas of revision includin da e of rev n Received at the City of Tukwila Permit Center by: ta'Entered in Permits Plus on —� t \app matrons orms•app icauons on m vision su r 8 -13 -2004 Revised: City* Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q_ 1)- Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ra— Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 12-1 (�,�n 'HthJJ 1,ne 4)+\\GPr 4-■% Project Address: 1 4) Contact Person: J cA\ ,vim , Phone Number: .)--O 6 - s- { Si.{ Summary of Revision: pkowl kt,,iccoroQ 10C4v1 au� MAR 27 2012 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of ion Received at the City of Tukwila Permit Center by: c Entered in Permits Plus on �--j H: Appliadons%Fam,-Applioations On Linei2010 Appliatia07 -2010 - Revision Sobmittal.doc Crated: 8-13 -2004 Revised: 7 -2010 City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - /4 " Z° IZ Plan Check/Permit Number: 9\1- 3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ,- after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 700 Project Address: ?OD * dt1,,py Contact Person:stryTh (6)4009i1 Phone Number: Summary of Revision: Addt-htArtAA.t p 1 ii.;tApt/ A4A-e( rorneyil421 ti:i= itr'i.t3 C'RY OF TUKWILA MAR 1.4 20121 Sheet Number(s): l o . o 1 "Cloud" or highlight all areas of revision including date o Mon Received at the City of Tukwila Permit Center by: rif—Entered in Permits Plus on 1-4-1 H:ADP1 iom1Fmms-Applicutkm On Line42010 Appliatiom17 -2010 - Revision Submi0al.doo Crated: 8-13 -2004 Revised: 7 -2010 p,/( • • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/12/2011 Plan Check/Permit Number: D11-340 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 700 Building Renovations Project Address: 700 Andover Park West, Tukwila, WA 98188 Contact Person: John Batstone Summary of Revision: See enclosed letter with attachments. Phone Number: (206) 225 -4549 crry of rikwu :DEC 12 2011 PERM; CEtu rE;� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cente by: ti, Entered in Permits Plus on lik 1 t.� H:\Applicatiom\Form - Applications On Line\2010 Applicetious \7 -2010 - Revision Submitta doc Revised: May 2011 2. k1 King County Department of Natural Resources and Parks Wastewater Treatment Division *II -3L1 0 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type leo tPcvAA V6271—. Property Street Address City L Owner's Nam Subdivision Name Subdiv. # Building Name 7O sQt ` State Lt% Lot # Block # (if applicable) ( t ) 2ZS--41s2f1 Jo BUCk Owner's Phone Number (with Area Code) ( 7.EI (Q ) 2-i 464°1 �bLAA S P Property Contact Phone Number (with Area Code) Owner's Mailing Address For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 42 is lel 124 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 y 4 D ishwasher 2 2 J 2. Drinking fountain (each head) 1 .5 2_ 2 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 tee Sink, Clinic flushing 8 8 Sink, kitchen 3 2 5 Sink, other (service) 3 1.5 j 'j Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 j S Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 /0 (pp Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 9-175 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE):. 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 - C. Total Residential Customer Equivalents: (add A & B) A B 4.75 RCE RECEIVE OCT 18 2011 RCE PEWIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of correc�,ata for determination of a revised capacity charge. Signature of Owner /Representati Print Name of Owner /Representative 1058 (Rev. 9/07) Date � u- .., Pyvr - te44.1 4Jv 64v4 White - Kina County Yellow - Local Sewer AaencG Pink - Sewer Customer /1 Contractors or Tradespeople Prj, er Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L81 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name C D K CONST SERVICES INC UBI No. 601513599 Phone 4257888441 Status Active Address Po Box 1767 License No. CDKCOSI066MA Suite /Apt. License Type Construction Contractor City Duvall Effective Date 7/1/1994 State WA Expiration Date 10/8/2013 Zip 980191767 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company s License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CDKCO "101NL C D K CONSTRUCTION Construction Contractor General Unused 8/13/1990 6/30/1994 Archived ROGEREP160MQROGER E POWELL CONSTRUCTION Construction Contractor General Unused 7/18/1984 5/21/1986 Archived Business Owner Information Name Role Effective Date Expiration Date DAVIES, CHRIS H President 07/01/1994 Bond Amount POWELL, ROGER E Vice President 07/01/1994 6617650 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 FIRST NATL INS CO OF AMERICA 6617650 06/30/2010 Until Cancelled $12,000.0007/08 /2010 5 FIDELITY 8 DEPOSIT CO OF MD 08761379 06/30/2005 06/30/2010 12/25/2010 $12,000.0004/26 /2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 20 Companion Specialty Ins Co vg11141440 12/20/2011 12/20/2012 $1,000,000.00 12 /15/2011 19 COMPANION SPECIALTY INS CO VGL1031089 12/20/2010 12/20/2011 $1,000,000.00 12/17/2010 18 UNITED SPECIALTY INS CO AGL0920795 12/20/2009 12/20/2010 $1,000,000.0012 /18/2009 17 UNITED SPECIALTY INS CO AGL0810574 12/20/2008 12/20/2009 $1,000,000.0012 /16/2008 16 QBE SPECIALTY INS CO GX000140 12/20/2007 12/20/2008 $1,000,000.00 01/03/2008 15 FIRST MERCURY INSURANCE CO FMFL002680 04/09/2007 04/09 /2008 $1,000,000.00 04/11/2007 14 INTERSTATE FIRE ft CAS CO PGL1000455 04/09/2007 04/09/2008 $1,000,000.00 03/30/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 12/27/2011 FEC ZONE 10 2,95 SF MEM / DIRECTOR OFFICE �0 MNGR. OFFICE 0� MNGR. OFFICE �0 CAPITAL- ^ CONSTRUCTION OPEN alt■■4■■11•■4■ Pi «» FEC ZONE 13 1,890 SF FEC ZONE 14 1,890 SF KCHA SHARED DINING 10 • • 2,950 SF rFEC�JNE11 r--- _ � 2,040 SF 1 1 CAPITOL' CONSTRUCT! WORK RM N0 1 NHERIZATION N0 ~� ~� WEATHERIZATION OPEN _ 4■■w■~4■■4■~4~~4~~w~~_41■••4171F=41■••w•4~m4~m4~= FEC 13 KC�_ SHARED KITCHEN KCHA SHARED LOUNGE El CONFERENCE 02 0i 41_i■■�� CONFERENCE 03 00 KCHA SHARED CONFERENCE 01 B0 TRAINING �w FEC14 6�.4emm4~~4.~4~m*ma~4m~4••4.~4~.4m~4~~ MEM OMNI RESIDENT SERVICES OPEN OFFICE 00 =IMO MINIM O � u IMMO OFFICE @� OFFICE @0 DI ECTOR OFFICE Ei OFFICE E0 rmEN :� •� WOM 1 END 1-EC 11B DIRECTOR OFFICE El 1 1 1 / 06 El 1 N ~ 1 - 4111•110-111=1 1 1 1 1 SW. MAINTENANCE OPEN d MNGR. OFFICE 0� WE THERIZATI SECURE • STORAGE FILE I ••40�•4~~4~m4~ ` �EC 11A &�c��» RESTROOM MEN S JA QUIET RM. 01 00 N OFFICE 1 El OFFICE -A.REEAv,N �EmME4i=- wEI wm M N FEC ZONE 8 1,455 SF 1 * 1 MNGR. OFFICE 0� m 1 I.T. WORK SPACE / STOR. E0 1 1 SECURE 8 FILE STOR. n STOR LOCKER RM El ~~ 0E0 0 STOR. E0 0 mN - U� INTERVIEW RM. 01 se FIRE EGRESS FLOOR PLAN 1/16"= No chan of wor Tukwila NOTE: Revisions will require a n / ` REVISIONS s shall be made to the scope 'vision. submittal FEC ZONE 1 2,250 SF FIRE EGRESS & LIFE SAFETY LEGEND Cto EXIT POINT FROM BUILDING • EXIT TRAVEL START POINT FOR DISTANCE NOTED TRAVEL DISTANCE DIRECTION OF EXIT POINT EXISTING 2 HOUR EXTERIOR WALL MAXIMUM TRAVEL DISTANCE OCCUPANTS PER ROOM olo~OmO~. El e VES BULE 0 IBM Ct 114 CAFE El •m4m1,4110m~4.1 RVIEW RM. 02 2 � m IN = 111 RECEPTION El OMNI - ] ,_� RESTROOM LOCKER RM. 1 CONFERENCE 05 FEC 12B .4■■■4■■4■■4 INTERVIEW RM. 04 �0 OFFICE MNGR. El N� El CONFERENCE 04 00 SWITCH BOARD OWED � 1". ASSOC. DIRECTOR El FEC 31 ! i \ � 8 OPEN OFFICE 1 Q0 FEC ZONE 2 3,000 SF EMERGENCY POWER G/ EGRESS PATHWAY LIGHTING LIGHTED EXIT SIGNS & EGRESS DIRECTIONAL SIGNAGE FIRE EXTINGUISHER LOCATION FEC ZONE 12 2,040 SF ~�~ E0 MNGR OFFICE El OFFICE �0 _`� SW. MAINTENANCE El cnQ/ wQS OPEN OFFICE FEC 7 1 1 1 EM= D3 DIE2 • IP■mm*~m*mamO=aipp•mip•~ip•mOmmalNma FEC 6 GENERAL STOR. RM. �0 OFFICE - GEM MNGR. OFFICE MNGR. OFFICE �0 �FEC5 t■t t■t 4■No41■1 4■1 t■ sem o■o MGNR. OFFICE 0l @0 \ � FEC ZONE 3 3,000 SF mm.mm*mmillo R. CE FEC ZONE 7 2 800 SF BASED INTAKE OPEN OFFICE 0Q _- 11 tm=. t.t t.t������ EEI _ H USING OPEN EFICE 1 SECTION\ 8 OPEN OFFICE � � FEC ZONE 6 2 950 SF FEC ZONE 5 2 550 SF FEC ZONE 4 2,700 SF TOTAL OCCUPANT LOAD = 453 0 2'-0" MIN. CENTERED ON W / 36" MIN. WHERE WALL SPACE PERMITS W/ THE ADDITIONAL 12" LENGTH ON THE TRANSFER SIDE OF THE WC (A117.1, 604.5.2) MARK DIAGRAM .�� - ~� ~�_� -~~ CONSTRUCTION FIRE SOUND SMOKE RATING SOURCE RATING SOURCE RATING SOURCE P1 INTERVIEW RM. 01 B Business Area EXISTING 5 CONCRETE WALL 3/8" CAVITY 35/8^ METAL STUDS WITH BLOWN |NCELLULOSE INSULATION 1 LAYER 50^ WEATHER RESISTANT GWB NONE N/A NONE N/A NONE N/A ^� ' ! �� � ./^` � ' . � '~' ' '��'.. ^`' ' �'`� ,�� '''' . �� fir --r- •-tp-Ir -v.- --v-- -1" -.V- iir A.. .,.._ At _Al _.1._ ...A._ _AL -.I .Ippo, 6.- , 61111 B Business Area 100 s.f. (gross) per occupant P2 111 INTERVIEW RM. 04 -- 1 LAYER 5/O^GWB 3 5/8" METAL STUDS ACOUSTIC BATTINSULATION 1 LAYER 50^GWB NONE UL DES U465 45-49 NRCC81O4&, 2�-81 N/A N/A .. . . , „ 2 113 SWITCH BOARD - pit," 10Oo.f.(gmsn) per occupant 2 114 P3 B Business Area 100 s.f. (gross) per occupant 1 LAYER 5/8" GWB 350 METAL 1 LAYER 5/8" GWB NONE N/A � / 35-39 RALTL00'114 ' 441'O0 NONE N/A 117 ASSOC. DIRECTOR | L-� ' \ ` .', , ,' , . � � ' ��� ��_ 2 P4 MGNR. OFFICE B Business Area 4�0^HTPARTITION: NONE N�` N0NE NA\ NONE N�` 1LAYER5/8^GWB 2X4 WOOD STUD5 1 LAYER 5/8^GWB 120 MGNR. OFFICE B �N� ���| 100 s.f. (gross) per occupant i 121 SECTION 8 OPEN OFFICE B P5 100 s.f. (gross) per occupant 14 122 1 LAYER 5/8" GWB 2 LAYERS 35/8^ METAL STUDS WITH SOUND BATT INSULATION 1 LAYER 5/8^GWB NONE )N/A ' { NONE N/A NONE N/A B Business Area 100 s.f. (gross) per occupant 9 124 PROJECT BASED INTAKE OPEN OFFICE B 11.- ...- -9-- -.• -...- -Tip• -• -.• 1- 1' lip 19 125 P6 B Business Area 1UUul(gnooa) per occupant i LAYER 50^GWB 8. METAL STUDS 1 LAYER 5/8^GWB NONE N/A 35-39 RALT00-114. 4'11'Un NONE N/A 128 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 129 Partition Types 11 GRAB BARS' VERTICAL GRAB BAR 1) LOCATIONS A8SHOWN. FIXED SIDE WALL HORIZONTAL AND VERTICAL GRAB BARS (AJ171.004.51). REAR WALL GRAB BARS (A117.1, 604.5.2) 2) GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4" NOR MORE THAN 1 1/2" AND SHALL PROVIDE CLEARANCE OF 1 1/2" BETWEEN THE GRAB BAR AND THE WALL. 3) GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33" MIN. AND 36" MAX. ABOVE THE FLOOR (A117.1, 609.4) 16" - 18" (A117.1, WC CLEARANCE 58r DEEP x60rWIDE (A117.1, 604.3.1) WATER CLOSET (A117.1, 604) 5''O^MIN. CLR. 7"'9" IN FRONT OF WC (A117.1, 604.7) TOILET PAPER DISPENSER (A117.1, 604.7) SEE ACCESSIBLE FIXTURE MOUNTING HEIGHT DETAIL FOR MOUNTING HEIGHT 30"x48 CLEAR FLOOR OR GROUND SPACE FOR DOOR SWING ALLOWANCE (A117.1, 603.2.3 EXCEPTION) MIRROR (A117.1, 603.3) SEE ACCESSIBLE MOUNTING HEIGHT DETAIL LAV (A117.1, 606) LAV CLEAR FLOOR OR GROUND SPACE 30"x48" EXTENDS UNDER LAV PROVIDING KNEE & TOE CLEARANCE PER SECTION 306 (A117.1, 606.2) DOOR SWING SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE WHEEL CHAIR TURNING SPACE (A117.1, 304.2) SEE WHEEL CHAIR TURNING SPACE DETAIL. DOOR IS ALLOWED TO SWING INTO SPACE OCCUPANT LOAD CHART RM. NUMBER WAITING 1 LOBBY OCCUPAN Assembly - Unconcentrated FLOOR AREA PER OCCUPANT E OCCUPAN ROOM NAME CY GROUP FUNCTION OF SPACE 1004.12 2006 IBC) CY 101 WAITING 1 LOBBY B Assembly - Unconcentrated 15ot(not) per occupant 72 102 RECEPTION B Business Area 100 s.f. (gross) per occupant 3 107 INTERVIEW RM. 01 B Business Area 100 s.f. (gross) per occupant 2 108 INTERVIEW RM. 02 B Business Area 100 s.f. (gross) per occupant 2 110 INTERVIEW RM. 03 B Business Area 100 s.f. (gross) per occupant 2 111 INTERVIEW RM. 04 B Business Area 100 s.f. (gross) per occupant 2 112 OFFICE MNGR. B Business Area 1UUa.f.(gmao) per occupant 2 113 SWITCH BOARD B Business Area 10Oo.f.(gmsn) per occupant 2 114 WORK ROOM B Business Area 100 s.f. (gross) per occupant 3 110 CONFERENCE 04 B Business Area 100 s.f. (gross) per occupant 3 117 ASSOC. DIRECTOR B Business Area 100 s.f. (gross) per occupant 2 118 MGNR. OFFICE B Business Area 10Ool(gr000) per occupant 2 119 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 120 MGNR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 121 SECTION 8 OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 14 122 SECTION 8 OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 21 123 SUPPORTIVE HOUSING OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 9 124 PROJECT BASED INTAKE OPEN OFFICE B Business Area 1OUai(gr000) per occupant 19 125 CTU/HU8 OPEN OFFICE B Business Area 1UUul(gnooa) per occupant 12 127 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 128 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 129 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 130 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 131 SPRINKLER RISER RM. B Accessory Area - Equipment 300 s.f. (gross) per occupant 1 132 OFFICE B Business Area 100 s.f. (gross) per occupant 2 133 SW. MAINTENANCE S-1 Accessory Area - Storage 300 s.f. (gross) per occupant 8 134 WEATHER. SECURE STOR. B Accessory Area - Storage 300 s.f. (gross) per occupant 1 136 GENERAL STOR. RM. B Accessory Area - Storage 300 s.f. (gross) per occupant 1 137 SECTION 8 FILE STOR. B Accessory Area - File Storage 300 s.f. (gross) per occupant 2 138 STOR. B Accessory Area - File Storage 300 s.f. (gross) per occupant 1 141 SECTION 8 FILE STOR B Accessory Area - File Storage 300 s.f. (gross) per occupant 3 142 |I WORK SPACE /STOR. B Accessory Area - Equipment 300 s.f. (gross) per occupant 1 143 SW. MAINTENANCE RECEIVING AREA B Business Area 100 s.f. (gross) per occupant 3 144 SW. MAINTENANCE OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 5 145 MNGR. OFFICE B Business Area 10Ool(gr000) per occupant 2 146 OFFICE B Business Area 100 s.f. (gross) per occupant 2 147 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 148 WEATHERIZATION SECURE FILE STORAGE B Accessory Area - File Storage 300 s.f. (gross) per occupant 1 149 CONFERENCE 06 B Business Area 100 s.f. (gross) per occupant 3 150 DIRECTOR OFFICE B Business Area 100 s.f. (gross) per occupant 3 151 WEATHERIZATION OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 19 152 WEATHERIZATION WORK RM B Business Area 100 s.f. (gross) per occupant 3 153 CAPITOL CONSTRUCTION WORK RM B Business Area 1UOo.f.(gnmoo) per occupant 3 154 CAPITAL CONSTRUCTION OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 20 155 MNGR. OFFICE B Business Area 1OOs.f.(gnmnn) per occupant 2 156 MNGR. OFFICE B Business Area 1OUa.f.(groas) per occupant 2 157 DIRECTOR OFFICE B Business Area 100 s.f. (gross) per occupant 3 160 CONFERENCE 05 B Business Area 1O0ni(gnnnn) per occupant 3 161 OFFICE B Business Area 1DUol(gnooa) per occupant 2 162 CAFE B Business Area 100 s.f. (gross) per occupant 2 189 QUIET RM. 03 B Business Area 100 s.f. (gross) per occupant 2 170 QUIET RM. 02 B Business Area 1OOal(gmoo) per occupant 2 171 QUIET RM. 01 B Business Area 100 s.f. (gross) per occupant 2 172 JAN B Accessory Area - Maintenance 300 s.f. (gross) per occupant 1 173 CAFE B Business Area 100 s.f. (gross) per occupant 2 175 KCHA SHARED CONFERENCE 01 A-3 Assembly - Unconcentrated 15 s.f. (net) per occupant 58 176 TRAINING B Business Area 100 s.f. (gross) per occupant 14 177 CONFERENCE 03 B Business Area 1UUa.f.(g,000) per occupant 3 178 CONFERENCE 02 B Business Area 100 s.f. (gross) per occupant 3 179 KCHA SHARED LOUNGE A-2 Assembly - Unconcentrated 15 s.f. (net) per occupant 33 180 KCHA SHARED KITCHEN B Kitchen - Residential Appliances 200 s.f. (gross) per occupant 2 181 KCHA SHARED DINING A-2 Assembly - Unconcentrated 15si(net) per occupant 18 182 OFFICE B Business Area 100 s.f. (gross) per occupant 2 183 OFFICE B Business Area 100 s.f. (gross) per occupant 2 184 DIRECTOR OFFICE B Business Area 1ODn.f.(gnmo) per occupant 2 185 OFFICE B Business Area 100 s.f. (gross) per occupant 2 180 RESIDENT SERVICES OPEN OFFICE B Business Area 1OOol(gn000) per occupant 16 187 OFFICE B Business Area 100 s.f. (gross) per occupant 2 188 VESTIBULE 189 VESTIBULE W1100 MECH. 1 ELEC. MEZZANINE SEPARATE PERMIT REQUIRED FOR: Mfichanicat g Electrical El Plumbing 1% Gas PiOng C~ of Tukwila BUILDING DIVISION CLEAR FLOOR OR GROUND SPACES, CLEARANCES AT FIXTURES, AND WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO OVERLAP (A117.1, 603.2.2) FLUSH CONTROL, HAND OPERATED SHALL BE MOUNTED FOR USE FROM THE WEST SIDE OF THE WATER CLOSET AND NOT MORE THAN 44" ABOVE FINISHED FLOOR (\117.18O4.0) COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH SECTION 308 (A117.1, 603.4) SEE ACCESSIBLE FIXTURE MOUNTING HEIGHTS DETAIL FOR HEIGHTS. Accessible Public Toilet Room 12 WALL UN U L DETAIL ~ 1x2 METAL FURRING STRIPS EXIST. CONCRETE WALL 81/2^ METAL TRACK 50^ GYP BOARD 4" METAL STUDS 1 1/2" = WORK SURFACE ACCESSIBLE WORK SURFACE KNEE AND TOE CLEARANCE E8) NOTE: 1) 2) LU 0 0 3y'O^WIDE 28" MIN. TO 34^ MAX. TOP OF COUNTER (A117.1, 902.3) 902.1 ACCESSIBLE DINING AND WORK SURFACES SHALL COMPLY WITH SECTION9O2. 904.1 ACCESSIBLE SALES AND SERVICE COUNTERS SHALL COMPLY WITH SECTION 904. Acces^��� Reception Counter �U��:�� n���� U��� sible ....��u..... FORWARD APPROACH 30^x4O^ CLEAR FLOOR SPACE, PER SECTION 305. (A117.1, 902.2, 904.3.2) EXTENDS UNDER COUNTER PROVIDING KNEE & TOE CLEARANCE PER SECTION 306 PARALLEL APPROACH COUNTER SURFACE 36" MIN. IN LENGTH AND 36" MAX. IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. PER SECTION (A117.1, 902.4.1, 904.3.1) 30"x40 CLEAR FLOOR SPACE, PER SECTION 305. (A117.1, 606.2) EXTENDS UNDER LAV PROVIDING KNEE & TOE CLEARANCE PER SECTION 306 FAUCET PER SECTION 309 (A117.1, 606.4) INSULATE WATER SUPPLY & DRAIN PIPES TO PROTECT FROM CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (A117.1, 606.6) KNEE & TOE CLEARANCES SEE ACCESSIBILITY PROFILE DETAIL, THIS SHEET. NOTE THAT THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE & TOE CLEARANCES (A117.1, 606.2 EXCEPTION #2) Accessible Public Lavatory Ai ONII 1 ,.. • � r 1. MEW �� � ��� Symbol of Accessibility ����K��u�v�n ��U ����U��UnU� INTERNATIONAL SYMBOL OF ACCESSIBILITY (ICC A117.1, 703.7.2.1) COLOR: WHITE FIGURE ON BLUE BACKGROUND EQUAL TO NO. 15090 IN FEDERAL STANDARD 595A JURISDICTION CITY OF TUKWILA, WASHINGTON BUILDING CODES 2009 INTERNATIONAL BUILDING CODE (IBC) w/ WASHINGTON STATE AMENDMENTS, WAC 51-50 W/ CITY OF BREMERTON AMENDMENTS CHAPTER 17.04 - CITY BUILDING CODE 2009 INTERNATIONAL FIRE CODE (IFC) VN WASHINGTON STATE AMENDMENTS, WAC 51-54 W/ CITY OF BREM RTON AMENDMENTS CHAPTER 17.04 - CITY FIRE CODE 2009 INTERNATIONAL MECHANICAL CODE (IMC) N0 WASHINGTON STATE AMENDMENTS, VVAC51-52 2009 UNIFORM PLUMBING CODE (UPC) VV/ WASHINGTON STATE AMENDMENTS, VVAC51'50&VVAC51'57 2009 WASHINGTON STATE ENERGY CODE, WAC 51-11 2008 NATIONAL ELECTRICAL CODE (NFPA 70) ACCESSIBILITY 2009 IBC - CHAPTER 11 ICC/ANSI A117.1-2003 (REFERENCED BY IBC) OCCUPANCY OCCUPANCY CLASSIFICATION B, ACCESSORY A-2 & 5-1 AS IDENTIFIED RATED SEPARATION PER IBC TABLE 508.3.3 - NO SEPARATIONS REQUIRED WHEN FULLY SPRINKLERED. CONSTRUCTION TYPE TYPE:Ul-8 PER IBC TABLE 501, THE ONLY REQUIRED RATING FOR BUILDING ELEMENTS IS 2-HOUR FOR EXTERIOR WALLS. EXISTING EXTERIOR WALLS ARE MINIMUM 51/2^ CONCRETE, WHICH PER IBC TABLE 7O21(2)4-11|G MORE THAN ADEQUATE FOR 2-HOUR. FIRE PROTECTION AUTOMATIC FIRE SPRINKLER: NFPA 13 FIRE ALARM: IBC 907 & NFPA 72 BUILDING AREA LEVEL 1: (B OCCUPANCY (ACCESSORY A-2 MEZZANINE: 36,280 SQ FT 20,295 SQ FT 1,350 SOFT) 510 SQ FT BUILDING TOTAL: 36.790 SQ FT BUILDING HEIGHT - (IBC TABLE 503) NUMBER OF STORIES: 1 PLUS A MEZZANINE -22FRDMGRADETDT0POFPARAPET 16' FROM GRADE TO TOP OF ROOF TRAVEL DISTANCE IBC TABLE lO1O1' B OCCUPANCY WHEN FULLY SPRINKLERED - 300' � ' 3/ Building Code Notes ` 12"_1. �0" RIC ARCHITECTURE MIL 4419 �����. N�IN������0�� -_ 4~�\\ ^- Pima pban review approval is subject to errors and Appnwal of construction docurnontP dope ry o w " v wod` of �mm _ _-' of %apwmn(' Reid ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com REGISTERED ARC UU[CT STEVEN M. RICE STATE OF WASHINGTON 0" MIN. CLR 3['0^MIN CLR. '6" MIN. CLR. ESS THAN 48" Clear Width at Turn (A117.1, 403.5.1) 2' - 8" MIN. CLR. 3' - 8" MIN. CLR. of f m�� �&° J �/ BAK CIty Of BUILDD4G DIVISION Exterior (A117.1, 403.5) \ / �- 2' O^ --- 4''U^ MIN. CLR. / � . 0 Interior (A1171. TABLE 4U3.5) ACCESSIBLE ROUTE OP TRAVEL 2' - 8" MIN. CLR. 1) ALL FINISHES MUST QE INCLUDED |N CALCULATING MINIMUM. CLEARANCES. MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE, iE. BASEBOARD TO) BASEBOARD. 2) ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:2O. DOORWAYS (SEE SECTION 4O4).RAMPS EE SECTION 405), CURB RAMPS (SEE SECTION 406), ELEVATORS (SEE SECTION 4O7). AND WHEELCHAIR LIFTS (SEE SECTION 40O). (A117.1, 402.2). MANEUVERING CLEARANCES AT DOORS: (A117.1, TABLES 4O4.2.41.404.2.4.2. &4O42.4.3) 3) FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. (A117.1, 302.1) 4) THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:2U. THE CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48. (A1171.4O3.3)(1:50 PER ADA) 5) SEE SECTION 307 FOR PROTRUDING OBJECTS ON CIRCULATION PATHS Accessible Path of Travel 6" MAX. (A117.1, 306.2.4) ALLOWABLE CLEARANCE REDUCTION 1:6 (A117.1, 306.3.4) TOE CLEARANCE 8" MIN. (A117.1, 306.3.5) 11" MIN. KNEE CLEARANCE 25" MAX. (A117.1, 306.3.2) the | (A117.1, 306.2.3) 25" MAX. (A117.1, 306.2.2) � Accessibility Profile w ' - 0" MIN. CLR. '-O"MIN. CLR. 0 1' - 0" MIN. CLR NOTES: REVIEVVED FOR AP CODE COMPLIANCE JUL 0 3 2012 City of T ila BUILDING 1SION CIRCULAR SPACE (AJ171.3O41) 1) SHALL NOT BE LESS THAN 60" DIAMETER 2) SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. • 13( V1SON m �~~ T-SHAPED SPACE (A117.1, 304.2) 1) SHALL BE A T-SHAPED WITHIN A 60" MIN SQUARE WITH ARMS AND BASE 36" WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MIN IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MIN. 2) SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 2'-U^ MIN. CUR. 3''O^ MIN. CUl Ciar'etaitA -�L~_~-.2 PERMIT CENTER 1) ALL FINISHES MUST BE INCLUDED IN CALCULATING MINIMUM. CLEARANCES. MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE, I.E. BASEBOARD TO BASEBOARD. 2) FLOORORGROUND SURFACES SHALL HAVEASLOPE NOT STEEPERTHAN 1:48 17.1, 304.2) 3) FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. (A117.1, 302.1) 4) UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACES (A117.1, 304.4) Wheel Chair Turning Space Project Number 2011021 BID SET . �T �^�� ISSUED: 10/27/2011 Revision Schedule 9 Revised Egress Plan 5/25/2012 CODE ANALYSIS & PARTITION TYPES SHEET: AO.i 1 1 1 1 11.1_1_1_1_1 I l t l l l l l l l l l l l l l l l l l l l l l l 111 1;;I;111;11i i 1111 I1■ 1■ 1■1■1■giglliiiipp ::_- /VIII■ 111. x.111.1! /■1■1■1■UI■1■llll■► ■i■1 :!." tliilii�liiii{ :III:!111111111111�,ni I�llill��, 6mnm....;;11 1 rl ::::..lna// IIt iii'71 9' °!III 1I IIIIIIIIII I1lil I l l IIIII .0 t l In .t 1111 1 . Ill .. II Itlll 1 1 11.1.1 1 1 1 1111 I . J 1 r i l l - 11111 � mu 1 1 1 I IIIII 1.1.1 1 1 1 L i tll 111111 . ttl f I/ � 1 1 I�111 ! 1, lulum I t 1 1 1 1 1111 � 1.1. 1 1 1 1111111111111111' �1111�111111111111111111111111�11111111111111111111 C i ° ° "11 „ " " " " " "" "1.1.1.1.1 qu �I.I.I .1.1.,.,.1.1./. �.'''''''''''''' 1' 1 1 1 1 1 1 1 1 1 1 1 1 �h`II`�j►� jjlir�� 1l1 11 1►ti�� i ' ' • ' !u 111 1111,11111111111111111 1 t 111111 11111 t 11 t 11 11111111111111 Illllllll�lill�lllllllllllllllllllllllhlllhllllllllllllllllllll �i 1 '�° " " " " " " "'1 °���I�I , +ui.uunuuln.nlu.w'■' I ' ' ' ' ' ' ' ' 1 ► I ► ►' ► ��111'�11'�1 „ ►11'lll� 11 �� ' I ► I ► I ► , ► - ' - ' ' ' ' ' 1 ' 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 t Ilili�i, i1�1�1�1�1�1�1�1�1�1�1�1U�1�1�1�1�1�1�1�1�1111111111111{ �1111�111111111111111111111111�1�111i111 1 �1■ .1 ■1 ■i.i,l.l ' ►► ►'' ►►► I 111 111 "�11 11 1 ,, ►' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIIIIIIIIIIIIIIIIII� ''YIII11,1,i;1'1 __ ► ► � ►' ► ► 1� ►li , �1�111�111�� ►11'11 11,11,1'11 ► ►��►'' I I ► _ :_ _ _. - -- _ 2s _ _ - = =... ►' II, ,1�Iip'i� ►'ill11I1111I111i�j ►11 p %1' ►:I1 -,,► I ___ 1 I,► ►11, t1 �11i'lll'111 1►�i11 I► 111//11 ii11egi 11 is r�. -_ !' ��1i��1��/���/ /si�',,,� — r —T --T —cam —1 - - -- I---- - -,- -- — c c c - /� : � /�, , I \-/N\-/\ \ 30' NON - EXCLUSIVE INGRESS & EGRESS EASEMENT REC. NO. 77112309 3 ADDI STALLS AREA —7— rn I(^ REMOVE= WA ssCo SS 2 15' DRAINAGE ,1 ND UTILITIES EASE ENT REC. NO. 7202290162 AND 15' UTILITY EASEMENT RE . NO. 72100601 6 SS SS MD ea SS SS SSW SS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fCC3. SS SS SS SS —15' DRAINAGE AND UTILITIES EASEMENT REC. NO. 6355529 AND 15' UTILITY EASEMENT REC. NO. 7210060146 NOTE - ACCESSIBLE PARKING STALL SIGNA GE SS EACH ACCESSIBLE STALL SHALL HAVE A SIGN AS NOTED. THE SIGN SHALL BE 60" MINIMUM ABOVE THE FINISH GRADE OF THE STALL PER ANSI 502.7 "IDEN77FICA770N” (MEASURED FROM 7HE BOTTOM OF THE SIGN) "VAN ACCESSIBLE" SHALL BE INDICATED ON THE VAN ACCESSIBLE STALL SSMH SS SS SS SS SS MH SS ANDOVER PARK WEST SS SCALE: 1” = 20' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 9 2012 11A- City of Tu la BUILDIN VISION SEPARATE PERMIT REQUIRED FOR: -� Mechanical Electrical Plumbing tit Gas Piping 01../ of Tukwila 1'r,u ;LR'; -; G DIVISION APPROVED MAR 2 2 2012 pity of Tukwila PUBLIC Works LEGEND PROPOSED STORM DRAINAGE BOUNDARY n PROPOSED ASPHALT PAVEMENT PROPOSED SIDEWALK PROPOSED CONCRETE �..-- GUTTER, FLOW, & CURB LINE 1/31/12 CENTER LINE EASEMENT PER PARKING REVS 3/22/12 4/12/12 STORM DRAIN PIPE ROOF & FOOTING DRAIN -- -420- - 10' PROPOSED CONTOURS -- -422- - 2' PROPOSED CONTOURS • CURB RAMP STREET LIGHT RETAINING WALL M CATCH BASIN, TYPE l • STORM CLEANOUT 0 YARD DRAIN EXISTING FEATURES - -300- — — — - 10' EXIS77NG CONTOURS - -- 3022' EXISTING CONTOURS E— EXISTING GUY ANCHOR EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING AIR/VAC RELEASE VALVE EXISTING BLOW OFF EXIS77NG GATE VALVE EXISTING CONIFEROUS TREE EXIS77NG DECIDUOUS TREE EXISTING GRAVEL EXIS77NG ASPHALT Eg-- X 0- D4 0' — —SD— — — EXISTING STORM DRAIN PIPE — —SS— — — EXISTING SEWER MAIN — —W— — — EXISTING WATER MAIN — —PO— — — EXISTING POWER UNE — —UGP— — — EXISTING UNDERGROUND POWER LINE _ —G— — — EXIS77NG GAS MAIN —TL— — EXIST7NG TELEPHONE LINE El EXIS77NG CATCH BASIN, TYPE l © EXIS77NG CATCH BASIN, TYPE ll 0 EXIS77NG SEWER MANHOLE -0- EXISTING POWER POLE P EXIS77NG POWER VAULT .. •. SITE DATA ESTIMATED EARTHWORK QUANTITIES PAVEMENT AND SIDEWALK REMOVAL: '204 CU. YDS. SUBGRADE IMPORT FOR NEW STALLS, SIDEWALK, AND EAST PARKING: '340 CU. YDS. REDUCTION IN IMPERVIOUS AREA ,-4,916 SQ. FT. CREA 710N OF NEW IMPERVIOUS AREA ,-2,742 SQ. FT. NET REDUCTION IN IMPERVIOUS AREA '2,174 SQ. FT. RICE ARCHITECTURE &PLANNING MIL Permit No.. PIS I"-?Al0 r C }� en ors s an . A/ '= ;zr. v r : rif Y to Apprc vat dczumants does eV a , e i... '3 the violation of any a, l if 1 t:{ is or oldinanco. Recif.:t of "tl :li 1 + `, #'t •` 1G1it3 3 ER gus 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com T' ASSOCIATES 12112 115th Ave. NE IQr land, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. triadassociates.net Lanr1 C)' ,EFFREY COX, ASLA PROJECT MANAGER MARK HARRISON, PLS PROJECT SURVEYOR ROY E LEWIS, At, PE PROJECT ENGINEER DENISE LIFT7N, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HUBIZ.: 1 " =20' VEST.: PARKING CAL CULA TIONS - 700 BUILDI USEABLE FLOOR AREA (700 BLDG) PARKING STALLS REQUIRED (3 STALLS /1000 SF OF USEABLE FLOOR AREA) PARKING STALLS PROPOSED COMPACT STALLS ALLOWED (309' OF ALL STALLS) COMPACT STALLS PROPOSED BICYCLE SPOTS REQUIRED (1/50 PARKING STALLS) BICYCLE SPOTS PROPOSED ADA STALLS REQUIRED ADA STALLS PROPOSED 32,520 SF 98 STALLS REQUIRED PROPOSED 3 BICYCLE SPOTS REQUIRED 3 -5 BICYCLE SPOTS PROPOSED 5 STALLS REQUIRED 5 STALLS PROPOSED (1 IS VAN ACCESSIBLE) PARKING COMPARISON - 700 BUILDING EXISTING /PROPOSED PARKIING EXIS77NG PARKING 101 TOTAL STALLS PROPOSED PARKING PARKING CAL CULA TIONS - 600 BUILDING USEABLE FLOOR AREA (600 BLDG) PARKING STALLS REQUIRED (3 STALLS /1000 SF OF USEABLE FLOOR AREA) PARKING STALLS PROPOSED COMPACT STALLS ALLOWED (30% OF ALL STALLS) COMPACT STALLS PROPOSED ADA STALLS TO REPLACE EXIS77NG 17,500 SF 53 STALLS REQUIRED 2 STALLS PARKING COMPARISON - 600 BUILDING EXISTING /PROPOSED PARKIING PROPOSED PARKING TOTAL- STALLS -78 TANDARDS:, COMPACTS r 2 ACCESSIBLE ENTRY MONUMENT NOTES SIGN MESSAGE SIZE SIGN SIZE SIGN HEIGHT SIGN 140 77-1 SIGN SETBACK 60 SF MAXIMUM PER SIDE (120 MAXIMUM SF TOTAL) 80 SF MAXIMUM PER SIDE (160 MAXIMUM SF TOTAL) 7 FEET HEIGHT MAXIMUM 15' WIDTH MAXIMUM 5' MIN. FROM PROPERTY LINE NOTE: IN ADDI770N TO THE MONUMENT SIGN MESSAGE, THE SITE ADDRESS SHALL BE INCLUDED ON THE MONUMENT SIGN PER CITY OF 7UKW/LA STANDARDS CORRE$.TION LTR# +0 REVISION. NOU.. bI13° RECEIVED MAY 03 2012 PERMIT CENTER 3/14/2012 REV 4/12/2012 >it CO 0 0 151 LL = < IZ F-- O t— U 0 O rot Imma Z Nan rn Ct3 0 0 ti Project Number 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 1 PER COT (11/18/11) 12/01/11 2 PER COT /CLIENT 1/31/12 3 PER PARKING REVS 3/22/12 4/12/12 5 PER COT SITE PLAN SHEET: C111a UNHIM ONVIMI Trash/recycle /compost enclosure (for 100 building). ONING: TUC IRRIGATION NOTE PLANT MATERIAL SELECTED IN THIS AREA IS EXPECTED TO THRIVE DURING PERIODS OF MODERATE DROUGHT. IF THERE ARE PERIODS OF SEVERE DROUGHT SUPPLEMENTAL WATER MAY BE REQUIRED FOR PLANTING EAST OF THE RAIL ROAD TRACKS WHERE WATER iS NOT AVAI - =LE. 1111111111111 1111111111111' 1�������������1111111111111111111111111111��111111111111111111 111111111111111111 11111111111111 11111,11 "r1 1 1 1 .1111111.1.1 1. •1 1.1.111 ■1.111.111 ■111.1.1.1.1.1.1.1.1 1 1..1.111.1 ■111 1 1 11111 1 111• .1.111.1.1. 111111111111111111 Il�llllllllllllui „lu►u,ui.���,��.:yllllt� 1 111 ,111lIiIIIIIIIIIIIIIIIIIIIIIII 1.um.u1.1 1 �. wwnutmmo■1■1■111 �. u.lnnunn 141.1.11111.1.1.1.1.1.1.111141.41111111.1.1.1.1.1.111.1 1 1 1 1 1 1 1 1. -; -: ; -� ;...mamm 1 1, 1 i i m ii m m � ii m ii ii 11111111�1�11�1111111111111111111 •1.1.1• .W 1 1 1 1 1 ' �11JtL,� ►� IIIII�I�tliltllltltlllt111t111t11 li i i ► � 1► ` 1 e. 1 I 111�Lj.i..ia.Yl.i•v'•v'.Iu.1.1 1 ur.nuu ' 111 MANUAL WATERING IN THIS AREA WILL EE NECESSARY DURING PLANT ESTABLISHMENT (2 -3 YEARS) II . n. lrff 1.1 ` 111 111 J � 11 ` 111 1 1 1� 1 1 11 1 1 1 1 � IIII ► 1 IIII IIII � 1 111111 r IIIII 1 ► 1 �►1►1 1111�I 111 ► 11 1001111114111ii ► 11 1 . .1 1 111 1 . I r 11 ' .1. r . 1 -� 1 1 1 1 lililililili , i`i it 11111111111111111111111111111111111111111111111111111111 1� 1 ..1.1.1 ■1in::: ::.1.1 : .1:1mmip:1clum,04: ► ► ► 1 1 1111,1 111111 111111 11111 1 1 „ ;1;1INNI�1I1�1�1�1�1► anh111 111111111111111111111111 `I11�111111111111111111 1 �1 X11111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 �i �� 1�1 ► , , , , 1111111111111111111''''''' �'' � ► ► ►,.� � ., ►►, IIIIilllllllllllllllllll :�. ►► VL�O I''II,� / L� IIIIIIIII,I,II�I��� //I�i / • jv;► d•. y, ► ►° , f�! /l %Lf�J��� /�llllll/l , , i _ _ _ C C 1� ` _ . _ ..__ . 1!• 1...:.1.1.....�.:1. 1 1 1 1 1 1,1 1 1 1 7 1 uuumm�mumuh 11 luuuunuuun111111 �(1111� 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 n! @. -11I 11d0a.1 Picnic table Transplanted vine”‘ maple from south side of building Sight distance triangle Existing established vegetation to remain, typ. Existing plant material this area to be saved and replanted following new walk construction (to be field located by owner's represenative) Remove >,vine maple and transplant on east side of building as noted onnect ion and J .4u :'I ®.�ka��� ► evai .... w s k!V. �► :41048;f*, .. Arlo -.04 ��;� t� folmiret izA %c` IVO VIii \■ IIII II�� . iii\ iii. mmompir i ::�•.?�reeti” li11E7i �4► I�i'aii i! I A;144.114- Iiil7�i MINE 6110 MIEN MAU MUNI IA II 11111MM. 'NNW 1.111 /111111 ► /►. liiii WAN liiii wail I 'MUM nom - teed pedestrian wa Ik Planter pots with seasonal ior4 typ. Ramp trees (Vine maple) positioned .around windows, tsp. Existing plant material to reina in this_ bed (except. , remove Junipers at columns) Mix of shade tolerant shrubs under entry canopy 51. Vole, car.► 1 :• mum -*IAA IIII Holum ..:. ii•i MINIM i it rAWIGIVONTOR Aititat fireipr- o)� 3rQoV4I ;4.444 Pry a 1 ' ,040 ♦1 I% `V0,44 cm (MAI tai Evergreen shrub accenting building columns, typ. (Manhattan euonymus) Lower evergreens between columns 15' of Type 1 landscape 1 ® i �7iii iii .. ii_iiliw MMIEUiii `1 MMAMTAIIIMENAMMION !Iilli�Aii MEMICREMP .i MEMEMOWAMEN, 'MUMMEM Mi�/i11i11 Tree gr- te, typ - See Site Furnishing/Finishes schedule Scored /cotored concrete paving -See Site Furnishing/Finishes schedule \, YAW 0D-017:0111 111WIr.4110.41t *0 014100W 11/11.741; • r W07 IF • 000 0P-40. �ilti\ wink maim 7•1111 MUM WOOL \1111; mg. -- Landscape this bed to remain 15' of Type l' landscape Sight distance triangle ANDOVER PARIS WEST ZONING: TUC Existing trees to remain, typ. Existing trees to remain, typ. Ne111 .. shrub.. _bed ,- ,create smooth, flowing edge to delineate new 'shrub and existing lawn SITE FURNISHING/FINISHES SCHEDULE 15' of Type 1 landscape Lawn to remain, typ. —L Existing entry monument to be removed Lawn to remain, typ. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 9 2012 City of Tukwila BUILDING DIVISION Symbol Item Manufacturer Model/Description Bench (6') Picnic table cPlanter Pots rft=1 Bike rack Note: Tree Grate Fairweather Site Furnishing Fairweather Site Furnishing CU -AL -2P 6' with plastic slats. Recycled Lumber Color - Weathered Wood. Metal Color-Slack semi gloss Model F4 -36" Picnic table. 3 seat ADA accessible. Recycled Lumber (4" x 4 ") Color- Weathered Wood. Metal Color - Black semi gloss. Surface mount. Nichols Brothers Stoneworks Bristol Vase (4 - 2' dia. pots and 1 - 3' dia. pot Fairweather Site Furnishing Fairweather Site Furnishing Colored scored LM Scofield concrete At owner's BR 1.5 -3 Loop Bike (for 5 bikes) 38" long. Powder coated semi gloss black Surface mount 4' x 4' iVY series. Unfinished ductile iron Revive Color Refresher. Color= quarry red C -32 or approved similar color. Scoring shall be 2'x2' pattern. Concrete finish shall be medium sand blast finish with tooled score Tines option similar site furnishings may be selected SCALE: 1" = 20' 0 10 20 40 PLANT LIST SYMBOL PLANT NAME S i ZE COND./COMMENTS DECIDUOUS TREE AC ER Ci CINATUM/ R VINE MAPLE ACER GRISEUM PAPERBARK MAPLE 6 Ht. 2" CAL. ACER PALMATUM 2" CAL. JAPANESE MAPLE (SMALL UPRIGHT VARIETY) BETULA JACQUEMONTII JACQUEMONT11 BIRCH BETULA NIGRA RIVER BIRCH COTiNUS OBOVATUS SMOKE TREE FRAXINUS PENNSYLVANiCA 'MARSHALL' MARSHALLS SEEDLESS ASH PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR 2 " CAL 2" CAL 2" CAL 2" CAL 3" CAL B B B 4B, B 4 B, B 4B, B 4B, B 4B, B 4B, B 4B, 2 I/2" CAL B 4 B, ABELIA 'SHERWOODII' SHERWOOD ABELIA OBERBERIS GLADWYNENSIS 'WILLIAM PENN' WILLIAM PENN BARBERRY ® BUXUS MICRO. JAPONICA 'GREEN BEAUTY' GREEN BEAUTY BOXWOOD ®CISTUS X HYBRIDUS WHITE ROCKROSE EUONYMUS KIAUTSCHOVICUS 'MANHATTAN' MANHATTAN EUONYMUS ®EUONYMUS FORTUNE! 'EMERALD + GOLD' EMERALD + GOLD EUONYMUS ft JUNIPERUS SCOPULARUM 'SKYROCKET' SKYROCKET JUNIPER LONICERA NITIDA 'LEMON BEAUTY' LEMON BEAUTY BOX HONEYSUCKLE e MAHONIA AQUIFOLIUM 'ORANGE FLAME'/ TALL OREGON GRAPE 0OSMAi4T1 -1US HETEROPHYLUS 'GOSWIKi' GOSHIKi OSMANTHUS NANDINA DOMESTICA 'GULF STREAM' HEAVENLY BAMBOO CD POTENTiLLA FRUTICOSA 'PINK BEAUTY' SHRUBBY CINQUEFOIL ®PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL O THUJA OCCIDENTAILIS 'YELLOW RIBBON' YELLOW RIBBON ARBOR VITAE ® VIBURNUM DAViDII DAViDS VIBURNUM IP GROUNDCOVE /VINES 2 GAL (18" MIN) 2 GAL (18" MIN) 5 GAL (18" MIN) 5 GAL (18" MIN) 5 GAL (18" MIN) 2 GAL (18" MIN) 5 GAL (1S" MiN) 2 GAL (18" MiN) 2 GAL (18" MiN) 5 GAL 18" MIN 2 GAL (18" MIN) 2 GAL (la" MIN) 2 GAL (18" MIN) 5' HT. 2 GAL (1S" MIN) CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY DRYOPTERiS ERYTHROSORA AUTUMN FERN HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS 0LAVANDULA ANGUSTIFOLIA 'MUNSTEAD' LAVENDER L iTHODORA D IFFUSA 'GRACE WARD' L ITHODOR 4 LIRIOPE SPICATA 'SILVER DRAGON' SILVER DRAGON LILYTURF OMAHONIA REPENS/ CREEPING OREGON GRAPE RUMS CALYCINOIDES BRAMBLE COTONEASTER DAMMERI BAARBERRY LAWN AREA 2 GAL 1 GAL 1 GAL 4" POTS 1 GAL 2 GAL 4" POTS CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY 18" OC, TRIANGULAR SPACING CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY 18" OC, TRIANGULAR SPACING 4" POTS 18" OC, TRIANGULAR SPACING EXISTING LAWN EXISTING TREES TO REMAIN PARKING AREA LANDSCAPE CALCULATION 1 REQUIRED PARKING AREA LANDSCAPING 15 SF /STALL FOR STALLS ADJACENT TO STREETS (81 STALLS X 15 SF) 10 SF /STALL FOR STALLS BEHIND BUILDINGS (41 STALLS X 10 SF) 1,305 SF 410 SF TOTAL M5 SF PROPOSED PARKING AREA LANDSCAPING 3,021 SF ADJACENT TO STREETS 2104 SF BEHIND BUILDING 5,125 SF TOTAL APPROVED MAR 2 2 2012 Cityof Tukwila PUBLIC Works abyt (5 rm. 3=01 1 GE.) RECEIVED MAY 0 3 2012 PERMIT CENTER 275 5th tr S eet Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com T ASSOCIATES 12112115th Ave. NE IGrIdand, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. triadassodates.net Land Develohinent Consultants JEFFREY COX, ASLA PROJECT MANAGER MARK £ HARRISON, PLS PROJECT SURVEYOR ROY E LEW1S JR., PE PROJECT ENGINEER DENISE LIFTIN, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HOR1Z.: VE11'.: limo r O 0 � Q a� �z ' gin w o z c� Z � o 0 V co o o ti CO CO CO Q CL3 Y I- Project Number 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 1 PER COT (11/18/11) 12/01/11 2 PER COT /CLIENT 1/31/12 3 PARKING REVS 3/23/12 4 TREE REMOVAL 3/26/12 5 PER COT 4/12/12 Landscape Plan SHEET: L1.1 T.O. Upper Parapet 22' - 0" +/- Main Level 0' " 0 GRADE EXIST. MTL. PARAPET COPING TO REMAIN (COLOR: DARK BRONZE, TYP.) EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') A3.2 NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') 3 20' -0" NEW ENTRY VEST. NEW SPANDREL GLASS PANELS ACCESS PANEL TO BE INSTALLED ON EAST ELEVATION @ ROOF LEVEL T.O. EntryVest. +/- 29' - 0" NEW CONC. INFILL IN EXIST. OPNG. / FINISH TO MATCH TEXTURE OF EXIST. NEW CONC. INFILL IN EXIST. OPNG. / FINISH TO MATCH TEXTURE OF EXIST. (PAINT: COLOR 'A') (PAINT: COLOR 'A') NORTH - NEW CONSTRUCTION 1 /8" = 1' -0" T.O. Entry Vest. 29' -0" T.O. Upper Parapet 22' - 0 " +/- Main Level 0' -0" NEW WINDOW IN EXIST. OPNG. — NEW OPNG. W/ ALUM. & GLASS DOORS IN EXIST. CONC. WALL NEW ALUM. & GLASS STOREFRONT SYSTEM IN NEW OPNGS. IN EXIST. CONC. WALL 2 A3.2 NEW OPNG. W/ ALUM. & GLASS DOORS IN EXIST. CONC. WALL NEW WINDOWS IN EXIST. OPNG. NEW ELEC. SERVICE BOX, SEE ELEC. DWGS. EXIST. GRADE NEW STOREFRONT GLAZING SYSTEM AT NEW ENTRY VEST. Main Level ail 0' -0" AV NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') ART WORK PANEL EXTERIOR FINISH COLOR SELECTIONS: 1. ALL CONCRETE SURFACES SHALL BE PAINTED, SEE SPECIFICATIONS FOR COLOR SELECTIONS. 2. ALL INFILL PANELS SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AT WHICH THEY ARE LOCATED, UNLESS NOTED OTHERWISE. 3. EXISTING PREFINISHED COPING IS DARK BRONZE IN COLOR; ALL NEW COPING AND SOFFIT TRIM SHALL MATCH THE COLOR OF THEIR EXISTING COUNTERPARTS. 4. ALL EXPOSED STEEL ASSOCIATED WITH THE CONSTRUCTION OF THE CANOPY SHALL BE PAINTED, REFER TO SPECIFICATIONS FOR COLORS SELECTIONS NOTED ON ELEVATIONS. EXTERIOR BUILDING SIGNAGE / MOUNT SIGN TO TOP OF ENTRY CANOPY (SIGN DIMS. & DETAILS TO BE FORTHCOMING) EXIST. MTL. PARAPET COPING TO REMAIN ART WORK PANEL NEW SPANDREL GLASS PANELS EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') #1 � WEST - NEW CONSTRUCTION _ 2 1/8" = 1' -0" NEW SPANDREL GLASS PANELS T.O. Entry Vest._ 29' -0" ilk Main Level_ 0' -0" N 3' -6" 3 A3.3 20' - 0" NEW ENTRY VEST. D INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING F i< NEW ALUM. & GLASS STOREFRONT AT NEW ENTRY VEST. / NEW STEEL & GLASS ENTRY CANOPY (PAINT STEEL: BLACK) (GLASS: FROSTED TRANSLUCENT / COLOR: WHITE) INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING G 'T.O. Lower Para et +/- 16' -0" Main Level 0' -0" GRADE NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') H 1 NEW LOUVER, SEE MECH. DWGS. 10' - 10" EXIST. MTL. PARAPET COPING TO REMAIN UPPER PARAPET, BEYOND (PAINT: COLOR 'A') EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') T.O. Upper Parapet +/-22' - 0" T.O. Lower Parapet +1- 16' -0" AI J_J NEW STOREFRONT GLAZING SYSTEM AT NEW ENTRY VEST. SOUTH - NEW CONSTRUCTION 1/8" = 1' -0" T.O. Lower Parapet 16' - 0" +/- Main Level 0' -0" EXIST. GRADE INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING NEW DOOR IN EXIST. FRAME (PAINT: COLOR 'B') T.O. EXIST. RETAINING WALL BEYOND Main Level AIL 0' -0" AI GRADE EXIST. MTL. PARAPET COPING TO REMAIN EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') NEW O.H. DOOR IN EXIST. OPNG. (PAINT: COLOR 'B') EXIST. PAIR OF DOORS TO REMAIN (PAINT: COLOR 'B') NEW DOOR & FRAME IN EXIST. OPNG.(PAINT: COLOR 'B') EXIST. MTL. RAILING TO REMAIN (PAINT: 'C') imummiki EAST - NEW CONSTRUCTION 1/8" = 1' -0" EXIST. CONC. STAIR & LANDING TO REMAIN (PAINT: COLOR 'A') „maw EXIST. MTL. HANDRAIL (PAINT TO MATCH EXIST.) EXIST. MTL. PARAPET COPING TO REMAIN (COLOR: DARK BRONZE, TYP.) EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 9 2012 City of Tukwila BUILDING DIVISION H3L-1 8J 11 _ ■t III IALdmMILL_A 7 1 1 mil EXIST. RUBBER LOADING DOCK BUMPERS TO REMAIN INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING SPANDREL INFILL PANELS A3.5 r L IN ME fi • EXIST. OPNG. HT. T.O. Upper Para et INFILL EXIST. PNG. W/ NEW STOREFRONT LAZING INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING +/- 22' - 0" Main Level 0' -0" EXIST. GRADE RECEIVED MAY 03 2012 pERM1T CENTER HIC ARCHITECTURE & PLANNING MIL 4419 er us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARC HITECT STEVEN M. RICE STATE OF WASHINGTON Project Number 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule REVISED SIGNAGE 5/1/2012 EXTERIOR ELEVATIONS SHEET: A3.1 1111:::: ::1:: 1111:►:::: : 1111 1111111111111111111111111f1111111 111f111111111111111111111111111111 i� [-- 11.11 °:-� - 111 1r1■ !1•uw unuunnel■ n nnmtm ont i i i i i 1 mn■1 ■1�1 a �1 1 1 1 111 1 I I J I l a unntmnnl 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIIIIIIIIIII�11111 111111111111111111111�I111 "" '"" uuIJP�l � �1u�mq 1 nPnnnuuunnunn 1 '' 1 1 1 1 1 1 1 1 1 1 1 1111111111 ► :tu :uLntn��,,,,.!!Ililri111- 11.161111111111111111111111111 11 �1r uunmuum■rmu� 1 n �uunmunuu "' 1 1 1 ►' ►� 1 1 1► 1 1 1 1 1 1 1 1 1 1■ ` :.', ...• Illlllllllh�llillllllllllllllllllllllll�lill�llllll � mnpgle��lnuuuunuuuuq 1 u Itnmu ■1 ► 1 1 1 1 1 1 1 1 1 1. 1 1 1. 1 1 1. 1 1 1 1 1 1 1 1 1 1 - : :. 1.lnnun 1 1 1 di�i��o t l l u `ni in m �, •��••;,�aman�lu�1►� r► 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111111111111�1�11111111111111111111 rr � mwnmw 1 npwuu■luwnmm ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J ````l`J jj IIIIIII41". IIIIIIIIIIIIIIIIIIIIIIIIIIIII14TIIIIIIIIITNIIIII�ldlllllm rr lumen °4""uuun 1p■ m9P9 uumunl t 1■'g19"gm ' ' 1 ► 1 ►`i`i`������11�1�I�11/l11 1�1�1,r1►i1�, ,,, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1, 1,,, 1 1, 1 1 1,, 1 1 1 11 1lllllllllll11 1 �lllllllllllllllllll11 1 1�1 11 1lllllllllllllllll111 1 11 1 1 1r'" "1 1 l.I!' 11111111111111111111 iI1f1I11111I1I11111I1I111I11�IIIlillllllllllllllllllllllll�l�lllllllllllllllllllllllllllll�llillllllllllMl '►►► 111 �llllllllllllllllllllll''', 1► 111111111111111111111111111111111111111111111111111111111 ■11111f1►1►1111111111f11 :111111x1,1 ►,,,,,,,,,Illlllllllllllllll'' .......... ,, 1111111111 ' C C Existing trees to remain, typ. (minimize damage /avoid conflicts with these trees during irrigation construction) Water is not available for area east of the rail road track. Plant material has been selected for drought resistant qualities. Temporary manual watering shall be accomplished during plant establishment. Existing vegetation to remain this bed. No landscape improvements scheduled this area 600 BUILDING -- rrigation controller - Iocation to be coordinated with owner's representative Contractor may extend irrigation main line as needed to accommodate irrigation for new shrub bed /lawn configuration xisting irrigation valve, typ Existing row of irrigation pop up heads, this area may be re -used for had to had irrigation coverage for revised lawn area. (Prior to re -use contractor shall confirm that heads are fully operational) •4� 1 cc) Existing row of irrigation pop up heads, this area may be re -used for head to head irrigation coverage for revised lawn area. (Prior to re -use contractor shall confirm that heads are fully operational) Contractor may extend irrigation main line as needed to accommodate irrigation for new shrub bed /lawn configuration Approximated location of irrigation matt, line (based on locations of °`existing va Ives and irrigation point of connection Existing irrigation valve, typ Existing irrigation water meter/point of connection Existing row of irrigation> po up heads, this area may be re -used for had to head irrigation coverage for revised; :iawn....ar...ea. (Prior to re -use contractor shall confirm that heads are fully operational) xisting irrigation va Ive, typ ANDOVER PARK WEST Existing row of irrigation pop up heads, this area may be re -used for head to head irrigation coverage for revised lawn area. (Prior to . re -use contractor shall confirm that heads are fully operational) Existing group of irrigation pop up heads, this area may be re -used for head to head irrigation coverage for revised lawn area. (Prior to re -use contractor sha I I confirm that heads are fully operational) SCALE: 1" = 20' 0 10 20 40 REVIEWED FOR C DE COMPLIANCE APPROVED MAY 0 9 2012 B City of Tukwila ILDING DIVISION IRRIGATION PERFORMANCE NOTES: • irrigation currently exists on the site. Existing components (if fully functional may be used for the new irrigation system). Prior to installation of new irrigation components for irrigation improvements, the contractor shall assess existing irrigation for functionality and conformance with current juurisdictional requirements and codes to determine items that can be used for the revised system. • irrigation lines (main and laterals) shall be placed under landscaped areas, wherever possible. When crossing under paved surfaces it is intended that a sleeve be provided. • Water pressure at the site is 150 psi. Contractor shall install pressure reducing devices as required for proper function of the irrigation system. . • The intent of these, plans Ts that newly planted shrub beds and lawn areas shall receive fully automatic, head to head or drip full irrigation coverage (except as noted). irrigation zones for lawn areas and shrub beds shall be operated by automatic control valves on separate zones. • Lawn shall be irrigated with spray heads and shrub bed with drip irrigation • Contractor shall be responsible for Installing new valves and irrigation main Tine as necessary for zoning new irrigation areas. Irrigation zones shall not exceed maximum capacity of existing main Tine (see pipe sizing chart below) Contractor shall be responsible For the installation of additional wiring to accommodate new irrigation valves. • Valve sizes shall be per manufacturers recommendation. • Quick couplers shall, be located with groups of valve boxes to make ahem easier to locate. Contractor to minimize disruption to existing paved areas, curbs, vegetation and other site elements that are to remain. • Contractor shall be responsible for patching /repair of paved surfaces /curbs that have been removed /damaged as a result or the irrigation work • Contractor shall be responsible for restoration of landscape areas to remain that have been disrupted for irrigation construction. Restore similar to existing. Adjust had location if spray is detrimental to or blocked by tree, shrub or structures, maintaining even coverage of planted areas. minimize all over spray onto walks and streets. Coverage test: Operate system to test irrigation coverage In presence of owner's representative. if coverage is inadequate, make corrections as directed at no additional cost to owner. • Contractor shall supply laminated as -built of' irrigation system to be stored with the irrigation controller. IRRIGATION LEGEND SYM. PRODUCT MANUFACTURER 0 - - - -- EXISTING IRRIGATION POINT OF CONNECTION (INCLUDING WATER METER, DOUBLE Ci -IECK VALVE ASSEMBLY AND GATE VALE) AUTOMATIC CONTROLLER RAINBiRD ESP -SMT WITH RAIN SENSOR (OR SIMILAR MODEL AS SELECTED BY OWNER'S REPRESENTATIVE) (LOCATION TO BE COORDINATED WITH OWNER'S REPRESENTATIVE)) CONTRACTOR SHALL CONFIRM REQUIRED NUMBER OF IRRIGATION ZONES AND ADD MODULES AS NECESSARY TO ACCOMMODATE THESE ZONES EXISTING AUTOMATIC CONTROL VALVE ADDITIONAL VALVES SHALL SE ADDED AS NEEDED AND SIZED AS FOLLOWS I" VALVE FOR ZONES LESS THAN 25 GPM 1 1/2" VALVE FOR ZONES BETWEEN 25 -55 GPM RAIN SENSOR: RAINBIRD R.90-SEX OR EQUAL: (1) PER EACH CONTROLLER, INSTALL SENSOR IN LOCATION WHERE PRECIP. CAN BE MEASURED ACCURATELY (INSTALL AT OWNER'S OPTION) EXISTING MAIN LINE CLASS 200 PVC LATERAL LINE, SIZE PER PIPE SIZING SCHEDULE SCHEDULE 40 PVC SLEEVING, 4" DIAMETER INSTALL AT 12" MIN. DEPTH FOR LATERALS 4 18" MIN. DEPTH FOR MAINLINE POP UP SPRAY HEAD (HEAD TO HEAD COVERAGE FOR LAWN AREAS) SUBSURFACE DRiP IRRIGATION FOR SHRUB BEDS PIPE SIZING SCHEDULE GPM 0 -8 9 -15 16 -24 25 -35 36-55 55 -80 SIZE OF PIPE 3/4" 1" I -1/4" 1 -1/2" 2" 2 -1/2" SUBSURFACE-DRIP IRRIGATION SCHEDULE SUBSURFACE DRIP LINE (MANUFACTURER- RAINBIRD, NETAFIM OR APPROVED EQUAL, AS SELECTED BY CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE) SEE DETAIL SHEET L14 FOR TYPICAL LAYOUTS REFER TO SUBSURFACE DRIP IRRIGATION NOTES FOR ADDITIONAL INFORMATION. SUBSURFACE DRiP IRRIGATION NOTES I. IRRIGATION CONTRACTOR SHALL ADHERE TO MANUFACTURER SPECIFICATIONS REGARDING DESIGN AND INSTALLATION OF THE SUBSURFACE DRIP IRRIGATION SYSTEM. 2. ADJUST DRIP LINE SPACING AS REQUIRED BASED ON TREE, SHRUB AND GROUNDCOVER LAYOUT 3. DESIGN PRESSURE FOR DRIP SYSTEM 15 25 PSI. 4. FLUSH DRIP SYSTEM REGULARLY, AS NEEDED, TO AVOID DEBRIS BUILD UP IN SYSTEM. RECEIVED MAR 27 2012 2RIP LINE LAYOUT GUIDELINES 1. DRIP LINE SPACING I5 iS ", EMITTER SPACING 18 ", EMITTER DISCi- IARCxE 06 GPI-4. PERMIT CENTER DRIP SPACING/LAYOUT TO BE ADJUSTED TO MAXIMIZE COVERAGE FOR SHRUBS AND TO BE WRAPPED AROUND EACH TREE 2 X. 2. START ROWS OF DRIP LINE 12" FROM EDGE OF ADJACENT HARDSCAPE. 3. MAXIMUM DRIPLINE LATERAL LENGTH IS 600 FT AT 45 PSI. 4. INSTALL DRIPLINE AT 4 " -6" DEPTH BELOW FINISH GRADE OF MULCH LAYER 5. STAKE LINE AT A MINIMUM OF ONE STAKE PER EVERY 3' LENGTH. 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com TI IATES 12112 115th Ave. NE ICddand. WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. triadaasaaates.net JEFFREY CO7z ASLA PROJECT MANAGER MARK S HARRISON, PLS PROJECT SURVEYOR ROY E LEM JR., PE PROJECT ENGINEER DENISE LIF11N, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HOPE.: VIRT.: Project Number 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 1 PER COT (11/18/11) 12/01/11 2 PER COT /CLIENT 1/31/12 3 PARKING REVS 3/21/12 Irrigation Plan SHEET: L1.3 A NV AB ACST ACT ADJ AFF ALT ALUM APPROX ARCH AUTO B BD BITUM BLDG BLKG BM BO BR BTWN BUR C- CAB CALC CB CEM CG CH CIP CJ CL CLD CLG CLKJ CLO CLR CMU CO COL CONC CONF CONN CONSTR CONT CONTR CORRD CORR COV CP CPT CRK CRL CS CSMT CT CTR D DBL DEMO DEPT DET DF DIA DIM DISP DL DN DR DS DW DWG DWR E -- E (E) EA EC EE EF EJ EL ELEC ELEV EMER ENCL EP EQ EQUIP EST EW EWC EWH EXH EXIST EXP EXT F FA FAAP FBO FC I O FD FDC FDMPR FDTN FDV FE FEC FF FH FHC FHR FIN FIN FLR FIXT FLASH FLG FLR FLUOR FMF FOB FOC FOF FOM FOS FPL FRP KING COUNTY HOUSING AUTHORITY 700 BUILDING RENOVATIONS AMP AUDIO VISUAL ANCHOR BOLT ACOUSTIC(AL) ACOUSTIC CEILING TILE ADJACENT, ADJUST(ABLE) ABOVE FLOOR FINISH ALTERNATE ALUMINUM APPROXIMATELY ARCHITECT(URAL) AUTOMATIC BOARD BITUMINOUS BUILDING BLOCKING BEAM BOTTOM OF BEDROOM BETWEEN BUILT UP ROOF(ING) CABINET CALCULATION CATCH BASIN, CORNER BEAD CEMENT CORNER GUARD COAT HOOK CAULKING CAST IN PLACE CONTROL JOINT, CONSTRUCTION JOINT CENTERLINE CLOTHES DRYER CEILING CAULKED JOINT CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONFERENCE CONNECT(ION) CONSTRUCTION CONTINUE(OUS) CONTRACTOR CORDINATE CORRIDOR COVE CEMENT PLASTER CARPET CORK CHAIR RAIL CONCRETE SEALER CASEMENT CERAMIC TILE CENTER DEEP, DRYER DOUBLE DEMOLISH(TION) DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DISPOSAL - IN SINK DEAD LOAD DOWN DOOR, DINING ROOM, DRAIN DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXISTING EACH EDGE OF CURB EACH END EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSE(D)(URE) ELECTRICAL PANELBOARD EQUAL EQUIPMENT ESTIMATE(D) EACH WAY ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING EXPOSED, EXPANSION EXTERIOR FIRE ALARM FIRE ALARM ANNUNCIATOR PANEL FURNISHED BY OWNER FURNISHED BY CONTRACTOR & INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FIRE DAMPER FOUNDATION FIRE DEPARTMENT VALVE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH, FINISH FACE FIRE HYDRANT FIRE HOSE CABINET ARE HOSE RACK (REEL) FINISHED FINISHED FLOOR FIXTURE FLASHING FLOORING FLOOR MATERIAL FLOOR FLUORESCENT FLEXIBLE MEMBRANE FLASHING FACE OF BRICK FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPLACE FIBER REINFORCED PLASTIC �2\ ABBREVIATIONS -F- FRTW FRZ FS FT FTG FURN FUT G G GA GALV GAR GB GC GEN GFRG GI GL GLULAM GR GWB GYP H HB HC HDR HDW HDWD HGR HM HNDRL HORIZ HR HT HVAC HWT --I -- IBC ID 1 FC IIC IMC IN INC INCL INFO INSTL INSUL INT J JAN JBOX JT KD KIT KW L- L LAB LAM LAU LAV LB(S) LDG LINO LL LOC LPT LR LRG LT LTG LVR M M&S MACH MAINT MATL MAX MB MBR MC MDO MECH MED MEDS MEMB MEZZ MFR MFRREC MGR MH MIN MIR MISC MO MTD MTL MULL MULT MW N (N) NA NC NCAP NCOMBL NIC NO NOM NT NTS FIRE RETARDANT TREATED WOOD FREEZER FULL SIZE FOOT(FEET) FOOTING FURNITURE FUTURE GROUND GAUGE, GAGE GALVANIZED GARAGE GRAB BAR GENERAL CONTRACTOR GENERAL GLASS REINFORCED PLASTER GLASS FIBER REINFORCED GYPSUM GALVANIZED IRON GLASS GLUE LAMINATED GROSS GYPSUM WALL BOARD GYPSUM HIGH, HEIGHT HOSE BIB HOLLOW CORE, HANDICAPPED HEADER HARDWARE HARDWOOD HANGER HOLLOW METAL HANDRAIL HORIZONTAL HOURS (FIRE RESISTANT RATING) HEIGHT HEATING, VENTILATION, & AIR CONDITIONING HOT WATER TANK INTERNATIONAL BUILDING CODE INSIDE DIAMETER INSIDE DIMENSION INTERNATIONAL FIRE CODE IMPACT INSULATION CLASS INTERNATIONAL MECHANICAL CODE INCH(ES) INCREASE INCLUDE(D)(ING) INFORMATION INSTALL(ATION) INSULATION INTERIOR JANITOR (CLOSET) JUNCTION BOX JOINT KILN DRIED KITCHEN KILOWATT LEFT, LINEN, LONG LABORATORY LAMINATE(D) LAUNDRY LAVATORY POUND(S) LANDING LINOLEUM LIVE LOAD LOCATION LOW POINT LIVING ROOM LARGE LIGHT LIGHTING LOUVER MIRROR & SELF MACHINE MAINTENANCE MATERIAL MAXIMUM MACHINE BOLT • MASTER BEDROOM MEDICINE CABINET MEDIUM DENSITY OVERLAY MECHANIC(AL) MEDIUM MEDICINE, MEDICAL MEMBRANE MEZZANINE MANUFACTURER MANUFACTURER RECOMMENDATION(S) MANAGER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED METAL MULLION MULTIPLE MICROWAVE OVEN NORTH NEW NOT APPLICABLE NOISE CRITERIA, NURSE CALL NURSE CALL ANNUNCIATOR PANEL NON - COMBUSTIBLE NOT IN CONTRACT NUMBER NOMINAL NET NOT TO SCALE -O 0/ OA OC OCC OD OFCI OFOI OFD OFF OGL OHDR OPH OPNG OPP ORD OZ P- P PC PCC PED PERF PERM PERP PFP PIV PL PLAM PLAS PLBG PLYWD PMTL PNT PP PR PREFAB PRELIM PRKG PROP PSF PSI PT PTD PTDWR PTN PVC PVD PVG PVR Q- QT QTY R R/S RA RB RCF RCP RD REBAR REC RECPT REF REINF REQD REST RET REV RH RM RO RP RS RT RVL �S S/R SAN SC SCD SCHED SD SEAL SECT SEP SF SG SHR SHT SHTG SHV SIM SM SND SOG SPECS SPKLR SPKR SQ SQIN SS SST ST STA STC STD STI R STL STOR STRUCT SU SUBFL SUSP SW SYM OVER OVERALL ON CENTER OCCUPANTS, OCCUPANT LOAD, OCCUPANCY OUTSIDE DIAMETER OWNER FURNISHED & CONTRACTOR INSTALLED OWNER FURNISHED & OWNER INSTALLED OVERFLOW DRAIN OFFICE OBSCURE GLASS OVERHEAD DOOR OPPOSITE HAND OPENING OPPOSITE OVERFLOW ROOF DRAIN OUNCE PAINT(ED) PANTRY PORTLAND CEMENT __PRECAST CONCRETE PEDESTAL PERFORATED PERMANENT PERPENDICULAR PREPARED FOR PAINT POST INDICATOR VALVE PLATE, PROPERTY LINE PLASTIC LAMINATE PLASTIC LAMINATE PLUMBING PLYWOOD PAINTED METAL POINT POWER POLE PAI R PREFABRICATE PRELIMINARY PARKING PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESERVATIVE TREATED, PRESSURE TREATED, POST TENSIONED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER & WASTE RECEPTACLE PARTITION POLYVINYL CHLORIDE, POLYVINYL CHLORIDE PIPE PROVIDE PAVING PAVERS QUARRY TILE QUANTITY RISER, RANGE, RADIUS ROD & SHELF RETURN AIR RESILIENT BASE RAISED COMPUTER FLOOR REFLECTED CEILING PLAN ROOF DRAIN REINFORCING BAR RECESSED RECEPTACLE REFERENCE, REFRIGERATOR REINFORCE(D)(ING) REQUIRED RESTROOM RETAINING REVISED(ION), ROBE HOOK ROOM ROUGH OPENING RADIUS POINT ROUGH SAWN RIGHT REVEAL SOUTH, SINK SHELF & ROD SANITARY SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISH, SOAP DISPENSER STORM DRAIN SEALER(ANT) SECTION SEPARATION SQUARE FEET SAFETY GLASS(ZING) SHOWER SHEET SHEATHING, SHEETING SHELVING SIMILAR SHEET METAL SANITARY NAPKIN DISPENSER SLAB ON GRADE SPECIFICATION(S) SPRINKLER SPEAKER SQUARE SQUARE INCH SERVICE SINK, SANITARY SEWER STAINLESS STEEL STREET STAIN STATION SOUND TRANSMISSION CLASS STANDARD STIRRUP STEEL STORAGE STRUCTURAL SOILED UTILITY SUBFLOOR SUSPENDED SWITCH SYMMETRICAL --T-- T T &B T &G TB TEL TEMP TER THK TI TL TMPD TO TOB TOC TOF TOS TOW TPD TPH TV TYP -u- UC UGND UNFIN UNO UP UPC UTIL -- V -- V VCT VEH VEND VERT VEST VIF VTO VTR VWC W/ W/D W/O WC WD WDW WF WH WIC WM TREAD TOP AND BOTTOM TONGUE AND GROOVE TOWEL BAR TELEPHONE TEMPORARY, TEMPERATURE TERRAZZO THICK(NESS) TENANT IMPROVEMENT TOTAL LOAD TEMPERED TOP OF TOP OF BEAM TOP OF CURB TOP OF CONCRETE TOP OF FOOTING TOP OF FLOOR TOP OF FRAME TOP OF SLAB TOP OF STEEL TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TELEVISION TYPICAL UNDERCOUNTER, UNDERCUT UNDERGROUND UNFINISHED UNLESS NOTED OTHERWISE UTILITY POLE UNIFORM PLUMBING CODE UTILITY VOLT(AGE) VINYL COMPOSITION TILE VEHICLE VENDING MACHINE VERTICAL VESTIBULE VERIFY IN FIELD VENT TO OUTSIDE VENT THROUGH ROOF VINYL WALL COVERING WEST, WIDE, WASHING MACHINE WITH WASHER & DRYER WITHOUT WATER CLOSET, WALL COVERING WOOD WINDOW WIDE FLANGE WATER HEATER WALK -IN CLOSET WIRE MOLD, WATER METER, WIRE MESH WP WORK POINT, WATERPROOFING, WEATHER PROOF WPM WATERPROOF MEMBRANE WR WATER REPELLENT, WATER RESISTANT WRB WATER RESISTANT BARRIER WSCT WAINSCOT WSEC WASHINGTON STATE ENERGY CODE WSVIAQC WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE WT WEIGHT WWF WELDED WIRE FABRIC - SYMBOLS -- & 0 g. AND DEGREE DIAMETER FOOT (FEET) INCH NUMBER /POUND PERCENT CENTERLINE - ASSOCIATIONS -- AISI AMCA ANSI APA APWA ARIB ASME ASTM AWI AWS AWWA CRSI CS CSI FGMA HUD ICC IBC IEEE IPCEA MLA NAAMM NEMA NWMA OSHA PS SDI SDI SMCNA SSPC TCA UL WISHA WSDOH WSDSHS WSEC WSVIAQC WWPA AMERICAN IRON AND STEEL INSTITUTE AIR MOVING & CONDITIONING ASSOCIATION, INC. AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN PLYWOOD ASSOCIATION AMERICAN PUBLIC WORKS ASSOCIATION ASPHALT ROOFING INDUSTRY BUREAU AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY FOR TESTING & MATERIALS AMERICAN WOODWORK INSTITUTE AMERICAN WELDING SOCIETY AMERICAN WATER WORKS ASSOCIATION CONCRETE REINFORCING STEEL INSTITUTE COMMERCIAL STANDARD OF THE U.S. DEPARTMENT OF COMMERCE CONSTRUCTION SPECIFICATIONS INSTITUTE FLAT GLASS MARKETING ASSOCIATION US DEPARTMENT OF HEALTH AND URBAN DEVELOPMENT INTERNATIONAL CODE COUNCIL INTERNATIONAL BUILDING CODE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS INSULATED POWER CABLE ENGINEER ASSOCIATION METAL LATH ASSOCIATION NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION OCCUPACTIONAL SAFETY AND HEALTH ADMINISTRATION PRODUCT STANDARD OF U.S. DEPARTMENT OF COMMERCE STEEL DECK INSTITUTE STEEL DOOR INSTITUTE SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION STEEL STRUCTURES PAINTING COUNCIL TILE COUNCIL OF AMERICA UNDERWRITER'S LABORATORIES WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT WASHINGTON STATE DEPARTMENT OF HEALTH WASHINGTON STATE DEPARTMENT OF SOCIAL AND HEALTH SERVICES WASHINGTON STATE ENERGY CODE WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE WESTERN WOOD PRODUCTS ASSOCIATION (101) RM NAME RM # MATL CLG HEIGH DATUM EL X' - XX" 0' -0" 12 4 ® S :S 2" FLG 1 FLG 2 NORTH EXTERIOR ELEVATION TAG INTERIOR ELEVATION TAG EXTERIOR SECTION TAG WALL / STAIR SECTION TAG PLAN DETAIL CALLOUT WALUPARTITION TYPE TAG WINDOW TAG LOUVER TAG DOOR TAG ROOM TAG CEILING TAG KEYNOTE TAG FINISH TAG DATUM TAG GRID LINE SPOT ELEVATION ROOF SLOPE SLOPE ARROW FLOOR LEVEL CHANGE FLOOR FINISH TAG NORTH ARROW REVISION TAG AND CLOUD MATCH LINE Cl) SYMBOLS PROJECT DESCRIPTION: TENANT IMPROVEMENT OF AN EXISTING SINGLE (1) STORY 36,280 SF RETAIL / COMMERCIAL OFFICE BUILDING. THE BUILDING WILL BE OCCUPIED BY A SINGLE TENANT, THE KING COUNTY HOUSING AUTHORITY. THE TENANT IMPROVEMENTS WILL INCLUDE OFFICE SPACE, CONFERENCE / MEETING ROOMS, FILE STORAGE AREAS, NEW TOILET ROOMS, A STAFF LOUNGE / DINING AREA, AND A SMALL KTICHEN FOR STAFF USE. A NEW MECHANICAL SYSTEM WILL BE INSTALLED AND IMPROVEMENTS TO THE BUILDING ENVELOPE BE WILL BE MADE TO MEET THE WASHINGTON STATE ENERGY CODE. PROJECT ADDRESS: 760 ADOVER PARK WEST - TUKWILA, WA 98188 TAX PARCEL ID NUMBER: 2623049124 LEGAL DESCRIPTION: PAR C & D OF CITY OF TUKWILA BLA TO SP #77 -14 -SS SD BLA REC AF #7711230934 & DAF - POR NE 1/4 OF SE 1/4 & OF SE 1/4 OF NE 1/4 AS FOLG - BEG SW COR NE 1/4 OF SE 1/4 TH S 88 -12 -32 E 30 FT TO PT OF ORIGIN OF C/L OF P -17 DRAINAGE CHANNEL WCH CHANNEL CONTINUES S 88 -12 -32 E TO TERM AT WLY MGN CHRISTENSON RD TH CONTG S 88 -12 -32 E 360 FT TH N 1 -47 -28 E 69 FT TO NLY MGN OF MINKLER BLVD & TPOB TH CONTG N 1 -47 -28 E967.57 FT TO SW COR ANDOVER INDUSTRIAL PARK NO 5 TH CONTG N 01- 47 -28E 672.06 FT TH SWLY ALG CURVE TO RGT RAD 410.28 FT TH CENTER OF WCH BEARS N 88 -12 -32 W THRU C/A OF 82 -57 -39 ARC DIST 594.06 FT TO ELY MGN OF ANDOVER PARK WEST TH S 01 -47 -28 W 1182.44 FT TH ALG CURVE TO LFT RAD 50 FT THRU C/A OF 90 -00 -00 AN ARC DIST 78.54 FT TO NLY MGN OF MINKLER BLVD TH S 88 -12 -32 E 310 FT TO TPOB ZONING: TUKWILA URBAN CENTER (TUC) AREA OF SITE: 114,610 SF PARKING : 3 PARKING SPACES PER 1,000 SF (REQUIRED) 1 BICYCLE SPACE PER 50 AUTOMOBILE SPACES / MIN 37 PARKING SPACES WILL BE REQUIRED / 2 BICYCLE PROJECT NOTES FELE COPY ftNo...)\A1- 4,D P!!! revbw approval is to effors and omission .:frL val of coriztuction documents does not authorize t .• :a :.ion of any adopted code or ordinance. Rem ;pt c cpjirov�i Acid Copy and is edged: Data: I•v�z7f It City Of Ttikwi BUILDING DIVISI . OF 2 (REQUIRED) changes can plans rithout approval Planning Dlv sloe of DCD Approved By: - re [date: GOVERNING CODES: 2009 IBC - WASHINGTON STATE AMMENDMENTS 2009 WASHINGTON STATE ENERGY CODE ACCESSIBILITY - ICC ANSI A17.1 -2003 AREA OF BUILDING: 36,280 SF AREA OF WORK THIS PERMIT: 36,280 SF OCCUPANCY GROUPS: B - BUSINESS ALLOWABLE BUILDING HEIGHT & AREA: HEIGHT = 4 STORIES (W/ SPRINKLER INCREASE) AREA = 57,000 SF (W/ SPRINKLER INCREASE) TYPE OF CONSTRUCTION: TYPE IIIB - NON -RATED SPk€t it ILEFsbt b reviewed i1 Ltic, .1 uulic Works Department for Ct1IIft}Tmair$TI�2tSf?f�IKLER SYSTEM THROUGHOUT City standards. Acceptance is subject to errors and omissions which do not an t . :: vio �, * o NG NOTES adopted standards or ordin.7�e «. for the adequacy of the d ,'- ..ts 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 a q pprtL Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: u.,. PROJECT SITE 760 ANDOVER PARK WEST TUKWILA, WA 98188 Seatac Strander Blvd SEPARATE PERMIT REQUIRED FOR Iltiettan c ErEtectricai City of Tukwila BUILDING DIVISION Renton VICINITY MAP NORTH DRAWING INDEX ARCHITECTURAL FRONT SHEETS Sheet Number Sheet Name A0.0 COVER SHEET A0.1 CODE ANALYSIS Civil & Landscape Sheet Number Sheet Name C1.0 TOPOGRAPHY AND DEMOLITION PLAN C1.1 SITE PLAN C1.2 GRADING AND STORM DRAINAGE C1.3 PROFILES & DETAILS C1.4 DETAILS AND NOTES L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE NOTES & DETAILS ARCHITECTURAL GENERAL STRUCTURAL NOTES & SHEET INDEX Sheet Number Sheet Name A2.1 DEMOLITION FLOOR PLAN S2.2 A2.2 DEMOLITION ROOF PLAN CONCRETE DETAILS . A2.3A FLOOR PLAN - NOTATIONS S5.2 A2.3B FLOOR PLAN - DIMENSIONS MISC. DETAILS A2.4 MEZZANINE LEVEL PLAN S7.1 A2.5 ROOF PLAN A2.6 REFLECTED CEILING PLAN A2.7 ENLARGED FLOOR PLANS A2.8 ENLARGED FLOOR PLANS & DETAILS A3.1 EXTERIOR ELEVATIONS A3.2 BUILDING SECTIONS REVIE - d FOR A3.3 WALL SECTIONS cone �'�I" A3.4 EXTERIOR DETAILS I�� APPROVED A3.5 EXTERIOR DETAILS A6.1 DOOR DETAILS & SCHEDULE DEC 2 2 A6.2 OPENING SCHEDULE & DETAILS 3 A7.1 FINISH FLOOR PLAN A7.2 INTERIOR ELEVATIONSI% A7.3 INTERIOR ELEVATIONS A7.4 INTERIOR DETAILS A7.5 FINISH SCHEDULE & NOTES Structural Sheet Number Sheet Name S1.1 GENERAL STRUCTURAL NOTES & SHEET INDEX S1.2 GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S3.1 CONCRETE DETAILS . S5.1 TYPICAL STEEL DETAILS S5.2 FRAMING DETAILS S5.3 MISC. DETAILS S5.4 PARTIAL FRAMING PLANS & CANOPY DETAILS S7.1 METAL STUD DETAILS Mechanical & Plumbing Drawing Index Sheet Number Sheet Name MP0.1 GENERAL NOTES M1.0 MECHANICAL SCHEDULE M2.1 MECHANICAL HEATING & COOLING PLAN M2.2 MECHANICAL VENTILATION PLAN M2.3 MECHANICAL ROOF PLAN M3.0 MECHANICAL SECTIONS & ENLARGED MEZZANINE PLAN M4.0 MECHANICAL DETAILS P1.0 PLUMBING SCHEDULE & DETAILS P2.1 PLUMBING PLAN Electrical Drawing Index Sheet Number Sheet Name E -A -01 ELECTRICAL SYMBOLS AND ABREVIATIONS E -B -01 ELECTRICAL ONE LINE DIAGRAM E -C -01 ELECTRICAL SITE PLAN E -D -01 FIRST FLOOR LIGHTING PLAN E -D -02 MEZZANINE LIGHTING & ENLARGED EQUIP. POWER PLAN E -E -01 FIRST FLOOR POWER PLAN E -M -01 FIRST FLOOR MECHANICAL PLAN E -M -R1 ROOF TOP MECHANICAL PLAN REVISION No changes shall be made to the scope of work without prior approval of Tukwila Building. Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. OWNER: KING COUNTY HOUSING AUTHORITY 625 ANDOVER PARK WEST SUITE 107 TUKWILA, WA 98188 PHONE: (206) 225 -4549 / (206) 574 -1210 CONTACT: JOHN BATSTONE / CLAUDE DA CORSI EMAIL: johnb @kcha.com / clauded @kcha.com ARCHITECTURAL: RICEFERGUSMILLER 275 5th STREET, SUITE 100 BREMERTON, WA 98337 PHONE: (360) 377 -8773 CONTACT: GREG BELDING, PM / ARCHITECT EMAIL: GBelding @rfmarch.com MECHANICAL: ECOTOPE 4056 9th AVE NE SEATTLE, WA 98105 PHONE: (206) 322 -3753 CONTACT: SHAWN ORAM, P.E. EMAIL: shawn @ecotope.com ELECTRICAL: GERBER ENGINEERING, INC. 307 3RD AVE S, SUITE 510 SEATTLE, WA 98104 PHONE: (206) 405 -3510 CONTACT: ANDY BALL, P.E. EMAIL: andyb @gerberengineering.com STRUCTURAL: COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 PHONE: (206) 343 -0460 CONTACT: CHRIS DUVALL, P.E., S.E. EMAIL: chrisd @cplinc.com CIVIL & LANDSCAPE: TRIAD ASSOCIATES 12112 115TH AVE NE KIRKLAND, WA 98034 PHONE: (425) 821 -8448 CONTACT: ROY LEWIS, ASIA EMAIL: @triadassociates.net PROJECT TEAM RIC ARCHITECTURE &PLANNING, MILLER erg� 4419 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARC H - G T CO • SHif'jCTO d 0 0 171k 3L RECEIVED OQT 21 2011 ppt� �IRRTUKWILA BUId11V,EivVEt�i APPROACH: ECEIVED OCT 18 2011 TCRITER WALL R- VALUE: R15 METAL FURRING W/ THERMAL BREAK (NO CONTACT WITH CONCRETE), 24" OC FRAMING, (5/8" SHEETROCK), GASKETED J- BOXES, CAULKED BOTTOM PLATES. THE INTERSECTION BETWEEN THE WALL AND ROOF NEEDS TO INCLUDE INSULATION IN THE RIM JOISTS TO ENSURE NO THERMAL BRIDGING IN THE ENVELOPE. USE R -15 FOIL FACED BATTS IN THE RIMS OR EQUIVALENT. FLOOR R- VALUE: USE EXISTING SLAB ON GRADE WINDOW U- VALUE: STOREFRONT: KAWNEER 451T THERMALLY BROKEN FRAMES, W /DOUBLE LOW E GLAZING. NFRC ASSEMBLY U- VALUE - 0.41 /SHGC -0.25 MAX/VT -0.45 PUNCHED OPENINGS : OPERABLE VINYL WINDOWS (TILTCO OR EQUIVALENT) U- 0.29 /SHGC 0.25 MAX/ VT- 0.45 ROOF: LEAVE EXISTING BATTS IN PLACE AND RIGID ROOF DECKING. ALL EXISTING ROOF PENETRATIONS THAT ARE SEALED UP SHALL INSULATE EQUIVALENT TO EXISTING CONDITIONS (R -27) CENERGY CODE NOTES Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule COVER SHEET SHEET: A0.0 (11 FEC ZONE 13 1,890 SF FEC ZONE 14 1,890 SF FEC ZONE 10 2,950 SF FEC ZONE 9 2,950 SF FEC ZONE 11 2,040 SF DIRECTOR OFFICE SW. _MAINTENANCE OPEN OFFICE FEC ZONE 8 1,455 SF M NTENA yCEIVIN IEiNEI AREA 1 El 1,- 1 I 1 MNGR. OFFICE 1© MNGR. OFFICE OFFICE I.T. WORK SPACE / STOR. 0 HERIZATION NLORK MNGR. OFFICE W THERIZATI SECURE FILE STORAGE MNGR. OFFICE SW. MAINTENANCE El FEC 7 1 1 FEC ZONE 7 2 800 SF 1 HEATHER. SECTION 8 FILE ' SECURE STOR. STOR 1© 0 GENERAL STOR. RM. Mo FEC 13 MNGR._. OFFICE MNGR. OFFICE OFFICE KCHA SHARED DINING KC SHARED KITCHEN CAFE \ QUIET RM. 01 QUIE RM. 0 QUIET RM. 03 CONFERENCE 02 CONFERENCE 03 TRAINING MEN'S RESTROOM MEN'S LOCKER RM. STOR. WOMEN'S RESTROOM WOMEN'S LOCKER RM. CHA SHARED CONFERENCE 01 OFFICE CONFERENCE 05 SECTION 8 FILE STOR. MNGR. OFFICE MNGR. OFFICE - =1E3 101 4 UI 4 onsiell .. FEC 12B 00.4.. 4•■4■•♦ OFFICE INTERVIEW RM. 01 INTERVIEW RM. 02 INTERVIEW RM. 03 INTERVIEW RM. 04 CSNFERENCE 04 ASSOC. DIRECTOR MGNR. OFFICE MNGR OFFICE FEC 5 -S- CTQ / HQS OPEN OFFICE DSO rip Num Mom Ili lig ��� PROJECT BASED INTAKE OPEN OFFICE Ea 1 -amp amts.p m - awn -- ...... - _.- SUPPORTIVE._ HOUSING OPEN OFFICE n DIRECTOR OFFICE 1 181 �,�. ♦.... «..�..�. 0 FEC 4 m OFFICE MNGR. OFFICE RECEPTIO■ SECTION 8-OPEN OFFICE SWITCH BOARD OFFICE OFFICE - I- IM "MD - - - -- Ei VESTIBULE 9� FIRE EGRESS FLOOR PLAN / 1 /16" = 1' -0" FEC ZONE 1 2,250 SF e FEC ZONE 2 3,000 SF FEC ZONE 12 2,040 SF FEC ZONE 3 3,000 SF FEC ZONE 4 2,700 SF FEC ZONE 6 2 950 SF FEC ZONE 5 2 550 SF TOTAL OCCUPANT LOAD = 453 FIRE EGRESS & LIFE SAFTEY LEGEND 0 EXIT POINT FROM BUILDING • EXIT TRAVEL START POINT FOR DISTANCE NOTED TRAVEL DISTANCE DIRECTION OF EXIT POINT EXISTING 2 HOUR EXTERIOR WALL MAXIMUM TRAVEL DISTANCE OCCUPANTS PER ROOM -4) 5 - - EMERGENCY POWER LIGHTING / EGRESS PATHWAY LIGHTING ® lei LIGHTED EXIT SIGNS & EGRESS DIRECTIONAL SIGNAGE FIRE EXTINGUISHER LOCATION MARK DIAGRAM CONSTRUCTION . FIRE SOUND SMOKE RATING SOURCE RATING SOURCE RATING SOURCE P1 INTERVIEW RM. 01 B Business Area EXISTING 5" CONCRETE WALL 3/8" CAVITY 3 5/8" METAL STUDS WITH BLOWN IN CELLULOSE INSULATION 1 LAYER 5/8 WEATHER RESISTANT GWB NONE N/A NONE N/A NONE N/A ' A - a s; • a` ; - n ° " ° : - A - ` a 9.-4 110 O1y♦♦♦♦♦♦♦1'y • B ',r 100 s.f. (gross) per occupant 2 111 INTERVIEW RM. 04 B P2 100 s.f. (gross) per occupant 2 112 1 LAYER 5/8" GWB 3 5/8" METAL STUDS ACOUSTIC BATT INSULATION 1 LAYER 5/8" GWB NONE UL DES U465 45 -49 NRCC 816 -NV, 2 -3 -81 N/A N/A B Business Area 1---1--A L ♦♦ ♦♦♦♦♦ 114 WORK ROOM B P3 100 s.f. (gross) per occupant 3 1116 1 LAYER 5/8" GWB 3 5/8" METAL STUDS 1 LAYER 5/8" GWB NONE N/A 35 -39 RAL TL06 -114, 4 -11 -06 NONE N/A B Business Area 100 s.f. (gross) per occupant 2 ;118 MGNR. OFFICE P4 Business Area 100 s.f. (gross) per occupant 2 4' -6" HT PARTITION: NONE N/A NONE N/A NONE N/A 1 LAYER 5/8" GWB 2X4 WOOD STUDS 1 LAYER 5/8" GWB B Business Area 100 s.f. (gross) per occupant 2 121 SECTION 8 OPEN OFFICE B Business Area 100 s.f. (gross) per occupant P5 122 SECTION 8 OPEN OFFICE B 1 LAYER 5/8" GWB 2 LAYERS 3 5/8" METAL STUDS WITH SOUND BATT INSULATION 1 LAYER 5/8" GWB NONE N/A NONE N/A NONE N/A 100 s.f. (gross) per occupant 9 124 1 PROJECT BASED INTAKE OPEN OFFICE B 100 s.f. (gross) per occupant T ♦U!1W!DA 125 CTQ / HQS OPEN OFFICE P6 Business Area 100 s.f. (gross) per occupant 12 1 LAYER 5/8" GWB 6" METAL STUDS 1 LAYER 5/8" GWB NONE N/A 35 -39 RAL TL06 -114, 4 -11 -06 NONE N/A MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 - 129 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 Partition Types 1 1/2" = 1-0" 0 z 2' -0" MIN. CENTERED ON W 36" MIN. WHERE WALL SPACE PERMITS W/ THE ADDITIONAL 12" LENGTH ON THE TRANSFER SIDE OF THE WC (A117.1, 604.5.2) GRAB BARS: VERTICAL GRAB BAR 1) LOCATIONS AS SHOWN. FIXED SIDE WALL HORIZONTAL AND VERTICAL GRAB BARS (A117.1, 604.5.1). REAR WALL GRAB BARS (A117.1, 604.5.2) 2) GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4" NOR MORE THAN 1 1/2" AND SHALL PROVIDE CLEARANCE OF 1 1/2" BETWEEN THE GRAB BAR AND THE WALL. 3) GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33" MIN. AND 36" MAX. ABOVE THE FLOOR (A117.1, 609.4) 16" - 18" (A117.1, 604.2)7 / 5' - 0" MIN. CLR. / WC CLEARANCE 56" DEEP x 60" WIDE (A117.1, 604.3.1) WATER CLOSET (A117.1, 604) 7" - 9" IN FRONT OF WC (A117.1, 604.7) TOILET PAPER DISPENSER (A117.1, 604.7) SEE ACCESSIBLE FIXTURE MOUNTING HEIGHT DETAIL FOR MOUNTING HEIGHT NOTES: 1) 2) 3) 4) 30 "x48" CLEAR FLOOR OR GROUND SPACE FOR DOOR SWING ALLOWANCE (A117.1, 603.2.3 EXCEPTION) MIRROR (A117.1, 603.3) SEE ACCESSIBLE MOUNTING HEIGHT DETAIL LAV (A117.1, 606) LAV CLEAR FLOOR OR GROUND SPACE 30 "x48" EXTENDS UNDER LAV PROVIDING KNEE & TOE CLEARANCE PER SECTION 306 (A117.1, 606.2) DOOR SWING SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE WHEEL CHAIR TURNING SPACE (A117.1, 304.2) SEE WHEEL CHAIR TURNING SPACE DETAIL. DOOR IS ALLOWED TO SWING INTO SPACE OCCUPANT LOAD CHART RM. NUMBER WAITING / LOBBY OCCUPAN Assembly - Unconcentrated FLOOR AREA PER OCCUPANT (TABLE OCCUPAN ROOM NAME CY GROUP FUNCTION OF SPACE 1004.12 2006 IBC) CY 101 WAITING / LOBBY B Assembly - Unconcentrated 15 s.f. (net) per occupant 72 102 RECEPTION B Business Area 100 s.f. (gross) per occupant 3 107 INTERVIEW RM. 01 B Business Area 100 s.f. (gross) per occupant 2 108 INTERVIEW RM. 02 B Business Area 100 s.f. (gross) per occupant 2 110 INTERVIEW RM. 03 B Business Area 100 s.f. (gross) per occupant 2 111 INTERVIEW RM. 04 B Business Area 100 s.f. (gross) per occupant 2 112 OFFICE MNGR. B Business Area 100 s.f. (gross) per occupant 2 113 SWITCH BOARD B Business Area 100 s.f. (gross) per occupant 2 114 WORK ROOM B Business Area 100 s.f. (gross) per occupant 3 1116 CONFERENCE 04 B Business Area 100 s.f. (gross) per occupant 3 117 ASSOC. DIRECTOR B Business Area 100 s.f. (gross) per occupant 2 ;118 MGNR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 119 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 120 MGNR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 121 SECTION 8 OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 14 122 SECTION 8 OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 21 123 SUPPORTIVE HOUSING OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 9 124 1 PROJECT BASED INTAKE OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 19 125 CTQ / HQS OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 12 1127 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 4128 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 - 129 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 130 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 131 SPRINKLER RISER RM. B Accessory Area - Equipment 300 s.f. (gross) per occupant 1 132 OFFICE B Business Area 100 s.f. (gross) per occupant 2 133 SW. MAINTENANCE S -1 Accessory Area - Storage 300 s.f. (gross) per occupant 8 134 WEATHER. SECURE STOR. B Accessory Area - Storage 300 s.f. (gross) per occupant 1 136 GENERAL STOR. RM. B Accessory Area - Storage 300 s.f. (gross) per occupant 1 137 SECTION 8 FILE STOR. B Accessory Area - File Storage 300 s.f. (gross) per occupant 2 138 STOR. B Accessory Area - File Storage 300 s.f. (gross) per occupant 1 141 SECTION 8 FILE STOR B Accessory Area - File Storage 300 s.f. (gross) per occupant 3 142 I.T. WORK SPACE / STOR. B Accessory Area - Equipment 300 s.f. (gross) per occupant 1 143 SW. MAINTENANCE RECEIVING AREA B Business Area 100 s.f. (gross) per occupant 3 144 SW. MAINTENANCE OPEN OFFICE B . Business Area 100 s.f. (gross) per occupant 5 145 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 146 OFFICE B Business Area 100 s.f. (gross) per occupant 2 147 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 148 WEATHERIZATION SECURE FILE STORAGE B Accessory Area - File Storage 300 s.f. (gross) per occupant 1 149 CONFERENCE 06 B Business Area 100 s.f. (gross) per occupant 3 1150 DIRECTOR OFFICE B Business Area 100 s.f. (gross) per occupant 3 '151 WEATHERIZATION OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 19 152 WEATHERIZATION WORK RM B Business Area 100 s.f. (gross) per occupant 3 153 CAPITOL CONSTRUCTION WORK RM B Business Area 100 s.f. (gross) per occupant 3 154 CAPITAL CONSTRUCTION OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 20 155 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 156 MNGR. OFFICE B Business Area 100 s.f. (gross) per occupant 2 157 DIRECTOR OFFICE B Business Area 100 s.f. (gross) per occupant 3 160 CONFERENCE 05 B Business Area 100 s.f. (gross) per occupant 3 161 OFFICE B Business Area 100 s.f. (gross) per occupant 2 162 CAFE B Business Area 100 s.f. (gross) per occupant 2 169 QUIET RM. 03 B Business Area 100 s.f. (gross) per occupant 2 170 QUIET RM. 02 B Business Area 100 s.f. (gross) per occupant 2 171 QUIET RM. 01 B Business Area 100 s.f. (gross) per occupant 2 172 JAN B Accessory Area - Maintenance 300 s.f. (gross) per occupant 1 173 CAFE B Business Area 100 s.f. (gross) per occupant 2 175 KCHA SHARED CONFERENCE 01 A -3 Assembly - Unconcentrated 15 s.f. (net) per occupant 58 176 TRAINING B Business Area 100 s.f. (gross) per occupant 14 177 CONFERENCE 03 B Business Area 100 s.f. (gross) per occupant 3 1178 CONFERENCE 02 B Business Area 100 s.f. (gross) per occupant 3 1179 KCHA SHARED LOUNGE A -2 Assembly - Unconcentrated 15 s.f. (net) per occupant 33 180 KCHA SHARED KITCHEN B Kitchen - Residential Appliances 200 s.f. (gross) per occupant 2 181 KCHA SHARED DINING A -2 Assembly - Unconcentrated 15 s.f. (net) per occupant 18 182 OFFICE B Business Area 100 s.f. (gross) per occupant 2 183 OFFICE B Business Area 100 s.f. (gross) per occupant 2 1184 DIRECTOR OFFICE B Business Area 100 s.f. (gross) per occupant 2 185 OFFICE B Business Area 100 s.f. (gross) per occupant 2 186 RESIDENT SERVICES OPEN OFFICE B Business Area 100 s.f. (gross) per occupant 16 ;187 OFFICE B Business Area 100 s.f. (gross) per occupant 2 188 VESTIBULE 189 VESTIBULE M100 MECH. / ELEC. MEZZANINE CLEAR FLOOR OR GROUND SPACES, CLEARANCES AT FIXTURES, AND WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO OVERLAP (A117.1, 603.2.2) FLUSH CONTROL, HAND OPERATED SHALL BE MOUNTED FOR USE FROM THE WEST SIDE OF THE WATER CLOSET AND NOT MORE THAN 44" ABOVE FINISHED FLOOR (A117.1 604.6) COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH SECTION 308 (A117.1, 603.4) SEE ACCESSIBLE FIXTURE MOUNTING HEIGHTS DETAIL FOR HEIGHTS. Accessible Public Toilet Room 1/4" =11-0" 12 WALL INFILL DETAIL 1 1/2" = 1' -0" 1x2 METAL FURRING STRIPS EXIST. CONCRETE WALL 6 1/2" METAL TRACK 5/8" GYP BOARD 4" METAL STUDS (5) WORK SURFACE ACCESSIBLE WORK SURFACE KNEE AND TOE CLEARANCE NOTE: 1) 902.1 ACCESSIBLE DINING AND WORK SURFACES SHALL COMPLY WITH SECTION 902. 2) 904.1 ACCESSIBLE SALES AND SERVICE COUNTERS SHALL COMPLY WITH SECTION 904. 0 rn 3' - 0" WIDE 28" MIN. TO 34" MAX. TOP OF COUNTER (A117.1, 902.3) Accessible Reception Counter 1/4" = 1'-0" FORWARD APPROACH 30 "x40" CLEAR FLOOR SPACE, PER SECTION 305. (A117.1, 902.2, 904.3.2) EXTENDS UNDER COUNTER PROVIDING KNEE & TOE CLEARANCE PER SECTION 306 PARALLEL APPROACH COUNTER SURFACE 36" MIN. IN LENGTH AND 36" MAX. IN HEIGHT ABOVE THE FLOOR SHALL BE PROVIDED. PER SECTION (A117.1, 902.4.1, 904.3.1) 30 "x40" CLEAR FLOOR SPACE, PER SECTION 305. (A117.1, 606.2) EXTENDS UNDER LAV PROVIDING KNEE & TOE CLEARANCE PER SECTION 306 FAUCET PER SECTION 309 (A117.1, 606.4) INSULATE WATER SUPPLY & DRAIN PIPES TO PROTECT FROM CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (A117.1, 606.6) KNEE & TOE CLEARANCES SEE ACCESSIBILITY PROFILE DETAIL, THIS SHEET. NOTE THAT THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE & TOE CLEARANCES (A117.1, 606.2 EXCEPTION #2) Accessible Public Lavatory 1/4" = 1' -0" Symbol of Accessibility INTERNATIONAL SYMBOL OF ACCESSIBILITY (ICC A117.1, 703.7.2.1) COLOR: WHITE FIGURE ON BLUE BACKGROUND EQUAL TO NO. 15090 IN FEDERAL STANDARD 595A 1/2" = 1' -0" JURISDICTION CITY OF TUKWILA, WASHINGTON BUILDING CODES 2009 INTERNATIONAL BUILDING CODE (IBC) W/ WASHINGTON STATE AMENDMENTS, WAC 51 -50 W/ CITY OF BREMERTON AMENDMENTS CHAPTER 17.04 - CITY BUILDING CODE 2009 INTERNATIONAL FIRE CODE (IFC) W/ WASHINGTON STATE AMENDMENTS, WAC 51 -54 W/ CITY OF BREMERTON AMENDMENTS CHAPTER 17.04 - CITY FIRE CODE 2009 INTERNATIONAL MECHANICAL CODE (IMC) W/ WASHINGTON STATE AMENDMENTS, WAC 51 -52 2009 UNIFORM PLUMBING CODE (UPC) W/ WASHINGTON STATE AMENDMENTS, WAC 51 -56 & WAC 51 -57 2009 WASHINGTON STATE ENERGY CODE, WAC 51 -11 2008 NATIONAL ELECTRICAL CODE (NFPA 70) ACCESSIBILITY 2009 IBC - CHAPTER 11 ICC /ANSI A117.1 -2003 (REFERENCED BY IBC) OCCUPANCY OCCUPANCY CLASSIFICATION B, ACCESSORY A -2 & S -1 AS IDENTIFIED RATED SEPERATION PER IBC TABLE 508.3.3 - NO SEPERATIONS REQUIRED WHEN FULLY SPRINKLERED. CONSTRUCTION TYPE TYPE: III -B PER IBC TABLE 501, THE ONLY REQUIRED RATING FOR BUILDING ELEMENTS IS 2 -HOUR FOR EXTERIOR WALLS. EXISTING EXTERIOR WALLS ARE MINIMUM 5 1/2" CONCRETE, WHICH PER IBC TABLE 702.1(2) 4 -1.1 IS MORE THAN ADEQUATE FOR 2 -HOUR. FIRE PROTECTION AUTOMATIC FIRE SPRINKLER: NFPA 13 FIRE ALARM: IBC 907 & NFPA 72 BUILDING AREA LEVEL 1: (B OCCUPANCY (ACCESSORY A -2 MEZZANINE: 36,280 SQ FT 20,295 SQ FT) 1,350 SQ FT) 510 SQ FT BUILDING TOTAL: 36,790 SQ FT BUILDING HEIGHT - (IBC TABLE 503) NUMBER OF STORIES: 1 PLUS A MEZZANINE -22' FROM GRADE TO TOP OF PARAPET 16' FROM GRADE TO TOP OF ROOF TRAVEL DISTANCE IBC TABLE 1016.1 - B OCCUPANCY WHEN FULLY SPRINKLERED - 300' 3 Building Code Notes \_� 12" = 1' -0" J 0 z 3' - 6" MIN CLR. J 3' - 6" MIN. CLR. LESS THAN 48" Clear Width at Turn (A117.1, 403.5.1) 2' - 8" MIN. CLR. 2' - 0" MAX. 4' - 0" MIN. CLR. / / 3'- 0 " MIN. CLR 3' - 8" MIN. CLR. Exterior (A117.1, 403.5) r2' - 0" MAX. Interior (A117.1, TABLE 403.5) ACCESSIBLE ROUTE OF TRAVEL 2' - 8" MIN. CLR. 1) ALL FINISHES MUST BE INCLUDED IN CALCULATING MINIMUM. CLEARANCES. MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE, I.E. BASEBOARD TO BASEBOARD. 2) ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS (SEE SECTION 404), RAMPS (SEE SECTION 405), CURB RAMPS (SEE SECTION 406), ELEVATORS (SEE SECTION 407), AND WHEELCHAIR LIFTS (SEE SECTION 408). (A117.1, 402.2). MANEUVERING CLEARANCES AT DOORS: (A117.1, TABLES 404.2.4.1, 404.2.4.2, & 404.2.4.3) 3) FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. (A117.1, 302.1) 4) THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48. (A117.1, 403.3) (1:50 PER ADA) 5) SEE SECTION 307 FOR PROTRUDING OBJECTS ON CIRCULATION PATHS Accessible Path of Travel 1/4" =11-0" 6" MAX. (A117.1, 306.2.4) ALLOWABLE CLEARANCE REDUCTION 1:6 (A117.1, 306.3.4) 11" MIN. (A117.1, 306.3.3) 25" MAX. (A117.1, 306.3.2) 8" MIN. (A117.1, 306.3.5) KNEE CLEARANCE TOE CLEARANCE Accessibilit Profile 1 /4" = 1' -0" ' - 0" MIN. CLR. 5' - 0" MIN. CLR. 0 1'- 0 " MIN. CL NOTES: 17" MIN. (A117.1, 306.2.3) 25" MAX. (A117.1, 306.2.2) RIC ARCHITECTURE &PLANNING MIL 441 er'us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ITECT 4m ' STEVEE STATE OF WASHINGTON 11131D REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION CIRCULAR SPACE (A117.1, 304.1) 1) SHALL NOT BE LESS THAN 60" DIAMETER 2) SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. T- SHAPED SPACE (A117.1, 304.2) 1) SHALL BE A T- SHAPED WITHIN A 60" MIN SQUARE WITH ARMS AND BASE 36" WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MIN IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MIN. SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 2' - 0" MIN. CLR. 3' - 0" MIN. CLR. Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision. Schedule CODE ANALYSIS & PARTITION TYPES RECEIVED OCT 1 8 2011 PERMITCENTER 1) ALL FINISHES MUST BE INCLUDED IN CALCULATING MINIMUM. CLEARANCES. MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE, I.E. BASEBOARD TO BASEBOARD. 2) FLOOR OR GROUND SURFACES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 (A117.1, 304.2) 3) FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. (A117.1, 302.1) 4) UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACES (A117.1, 304.4) Wheel Chair Turning Space 1/4" =11-0" SHEET: A0.1 z 150.00' . 111 1111111 111 1 111 , 111011111111 111111 11111110i11111111111111111 I 111110911111111111111111111111 11,1 1111111181i1111111111111111111111111101i11111111111111111111111111011111I1111111111111 III I III il1i411111111■111:11:111I/L1i1:11:11 1: RACKS II 1: I I ! ! 1111 1118601411141 1111111111111111111111111 . Im m 0 .. . 1 1 1111111111111181111111 11111111 111111 1 I 1 111 1 11 11 I I 1 11111 1 1 1 1 1111 1 1 1 1 !711: 1 11 11 11141 . 11/1,11 28J 'IlItIll, • • . • : • : • : . - • • " • :-:-:-:-:-:-:-:-:-:- ::::::::::•:.: : • : • : : . - • • 111 Sal ---:-:-:-:-:-:-:-:-: • • • • • • • : : : : : : : : : • - • •:•:•:•:•:•... REMOVE EXIS77NG CURB 23.5' RAILROAD EASEMENT REC. NO. 7210060146 AND BEING A PORTION OF PARCEL 6 OF EASEMENT, REC. NO. 7504210345 . . . REMOVE DOSTiNO: WR9 AS NECESSARY :TO:CONSTRUCT NEW DUMPSTER:ENcLOSURE : . -...-.- REMOVE EXIS77NG PAVEMENT LS - :26:45 d.AO: - • . SAWCUT ANO:RF_MOVE. " EXIS77NG. PAVEMENT::: PER Sl7E:PLAN :-:-:-:-- 23.1-8: 0) ".: SAWCUT AND REMOVE EXISTING PAVEAfENT AND CURB PER SITE PLAN MAIL DROP BOX REMOVE EXIS7ING CURB PER SI7E PLAN • . . " . . ' . : • : • : • : : : : : : : : : • - : • : : : : - S S "ch co • : A : : - • • • - •;.7772 :-:-:-:- TOP:26.26 • :CMP le :22:98: (E) ":614P :le:22;83: : :-:-:-:-: REMOVE ONE TREE cu.R6:::::147DEC • . . . . :-:-:-:-:-:-. :::::::: • ::::. ::::ONE:TREE -.-.-.-.-. : :SIGN " - • - - : : • : :27:58: REMOVE EXISTING MATERIAL TO A DEPTH OF 8" REMOVE EXIS77NG STAIRS • AND PLANTER BOX/WALL SIGN "NO PARKING" SIGN "RAILROAD CROSSING" CB 7206 TOP 24.80 12 CONC. IE 21.40 (S) •:+47A + + + + + - + + + + + + + + + + + + + + • • t + + + + + + I I FINISH FLOOR ELEVATION 27.10 760 ANDOVER PARK WEST TUKWILA, WA 98188 FINISH FLOOR ELEVATION 27.90 600 ANDOVER PARK WEST TUKWILA, WA 98188 SAWCUT AND REMOW EXIS77NG SIDEWALK TO UMITS SHOWN (TYP) SAWCUT AND REMOVE EXIS77NG SIDEWALK TO LIMITS SHOWN (TYP) "H• -ANDICAPpED -:•• :-:.:-:-: : : • : • Sai 7.- :AND it:f0E. EAISTING: PAVE ENT:: • . . 27:28 I 2 15' DRAINAGE AND UTILITIES EASEM NT REC. NO. 72022r162 AND 15' UTILITY EASEMENT REC. NO. 7210060146 - - • - -'18-DEC -...-. . . . -:-:-:-:-:-:- - - - - : - : : : . : : : : : : : : : - • • • - • - • - 27..1 Z 26.7 SV FDC /1c V 7324 TOP 23.51 12" CMP IE 1.91 (NNE) 12" CMP IE 1.88 (W) S S • • SS 150 . 00' T P 269.85' SS SSM CB TYPE 11 TOP 25.59 12" CONC. IE 20.56 (NE) 18" CONC. IE 20.41 (E) Z2° CONC. IE 20.59 (0 SS SIGN "35 MPH" S S S S CB TYPE II #7737 TOP 26.55 TOP 12" CMP IE 23.72 RESTRICTOR TEE (SW) 12" CMP IE 22.55 (E) 8" CMP IE 22.75 (NE) 12" CMP IE 22.42 (SW IN RESTRICTOR TEE) SS 15' DRAINAGE AND UTILITIES EASEMENT REC. NO. 6355529 AND 15' UTILITY EASEMENT REC. I NO. 7210060146 S S SSMH S S S S SIGN "BUS STOP" SS ANDOVER PARK WEST SS SSMH ADA S S SS ADA k=90'00'00” R=50.00' L=78.54' EXISTING ASPHALT PAVEMENT 10" 6" MIN. SAWCUT LINE REMOVE AND DISPOSE OF EXIS77NG ASPHALT PAVEMENT TO LIMITS DEFINED ON SITE PLAN V/721//2< .... 7/7-1 PROPOSED EXTRUDED CURB (SEE SITE PLAN) SAWCUT LINE LOCATION NOT TO SCALE APPROVED NOV 042017 utty of Tukwila PUBLIC Works REMOVE EXISTING MATERIAL TO A DEPTH OF 15" BELOW EXIS77NG FINISH GRADE SCALE: 1" = 20' 0 10 20 40 REVIEWED FOR °CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER ARCHITECTURE &PLANNING erg MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com / 14 RIAD ASSOCIATES 12112115thfiam.NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free VAWI. triedaseodab3s.net L d •.Hi ,EFFREY COX ARA PROJECT MANAGER MARK S HARRISON. MS PROJECT SURVEYOR ROY E Lan JR., PE PROJECT ENGINEER DENISE LIMN, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HORIZ.: 1"-20' VERT.: a) co co lr- -Y co < L._ >. > 0 cu - CD P•■• Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule TOPOGRAPHY AND DEMOLITION PLAN SHEET: C1.0 c. \rrwLIcA. 13 Ni 1 u.-ru \uwgrues Nor inai \rroaa_torm \i I u4wi 1.awg O 0 0 c0 SS .M-1111•1i _ 150.00' NEW INTERCONNNEC77NG DRIVEWAY WHEEL STOP, TYP. 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RN, .TYP.) 0 0 0 COLORED: REMOVE EXIS77NG RAMP, ADD CURB AND PATCH ASPHALT EXISTING STALLS TO REMAIN, TYP NEW ADA RAMP RELOCATE SIGN PER REVISED ADA STALL LOCA 170N ii■11■ ■u m IUUU U■■ : 1■■■■■■■■ 1 ■ ■M■ ■O17 €: 111 •1111 NMI 111111 €' ' 1■■■■ ■/1111111 1■ ■11■ ■■1�'J 111 ■11■ ■C11� MEM MPS 1■ ■ ■r MOM 11 f 1 ■ ■I� ■■■■ IIIIMMI MIN 'TAMENMI■■_' - > -- COLORED, CORED FER TO LANDSCAPE PLANS STEPS VAN /ACCESSIBL SIGN (MUTCD SIGNS R7 -8a AND R7 -8) iM NEW ADA RAMPS NEW ADA STALLS ( MUTCD SIG R7 -8 ARKING f -) IS/774 OWRE• eoRED TO LANDSCAPE "PLANS TREE GRATE, SEE LANDSCAPE PLAN PROPOSED RESTRIPED STALLS EXISTING SIDEWALK EXISTING STALLS TO WITH EXPANDED REMAIN, TYP PLAN77NG AREA 15' TYPE 1 LANDSCAPE BUFFER, TYP. ALONG MINKLER BLVD (SEE SHEET L1.1) N M Co 00 Z ithg, EMI ` ® � ..�,m !A■■1II ■1 s 111 ® ■ ® ®1 ■1l ■ - ■� ■1 � � ®I :. 1.: 111111111111•A ■■■11■ ■r4■ ■■11 ■I■GX�11111 ■ ■ IMAM ••11111•111•111M1 ■ ■1111 ■I■■■■I ■�r11■H■ : ■111111111i■■ ■rr111 ■1111 - - ■UURUII■ ■ ■ ■Vi 1E1 NI ■11111111i1111111WII 1 ■111\ \1111 ■ ■iI■ ■11!41111UI II, - �� IIII ∎∎ �'1i11 ■.. - :morn MIMIC ■iF4ii ; ■i11 ■11 ■11/■■ ANSIYN NT; TYE : LED SCORE: NEW- SCORE CONCRETE :CROSS" - :0" BAND. :AROUND :2X2' : : ::SCORED :COLORED • • : :CONCRETE :REFER TO • - :LANDSCAPE PLANS, ?'i'p) ��: 15' DRAINAGE ,$ ND UTILITIES EASEMENT REC. NO. 7202290162 AND 15' UTILITY EASEMENT RE Q. NO. 72100601 6 :NEW :ADA: RAMPS :PER :Cl7X - OF -TUKWILA : ::: :STANDARD DETAILS:- - :R5-12 : WITH. :4! - CLEAR : :AT :T-OP: OF:RAMP : TYP.: :NEW :: :- .0 E72 :SID ALK all NO SS OD MO SS 150.00' 269.85' EXIS77NG STALLS TO REMAIN, TYP NARROW ENTRY DRIVE TO 25, FACE OF CURB TO FACE OF CURB SS ACCe64)01 ? C1P-4 s�,,�� 15' D' INAGE AND V �'�0� IJ� UTILl77 EASEMENT S C110\ .5 AQ6•t� r- ( EC. N0. 6355529 1 ( o ��� �� r± y� j. AND 15' TILT TY ..\. 0 100yi(� _ 4• S{ vL, / �`'� NO. 721 R VTOY+' �/ ▪ NO- 72100601 Czc c.t &s Ibt�e ? a.,C � � S L IA 10-c o I^ S ic1r 40V- VOW' \ ligei 8 pa (-T.. Afi & s-o: • 7 901'4728 "E: PROPOSED APPROXIMA7E 'CA770N OF NEW ENTRY MONUMEN SEE ENTRY MONUMENT NOTES IS SHEET FOR SIGN DIMENSION INFO "MA170N SS .;,�. SS EXIS77NG STALLS TO REMAIN, TYP 15' TYPE 1 LANDSCAPE BUH -LW, TYP. ALONG ANDOVER PARK WEST SS(SEE SHLL T L1.1) SS ANDOVER PARK WEST SS SS SS 90'00'00" R= 50.00' L= 78.54' SCALE: 1" = 20' 0 10 20 40 APPROVED NOV 04 2011 City of Tukwila PUBLIC Works LEGEND PROPOSED STORM DRAINAGE BOUNDARY PROPOSED ASPHALT PAVEMENT -- GUTTER, FLOW, & CURB LINE: ; CENTER LINE r r PROPOSED SIDEWALK EASEMENT STORM DRAIN PIPE ROOF & FOOTING DRAIN d ° PROPOSED CONCRETE -- -420- - 10' PROPOSED CONTOURS -- -422- - 2' PROPOSED CONTOURS tw CURB RAMP STREET LIGHT RETAINING WALL • CATCH BASIN, TYPE l • STORM CLEANOUT o YARD DRAIN EXISTING FEATURES 300 10' EXISTING CONTOURS -- -302— - -- ......• •- 2' EXISTING CONTOURS —SD— — — EXISTING STORM DRAIN PIPE — —SS— — — EXISTING SEWER MAIN — —W— — EXISTING WATER MAIN — —PO — EXISTING POWER LINE — -TUG!' — EXISTING UNDERGROUND POWER LINE - -G— — EXISTING GAS MAIN - -TL— — EXIS77NG TELEPHONE LINE ❑ EXISTING CATCH BASIN, TYPE 1 © EXIS77NG CATCH BASIN, TYPE II 0 E A 0- N . 0 EXISTING GUY ANCHOR EXIS77NG WATER METER EXIS77NG FIRE HYDRANT [ AIR/VAC RELEASE VALVE EXISTING BLOW OFF A EXISTING GATE- VALVE EXIS77NG CONIFEROUS TREE 1. EXISTING DECIDUOUS TREE EXISTING SEWER MANHOLE -0- EXISTING POWER POLE EXIS77NG GRAVEL P EX1S77NG POWER VAULT .... EXISTING ASPHALT ��Ck.4`k`��kA .,,, kkkkh \`A \`kkA \`AA`kkkkkkkkk:.�:kkkkk :kkA..A..... SITE DATA ESTIMATED EARTHWORK QUANT/17ES PAVEMENT AND SIDEWALK REMOVAL: «204 CU. YDS SUBGRADE IMPORT FOR NEW STALLS, SIDEWALK, AND EAST PARKING :: r 340 CU. YDS. REDUC170N IN IMPERVIOUS AREA N4,807 SQ. FT. CREA T70N OF NEW IMPERWOUS AREA ,-2,895 SQ. FT. NET REDUCTION IN IMPERWOUS AREA —1,912 SQ. FT. PARKING CALCULA TIONS - 700 BUILDING USEABLE FLOOR AREA (700 BLDG) PARKING STALLS REQUIRED (3 STALLS /1000 SF OF USEABLE FLOOR AREA) PARKING STALLS PROPOSED COMPACT STALLS ALLOWED (30% OF ALL STALLS) COMPACT STALLS PROPOSED BICYCLE SPOTS REQUIRED (1/50 PARKING STALLS) BICYCLE SPOTS PROPOSED ADA STALLS REQUIRED ADA STALLS PROPOSED 32,520 SF 98 STALLS REQUIRED 121 STALLS PROPOSED 36 STALLS ALLOWED 24 STALLS PROPOSED 3 BICYCLE SPOTS REQUIRED 5 BICYCLE SPOTS PROPOSED 5 STALLS REQUIRED 5 STALLS PROPOSED (1 IS VAN ACCESSIBLE) PARKING COMPARISON - 700 BUILDING EXISTING /PROPOSED PARKIING EXISTING PARKING 101 TOTAL STALLS PROPOSED PARKING 121 TOTAL STALLS 92 STANDARDS 24 COMPACTS 5 ACCESSIBLE (1 IS VAN ACCESSIBLE) PARKING CALCULATIONS - 600 BUILDING USEABLE FLOOR AREA (600 BLDG) PARKING STALLS REQUIRED (3 STALLS /1000 SF OF USEABLE FLOOR AREA) PARKING STALLS PROPOSED COMPACT STALLS ALLOWED (3O% OF ALL STALLS) COMPACT STALLS PROPOSED ADA STALLS TO REPLACE EXISTING 17,500 SF 53 STALLS REQUIRED 75 STALLS PROPOSED 22 STALLS ALLOWED 0 STALLS PROPOSED 2 STALLS PARKING COMPARISON - 600 BUILDING EXISTING /PROPOSED PARKIING EXIS77NG PARKING 85 TOTAL STALLS PROPOSED PARKING ENTRY MONUMENT NOTES 75 TOTAL STALLS 73 STANDARDS 0 COMPACTS 2 ACCESSIBLE SIGN MESSAGE SIZE SIGN SIZE SIGN HEIGHT 60 SF MAXIMUM PER SIDE (120 MAXIMUM SF TOTAL) 80 SF MAXIMUM PER SIDE (160 MAXIMUM SF TOTAL) 7 FEET HEIGHT MAXIMUM SIGN WWD771 15' WMD7H MAXIMUM SIGN, SETBACK 5' MIN. FROM PROPERTY LINE NOTE IN ADDITION TO THE MONUMENT SIGN MESSAGE, THE SITE ADDRESS SHALL BE INCLUDED ON THE MONUMENT SIGN PER CITY OF TUKWILA STANDARDS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF Ti1K MLA DEC 1z °trot PERMIT CENTEF IIL.0 ARCHITECTURE g &PLANNING MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info@rfmarch.com T ASSOCIATES 12112 115th Ave. NE Kiddand, WA 98034-6923 425.821.8448 425.8213481 fax 800.488-0758 to free www. tdadassodates.net L Cr. }Err llir JEFFREY COX, ASLA PROJECT MANAGER MARK S HARRISON. PLS PROJECT SURVEYOR ROY ELEIMSyJR,PE PROJECT ENGINEER DENISE UF11N, RLA PROJECT LANDSCAPE ARCffiTECT FIRST SUBI[ITfAL DATE: 10/17/11 SCALE: Hu®Z.:1 " =20' VET.: 0 tfs L > 0 Project Number 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 1 PER COT (11/18/11) 12/01/11 SITE PLAN 150.00' PRC = 0 +51.26 NEW 0+75.00, ON SEE "EAST' RDAD SEE "WEST" ROAD INTERCONNNECTING CENTERLINE PT = 0 +59.19 RIM 24.87 PROFlLE ON CENTERLINE DRIVEWAY PC = 0 +24.13 8" lE 22.72 SHEET C1.3 PR NEATLY SAWCUT rKKKr,Krrl!r►KKKrKKKrrKKK K rrrKKrrKKKrKK,irKKrrr rrrKK►�rrrKKKrrrrrrrirKKKr�Krr N01'4T28 "E 469.85' SHEET EXISTING PAVEMENT 4' uumno .■ ...::- :eee� ■.uuunpgnrm�wso' ■ °' °O °!uIucnuuorusur°un11 ° "r'O °1 °1 °' °,rr u uuummunruun r v. ' K ' ' ' ' ' ► ' ' ' ► ► ► K r K K K r FROM WESTERLY RAIL RAILROAD nu; linlliuillinuuuninluunuuumlll ► ►��.►r.. ►iui���;l�;�il4l ►.1 °r °K °K °r °K °r °ur.ro r K K r K, r r r K K r K, K: K r K r r 111111,1111h11111111111111111 IIIIIIIIIIIIIIIII�IIllllll °t ' " ° " " '�1 ° °11u °1 °r°K �° mK.umuu ' ' ' ' K r r K r TRACKS •►1-.... K ■! ■ nnnnK K K r i i n k n i ai a ii u n 1 r ��;��a�rr►,1111► """ 1" i r ► 111111111111111111�I�'I 11111111111111111111111 r [ °K °I °r °or°r°maulrr u ''''''''1�1� %i►i►il`III`I �1$ +1r'� ►�►� ► 111II1i111111111111111111111111�1111111111111111111111111111�1111' ° °1 ° °1Op 1O ° ° °OIr' ° ► ► ' ' ' ' ' ' ' ' ► ' ' � � � � � � � r r r r ��i��iii�r�rI1II► KrKKKrrK►. rf► rKrrKrKKKr.. r► rrrrrrrrrrKrKrrKKrKrKrr .;rrrrrrrrrrrr. Krrrr ° °r.K °K.r.r. r. r. I. I .v'.�.�.I.I.I.l.�ll.'.�.I.rr:.e ►,, ► ► ► ►� ► ► ►► ► ►�L�IIIIIIIIII , ►1111111111 1111111111111�IIIIIIIIIIIi11111111111111�11111111111111111111111111111�1111111111111111111111111111� 11111111111111111111111111111�11�111 11111 " " "" ltIt lllllllllllllllllll rrrKrrrr K rrKrKKrrrKrrrKrrrr rrKrrKKrrKKKrK ' "�" �319�85K �� r ► ► IIIIIIIIIIIIIII 1111111111111111111111�1�1� I III III�I�I�I��Ii' ITj IIp�IIIiIlllll 28 ►o ►,,, IIII1111 II1�,. ! ►•.,r,r.ri :: " errr ►► 6 CONCRETE SLNhL 2561 BC - l � - �•rsrrldfH °'••cs DRAIN TO. ASPHALT CONCRETE: #3; 43 <$C ^"- ►:r ► qqI /� %l� /% TRASH/RECYCLE /COMPOST- :ENCLOSURE_ (FOR BUILDING). SPLIT FACE CMU- BLOCK.: 8': TALL 16' WIDE GA7E GATE SHALL: BE: GALVANIZED WOVEN MESH W/ VINYL COVERING AND: SLA T5 POSTS SHALL BE 4" DIA STEEL W /12.": D/, : X:3' CONC F0071NG. PROVIDE LATCH AND: CANE BOL-T- FOR GA7E CONTRACTOR SHALL CONFIRM :SIZE ::: W17N LOCAL WASTE MANAGEMENT :COMPANY : :: = • T: 700 w1Thl 25.41FG 2561 BC: ::0400 MATCH.: EXl. S T 7N G: • : RAILROAD: : :TRACKS'- :: : PRIVATE : ErDE : *PARK ': : • - ee :;7b = -:-Top :26:55 - : -: - : NEW 4 ": -P. VC /E . : PVC: IE:22.20. • : • 12": CPP: /•21:05: (w) •15 ": CMP- 1E: 2 -7;10: (S) • :CB -07850: : :TOP :26 : :45: : -:- : - :12 ": 24P- 1E 23.75- (W) OW CONCRETE' : = WALL PER DETAIL : • : - SHEET CI.4 18" WIDE UTILITY TRENCH :IMTH: FOUR 4" CONDUITS FOR COMMUNICA :77ONS- BETWEEN BUILDINGS. SEE :ELEC7ICAL : : :: : 1 : PLANS FOR EN71RE CONDUIT :ALIGNMENT NEW RAIIVTED•: - CROSSWALK : : NEW :ADA :RAMp: 25.64_ PO PT = 11 +7'4 79 0+64.34 !M. : 26:84: • - iE: 2372 • - :12'D-EC SIGN: - "FR /VA T : PARKING" 1 +25.00, ON € RIM 25.35 8" IE 22.07 NEW SIDEWALK AND BUILDING ENTRY MAIL DROP BOX 2 NEW STANDARD STALLS "FUTURE" ELECTRIC CAR CHARGING STA770N (NOT IN THIS CONTRACT) AND CONDUIT WITH 100 AMP POWER SUPPLY STUBBED TO THIS LOCATION (SEE ELECTRICAL PLANS) (USE SOLID PVC, PIPE BENEATH SIDEWALKS AND PERFORATED PVC PIPE W17HIN FRENCH DRAINS APPROXIMATE POST 770N OF BURIED JUNCTION BOX PER JORDON, CASPER, WOODMAN, DODSON, ARCHITECTS GRADING PLAN APPROVED BY CITY OF TUKWILA JANUARY 16, 1978 3.0' WIDE MAN DOO 8.0' WIDE GARAGE DOOR 7.0' WIDE MAN DOOR SIGN "NO PARKING" EXISTING CB ; 7057 W EW SOLID LOCKING LID RIM (23.37) ADJUST TO 26.94 NEW 8" IE 21.75 (E) 15" CMP IE 21.17 (N) 15" CMP IE 21.02 (5) SIGN "RAILROAD CROSSING" CB ; 7206 TOP 24.80 12" CONC. IE 21.40 (S) FINISH FLOOR ELEVATION 27.90 600 ANDOVER PARK WEST TUKWILA, WA 98188 TOP 26.25 12" CMP IE 22.95 (E) 12" CMP IE 22.83 (W) FINISH FLOOR ELEVATION 27.10 760 ANDOVER PARK WEST TUKWILA, WA 98188 O O O M NEW RAISED SCORED /COLORED CONCRETE CROSSWALK *NOTE LOCATE YARD DRA /NS TO AVOID EXISTING UNDERGROUND U77LI17ES NEW ADA RAMPS SIGN "HANDICAPPED PARKING" SAWCUT EXISTING PAVEMENT AND PROVIDE NEW ASPHALT CONCRETE RAMP UP TO THE RAISED CROSSWALK (BOTH SIDES) ■ ■IU ■UUI IIIIIII1Li'iii Immu ma • 111 11■ 111111111■EIMIli i 111 ■111111■11V ' ¢ C ` -MO \ ■ ■ ■ ■ ■ ■ ■g ;11■ w.. I NEW ADA PARKING STALLS (TYP) ENHANCED MAIN BUILDING ENTRY EXIS77NG SIDEWALK WITH EXPANDED PLAN77NG AREA Gi■ ■■ril `�rn®i mum �1. I"iiiiiiii�aiiiiim IIi1i1i1!1i1I ■ ■1111 ■ ::::�: 1111111111111111.1 MI MI 11• %1111110 ®!IIIII HI 1_, Vitt. \111111► \1111R - : - NEW.:SEOREQ/C QLOREQ . 71111111 \1111MIL ::CONCRETE CROS- SWAl3C : • . • 111111111 -: 1IUI) M 15' DRAINAGE ND UTILITIES EASE ENT REC. NO. 7202290162 AND 15' UTILITY EASEMENT REQ. NO. 72100601 6 CB ; 7324 TOP 23.51 12" CMP IE . 1.91 (NNE) 12" CMP IE 1.88 (W) ZIP GE 150.00' SS SS SS SS SSM TOP 25.59 12" CONC. IE 20.56 (NE) 18" CONC. IE 20.41 (E) 412" CONC. IE 20.59 (W) SS CB #7525 SIGN TOP 24.53 35 MPH" 18" CONC. IE 20.65 (W) 18" CMP IE 20.95 (E) SS CB TYPE 11 #7737 TOP 26.55 TOP 12" CMP IE 23.72 RESTRICTOR TEE (SW) 12" CMP IE 22.55 (E) 8" CMP IE 22.75 (NE) 12" CMP IE 22.42 (SW IN RESTRICTOR TEE) SS NARROW ENTRY DRIVE TO 25; FACE OF CURB TO FACE OF CURB SS PROPOSED APPROX!MA1E LOCA770N OF NEW ENTRY MONUMENT SS SSMH SS SS SIGN "BUS STOP" SS ANDOVER PARK WEST ADA SS SSMH SS SS ADA X90'00'00" R= 50.00' L= 78.54' SCALE: 1" = 20' 0 10 20 40 ik3H0 EXISTING PAVEMENT SEALING UPON COMPLETION OF SITE DEVELOPMENT, THE EXIS77NG PAVEMENT SURROUNDING THE 700 BUILDING SHALL BE TREATED WITH A SLURRY SEAL. PAVEMENT PREPARATION AND APPLICATION SHALL BE PER "ASPHALT SEAL COATS" REVISED MARCH 2003 - BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. A TYPE I SLURRY SEAL, UTILIZING ASPHALT EMULSIONS, SHALL BE UTILIZED. ONCE THE SLURRY SEAL HAS CURED, ALL PAVEMENT STRIPING / MARKINGS SHALL BE REAPPLIED, IN ACCORDANCE WITH THE CURRENT EDITION OF THE "STANDARD SPECIFICA 770NS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" - BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMEN77NG ALL EXISTING PAVEMENT STRIPING / MARKINGS PRIOR TO PLACEMENT OF THE SLURRY SEAL, SO THAT THEY CAN BE PROPERLY RE- ESTABLISHED. APPROVED NOV 0 4 2011 Gity of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER ARCHITECTURE. erg &PLANNING MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com TI ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034 -8923 425.821.8448 425.821.3481 fax 800.488.0756 toll free vwww. triedassociates.net ■EFFREY ASYA PROJECT MANAGER MARK HARRISOt4 PLS PROJECT SURVEYOR ROY E LEM . R., PE PROJECT ENGINEER DENISE UF114 RLA PROJECT' LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HORIZ.: r=201 VERT.: .E..r a) icts CD co 00 Q M// Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule GRADING AND STORM DRAINAGE SHEET: C1.2 30 20 PVI STA = 0 +10.00 PVl ELEV = 28.01 VC = 20.00' P14 STA = 0 +30.00 PVI ELEV = 25.93 VC = 20.00' EX!S77NG GROUND o) N N M N N N 0 +00 EAST SCALE: 1'1=1 0' HORIZ, 1 " =2' VERT 1+00 30 20 1 +50 PVl STA = 0 +10.00 P14 ELEV = 28.01 VC = 20.00' ---------- -- O.'9X O0) NN UW PVl STA = 0 +30.00 P14 ELEV = 25.90 VC = 20.00' SS \\ CC 0 +64.34 FINISH GRADE —0.562 EXISTING GROUND co Lri n N N N 0-1-00 1 +00 WEST SCALE: 1"=1 0' HORIZ, 1"=2' VERT 30 20 2 +00 27.61 7'1 15'1 2' 6' WALK / 700 / BUILDING / FF 2Z10 BLEND INTO EXISTING PLANTER WITH 3 :: 1 SLOPE V 18" DEEP FRENCH DRAIN WRAP TRENCH WITH MIRAFI 140 —N FILTER FABRIC, OR EQUAL 4" PERFORATED 1 1/2" WASHED ROCK BACKFILL PVC UNDERDRAIN FRENCH DRAIN DETAIL NOT TO SCALE SA WCUT AND REMOVE EXISTING PAVEMENT TO FORM AND POUR NEW WALKWAY. PATCH W177-1 NEW PAVEMENT PER DETAIL ON THIS SHEET. EXISTING PAVEMENT NOTE REFER TO LANDSCAPE PLANS FOR SIDEWALK AND LANDSCAPING DETAILS 2.0X PROPOSED CONCRETE WALKWAY 4" • 18" 6" INTEGRAL CURB /WALKWAY SECTION NOT TO SCALE Imo, I�> IWei reiliketto I�� ;Pig e/ /.� • e/o• III 111-111-111—iii — iii — iii —I � III— III —III *ALL PAVEMENT JOINTS SHALL BE TACKED AND SEALED PER CURRENT WSDOT STANDARDS AND SPECIF1CA77ONS *ALL MATERIALS PLACEMENT AND COMPAC770N SHALL BE PER CURRENT WSDOT STANDARDS AND SPECIF7CA770NS 3" OF CLASS "B" ASPHALT CONCRETE PAVEMENT 4" CRUSHED SURFACING BASE COURSE 6" CLASS "B" GRAVEL PREPARED AND PROOF — ROLLED SUBGRADE, COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT "NEW" PA VEMENT SECTION NOT TO SCALE EXPANSION JOINT (ANGLE CUT AT SURFACE) WELDED WIRE MESH CENTERED IN SLAB, 2" CLR. FOR EDGES CONCRETE WALK (SEPERA 1E POUR) 18" DOWEL FG OF PLANTER 1" BELOW ADJACENT PAVING, TYP. O k. A 4/8" Qo, o -- \ 00 TOOLED SCORE LINE, TYP. FLUSH zip :re ��������j -. -IC •ttiotio�o�o•• • .� ,.� ,.� �� �� �� �� �� mss+ ,� �� �� �� .� �� mss+ 1 —I I -111 =1 I —I 1 EXPANSION JOINT, TYPICAL (SEE DETAIL THIS SHEET) CONCRETE PAVING COLORED /SCORED CONCRETE SHALL BE MEDIUM SAND BLAST FINISH —REFER TO SITE FURNISHING/EINISHES LIST FOR COLOR CONCRETE AREAS NOT SCHEDULED FOR COLOR (SEE LANDSCAPE PLAN) SHALL MATCH FINISH OF EXISTING SIDEWALK TOOLED CONTROL JOINT (SEE DETAIL THIS SHEET) i 11 —I 11 =1 1=1 I III 11 =_ - III =1 I I -111 —II- -i — —1 1 1 =1 111 I I -11 I,; 11- I I CONCRETE WALK DIMENSIONS: PEDESTRIAN WALK (NO VEHICULAR LOADING): PEDESTRIAN WALK (WITH VEHICULAR LOADING): A 4" 6" B 2" 6" 5/8" MINUS CRUSHED ROCK TOP COURSE EXCAVATE SUBGRADE TO SOUND BEARING SOIL. COMPACT TO 95Z OF MAXIMUM DENSITY AT OP77MUM MOISTURE CONTENT TYPICAL CONCRETE WALKWAY DETAILS NOT TO SCALE 6' 6' WALK 6' :* ;1\;\";":///-.. � ice; :is ii t'.•s�SS� : ?1., / / ✓ / / / ✓ /- /- / /� / %- / / / /-�Lj /� %' :.. � � "li•� ;i•:= i:;; ?'j: "�:;�. -_• / / // j/ j/ j/ / j /�`j/��j/ / j/O/�O / /Oj /O / /OO // j /O / /j /I /�`j /;I/ j/ �/ I /`I/ I�`j/ ��j�j//\/ ���////////// �j�/ �j�///// �j�j�j�// �j /�j�j /�j� /�j /�j�l. /�j�j�j�j�j CLEAN SAWCUTS THROUGH EXISTING PAVEMENT, T)P B077-1 SIDES SEE TYPICAL CONCRETE WALKWAY DETAIL ABOVE FOR FURTHER DESIGN /NFORMA770N REFER TO THE 'NEW' SECTION ON THIS SHEET RAISED CROSSWALK DETAIL NOT TO SCALE 10' WALK APPROVED NOV 04 2011 City of Tukwila PUBLIC Works CLEAN SA WCU TS THROUGH EXISTING PAVEMENT, TYP BOTH SIDES SEE TYPICAL CONCRETE WALKWAY DETAIL ABOVE FOR FURTHER DESIGN INFORMA170N REFER TO THE 'NEWPAVEMENT SECTION ON THIS SHEET FLUSH CROSSWALK DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 232011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER ARCHITECTURE &PLANNING I - ER MIL 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com TRIAt ASSOCIATES 12112115thAve. NE Kirkland, WA98034 -8923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. triadassociates.net III 1 d 11 'i... JEFFREY COX ASLA PROJECT MANAGER MARK £ HARRISON, PLS PROJECT SURVEYOR ROY E LENS JIE, PE PROJECT ENGINEER DENISE UF11I RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HOB,.: 1"=1 0' VKRT.: 1 " =2' >1 CO • Z i O 5 coo z W 0 Z C� 0 1%ft• V m � o .C4-5(1) CNTS 0 O CO CO CO Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule PROFILES AND DETAILS SHEET: C1.3 27.6.1 7'f 25' 15'± 700 BUILDING 7RANSI770N EXISTING PARKING TOP OF WALL 6" ABOVE PARKING 26.82 FF 27.10 ■ BLEND INTO EXISTING PLANTER WITH 3 :1 SLOPE 18" DEEP FRENCH DRAIN WRAP TRENCH W17H MIRAFI 140 -N FLIER FABRIC, OR EQUAL NOTE REFER TO LANDSCAPE PLANS FOR SIDEWALK AND LANDSCAPING DETAILS 4" PERFORATED PVC UNDERDRAIN 1 1/2" WASHED ROCK BACKFILL FRENCH DRAIN DETAIL NOT TO SCALE 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5-0". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20 ". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON - ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 1 SHEET: DS -01 REVISION #1: 08.03 APPROVAL: B. SHELTON ■ RIGID PIPE FLEXIBLE PIPE (D.I., CONC.) EXISTING STRUCTURAL SECTION PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT, TACK AND SEAL EDGES (CPEP, CMP, PVC) 4" MIN. OR MATCH EXISTING, WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - HMA CLASS Y2" 24" MIN, -Pi BACKFILL DEPTH FOR WATER LINES PIPE BEDDING PER WSDOT 9.03.16 95% COMPACTION PIPE AS SPECIFIED ON PLAN OR SPECS. NOTES: III_. III. -11�- 1.5XI.D.+18 24' MIN. 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM 0 -1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 1? LIFTS TO 90% PER ASTM D -1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN B" OF THE PIPE EXTERIOR. 4. COMPACT PIPE 5/" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D -1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL - PAVEMENT RESTORATION SHEET: DS -14B REVISION #I: 08.03 1 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER LOW CONCRETE WALL NOT 7O SCALE MATERIAL DIMENSIONS WITH OR WITHOUT PERFORATION INSIDE DIAMETER 12" T & G 18" 24" 24" T & G DEPTH 36" 36" 36" 36" OR 48" WALL THICKNESS 2" 2 -1/2" 3 -1/4" 3" BELL O.D. 16" 27" 33" 30" BELL I.D. 14" 22' 27 -7/8" 27 -1/2" BELL DEPTH 1 -3/8" 3 -1/2" 3 -1/2" 2" GRATE DIAMETER 13 -7/8" 21 -7/8" 27 -3/4" 27" GRATE THICKNESS 1- 7/16" 3 -1/2" 3 -1/2" 2" APPROX. WEIGHT 300# 400# 975# 825 #, 1100# NOTES: 1. SET GRATE INTO BELL RECESS. 2. MAY REQUIRE A BASE SLAB. 3. FOR USE IN NON - TRAFFIC AREAS ON PRIVATE PROPERTY. 0 NOT TO SCALE a�siiy' * e City of 4 City ae iSOS ;~ Tukwila 4p, - CATCH BASIN YARD DRAIN SHEET: DS-03 2 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON ■ ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT CONCRETE 150% OF EXISTING DEPTH SAW CUT EXISTING CONCRETE PAVEMENT EXTRA RIGID BASE 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT DEPTH DETERMINED - BY CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING ASPHALT PAVEMENT 7.44or %, % %i!i! %s. % % *Att* !i 518" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE ♦ City of Tukwila PAVEMENT RESTORATION SHEET: RS-03 REVISION #1: 08.03 APPROVAL: B. SHELTON ■ 2000 PSI (MIN) C.I.P CONCRETE WALL. SMOOTH FINISH. COLOR - NATURAL CONCRETE. EXPOSED WALL SURFACES SHALL BE PATCHED AND SACK RUBBED FOR A SMOOTH AND EVEN FINISH. FORM WITHOUT 77ES HEIGHT VARIES SEE GRADING PLAN. / 700 / BUILDING / 27.10 NOTE REFER TO LANDSCAPE PLANS FOR SIDEWALK AND LANDSCAPING DETAILS ■ 3/4" CHAMFER, TYP. # 4 REBAR 0 18" OC, 2" CLR. MIN. (TYP) ,{4 REBAR 016 "OC, 2" CLR. MIN. (TYP) EXPANSION JOINT CONCRETE ADA WALK/RAMP 2000 PSI (MIN) C.I.P CONCRETE WALL SMOOTH FINISH. COLOR - NATURAL CONCRETE EXPOSED WALL SURFACES SHALL BE PATCHED AND SACK RUBBED FOR A. SMOOTH AND EVEN FINISH. FORM WITHOUT 77ES HEIGHT VARIES SEE GRADING PLAN. y 4 REBAR 0 16a OC, 2' CLR. MIN. (TYP) COMPACTED ROCK BASE COURSE COMPACTED OR UNDISTURBED SUBGRADE LOW CONCRETE WALL SECTION NOT TO SCALE 12 f 3/4" CHAMFER, TYP. # 4 REBAR 0 12" OC, 2" CLR. MIN. (TYP) EXPANSION JOINT CONCRETE WALK 18" DOWEL COMPACTED ROCK BASE COURSE - COMPACTED OR UNDISTURBED SUBGRADE CONCRETE SEAT WALL SECTION NOT TO SCALE LEVELING PADS B PADS 1 -1/2" x 3/4" x 118" LETTERING TO BE RECESSED 1116' 20• A 24' TOP VIEW 1-51 1-518• SECTION A-A SEE SLOT DETAIL -Ar 1 SLOT DETAIL LOCKING LID 1 -114' r- 24 5/8' 1 -5/8• J 1/8' SECTION B -B NOTES: 1'. WELDING IS NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A±1 /16" TOLERANCE. 3. EDGES SHALL HAVE 118° RADIUS AND 118" CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LETTERING TO BE RECESSED 1/16 ". 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING, 'OUTFALL TO STREAM, DUMP NO POLLUTANTS ", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA 8. LOCKING LID REQUIRED. 2 114' VANE DETAIL SECTION C -C ZUMAR INDUSTRIES HOT TAPE #896450 OR APPROVED EQUAL NO DUMPING! DRAINS TO ST 26" REAM 5' CATCH BASIN MARKING ♦ NOT TO SCALE City of Tukwila CATCH BASIN & INLET VANED GRATE SLEET: DS -06 REVISION #I: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER ■ I 18' SIDEWALK 8 -6' 296 /�0 2' MIN. OR MORE AS DIRECTED. * * DEPENDS ON DRIVEWAY PROFILE] 2".6J8' CRUSHED ROCK (MAX GRADE IS 15 %) SECTION A-A TOP OF CURB AT DRIVEWAY 5% 4 18" CURB DETAIL NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC. 2. DRIVEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. 4. CONCRETE SHALL BE CLASS 4000. 5. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. 6. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6" THICK. 7. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8" X 5 -1/2" EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAIWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 9. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 10. REMOVAL OF. EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. NOT TO SCALE City of Tukwila COMMERCIAL DRIVEWAY SHEET: RS-09 REVISION Al: 08.03 1 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER i I STANDARD CONSTRUCTION NOTES PRIOR TO STARTING CONS7RUC770N, CONTACT ONE -CALL (1- 800 - 424 -5555) OR 811, FOR U77UTY LOCA77ONS GENERAL 1. LOCA77ONS SHOWN FOR EXISTING U7TLI7TES ARE APPROXIMATE 2. AT LEAST 48 HOURS BEFORE STAR77NG PROJECT SIZE WORK, NOTIFY 7HE U77LI77ES INSPECTOR AT 206 -433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPEC770N AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 - 01179. 4. 7HE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONS7RUC770N OPERA770N.S 5. 7HE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CON01770NS; 7HE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONS7RUC770N STANDARDS AVAILABLE AT 7HE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS ANY CHANGES FROM 7HE APPROVED PLANS REQUIRE PRE - APPROVAL FROM 7HE OWNER, 7HE ENGINEER, AND 7HE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTON STANDARDS, UNLESS OTHERWISE APPROVED BY 7HE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTA770N. 11. ALL SURVEYING FOR PUBLIC FACILI77ES SHALL BE DONE UNDER 7HE DIREC770N OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 198& HORIZONTAL DATUM SHALL BE WASHINGTON STA 7E (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND 77ED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, 7HE PERMITTEE SHALL PROVIDE CONVERSION CALCULA77ONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONS7RUC770N. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONS7RUC770N 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFCA77ONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICA77ONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL„ STATE AND LOCAL LAWS PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO 7HE APPROVED PLANS. 2. PERM /T1EE /CON7RACTOR SHALL ARRANGE A PRECONS7RUC7TON CONFERENCE Wl7H THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A.ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND 7HE FOLLOWING: B.PRIOR TO ANY AC7IV17Y IN CITY RIGHT -OF -WAY, 7HE PERMl77EE SHALL PROVIDE 7HE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL 7HE TRAFFIC CONTROL PLAN SHALL INCLUDE 7HE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING 7HE WORK AND SHALL MEET MUTCD REQUIREMENTS. c. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN 7HE 7UKMILA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM 7HE BUILDING OWNER AND 7HE DIRECTOR TO CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. 7HE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON 7HE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONS7RUC77ON AC771/177ES, ESTABLISH THE CLEARING OMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVEN7ION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERA770N. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS; SHALL REMAIN IN PLACE UN77L FINAL SITE CONS7RUC770N IS COMPLETED AND PERMANENT STABILIZA710N IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT KILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, 7HE CONTRACTOR SHALL: a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE 7HAN 12 HOURS. b. STOCKPILE, ON S17E, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE VET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. Z FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF 7HE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILI77ES ARE LOCATED. 8. DURING 7HE LIFE OF 7HE PROJECT, 7HE PERMI77EE SHALL MAINTAIN IN GOOD COND/770N AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS; DAMS,, STRUCTURES, VEGETA170N, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES; AND SHALL, KITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESUL 77NG FROM PROJECT-RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICA770NS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIF7CA770NS AND ASSOCIATED PERMITS ON 7HE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STA 7E, AND LOCAL LAWS 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVEJV7TON AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE 7HE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMl77EE SHALL AT ALL TIMES PROTECT SENSI77VE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS - OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERA77ONS 7HE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT 7HE 77ME OF 7HE ISSUANCE OF 7HE PERMIT, SENSI77VE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPER77ES AND IMPROVEMENTS DAMAGED BY THE PERMI77EE'S OPERATIONS 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING :: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLA770N OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACIU77ES AS IDEN77FIED IN THE ESC PLAN. d. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPER77ES AND DRAINAGE FACILI77ES. e.INSPECT ACCORDING TO 7HE APPROVED ESC INSPEC770N SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVA770N OPERA77ONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARA770N FROM OTHER UNDERGROUND U77L177ES. .3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUC77ON STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS W77H "DUMP NO WASTE' AND EITHER "DRAINS TO STREAMS', "DRAINS TO WETLANDS" OR "DRAINS TO GROUNDWA7ER , AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MIN /MUM 3:1 SLOPE FROM 7HE EDGE OF 7HE DRIVEWAY TO THE BOTTOM OF 7HE DITCH. CULVERTS SHALL HAVE BEVELED END SEC77ONS THAT MATCH THE SIDE SLOPE. EXISTING PAVEMENT 4' MIN. LANDING REQUIRED DETECTABLE WARNING PATTERN (SEE DETAIL) 1/2" MAX TO 1/4" MIN. UP i a 6'. MAX. 11' �.J 6" THICK GUTTER SECTION A -A 4' MIN. A 4' THICK CEMENT CONCRETE SIDEWALK 18" THICKENED EDGE A B MIN 2.3/8' 1 -1!2' C 7116" 3/4" D 718" 1 -7/18' PLAN C x3/16" i ELEVATION DETECTABLE WARNING PATTERN NOTES: (SEE NOTE 5) 1, RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. RAMP CENTERLINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. MAXIMUM SLOPE SHALL BE 12:1. 3. FULL DEPTH EXPANSION JOINTS ARE REQUIRED ON EACH SIDE OF RAMP AND SHALL BE PLACED AT 15' SPACING IN GENERAL SIDEWALK PORTION. 4. CURB RAMPS SHALL BE PLACED TWO PER RADIUS ON ARTERIAL STREETS OR AS DIRECTED BY THE ENGINEER. 5. DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) MUST BE PRECAST PAVERS MEETING ASTM C902 CLASS SX TYPE 1 OR C736 OR C1272 TYPE R. ACCEPTABLE MANUFACTURERS AND PRODUCTS ARE : a) ADA PAVERS AS MANUFACTURED BY WHITACRE- GREEK, AS DESCRIBED ON THEIR WEBSITE: ° htfp://www.wgpaver.comhada brochur pdf (BRICK RED) b) ARMORTILE AS MANUFACTURED BY ARMOR -TILE TACTILE SYSTEMS, AS DESCRIBED ON THEIR WEBSITE: hftp'i'www :armor- We.comltruncateddomes/ cast- Urp!ace.htn# +Cast%20M%2OPlace%2OColors (BRICK RED) c) CASTINTACT WARNING PANELS AS MANUFACTURED BY MASON SUPPLY CO. OF PORTLAND, OR, AS DESCRIBED ON THEIR WEBSITE: httpJhvww.mesco.net/castintact/ (BRICK RED) d) STEP -SAFE AS MANUFACTURED BYTRANSPO INDUSTRIES, INC. OF NEW ROCHELLE, NY, AS DESCRIBED ON THEIR WEBSITE: Mtpi /www.banspo.cQm/Step- se1e.htm (BRICK RED) ON A CASE BY CASE BASIS FOR RETROFITTING EXISTING RAMPS, THE FOLLOWING PRODUCTS MAY BE APPROVED, ONLY WHEN 'BRICK RED' COLOR BECOMES AVAILABLE: e) TOP MARK, AS MANUFACTURED BY FLINT TRADING, AS DESCRIBED ON THEIR WEBSITE: http / /www.I6ntfrading.cnndtapmarkhtm 0 VANGUARD DETECTABLE WARNING SYSTEMS AS MANUFACTURED BY VANGUARD ADA SYSTEMS OF AMERICA, SNOHOMISH, WA, AS DESCRIBED ON THEIR WEBSITE: httpl/Nrww.Vpnguerdonllne.conV 6. PAVERS WILL LAY ON TOP OF A 4" UNREINFORCED CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION OR WITH A MAXIMUM V2' THICK BED OF LATEX MODIFIED CEMENT MORTAR. MORTAR JOINTS TO A WIDTH NOT GREATER THAN 5132" AND NOT LESS THAN 1116 ". PAVERS SHALL NOT BE DIRECTLY TOUCHING EACH OTHER UNLESS THEY HAVE SPACING BARS. MORTARED JOINTS ARE TO BE FLUSH WITH TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SURFACE, PAVERS SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO AS TO PROVIDE A SMOOTH TRANSITION FROM BRICK TO BRICK AND BRICK TO CONCRETE SURFACE. 7. SEE WSDOT STANDARD PLAN F -40.10-01 FOR DIMENSION OF DETECTABLE WARNING SURFACE. 8. SEE WSDOT STANDARD PLANS F- 40.10 -01, F- 40.12-00, F- 40.15 -00, F- 40.16-00, F-40.18.00, F-40.20 -00, & F- 42.10 -OO FOR ACCEPTABLE ALTERNATE RAMP LAYOUTS. NOT TO SCALE City of Tukwila CURB RAMP SHEET: RS -12 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER APPROVED NOV 0 4 2011 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 182011 PERMITCENTER ARCHITECTURE & PLANNING MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com /TA OC IATES 12112 115th Ave. NE KIrldand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. tdadassoaates.net ..EFFREY CQQ ASIA PROJECT MANAGER MARK S: HARRISON, PLS PROJECT SURVEYOR ROY E LEIM$ JR, PE PROJECT ENGINEER DENISE UFI1N,, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HORIZ.: NA VKIBT.: CO CO CET /,-/•/-// Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule DETAILS AND NOTES SHEET: C1.4 / -M-1=14 N HIV t44..a.g .844 UC lIIIIlIIIIIIllIIlIIIlIlIIIIIIIl 111111 )111:1111111 111111 III; 1111;14111111111111111111:1111 II 11 111 111 I; II 111 II III 11 Ili III; 11 lig 111 II: III 111 11: 1:1:1111;11111111111111.1111;11111111;1;11111111111111111111;111111111IIIIIIIIIIII11111;1;11.111111111{1111111111;11;1111;11;1;i1111111111111111111111;1111111111;11;111111111111111141111111111IAIIIIIIIIIIII;;11;11;;111111111111;111111111111111111111111.1111111111;;;IIIIIIIIIIII 31111111111;liii;t111111; it IIIIIIIIht IVIIIIIII#0101111111111111111 kba '9411 1111,1 411 ,4250,- _ ,..#44111/401.. c.) (3 „ ....... „ 4 rttIOU:n9;;116:6e,1! Oro 1S944141 Landscape screening - - .... tArr* 14711040 *16461 post Transplanted vine )1/4"Cw Trash/recycle/com enclosure (for -100 building). maple rrem 6 °U40 Ain 1 side of buildin, 4,91,,,Z,Wialibirafig•TW,07eititgfq;0-6"47-"W #41,004:?&I'N,C• `le t';'.%-3'r Nkto. 11111168: .74,1,41114 Picnic table Benches (2) :.:;-zn-oxx000-o-n-c FIN 1:4 p kr44i - „ Layered shrub and groundcover planting PedeStrian connecti between 600 and 100 bUilding Lvto.474 114pi , F 401g,i40, .104.: 444 14104°,4■V;06-' 140.4•44 ■A7, 4u16,1440 %1104,0 Ss" r?" krk, •.%;. i40; !*d. r#"•6A1C i;%°' ai No■ 44b.•!•_•-, floomokii k4k vet 4101,; ) *PO ,r4 .'.-:II, '41 rt4tts1 00,1 NUM re-40-' mrirm goVi •,) WANE 44 Will Pr Bike rack, ceiNcrA.c, Av St. ' &44-0"c". Existing plant material area to -e saved an replan followin Sight distance triangle Lawn to remain, typ. map14,.anCf..„: . 11.1.11 transplant on east side of- building as noted !i! Metal frame attached to building with vines, typ. along this wall face (in blank wall areas) Trees (Vine maple) positioned pround windows, typ. Itcr,' W t.+V.:71% If :14:73:11 O ft t.o4h-4; , '.• g ap,,, i'Z ..;" '•-.1. lAnd Lill II • • nimmosue:e.#11 f... MUM MIN k. ,„P mosonaluri■givizt4,14:roi- 1101111EliiiiVkil,,,' IMES Wel PV-'14," !!!!!!U 0 0 INNEN Ern IIIIMENI 111111J INNEN IIIR 11111111•IL::1-;LE t 1•iii:elia, W 1111111 •111 M& 1.1•110111K1111 MINIM NAME 'EM Existing plant material to remain this bed (except • remove Junipers at columns) Mix of shade tolerant :shrubs under entry canopy 441 tt re — rJr4117-‘t inizif'errigiesiteriiri -M" te FAO eft. t. Wade. 1 V.02. iik_eira!atamoto 11121.If_ ft) Es,..a.-;.t, • s, eff WI AAA Emma Wired 111111111 MUM ISEPIIN111•11111111111111111PP,MIN EMEESAMELI 111T111111:411111111FAIW71111 IOWA MEW 1•1111111117111 •1111111111111 111111011ti 11111111111111111111111W411111 110 IPA IMETIPPA! Bed pedestrian walk Planter pots with seasonal lor, typ. Evergreen shrub accenting building columns, typ. (Manhattan euonymus) Lower evergreens between columns • 15' of Type 1 landscape IMF RatiZatit • tli. ZWZrIMIZAtigettiat:Mal-V112.- OM Landscape this bed to remain 15' of Type landscape Sight distance triangle Planting to complement entry monument Proposed ntry monument and • location are approximate, .... Existing trees to remain, typ. xieting trees to remain, typ. New.shrub bec177create smooth, flowing edge to delineate new Shrub and existing lawn ANDOVER PARK WEST SITE FURNISHING/FINISHES SCHEDULE 15' of Type 1 landscape Lawn to remain, typ. Symbol Item Manufacturer Model/Description c9 rff Bench (6') Picnic table Planter Pots Bike rack Tree Grate Wishbone Site Furnishing Modena park bench. Powder coated semi gloss black. Walnut recycled plastic slats. Wishbone Site Furnishing Single Ped Picnic table. 3 seat ADA accessible table. Powder coated semi gloss black. Walnut recycled plastic slats Nichols Brothers Stoneworks Bristol Vase (4 - 2' dia. pots and 1 - 3' dia. pot Fairweather Site Furnishing BR L5-3 Loop Bike (for 5 bikes) 38" long. coated semi Fairweather Site Furnishing • Colored scored LM Scofield concrete Note: At owner's option similar site furnishings may b oss black . --x 4' IVY se*- Unfinished stile iron • vivo Color Refresher. Color to be daris. Scoring shall be 2'x2' patter Concrete finish shall be medium e4id blast finish with tooled scor lines selected Lawn to remain, typ. -L _____________ Existing entry monument to be removed SCALE: 1" = 20' 0 10 20 40 PIANT LIST SYMBOL PLANT NAME SIZE COND./COMMENTS DECIDUOUS TREE ACER CIRCINATUM/ VINE MAPLE 6' WT. ACER PALMATUM 2" CAL. JAPANESE MAPLE (SMALL UPRIGHT VARIETY) BETILA JACQUEMONTII JACQUEMONTII BIRCH BETULA NIGRA RIVER BIRCH COTINUS OBOVATUS SMOKE TREE FRAXINUS PENNSYLVANICA 'MARSHALL' MARSHALLS SEEDLESS ASH PYRUS CALLERYANA 'C14ANTICLEER' CHANTICLEER PEAR CONIFEROUS TREE 2" CAL 5 4 5, 5 4 5, 545, 2" CAL B 4 B, 2" CAL 2" CAL 3" CAL 545, 0 JUNIF'ERUS VIRGINIANA 'SKYROCKET' SKYROCKET JUNIPER 6' HT. 545, ABELIA 'SHERUJOODII' SHERWOOD ABELIA QBERBERIS GLADWYNENSIS 'WILLIAM PENN' WILLIAM PENN BARBERRY 0 f5UXUS MICRO. JAPONICA 'GREEN BEAUTY' GREEN BEAUTY BOXWOOD OCISTUS X 14YBRIDUS WHITE ROCKROSE DRYOPTERIS ERYTHROSORA AUTUMN FERN EUONYMUS KIAUTSCHOVICUS 'MANI-I CHOLLIPO EUONYMUS eEUONYMUS FORTUNE! 'EMERALD + EMERALD + GOLD EUONYMUS 14ELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS OLAVANDULA ANGUSTIFOLIA 'MUNS LAVENDER a TTAN' LD' AD' LIRIOPE SPICATA 'SILVER DRAGON' SILVER DRAGON LILYTURF LONICERA NITIDA 'LEMON BEAUTY' LEMON BEAUTY BOX HONEYSUCKLE 0 MAI-IONIA AQUIFOLIUM 'ORANGE FLAME'/ TALL OREGON GRAPE eMAHONIA REPENS/ CREEPING OREGON GRAPE 00SMANTHUS HETEROPHYLUS 1GOSI41K1' GOSHIKI OSMANTHUS NANDINA DOMESTICA 'GULF STREAM' HEAVENLY BAMBOO 0 POTENTILLA FRUTICOSA 'PINK BEAUTY' SHRUBBY CINQUEFOIL @PRUNUS LAUROCERASUS 'OTTO LUYKE OTTO LUYKEN LAUREL #71 VIBURNUM DAVIDII DAVIS VIBURNUM GROUNDCOVER/VINES 2 GAL (18" MIN) 2 GAL (18" MIN) 5 GAL (le" MIN) GAL (1S" M ) 2 GAL len MAr3) 5 GAL (1S" MIN) 2 GAL (18" MIN) 1 GAL 18"rkt)3) 1 GAL ifit&P) 1 GAL 2 GAL (18" MIN) 2 GAL (18" MIN) 2 GAL Col 'ON) 5 GAL Is" MIN 2 GAL (18" MIN) 2 GAL MIN) CONT, SPECIMEN QUALITY, FULL AND 51.1514Y CONT, SPECIMEN QUALITY, FULL AND susw CONT, SF'ECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, LL AND BUSHY T, SPECIMEN QUALITY, LL AND BUSHY FU CO FUL • FU , SPECIMEN QUALITY, AND BUSHY SPECIMEN QUALITY, AND BUSHY T, SPECIMEN QUALITY, L AND BUSHY • CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY CONT, SPECIMEN QUALITY, ULL AND BUSHY MIN) , SPECIMEN QUALITY, AND BUSHY CONT, SPECIMEN QUALITY, FULL AND BUSHY LITHODOR4 DIFFUSA 'GRACE WARD' LITHODORA RUMS CALYCINOIDES BRAMBLE HYDRANGEA PETEOLARIS HYDRANGEA VINE LAWN AREA 4" POTS IS" OC, TRIANGULAR SPACING 4" POTS Is" OC, TRIANGULAR SPACING 5 GAL TRAIN ON METAL. TRELLISES ON SOUTH SIDE OF BUILDING 10.: C.:: EXISTING LAWN EXISTING TREES TO REMAIN PI 1 3'4 0 NOTES-IRRIGATION -c-....es-Niat•a_r5°T I2--VD k—acs laf CZ•0■,'Mk• ..(TrootA PLANT MATERIAL SELECTED IS EXPECTED TO THRIVE DURING SOME PERIODS OF MODERATE DROUGHT. IVZ...t.si1/4-"Ikt33 IF THERE ARE PERIODS OF SEVERE DROUGHT SUPPLEMENTAL WATER MAY BE REQUIRED. LA MANUAL WATERING WILL SE NECESSARY DURING PLANT ESTABLISHMENT EXISTING IRRIGATION SYSTEM SYSTEM SHALL BE ADJUSTED AND REPAIRED TO PROVIDE A FULLY OF'ERATION,AL SYSTEM FOR EXISTING LAWN AREAS ADJACENT TO ANDOVER PARK WEST AND MINKLER BOULEVARD PARKING AREA LANDSCAPE CALCULATION REQUIRED PARKING AREA LANDSCAPING 1,120 SF 15 SF/STALL FOR STALLS ADJACENT TO STREETS (88 STALLS X 15 SF) 10 SF/STALL FOR STALLS BEHIND BUILDINGS (40 STALLS )( 10 SF) PROPOSED PARKING AREA LANDSCAPING 3,083 SF ADJACENT TO STREETS 2,393 SF BEHIND BUILDING 5,416 SF TOTAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com /TASSOCIATES 12112 115Ih Ave. NE Kildand. WA 980346923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. triadassociates.net JEFFREY CO4 ASLA PROJECT MANAGER MARK S HARRISON, PLS PROJECT SURVEYOR ROY E LL11/4 R. PE PROJECT ENGINEER DOWSE Linn RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: NOM RE.: co co Go a) RECEIVED OCT 18 2011 PERMIT CENTER Project Number LLI Z L.L. 0 La 01—ceLt ow< Z W ax-a. 1_00.< • < LLI 31xv) 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule Landscape Plan SHEET: L1.1 PLANTING NOTES GENERAL NOTES Contractor shall verify existing site conditions prior to beginning construction. Notify owner of discrepancies, between plans and actual field conditions. The contractor shall be responsible for damage to existing utilities or improvements resulting from their work. Repairs shall be made at no expense to the owner. The contractor shall notify the owners representative prior to beginning construction, and shall keep the owner informed of progress of work throughout construction. Any requirement to the plans and /or notes shall be considered binding. In case of discrepancies or items not understood by the contractor, the owner's representative shall be contacted immediately. Site visite by the landscape architect to inspect progress of work and its conformance with the plane shall be ae directed by the owner's representative. Execute periodic cleaning of the site throughout the contract period to remove waste materials, rubbish, plant containers resulting from their work. Written dimensions supersede scaled distances. Dimensions are taken from the back of curb, face of building or face of fence. Refer to architects 4 civil engineering plane for site, grading 4 utility information. Contractor shall coordinate their work with all other applicable trades, as necessary. Quality Assurance Work shall be installed in conformance with applicable local codes and ordinances Planting shall be be performed by a licensed and bonded contractor Contractor shall obtain necessary permits and pay required fees. Chemical applications shall be applied by licensed applicator. Latest issue of American Standard for Nursery Stock published by American Association of Nurserymen shall be used to grade nursery stock ANSI Z60.1 Plant nomenclature shall conform to that used in New Sunset Western Garden Book current edition. Names and varieties not listed in this reference shall be those most commonly used in the nursery trade. Project Conditions - Planting operations shall not be conducted under the following conditions: 1. Freezing Weather 2. Excessive Neat 3. High Winds 4. Excessively Wet Conditions Sequencing 4 Scheduling Landscape contractor shall coordinate with other site contractors and owner's representative to develop a schedule for landscape installation. Coordinate with earthwork contractor to establish appropriate subgrade elevations as required by planting soil and mulch depths specified herein and on the drawings. PRODUCTS: Plants Provide plants as indicated on drawings. Quantities shown on drawings are for contractor's convenience only. Contractor is responsible for total number of plants represented graphically or by calculation. Condition: All plants shall conform to the following minimum requirements: 1 Nursery grown, unless otherwise specified. 2. Supplied in appropriate container, balled or burlapped, or bare root as specified on drawings. 3. In vigorous growing condition with full foliage and fully, symmetrically branched typically representative of the species. 4. Plants shall meet governing regulations concerning pests, weeds and disease 4 sha I I be free from all pests, diseases 4 weeds. 5. Fully and completely rooted, but not rootbound. 6. Plant grading shall conform to ANSI Z60.1. Trees: Uniform in appearance, size and structure. - Oversized Plants: Plants larger than specified size may be used providing height, spread, caliper, and root ball dimensions conform to ANSI Z60.1. Plants shall be .inspected by the owner's representative at time of delivery. Rejected plants shall be removed from the site immediately. Soils and Mulches import topsoil mix for use in shrub bode and lawn areas - 2 -way topsoil to be approved by Owner's Representative. Topsoil shall be 505 compost and 50% sand, sandy loam or silty sand and shall meet the following specifications Screen Size (Approximate particle size) 1/16" maximum Total Nitrogen 25% minimum Organic matter 10% minimum PI-1 range 5.5 -8.0. Conductivity 4 mmhos /cm maximum Topsoil must be free of viable plants, plant parts, or seeds. Soil mix for plant pit backfill - 2 -way topsoil to be approved by Owner's Representative. Topsoil shall be 50% compost and 50% sand, sandy loam or silty sand and shall meet the following specifications Screen Size (Approximate particle size) 1/16" maximum Total Nitrogen .25% minimum Organic matter 10% minimum P 4 range 5.5 -8.0 Conductivity 4 mmhos /cm maximum Topsoil must be free of viable plants, plant parts, or seeds. Mulch (Compost) - Compost shall be the result of the biological degradation and transformation of plant derived materials under controlled conditions to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving ae a soil amendment. The compost shall have a moisture content that has no visible free water or duet produced when handling the material. Screen Size (Approximate particle size) 1/16" maximum Maturity measure greater than 80% Total Nitrogen .sre% minimum Minimum Organic matter 40% 19-1 range 6.-8.5 Foreign matter by dry weight 0 � maximum Soluble salt content lees than 3 mmhos /cm maximum Stability 1 or below Topsoil and compost shall be tested by the supplier within 90 days of application using the Seal of Testing Assurance (STA) protocol to meet the requirements of the US Composting Council Fertilizer - Trees, shrubs and groundcover: 1. Formula 4 -2 -2 "The starter" as manufactured by Professional's Choice, or equal 2. Agriform Tablets: Planting tablets as manufactured by Agriform International Chemicals Inc., 20 -10 -5 analysis, or equal. PROCEDURES: Examination Examine site and verify that lines, levels, grades are acceptable and condition of existing eon is ready to receive work. Start of work shall indicate contractor's acceptance of existing conditions. Soil Preparation Shrub Bed (along fronatge): 1. Strip lawn and dispose of from site to a depth of 6" 2. Prior to placing soil mix, scarify subgrade in two directions and thoroughly loosen to a depth of 2 inches. 3. Place 3 inches of soil mix on subgrade and thoroughly till into scarified soil to a depth of 6 inches. Shrub Bed (new): 1. Refer to demolition plan for removal of rock, AC or concrete and confirm that depth is adequate for placement of new topsoil and mulch prior to soil placement 2. Prior to placing soil mix, scarify subgrade in two directions and thoroughly loosen to a depth of 4 inches. 3. Place 12 inches of soil mix on subgrade and thoroughly till into scarified soil to a depth of 16 inches. Place soil in 4" lifts, tilling into grade below after placement of each lift. Allow for placement of 2" of mulch. Fine Grading Remove rocks and debris with any dimension larger than 1 inch that turned up during preparation. Rake, drag and roll area smooth to establish approved finished grades. Maintain established flow lines, slopes and grade to achieve positive drainage allowing no puddles. Finished Grade Requirements: 1. Planting Bed Areas: 3 inches below adjacent paving and curbs. 2. Seeded lawn areas: 1 inch below adjacent paving and curbs. Tree 4 Shrub Planting Excavate plant pits to sizes indicated on drawings. Contractor shall fill plants for new tree with water to test drainage. if pits do not drain, do no plant until direction concerning positive drainage is given by project represetative. Fertilize plant pits at planting with Agriform tablets, 20 -10 -5, or equal Application rate shall be per manufacturer's instruction Set plumb face for best appearance. Set so root crown will settle to appropriate level related to surrounding finished grades after settling has occurred. Watering: Construct water basins and thoroughly water plants immediately after planting. Restore finished grades by hand raking. Leave water basins in place. Place specified mulch and hand rake smooth Fertilize by topdressing new shrub and tree planting, with Professional's Choice - The Starter 4 -2 -2, or equal Application rate shall be per manufacturer's instruction Stake trees as indicated in details. Groundcover planting shall begin at the following distances from other site elements 12" from dripline of conifers, 24" from trunk of deciduous tree, 18" from outer branches of shrubs, 18" from adjacent hard surfaces Mulching - Apply 2 inches (compacted depth after watering) of specified mulch (compost) to finished grade in all shrub and groundcover beds. - Thoroughly water mulched areas to ensure moisture penetration to the soil. INSPECTION, GUARANTEE 4 MAINTENANCE Keep areas of work clean, neat and orderly while work is in progress. The Landscape Contractor shall contact the owner's representative prior to beginning construction. Discrepancies or other problems shall be resolved at this time. Maintenance period shall begin upon inspection and approval by owner's representative, and shall be for one year. Maintenance of new planting shall consist of watering, cultivating, weeding, mulching, resetting plants to proper grades or upright position, and restoration of the planting saucer, Plant material shall be in thriving condition one year from date of final acceptance. Replace new plant material which has lost 30% or more of their normal foliage. PREVAILING WIND PLAN Nom: PLANT TREES P' HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BAW- D I AMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 4 4" 2X MIN DIA. ROOTBALL TREE STAKE ROOTBALL TRUNK TREE STAKE 2" x 2" CEDAR STAKES NOTE: TREES S' TALL AND SHORTER DO NOT REQUIRE TREE UNLESS NOTED OTHERWISE 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA BLACK RUBBER HOSE TYP. CUT ALL TIES AND FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL REMOVE ALL PLASTIC AND TWINE 2" MULCH LAYER SHALL BE COMPOST 3" WATER BASIN SCARIFY SIDES AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION SPECIFIED SOIL MIX AND FERTILIZER RECOMPACTED NATIVE SOIL TYPICAL DECIDUOUS TREE PLANTING NOT TO SCALE PREVAILING WIND PLAN 4" 2X MIN DIA. ROOTSALL TREE STAKE ROOTBALL TRUNK TREE STAKE NOTE: TREES 3' TALL AND SNORTER DO NOT REQUIRE TREE UNLESS NOTED OTHERWISE NOTE: PLANT TREES 1" HIGHER THAN DEPTH GROWN IN NURSERY TREE PIT SHALL ISE NOT LESS THAN 2 TIMES ROOTBALL DIA„ WATER THOROUGHLY AFTER PLANTING TREE STAKES PERPENDICULAR TO PREVAILING WIND 12 GA. WIRE, TWIST TO TIGHTEN 1/2" DIA BLACK RUBBER HOSE TYP. 2" x 2" CEDAR STAKES CUT ALL TIES AND FOLD BACK BURLAP AND BASKET FROM UPPER 1/3 CF ROOTBALL. REMOVE ALL PLASTIC AND TWINE 2" MULCH LAYER SHALL EE COMPOST 3" WATERING BASIN SCARIFY SIDES AND BOTTOM OF PLANTING PIT SPECIFIED SOIL NIX AND FERTILIZER RECOMPACTED NATIVE SOIL TYPICAL CONIFEROUS TREE DETAIL NOT TO SCALE d d d 014 d CUT ALL TIES AND FOLD BACK BURLAP 4 BASKET FROM UPPER 1/3 OP ROOT BALL OR REMOVE PLASTIC CONTAINER , REMOVE ALL TWINE FROM PLANTING PIT. 3" WATER BASIN 2" MULCH LAYER SHALL BE COMPOST KEEP MULCH 2" FROM TRUNK SPECIFIED PLANTING MiX AND FERTILIZER SCARIFY SIDES AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACTED NATIVE SOIL TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE NOTE: ALL GROUNDCOVER/SHRUB SPACING SHALL BE EQUIDISTANT UNLESS OTHERWISE SPECIFIED. DISTANCE ON CENTER AS SPECIFIED START FIRST ROW OF PLANTING AT 1/2 THE PERPENDICULAR SPACING BETWEEN ROWS EQ • EDGE OF PLANTING AREA TRIANGULAR PLANT SPACING NOT TO SCALE 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info@rfmarch.com TRIAI ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.9481 fax 800.488.0756 toll free www. triadaasociates.net JEFFREY COX ASLA PROJECT MANAGER MARK S HARRISON, PLS PROJECT SURVEYOR ROY E LEINSL JR, PE PROJECT ENGINEER DENISE LIF7IN, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 10/17/11 SCALE: HORDE.: VEIL: • CO 00 Q F- • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMIT CENTER Project Number M an z O z WIW- o U_ WW W J 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule Landscape Notes and Details SHEET: L1.2 3 L- — — 2 3 ii LL r° li Jj L — — - - - LL _JL J 0 JJ _J 1. REMOVE AND DISCARD ALL EXISTING FLOOR FINISH. PREP CONCRETE SUB -FLOOR TO RECEIVE NEW FLOOR FINISH. PROTECT EXISTING UTILITIES, DRAINS, AND RECEPTACLES TO REMAIN. 2. REMOVE EXISTING WINDOW SYSTEM AND PREP OPENINGS TO RECEIVE NEW WORK, WHERE REQUIRED. 3. REMOVE WALL TO EXTENT SHOWN. CAP UTILITIES AND PREP FLOOR FOR NEW FINISH. PATCH WALLS TO REMAIN AND PREP FOR NEW FINISH. 4. REMOVE AND DISCARD EXISTING CASEWORK, IF ANY. CAP UTILITIES AND PREP FLOOR FOR NEW FINISH. 5. REMOVE AND DISCARD EXISTING DOOR AND FRAME. PREP FOR NEW WORK. 6. REMOVE AND DISCARD ALL EXISTING PLUMBING FIXTURES. CAP SUPPLY AND WASTE LINES AND PREPARE LOCATION TO RECIEVE NEW FINISHES. 7. SALVAGE ALL EXISTING T8 LIGHT FIXTURES, CLEAN & STORE FOR REUSE IN NEW WORK. Demolition� Key Notes 12" = 1' -0" 1 REMOVE EXIST. DOOR & FRAME / EXIST. OPNG. TO REMAIN, PREP FOR NEW DOOR 3 s J REMOVE EXIST. O.H. DOOR / NEW DOOR TO BE INSTALLED IN EXIST. OPNG. r PRIOR TO COMMENCING WITH DEMOLITION A "pre -demo inspection" is required. Contractors shall provide documentation that an "asbestos survey" has been completed. If needed, abatement procedures per "Puget Sound Clean Air Agency" shall be completed and documentation of compliance shall be provided at time of final inspection. 0 L- �L_ Main Level Floor Plan - Demolition REMOVE EXIST. PORTION OF CONC. WALK FOR NEW ENTRY VEST. CONSTRUCTION EXIST. CONC. WALK, SEE CIVIL PLANS FOR DEMOLITION REMOVE EXIST. DOOR /- FRAME TO REMAIN FOR REUSE H1 D1 RIC ARCHITECTURE & PLAN I G er MIL ER 4419 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED TECT TATE ., 0 FNGTONI 1)ll-3yo Bz NOTE: SEE CIVIL & LANDSCAPE DRAWINGS FOR DEMOLTION FOR SITE WORK & BEYOND THE BUILDING ENVELOP. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 23 2011 City of Tukwila BUILDING DIVI RECEIVED OCT 18 2011 PERMIT CENTER 1 /8" = 1' -0" Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule DEMOLITION FLOOR PLAN SHEET: A2.1 Roof Level Plan - Demolition RIDGE LINE I 1- L_J T I I I I I I I— J I L___J (+1- 1 /2" l 12 ") (+1- 1/2" l 12 ") REMOVE PORTION OF EXIST. ROOF FOR NEW SKYLIGHT INSTALLATION (TYP.) 7 1 =� EXISTING HVAC ROOFTOP UNITS TO BE DEMOLISHED (TYP. THROUGHOUT ROOF PLAN) EXIST. ROOF ACCESS HATCH TO REMAIN EXIST. ROOF SLOPE (+/- 1/2" / 12") L__J J REMOVE PORTION OF EXIST. ROOF FOR NEW SKYLIGHT INSTALLATION (TYP.) H1 D1 311 o REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION 1 /8" = RECEIVED OCT 18 2011 PERMITCENTER R1C ARCHITECTURE & PLANN 1 MIL 4419 Cr US ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ITEC T STATE RI E ASHINGTOIN Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule DEMOLITION ROOF PLAN SHEET: A2.2 4� EXIST. MTL. HANDRAIL (PAINT TO MATCH EXIST.) DRAWING LAYOUT AREA SW. MAINTENA E OPEN OFF I i E Coat Hooks & Boot Storage DIRECTOR OFFICE Muster Area & Work Order Counter WORK RM 153 j 28 MNGR. OFFICE A MNGR. OFFICE CAPITAL CONSTRUCT! OPEN OFFIC WEATHERIZATION OPEN OFFICE CONFERENCE 06 OFFICE SW. MAINTENANCE MNGR. OFFICE EATHERIZATION SECURE FILE STORAGE CHAIN LINK PARTITION W/ OUTSWING CHAIN LINK DOORS (6' -0" OPNG. / 3' -0" LEAF) MNGR. OFFICE WEATHER. SECURE STOR. GENERAL STOR. RM. OPENING ABOVE @ 9' -0" A.F.F. SECTION 8 FILE STOR ESTIBULE 158 11,Sim 11,Sim 1 1 1 1 1 1 FEC L �_J MTL. SHIPS LADDER (9' -0" HT.) CAFE Sim 1 A2.8/ MNGR. OFFICE MNGR. OFFICE OFFICE QUIET RM. 01 QUIET RM. 03 CTQ /HQS OPEN OFFICE KCHA SHARED DINING KCHA SHARED 0 KITCHEN CONFERENCE 02 CONFERENCE 03 TRAINING EXIST. ROOF HATCH, ABOVE NEW SKYLIGHT ABOVE (TYP.) EXIST. ROOF ACCESS LADDER ) <174 WOMEN'S LOCKER RM. SPRINKLER RISER RM. WOMEN'S RESTROOM KCHA SHARED LOUNGE OFFICE CONFERENCE 05 MNGR. OFFICE MNGR. OFFICE KCH CON 8A 1 1- 1 NEW SKYLIGHT ABOVE (TYP.) __J L WORK COUNTER 18� • TYP. (1108 (1 09 OFFICE 185 INTERVIEW RM. 01 INTERVIEW RM. 03 INTERVIEW RM. 04 CONFERENCE 04 ASSOC. DIRECTOR MGNR. OFFICE MNGR. OFFICE MGNR. OFFICE ( 118 HALL RESIDENT SERVICES OPEN OFFICE OFFIC OFFICE MNGR. CHILDREN'S AREA WAITING / LOBBY -SECTION-8- OPEN OFFICE SECTION 8 OPEN OFFICE DIREC O Fl SWITCH BOARD OFFICE OFFICE EXIST. DOWNSPOUT TO BE RELOCATED TO ALLOW FOR INSTALLATION OF NEW STEEL COLUMN EXIST. DOWNSPOUT TO BE RELOCATED TO ALLOW FOR INSTALLATION OF NEW STEEL COLUMN El Main Level Floor Plan - Notations 1/8" = 1' -0" i D1 CASEWORK ID TAG: CAD SEE 17/A7.2 FOR TYPICAL FILE CABINET /COUNTERTOP UNIT ELEVATION. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION 0 z RECEIVED CORRECTION CITY oFTUtcwi� DEC 122011 122011 PERMIT CENTER p 3.14 h V RI AACHITECTUR PLANNING MIL 4419 8T!US ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARC HITECT STEVEN M. RICE STATE OF WASHINCTON O (1) � O a 01 o F13 CD 0 = 0 CO Oc DI CD N. Project Number a) co 0 0 CD co co w rn ca 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 3 Permit Corrections 12/7/2011 FLOOR PLAN - NOTATIONS SHEET: A2.3A 37' - 6" /`J' - U" 3 r - 0" L4 - U-- / 1 - U-- L4 - U / A3.2 0 ti m CV N DIRECTOR OFFICE SW. SW. MAINTENANCE MAINTENANCE RECEIVING OPEN OFFICE AREA DIRECTOR OFFICE 2.50° 3'- 111/2" WORK RM MNGR. OFFICE 0 N 0 0 N 0 N 0 0 N io N MNGR. r OFFICE iv 156 WEATHERIZATION OPEN OFFICE CONFERENCE 06 OFFICE `) 146 I.T. WORK SPACE / STOR. SW. MAINTENANCE 8'- 111/2" MNGR. `E`J OFFICE EATHERIZATION SECURE FILE STORAGE 5' -10" WEATHER. SECURE STOR. GENERAL STOR. RM. ./ESTIBULE 189 16' -0" _OPENING ABOVE L 1 NEW SKYLIGHT 1 1 ABOVE (TYP.) -�-I SECTION 8 FILE STOR OPENING A: OVE QUIET RM. 01 2' -8" 5' - 9 1/2" MNGR. OFFICE MNGR. OFFICE OFFICE QUIET R . 02 QUIET RM. 03 0' - 6 1/2" CTQ / HQS OPEN OFFICE KCHA SHARED DINING 181 KCHA SHARED KITCHEN CONFERENCE 02 CONFERENCE 03 TRAINING 14' -81/2" MEN'S < A7.3 M N'S LOCKFR RM. 167 O STOR. 0 13' -5" 14' -5" NEW SKYLIGHT ABOVE (TYP.) 15' -61/2" 3' - 10 1/2" SPRINKLER RISER RM. KCHA SHARED LOUNGE —SECTION —SECTION 8- FILE STOR. 2' - 10 1/2" PROJECT BASED INTAKE OPEN OFFICE 124 MNGR. OFFICE MNGR. OFFICE 21' -7" VESTIBULE '- 71/2" 2' -11" 15' - 7 1/2" 10' -31/2" 10' -8" 10' -5" 10'- 69/16" OFFICE INTERVIEW RM. 01 INTERVIEW RM. 03 INTERVIEW RM. 04 MGNR. OFFICE MNGR. OFFICE MGNR. OFFICE 250° SUPIPORTIVE HOUSING t OPEN OFFICE 123 ( WOMEN i 6' - 11 1/2" WORK ROOM OFFICE MNGR. WAITING / LOBBY RECEPTION SECTION-8- OPEN OFFICE 10' -8" SWITCH BOARD 10' -5" OFFICE VESTIBULE 17' -9" 2' -5'� A3.3 A3.2 2'- 01/2" V V 37' - 6" 37' -6" 37' - 6" 37' - 6" 24' - 0" 22' - 0" 24' - 0" 220' - 0" REVIEWED FOR `CODE COMPLIANCE -: APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RI. . ARCHITECTURE & PIANNING MIL 4419 4% S 'ICE STATE , WASHINGTON ER ;� 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED HITECT rn cD a Zr) 0 ti 00 00 rn cd RECEIVED OCT 18 2011 PERMITCENTER Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule FLOOR PLAN - DIMENSIONS SHEET: Main Level Floor Plan - Dimensions A2.3E3 1/8" = 1' -0" z EQUIP. PLATFORM ACCESS HATCH Mezzanine Level Plan - New Construction 1 /8" = REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION ce 0 RECEIVED OCT 18 2011 PERMIT CENTER Bit ARCHITECTURE &PLAITING US MILLER 4419 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED HITECT M. RIC E STATE OF WASHINGTON cn �O 0 =a a> = z = t� z c CI = 0 V � m 010 ti co co rn cis Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule MEZZANINE LEVEL PLAN SHEET: A2.4 3 2 A3.2 EXISTING HVAC ROOFTOP UNITS TO BE DEMOLISHED (TYP. THROUGHOUT ROOF PLAN) ti RIDGE LINE A�. T EXIST. ROOF SLOPE (+1- 1/2" 112 ") rt NEW ROOF PENETRATION FOR HVAC LINES A3.2 Roof Level EXIST. ROOF SLOPE l EXISTING CURB TO GET NEW CAP N 2' -0,' /i INSTALL NEW 10' x 4' SKYLIGHT (TYPICAL 6 LOCATIONS) PATCH & REPAIR ROOF AS REQ'D zp, HVAC SYSTEM REFRIGERANT LINES c; NEW HVAC EQUIP., SEE MECH. DWGS INSTALL NEW LADDER BTW. ROOF LEVELS EXIST. ROOF ACCESS HATCHES TO REMAIN EXISTING CURB TO GET NEW CAP EXISTING HVAC ROOFTOP UNITS TO BE DEMOLISHED (TYP. THROUGHOUT ROOF PLAN) NOTE: ALL EXISTING HVAC ROOFTOP UNITS TO BE DEMOLISHED - 0 ' / 1 1 EXISTING CURB TO GET NEW CAP EXIST. 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MINII11M■11111 rIIiiIiiIIIIiiiiiiii!! 1111111■■■ 1IMIE WI11 ■ ■III11N■■ 11 t�111111 111111 ■11 ■■ ■111111■■■ 1111111111111 1111 1-1111 1111■■ ms 11111■ � ., .. mo■11s11■ 1 t OPEN TO = c� STRUCT. N ■■•■■ ■ ■toy!■■ NEENN mum 11111•-■ ■■■■■ 1111■■■■■■ 11.11 ■•1■■ M■ E■■ •■■Q11•■■ ■E■■ ■E■■ tartmomm. inilEMMITM IlEmEmEEM A G. � �w�iir�iu inaiu nw NEW ENTRY CANOPY ;EXIST. SOFFIT TO REMAIN MI Mil m D1 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of eg ess, 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 eg ess illumination level shall not be less than 1 foot - candle at t walking surface. 1006.3 Illuminati n emergency power. The power supp y for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical 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... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. 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 be exceeded. RIc ARC:f4TECTtJ E &PLANNIN6 MIL 4419 erus \ ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792 -1385 info @rfmarch.com dig al° 1 S""a' M. RICE REGISTERED ARC HITECT STATE OF WASHINGTON REVIEWED FOR CODS COMPLIANCE APPROVED DEC 232011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule REFLECTED CEILING PLAN SHEET: A2.6 VENDING MACHINES TO BE PROVIDED BY OTHERS KCHA SHARED DINING 181 r 2' -61/2" 2.50° 3' - 11 1/2" w 14 2' -81/2" KCHA SHARED KITCHEN 180 ............... ENLARGED PLAN - SHARED KITCHEN 180 & DINING 181 1/4" = 1-0" 8' - 2 1/2" (■ ih 4' -5" 10' -5" 10' - 5' 5' -5" WOMEN < A7.2> 1 BULLETIN BOARD - M I.T. KIOSK z 0 CHILDREN'S AREA 6' -6" 6' -0" 5' -7" 0 0 6' -6" LOBBY / WAITING 11'- 91/2" VESTIBUL E • RECEPTION DESK 6' -6" 5ILT ATION 01 CONSULT STATION 02 CONSULT STATION 03 11 (2) ENLARGED PLAN - WAITING RM. / LOBBY 101 114"=1'-O" 11 1.1 1 TRASH & PAPER TOWEL 1' -6 9' -0" ..:..._- / / 2' -8., MEN'S RESTROOM 168 3' - 0" 1 3' 0 1/2"" 2' 11 1/2"' I J 5' - 4 1/2" MIR MEN'S LOCKER RM. 167 ih 0 «r TRASH & PAPER TOWEL rIL WPM, IN MOM IL 10' - 8 1/2" WOMEN'S RESTROOM 165 WOMEN'S LOCKER RM. 164 ENLARGED PLAN - STAFF RESTROOMS 165 & 168 1 /4" = 1' -0" HK-1 TRASH & PAPER TOWEL 4' -0" TRASH & PAPER TOWEL HK -1 (4) ENLARGED PLAN - RESTROOMS 104 & 105 1/4" = 1' -0" MIR MEN'S SHOWER 166 HK -1 HK-1 WOMEN'S SHOWER 163 5' - 10 1/2" 5' -8" 5' -5" 0 i REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER RI.. ARCHITECTURE &PLANING. MIL erpiis . ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Zt Z 0 0 • < j .= z uj Z C') c = 0 m � o Project Number L 0 O co oo oo rn cd 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule ENLARGED FLOOR PLANS SHEET: A2.7 0 0 N P -LAM FINISH AT TOP & EXPOSED EDGES 3/4" PARTICLE BD. TOP •N 0 0 0 ® ,ArA '®%.%'�'®//®®//�'�' / / ® ® ®i 0 0 NOTE: TREAT ALL (4) EDGES OF "SLABS" AS EXPOSED (1 1/2" P -LAM EDGE) PLYWOOD DOUBLER ALL AROUND, EXTEND BACK TO WALL; LAMINATE TO PARTICLE BD. Built -In Work Station Countertop Detail 3" = 29' - 8" 8' -21/2" 8' -4" 7'- 01/2" 8' -0" 8' -2112" L 0 • 7 - 9 1/2" 2.50° ENLARGED PLAN - TYP. BUILT -IN WORKSTATIONS IIIC ARCHITECTURE &PLANNING us MIL 4419 ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARC RITECT • RIC E ASHINGTON II- 3L--'� 1/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila) BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule ENLARGED FLOOR PLANS & DETAILS SHEET: A2.8 T.O. Upper Parapet 22' - 0" +/- dok Main Level 0' -0" GRADE EXIST. MTL. PARAPET COPING TO REMAIN (COLOR: DARK BRONZE, TYP.) 1 EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') 20' - 0" NEW ENTRY VEST. 1 A3.3 NORTH NEW CONSTRUCTION 1 /8" = T.O. EntryVest. glIJ 29' -0" T.O. Upper Parapet 22' -0 " +/_ Main Level 0' -0" EXIST. MTL. PARAPET COPING TO REMAIN NEW WINDOW IN EXIST. OPNG. NEW OPNG. W/ ALUM. & GLASS DOORS IN EXIST. CONC. WALL NEW ALUM. & GLASS STOREFRONT SYSTEM IN NEW OPNGS. IN EXIST. CONC. WALL NEW OPNG. W/ ALUM. & GLASS DOORS IN EXIST. CONC. WALL NEW WINDOWS IN EXIST. OPNG. 6' - 4" NEW ELEC. SERVICE BOX, SEE ELEC. DWGS. NEW SPANDREL GLASS PANELS T.O. Ent Vest. +/- 29' - 0" 0 in cv _Main Level AU 0' -0" EXIST. GRADE NEW STOREFRONT GLAZING SYSTEM AT NEW ENTRY VEST. 0 WEST - NEW CONSTRUCTION 1 /8" = 1' -0" NEW SPANDREL GLASS PANELS T.O. Entry Vest. NV 29' - 0" Joh Main Level 0' -0" 0) N 3' -6" 20' -0" NEW ENTRY VEST. INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING I NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') NEW SPANDREL GLASS PANELS i 1 EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') O WraIN-11 J NEW ALUM. & GLASS STOREFRONT AT NEW ENTRY VEST. N W STEEL & GLASS ENTRY CANOP (PAINT STEEL: FlL'A'CK'f'" (GLASS: FROSTED TRANSLUCENT / COLOR: WHI DU- NMI INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING D EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') D EXTERIOR FINISH COLOR SELECTIONS: 1. ALL CONCRETE SURFACES SHALL BE PAINTED, SEE SPECIFICATIONS FOR COLOR SELECTIONS. 2. ALL INFILL PANELS SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AT WHICH THEY ARE LOCATED, UNLESS NOTED OTHERWISE. 3. EXISTING PREFINISHED COPING IS DARK BRONZE IN COLOR; ALL NEW COPING AND SOFFIT TRIM SHALL MATCH THE COLOR OF THEIR EXISTING COUNTERPARTS. 4. ALL EXPOSED STEEL ASSOCIATED WITH THE CONSTRUCTION OF THE CANOPY SHALL BE PAINTED, REFER TO SPECIFICATIONS FOR COLORS SELECTIONS NOTED ON ELEVATIONS. 0 Zm T.O. Lower Paralk et +/ -16' - 0" AI Main Level 0' -0 GRADE 1' -6 NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') NEW LOUVER, SEE MECH. DWGS. -`i 'C cot-o _. 1 10' - 10" EXIST. MTL. PARAPET COPING TO REMAIN - UPPER PAPAPET, BEYOND (PAINT: COLOR 'A') E TILT -UP WALL AINT: COLOR 'A') T.O. Upper Parapet +1- 22' - 0" T.O. Lower Parapet +/ -16' - 0" NEW STOREFRONT GLAZING SYSTEM AT NEW ENTRY VEST. INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING SOUTH - NEW CONSTRUCTION A3.2 I NEW DOOR IN EXIST. FRAME (PAINT: COLOR 'B') 1 A3.2 T.O. EXIST. RETAINING WALL BEYOND Main Level AIL 0' - 0" AI GRADE 1/8" = 1' -0" Ink T.O. Lower Parapet 16' - 0" +/- Main Level IV 0' -0" EXIST. MTL. PARAPET COPING TO REMAIN EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') (4) EXIST. MTL. PARAPET COPING TO REMAIN (COLOR: DARK BRONZE, TYP.) EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') coo" '‘)P°' �1)‘ X33 NEW O.H. DOOR IN EXIST. OPNG. (PAINT: COLOR 'B') EXIST.PAIR OF DOORS TO REMAIN (PAINT: COLOR 'B') NEW DOOR & FRAME IN EXIST. OPNG.(PAINT: COLOR 'B') J EXIST. MTL. RAILING TO REMAIN (PAINT: 'C') 00 0) w EXIST. GRADE Q 4� EAST - NEW CONSTRUCTION 1 /8" = 1' -0" EXIST. CONC. STAIR & LANDING TO REMAIN (PAINT: COLOR 'A') INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING SPANDREL INFILL PANELS 9 \A3.5 INFILL EXIST. PNG. W/ NEW STOREFRONT GLAZING EXIST. RUBBER LOADING DOCK BUMPERS TO REMAIN INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING 0 EXIST. OPNG. HT. 3Lsi T.O. Upper Para et +/- 22' - 0" Main Level 0' -0" AI EXIST. GRADE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION Ric ARCHITECTURE &:PLANNIN?. MIL 4419 CJ"!US ER' 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED• RCHITECT RIC E STATE OF WASHINGTON N L 0 -° a ti Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule EXTERIOR ELEVATIONS RECEIVED OCT 18 2011 pERM TCENTER SHEET: A3.1 NEW IN (PAINT: EXIST. CONC. INFILL OPNG. COLOR 'A) NEW CONC. INFILL IN EXIST. OPNG. (PAINT: COLOR 'A') q r7 V\---r_ _" o; , C C C C , 1 A A I il B1 B2 \ : :: ..1111::..°::: .. EM•..11.11:: BIM 1 MEN NORTH NEW CONSTRUCTION 1 /8" = T.O. EntryVest. glIJ 29' -0" T.O. Upper Parapet 22' -0 " +/_ Main Level 0' -0" EXIST. MTL. PARAPET COPING TO REMAIN NEW WINDOW IN EXIST. OPNG. NEW OPNG. W/ ALUM. & GLASS DOORS IN EXIST. CONC. WALL NEW ALUM. & GLASS STOREFRONT SYSTEM IN NEW OPNGS. IN EXIST. CONC. WALL NEW OPNG. W/ ALUM. & GLASS DOORS IN EXIST. CONC. WALL NEW WINDOWS IN EXIST. OPNG. 6' - 4" NEW ELEC. SERVICE BOX, SEE ELEC. DWGS. NEW SPANDREL GLASS PANELS T.O. Ent Vest. +/- 29' - 0" 0 in cv _Main Level AU 0' -0" EXIST. GRADE NEW STOREFRONT GLAZING SYSTEM AT NEW ENTRY VEST. 0 WEST - NEW CONSTRUCTION 1 /8" = 1' -0" NEW SPANDREL GLASS PANELS T.O. Entry Vest. NV 29' - 0" Joh Main Level 0' -0" 0) N 3' -6" 20' -0" NEW ENTRY VEST. INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING I NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') NEW SPANDREL GLASS PANELS i 1 EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') O WraIN-11 J NEW ALUM. & GLASS STOREFRONT AT NEW ENTRY VEST. N W STEEL & GLASS ENTRY CANOP (PAINT STEEL: FlL'A'CK'f'" (GLASS: FROSTED TRANSLUCENT / COLOR: WHI DU- NMI INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING D EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') D EXTERIOR FINISH COLOR SELECTIONS: 1. ALL CONCRETE SURFACES SHALL BE PAINTED, SEE SPECIFICATIONS FOR COLOR SELECTIONS. 2. ALL INFILL PANELS SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AT WHICH THEY ARE LOCATED, UNLESS NOTED OTHERWISE. 3. EXISTING PREFINISHED COPING IS DARK BRONZE IN COLOR; ALL NEW COPING AND SOFFIT TRIM SHALL MATCH THE COLOR OF THEIR EXISTING COUNTERPARTS. 4. ALL EXPOSED STEEL ASSOCIATED WITH THE CONSTRUCTION OF THE CANOPY SHALL BE PAINTED, REFER TO SPECIFICATIONS FOR COLORS SELECTIONS NOTED ON ELEVATIONS. 0 Zm T.O. Lower Paralk et +/ -16' - 0" AI Main Level 0' -0 GRADE 1' -6 NEW PREFINISHED MTL. COPING, MATCH PROFILE & COLOR TO EXIST. NEW CEMENT PLASTER FINISH (PAINT: COLOR 'B') NEW LOUVER, SEE MECH. DWGS. -`i 'C cot-o _. 1 10' - 10" EXIST. MTL. PARAPET COPING TO REMAIN - UPPER PAPAPET, BEYOND (PAINT: COLOR 'A') E TILT -UP WALL AINT: COLOR 'A') T.O. Upper Parapet +1- 22' - 0" T.O. Lower Parapet +/ -16' - 0" NEW STOREFRONT GLAZING SYSTEM AT NEW ENTRY VEST. INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING SOUTH - NEW CONSTRUCTION A3.2 I NEW DOOR IN EXIST. FRAME (PAINT: COLOR 'B') 1 A3.2 T.O. EXIST. RETAINING WALL BEYOND Main Level AIL 0' - 0" AI GRADE 1/8" = 1' -0" Ink T.O. Lower Parapet 16' - 0" +/- Main Level IV 0' -0" EXIST. MTL. PARAPET COPING TO REMAIN EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') (4) EXIST. MTL. PARAPET COPING TO REMAIN (COLOR: DARK BRONZE, TYP.) EXIST. TILT -UP CONC. WALL (PAINT: COLOR 'A') coo" '‘)P°' �1)‘ X33 NEW O.H. DOOR IN EXIST. OPNG. (PAINT: COLOR 'B') EXIST.PAIR OF DOORS TO REMAIN (PAINT: COLOR 'B') NEW DOOR & FRAME IN EXIST. OPNG.(PAINT: COLOR 'B') J EXIST. MTL. RAILING TO REMAIN (PAINT: 'C') 00 0) w EXIST. GRADE Q 4� EAST - NEW CONSTRUCTION 1 /8" = 1' -0" EXIST. CONC. STAIR & LANDING TO REMAIN (PAINT: COLOR 'A') INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING SPANDREL INFILL PANELS 9 \A3.5 INFILL EXIST. PNG. W/ NEW STOREFRONT GLAZING EXIST. RUBBER LOADING DOCK BUMPERS TO REMAIN INFILL EXIST. OPNG. W/ NEW STOREFRONT GLAZING 0 EXIST. OPNG. HT. 3Lsi T.O. Upper Para et +/- 22' - 0" Main Level 0' -0" AI EXIST. GRADE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION Ric ARCHITECTURE &:PLANNIN?. MIL 4419 CJ"!US ER' 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED• RCHITECT RIC E STATE OF WASHINGTON N L 0 -° a ti Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule EXTERIOR ELEVATIONS RECEIVED OCT 18 2011 pERM TCENTER SHEET: A3.1 KCHA SHARED LOUNGE =,179:_1 NEW SKYLIGHTS, BEYOND MECH. ELEC. MEZZANINE M100 NEW SHIPS LADDER & GAURDRAIL EXIST. ROOF HATCH TO REMAIN SHARED - ;CONFERENCE 01= -' :`- • __ _ - ' -175 • - ,-_;_FOLDING PARTITION HALL 174 MEN'S RESTROOM 168 MEN'S LOCKER RM. 167 HALL 139 STORAGE ROOM 138 NEW SKYLIGHTS CTQ / HQS OPEN OFFICE 125 Building Section 1/8" = 1' -0" (8) - Looking East INFILL EXIST. OPNG., SEE STRUCT. DWGS. T.O. Upper Paraplk 22' -0" AI T.O. Lower Para et 16' -0" Mezzanine Level 9' - 0" Main Level S 0' -0" NEW SKYLIGHT UNIT CAFE 162 HALL 159 HALL 139 II HALL • 126 NEW SKYLIGHT PROJECT BASED INTAKE OPEN OFFICE 124 1 T.O. Upper Para et Building Section 3 - Looking East 1/8" = 1' -0" 22' - 0" T.O. Lower Para et 16' -0" Main Level 0' -0" NEW SKYLIGHT 11 A3.4 WEATHERIZATION OPEN OFFICE 151 LIGHT SHELF HALL 158 CAFE 173 HALL 174 NEW SKYLIGHT ATTIC rn CAFE 162 HALL 159 LIGHT SHELF n n INTERVIEW RM. 107 1 0 WAITING / LOBBY 101 0 � T VEST. 100 T.O. Entr Vest. 29' -0" AI T.O. Upper Para et +1- 22' - 0" NEW CANOPY NEW SCREEN WALL Building Section 6 - Looking South 1 /8" = 1' -0" Main Level 0' -0" AI REVIEWED FOR . . CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMIT CENTER flIC ARCHITECTURE & PLANNING MIL 4419 2f" ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com EGISTERED C HITECT RIC E STATE OF WASHINGTON Project Number N 0 L ti co co rn Q cd 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule BUILDING SECTIONS SHEET: A3.2 N T.O. ENTRY VESTIBULE T.O. Entry Vest. 29' -0" jik NV T.O. Upper Parapet NL 22' - 0" Mezzanine Level 9' -0" jok Main Level MU 0' -0" 171 8 A3.4 NEW SLOPED ROOF: 2/12 PITCH SBS BUILT -UP ROOFING W/ FIBERGLASS COVER SHEET 4" RIGID INSUL. OVER 1" PLYWOOD SHEATHING 2x8 WD. JOISTS FRAMING NEW 6" STL. STUD W/ 5/8" GYP. BD. SHEATHING & EIFS FINISH ALUM. STOREFRONT SYSTEM W/ SPANDREL PANLES STL. (PAINT) & GLASS ENTRY CANOPY 3' -6" NEW STL. STUD PARTITION ON TOP OF EXIST. CONC. PARAPET, PROVIDE WATER / WEATHER PROOFING TO SEAL VESTIBULE SPACE FROM ELEMENTS 1' -6" SUSPENDED ACT & GRID CLG. SYSTEM 0 fV T.O. CANOPY N ALUM. & GLASS STOREFRONT SYSTEM SUSPENDED ACT & GRID CLG. SYSTEM NEW 6" STL. STUD W/ 5/8" GYP. BD. SHEATHING & EIFS FINISH ANCHOR TO EXIST. ROOF STRUCTURE BELOW / PATCH & REPAIR EXIST. ROOF AS REQ'D O 0) < 4 . • NEW ENTRY VESTIBULE - SECTION 'A' 1/2" = 4 A3.4 i i \ \ \ \ \ T.O. Upper Para et 22' - 0" VI Mezzanine Level 9' -0" i NEW ENTRY VESTIBULE - SECTION 'B' 1/2" = Main Level 0' -0" L--10 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 • City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER fiC ARCHITECTURE & PLANNING er MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info@rfmarch.com 4419 REGISTERED HITECT STE . RIC E STATE OF WASHINGTON 0 0 E. I__ <51: .= z cow 0 = t� z � o = 0 o m km" � O � O Project Number 00 00 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule WALL SECTIONS SHEET: A3.3 11 ROOF ASSEMBLY: - ROOFING SYSTEM - PROTECTION BOARD - RIGID INSULATION - MTL. ROOF DECK - STRUCTURAL FAMING FLASHING PREFINISHED MTL. CLEAT 20ga. FASCIA METAL (PREFINISHED) 6" STL. STUD FRAMING 5/8" EXT. GWB. SHEATHING SOFFIT STRUCTURAL STL. MEMBERS, SEE STRUCT. DWGS. EAST / WEST EAVE CONDITION @ ENTRY VESTIBULE NEW WALL ASSEMBLY: - CEMENT PLASTER SYSTEM FINISH - WRB - 5/8" EXT. GWB. SHEATHING - 6" STL. STUD FRAMING 1 1/2" = 1' -0" FLASHING EXISTING ROOFING 2x12 PT CURB AT RIDGE SIDE OF ROOF PATCH & REPAIR ROOF AT INTERSECTION OF NEW ROOFING & EXIST. MIN. OVERLAP OF 10" mommeimumi An■■■■■■■■■ FA/ NEW STRUCTURAL FRAMING AT SKYLIGHT LOCATIONS, SEE STRUCT. DWGS. TYP. SKYLIGHT DETAIL NEW ROOFING EXISTING ROOFING NEW SKYLIGHT GLAZING UNIT 1 1 /2" = 1' -0" NEW ROOFING SYSTEM W/ CAP SHEET NEW 4x4 PT WD. NAILER NEW SHEET METAL FLASHING NEW CLEAT EXIST. ROOF CURB EXIST. ROOFING NEW WD. FRAMING @ OPNG. TYP. NEW INFILL @ EXIST. ROOF CURB 1 1 /2" = 1-0" DI JAMB @ VESTIBULE COLUMN STOREFRONT UNIT 6" x 6" STL. COLUMN, SEE STRUCT. DWGS. BACKER ROD & SEALANT ALUM. SNAP COVER BY STOREFRONT MANUFACTURER, MATCH COLOR & FIN. OF STOREFRONT SYSTEM STOREFRONT UNIT STOREFRONT UNIT 8" x 6" STL. COLUMN, SEE STRUCT. DWGS. ALUM. SNAP COVER BY STOREFRONT MANUFACTURER, MATCH COLOR & FIN. OF STOREFRONT SYSTEM BACKER ROD & SEALANT STOREFRONT UNIT 3" = 1' -0" ROOF ASSEMBLY: - ROOFING SYSTEM - PROTECTION BOARD - RIGID INSULATION - MTL. ROOF DECK - STRUCTURAL FAMING STRUCTURAL STL. MEMBERS, SEE STRUCT. DWGS. 5/8" EXT. GWB. SHEATHING SOFFIT BACKER ROD & SEALANT NEW WALL ASSEMBLY: - CEMENT PLASTER SYSTEM FINISH - WRB - 5/8" EXT. GWB. SHEATHING - 6" STL. STUD FRAMING EAVE & WALL CONECTION DEATIL @ ENTRY VESTIBULE 1 1/2" = 1' -0" 1 5/8" METAL STUDS 4" METAL STUDS GWB ALIGN W/ FACE OF CONCRETE PANEL ABOVE SEALANT Jamb at Vestibule II 3" = 1' -0" 1 5/8" METAL STUDS GWB EXISTING CONCRETE COLUMN BACKER ROD AND SEALANT STOREFRONT UNIT Jamb at Vestibule 3" = 1' -0" STOREFRONT UNIT BACKER ROD AND SEALANT EXISTING CONCRETE COLUMN FACE OF EXIST. CONC. PANEL / PILASTER PROVIDE BACKER ROD & SEALANT STOREFRONT UNIT / VISION GLAZING VESTIBULE JAMB @ LOWER CONCRETE PANEL 3" = 1' -0" ROOF ASSEMBLY: - ROOFING SYSTEM - PROTECTION BOARD - RIGID INSULATION - MTL. ROOF DECK - STRUCTURAL FAMING FLASHING PREFINISHED MTL. CLEAT 20ga. FASCIA METAL (PREFINISHED) STL. STUD FRAMING \,ii STRUCTURAL STL. MEMBERS, SEE STRUCT. DWGS. \-1 ? 5/8" EXT. GWB. SHEATHING SOFFIT NEW WALL. ASSEMBLY: - CEMENT PLASTER SYSTEM FINISH - WRB - 5/8" EXT. GWB. SHEATHING - 6" STL. STUD FRAMING ./\ NORTH / SOUTH EAVE CONDITION @ ENTRY VESTIBULE 1 1/2" = 1' -0" VESTIBULE HEAD DETAIL 6" x 6" STL. COLUMN, SEE STRUCT. DWGS. STL. STUD FRAMING CEMENT PLASTER FINISH WRB - LAP OVER SAFF 5/8" EXT. GWB SHEATHING 6" SELF ADHERING FLEXIBLE FLASHING OVER HEAD FLASHING HEAD FLASHING FLASHING CLEAT BACKER ROD & SEALANT STOREFRONT UNIT SPANDREL GLAZING 3" = 1-0" NEW CONCRETE SLAB III1: Ii1111111111111111111111111Di111I111i 111111I111i111111111111: 111111IIiIIJID1i111111111pIIIIII11 STOREFRONT UNIT EXPANSION JOINT EXISTING CONCRETE SIDEWALK SLAB d..., q- . - _ - -d • d Vestibule Storefront Sill NEW CONCRETE SLAB 3" = 1' -0" STOREFRONT DOOR UNIT THRESHOLD NEW CONCRETE SLAB 1 1 IIQI1111111111111111111111111111111111111 111 :111111111' III !111111I11111P1i11i111i1111111 111111111111111`1 111111111IIIIII1111111111111 1111 - S4r •a a i. ° - _ a ° . a - d- 4 . - a , _ DOOR SWEEP EXISTING CONCRETE SLAB Vestibule Door Sill 3" = 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER !!T ECT# RE I I CT! us \' MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info@rfmarch.com 4419 REGISTERED. C HITECT a RIC E STATE OF WASHINGTON -c7) 0 scr) ti Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule EXTERIOR DETAILS SHEET: A3.4 GWB. CAP PROVIDE BATT INSUL. @ SPANDREL GLASS LOCATIONS GWB. FINISH 3 5/8" STL. STUDS NEW BASE MATERIAL NEW FIN. FLOORING STOREFRONT SILL @ EAST ELEVATION 3" = 1-0" VISION GLAZING STOREFRONT UNIT SPANDREL GLAZING STOREFRONT UNIT FLASHING, SET IN BED OF SEALANT EXIST. CONCRETE SLAB WALL TYPE: MIN. EXIST. TILT -UP CONC. PANEL WALL NEW STL. COLUMN, SEE STRUCT. DWGS. SEALANT ALUM. 'J' TRIM NEW WALL ASSEMBLY: - CEMENT PLASTER SYSTEM FINISH - WRB - 5/8" EXT. GWB. SHEATHING - 6" STL. STUD FRAMING - 5/8" GWB DETAIL @ NEW NORTH WALL OPENING 1 1/2" = 1' -0" CEMENT PLASTER FINISH BUILDING PAPER SELF ADHERING FLEXIBLE FLASHING 5/8" EXT. GWB SHEATHING BACKER ROD & SEALANT STOREFRONT DOOR UNIT JAMB @ NEW NORTH WALL OPENING BATT INSUL. STL. STUD FRAMING GWB. SEALANT 3" = 1' -0" 5/8" EXT. GYP. SOFFIT STOREFRONT DOOR UNIT GWB. LINE OF FRAMING SEALANT BACKER ROD & SEALANT STOREFRONT DOOR UNIT SWEEP THRESHOLD FIN. FLOOR II1111111111111111EI11111111111 111111! 111!! 11111!111111:1! 111111111!! 11111!II(11111111!EI!111!lil!!I Illll!EI11i!hE1111 DOOR HEAD & SILL @ NEW OPENING IN NORTH WALL 3" = 1-0" EXISTING CONCRETE WALL 5 Jamb at Exist Openings - West 3" = 1' -0" SEALANT FLOORING 111111111111 1111i111i111111; 111111111111111 11111111111111111111111111111E BACKER ROD AND SEALANT STOREFRONT UNIT ALUMINUM BREAK METAL MATCH COLOR AND FINISH OF WINDOW STOREFRONT UNIT BACKER ROD AND SEALANT EXISTING CONCRETE SLAB Sill at Existing Openings - West 3" = 1' -0" NEW GWB ALUMINUM 'J' MOLD LINE OF EXISTING FRAMING EXISTING GWB SOFFIT SEALANT STOREFRONT UNIT Head at Existing Openings - West 3" = 1' -0" GWB. WALL TYPE: SEALANT EXIST. TILT -UP CONC. WALL BACKER ROD & SEALANT STOREFRONT UNIT 2� NEW HEAD @ EXIST. OPENINGS (EAST, NORTH & SOUTH) 3" = 1' -0" SEALANT FIN. FLOOR iii iilili! iii iIi1! lI! Il! !luliiilliIilil1111111i11111111i III! ill1i11111111 !III1111111111111111111111111111 STOREFRONT UNIT BACKER ROD & SEALANT SILL FLASHING SET IN BED OF SEALANT GRADE 1 1 1 EXIST. CONCRETE SLAB NEW SILL @ EXIST. OPENINGS (EAST & SOUTH) 3" = 1' -0" IRIC ARC:H fECTUR E &: PL A N N I E MIL 4419 us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED RC HITECis,T L. 'I-, M. RICE STATE OF WASHINGTON Z 0 O a > .� z = O (.9 c = 0 0ca o ti REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER Project Number CD L 0 O 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule EXTERIOR DETAILS SHEET: A3.5 SEE SCHED FINISHED FLOOR (TYP) Door Types SEE SCHED SEE SCHED /\ / \ / N / N SEE SCHED D MATCH EXIST. SEE SCHED 0 W 0' -6" u) F - STOREFRONT 1/4" = 1' -0" CLEAR GLASS FOR DOOR TYPE REFE ► ' • OR DULE ALUM = ALUMINUM SC = SOLID CORE WOOD FF = FACTORY FINISH GL -1 = CLEAR, TEMPERED GLASS GL -2 - FROSTED, TEMPERED GLASS HM = HOLLOW METAL MTL = METAL PT = PAINT ST = STAIN WD =WOOD (2) Door Abbreviations 12" = 0' - 2 " SEE SCHED ,,0' - 2" 14' -0" 0' -2" SEE SCHED VARIES (SEE FLR PLAN) 0' -2" 0' -2" B DECORATIVE WINDOW TYP. CLEAR GLASS CLE R '- LA DEC F 0 M SEE SCHED 0' - 2" N SEE SCHED C 14' -0" SEE SCHED 0 E EQ EQ 2' -9" 19' -7" / RE R TO OOO SCH s - E CLEAR GLASS F CLEAR GLASS TIVE CLEAR GLASS EQ EQ FOR DOOR REFER TO DOOR SCHEDULE 0 EQ EQ EQ EQ EQ H EQ jr EQ Jr EQ Door Frame Types 1 /4" = 0 EQ CLEAR GLASS DECORATIVE FOR DOOR REFER DO SCH UL . n •� CLEAR GLASS • - ' V Ofr/0( t))‘'Dt) ,<JC %Q. rQ‘ '+Fig' e 445?..a5 - c)'e✓ \ ict<elP" (Crd CL/t 8' -8" 9' -0" lj / Door Number Room Name Door Type \ \ . / \ Thickness \ • _ 1 N Comments WAITING / LOBBY C / H EQ jr EQ Jr EQ Door Frame Types 1 /4" = 0 EQ CLEAR GLASS DECORATIVE FOR DOOR REFER DO SCH UL . n •� CLEAR GLASS • - ' V Ofr/0( t))‘'Dt) ,<JC %Q. rQ‘ '+Fig' e 445?..a5 - c)'e✓ \ ict<elP" (Crd CL/t 8' -8" 9' -0" lj / Door Number Room Name Door Type Frame Type Height Width Thickness Door Material • Hardware Group Fire Rating Comments WAITING / LOBBY C o . . 6' - 0" 0' - 1 3/4" ALUM ALUM 02 N/A to (V 102 '4 G EQ EQ EQ (5) EQ EQ -ALIGN W/ DOOR BELOW EQ jr/ ALIGN SILL W/ TOP OF LIGHT SHELF Door Schedule Door Number Room Name Door Type Frame Type Height Width Thickness Door Material Frame Material Hardware Group Fire Rating Comments 100 ism VESTIBULE C REFER TO A6.2/E1 7' - 0" 6' - 0" 0' - 1 3/4" ALUM ALUM 01 N/A ELECTRIC STRIKE AND AUTO ENTRANCE 101 WAITING / LOBBY C REFER TO A6.2/E2 8' - 9 1/2" 6' - 0" 0' - 1 3/4" ALUM ALUM 02 N/A AUTO ENTRANCE 102 '4 RECEPTION B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 / ELECTRIC STRIKE 104 ' WOMEN A A T - 0" 3' - 0" 0' - 1 3/4" WD HM 12 105 MEN A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 12 107A INTERVIEW RM. 01 - - 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 DEMOUNTABLE PARTITION DOOR 107B INTERVIEW RM. 01 B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 LOCK FROM HALL SIDE ' 108A INTERVIEW RM. 02 - - 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 DEMOUNTABLE PARTITION DOOR 108B INTERVIEW RM. 02 B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 LOCK FROM HALL SIDE 109 HALL B C - 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 019 ELECTRIC STRIKE 110A INTERVIEW RM. 03 - - T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 DEMOUNTABLE PARTITION DOOR 110B INTERVIEW RM. 03 B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL . HM 07 LOCK FROM HALL SIDE 111A INTERVIEW RM. 04 - - 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 DEMOUNTABLE PARTITION DOOR 111B INTERVIEW RM. 04 B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 LOCK FROM HALL SIDE 112 OFFICE MNGR. B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 113 SWITCH BOARD A C 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 07 114 WORK ROOM B A 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 115 401100 HALL B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 019 ELECTRIC STRIKE 116A ® CONFERENCE 04 B A 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 019 ELECTRIC STRIKE 116B ✓ CONFERENCE 04 A H 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 08 117 ASSOC. DIRECTOR B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 118 MGNR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 119 MNGR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" - WD /GL HM 07 120 MGNR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 121 •r SECTION 8 OPEN OFFICE A C 7' - 0" 3' - 0" 0' - 1 3/4" WD - HM 019 ELECTRIC STRIKE 124 PROJECT BASED INTAKE OPEN OFFICE A EXISTING 7' - 0" 3' - 0" 0' - 1 3/4" MTL HM 06 NEW DOOR & HARDWARE IN EXISTING FRAME - VERIFY SIZE 126 mei HALL B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 019 ELECTRIC STRIKE 127 MNGR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 128 MNGR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 129 MNGR. OFFICE B C T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 130 MNGR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 131 SPRINKLER RISER RM. A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 010 132 OFFICE B A T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 133A SW. MAINTENANCE EXISTING EXISTING 7' - 0" 7' - 0" 0' - 1 3/4" -- -- -- EXISTING DOOR & HARDWARE TO REMAIN (RE -KEY CYLINDER) - VERIFY SIZE 133B SW. MAINTENANCE EXISTING A 7' - 0" 3' - 0" 0' - 1 3/4" MTL HM 05 ELECTRIC STRIKE (NEW DOOR & FRAME IN EXISTING OPENING) - VERIFY SIZE 133C SW. MAINTENANCE E N/A 10' - 6 11 8' - 0 " 0' - 1 3/4 " MTL N/A N/A NEW OVERHEAD COILING DOOR IN EXISTING OPENING 136 GENERAL STOR. RM. A A 7' - 0" 3' - 0" 0' - 1 3/4" MTL HM 010A 137 SECTION 8 FILE STOR. C B 7' - 0" 6' - 0" 0' - 1 3/4" WD HM 011 138 STOR. A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 010 141 SECTION 8 FILE STOR C B 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 011 142 lus I.T. WORK SPACE / STOR. B (PR.) B 7' - 0" 6' - 0" 0' - 1 3/4" WD /GL HM 010A ELECTRIC STRIKE 143 SW. MAINTENANCE RECEIVING AREA D B 7' - 0" 5' - 0" 0' - 1 3/4" WD HM 011 SW. MAINTENANCE RECEIVING AREA F REFER TO A6.2 /J 7' - 0" 6' - 0" 0' - 1 3/4" MTUGL MTL 04 N/A STOREFRONT, ELECTRIC STRIKE 145 MNGR. OFFICE B A T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 146 OFFICE B A 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 147 MNGR. OFFICE B A T - 0" 3' - 0" 0' - 1 3/4" _ WD /GL HM 07 148 WEATHERIZATION SECURE FILE STORAGE A A 7' - 0" 3' -.0" 0' - 1 3/4" WD HM 010 149 CONFERENCE 06 A F 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 08 150 DIRECTOR OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 1. WEATHERIZATION OPEN OFFICE F REFER TO A6.2 /K 7' - 0" 3' - 0" 0' - 1 3/4" MTUGL MTL 03 STOREFRONT, ELECTRIC STRIKE 152 WEATHERIZATION OPEN OFFICE B D 7' - 0" 4' - 0" 0' - 1 3/4" WD /GL HM -- DEMOUNTABLE PARTITION DOOR 153 CAPITOL CONSTRUCTION WORK RM B D 7' - 0" 4' - 0" 0' - 1 3/4" WD /GL HM -- DEMOUNTABLE PARTITION DOOR CAPITAL CONSTRUCTION OPEN OFFICE F REFER TO A6.2 /M 7' - 0" 3' - 0" 0' - 1 3/4" MTUGL MTL 03 STOREFRONT, ELECTRIC STRIKE 55 MNGR. OFFICE B C T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 6 MNGR. OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 1 DIRECTOR OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 16 CONFERENCE 05 B G 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 1 1 OFFICE B C 7' -0" 3' -0" 0' -13/4" WD /GL HM 07 163 WOMEN'S SHOWER A A 7, - 0" 3' - 0" 3/4" 0' - 0' 3/4" WD 015 164 WOMEN'S LOCKER RM. A A 7 - 0" 3' - 0" 0' - 1 3/4" WD HM 014 165 WOMEN'S RESTROOM A A T - 0" 3' - 0" 0' - 1 3/4" WD HM 013 166 MEN'S SHOWER A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 015 167 MEN'S LOCKER RM. A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 014 168 MEN'S RESTROOM A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 013 169 QUIET RM. 03 B A 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 170 QUIET RM. 02 B A T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 171 QUIET RM. 01 13 A 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 172 JAN A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 010 174A HALL C B 7' - 0" 6' - 0" 0' - 1 3/4" WD HM 011 174B HALL C A 7' - 0" 6' - 0" 0' - 1 3/4" WD HM 011 174C HALL C A 7' - 0" 6' - 0" 0' - 1 3/4" WD HM 011 175A KCHA SHARED CONFERENCE 01 B E 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 175B KCHA SHARED CONFERENCE 01 B E T - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 08 176 TRAINING B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 177 CONFERENCE 03 B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 178 CONFERENCE 02 B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 179 KCHA SHARED LOUNGE C B T - 0" 6' - 0" 0' - 1 3/4" WD HM 016 180A KCHA SHARED KITCHEN B D T - 0" 4' - 0" 0' - 1 3/4" WD /GL HM -- DEMOUNTABLE PARTITION DOOR 180B KCHA SHARED KITCHEN A A 7' - 0" 3' - 0" 0' - 1 3/4" WD HM 08 181 KCHA SHARED DINING B D 7' - 0" 4' - 0" 0' - 1 3/4" WD /GL HM -- DEMOUNTABLE PARTITION DOOR 182 OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 183 OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 184 DIRECTOR OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 . 185 OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 RESIDENT SERVICES OPEN OFFICE A I 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 019 ELECTRIC STRIKE 187 OFFICE B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 07 VESTIBULE F REFER TO A6.2/B2 T - 0" 3' - 0" 0' - 1 3/4" MTUGL MTL 019 STOREFRONT / ELECTRIC STRIKE VESTIBULE F REFER TO A6.2 /B 1 T - 0" 3' - 0" 0' - 1 3/4" MTL /GL MTL 03 STOREFRONT / ELECTRIC STRIKE 190 HALL B C 7' - 0" 3' - 0" 0' - 1 3/4" WD /GL HM 011 REVIEWED FOR CODE COMPLIANCE APPROVED OTC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMTCENTER RIC ARCHITECTURE at PLANNING MIL 4419 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ITECT ICE STATE OF WASHINGTON CD i la Q CD O CO CO Q CET Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule DOOR DETAILS & SCHEDULE SHEET: A6.1 4' -0" 0 r, 0 6' -4" 0 3'- 01/2 ",jr, FOR DOOR 189 REFER TO DOOR SCHEDULE 16' -9" B1 6' -4" EQ EQ EQ EQ EQ EQ EQ , EQ / 3' -01/2" NI \ \ / / \ \ \ / ) \ \ \ \ ' / ' C' >` >` / o / / \ \ 1 \ FOR DOOR 189 REFER TO DOOR SCHEDULE 16' -9" B1 6' -4" EQ EQ EQ EQ EQ EQ EQ , EQ / 3' -01/2" co / J \ / \ \ 0 / FOR DOOR 100 REFER TO DOOR SCHEDULE NORTH El \ 0) SOUTH FOR DOOR 188 B2 REFER TO DOOR SCHEDULE SPANDREL GLASS r r N v 8' -10" NI \ \ / / \ \ O b, ) \ \ \ \ ' 0 b ' C' >` >` \ 0 / FOR DOOR 100 REFER TO DOOR SCHEDULE NORTH El \ 0) SOUTH FOR DOOR 188 B2 REFER TO DOOR SCHEDULE SPANDREL GLASS r r N v 8' -10" 6'- 4" 16' -9" 54' - 11 1/2" 3' - 4" EQ 9' -10" EQ / EQ EQ EQ EQ EQ EQr EQ / EQ 10' - 5 1/2" 9' -11" EQ EQ / EQ EQ EQ 0 0 6' -4 ". cV \ EQ EQ E NEW LOUVER \ \ N O) tl' NORTH SOUTH 0 in N EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ jf, ir '1.. 'ill /jr ir /11 )1' )r w. \ _e., _ _\ io N \ \ NORTH 69' -21/2" G 8 2' -7" 37' -2" F 2' - 7" EQ EQ EQ EQ EQ EQ EQ 3' -0" 0 0 SOUTH El STOREFRONT TYPES 114"=1'-O" FOR DOOR 151 REFER TO DOOR SCHEDULE NORTH SPANDREL GLASS / 12' -0" 6'- 21/2 5' -7" / \ 0 SPANDREL GLASS \ 0) 2' - 7" " Zo / / EQ dit, EQ fe EQ fe EQ de O 0) \ cV \ 37' -2" 4' -1" 4' - 4 1/2" / / 11' -51/2" 2' -9" 6' -0" 2' -9" 4' - 4 1/2" 1 NORTH 4' -1" NI \ \ / / O b, " C' >` >` 6'- 4" 16' -9" 54' - 11 1/2" 3' - 4" EQ 9' -10" EQ / EQ EQ EQ EQ EQ EQr EQ / EQ 10' - 5 1/2" 9' -11" EQ EQ / EQ EQ EQ 0 0 6' -4 ". cV \ EQ EQ E NEW LOUVER \ \ N O) tl' NORTH SOUTH 0 in N EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ jf, ir '1.. 'ill /jr ir /11 )1' )r w. \ _e., _ _\ io N \ \ NORTH 69' -21/2" G 8 2' -7" 37' -2" F 2' - 7" EQ EQ EQ EQ EQ EQ EQ 3' -0" 0 0 SOUTH El STOREFRONT TYPES 114"=1'-O" FOR DOOR 151 REFER TO DOOR SCHEDULE NORTH SPANDREL GLASS / 12' -0" 6'- 21/2 5' -7" / \ 0 SPANDREL GLASS \ 0) 2' - 7" " Zo / / EQ dit, EQ fe EQ fe EQ de O 0) \ cV \ 37' -2" 4' -1" 4' - 4 1/2" / / 11' -51/2" 2' -9" 6' -0" 2' -9" 4' - 4 1/2" 1 NORTH 4' -1" A / 00 \ / U \ \ / / O b, " NORTH 69' -21/2" G 8 2' -7" 37' -2" F 2' - 7" EQ EQ EQ EQ EQ EQ EQ 3' -0" 0 0 SOUTH El STOREFRONT TYPES 114"=1'-O" FOR DOOR 151 REFER TO DOOR SCHEDULE NORTH SPANDREL GLASS / 12' -0" 6'- 21/2 5' -7" / \ 0 SPANDREL GLASS \ 0) 2' - 7" " Zo / / EQ dit, EQ fe EQ fe EQ de O 0) \ cV \ 37' -2" 4' -1" 4' - 4 1/2" / / 11' -51/2" 2' -9" 6' -0" 2' -9" 4' - 4 1/2" 1 NORTH 4' -1" A / 00 \ / U \ \ / / O b, " 37' -2" 4' -1" 4' - 4 1/2" / / 11' -51/2" 2' -9" 6' -0" 2' -9" 4' - 4 1/2" 1 NORTH 4' -1" NORTH FOR DOOR 101 REFER TO DOOR SCHEDULE / 6' -21/2" , 5' -7" \ /\ d, / \ '4) ) / \ \ / \ / ZO N \ \/ / \ FOR DOOR 144 REFER TO DOOR SCHEDULE 2' - 7" EQ EQ EQ EQ EQ EQ 3' -0" E2 0 SOUTH FOR DOOR 154A REFER TO DOOR SCHEDULE \ NORTH \ 0 ara SOUTH \cr REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 N N \ \ City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER RI. . ABC€4[TECTURE &PLANT- MIL er'us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Zt CD 0 19.• � Q j Z �y O Z Z NE = 0 m � o C o Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule OPENING SCHEDULE & DETAILS SHEET: A6.2 A / 00 \ / U \ \ / / O b, " NORTH FOR DOOR 101 REFER TO DOOR SCHEDULE / 6' -21/2" , 5' -7" \ /\ d, / \ '4) ) / \ \ / \ / ZO N \ \/ / \ FOR DOOR 144 REFER TO DOOR SCHEDULE 2' - 7" EQ EQ EQ EQ EQ EQ 3' -0" E2 0 SOUTH FOR DOOR 154A REFER TO DOOR SCHEDULE \ NORTH \ 0 ara SOUTH \cr REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 N N \ \ City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER RI. . ABC€4[TECTURE &PLANT- MIL er'us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Zt CD 0 19.• � Q j Z �y O Z Z NE = 0 m � o C o Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule OPENING SCHEDULE & DETAILS SHEET: A6.2 FOR DOOR 144 REFER TO DOOR SCHEDULE 2' - 7" EQ EQ EQ EQ EQ EQ 3' -0" E2 0 SOUTH FOR DOOR 154A REFER TO DOOR SCHEDULE \ NORTH \ 0 ara SOUTH \cr REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 N N \ \ City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER RI. . ABC€4[TECTURE &PLANT- MIL er'us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Zt CD 0 19.• � Q j Z �y O Z Z NE = 0 m � o C o Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule OPENING SCHEDULE & DETAILS SHEET: A6.2 C6) DIRECTOR OFFICE 157 MNGR. OFFICE 156 MNGR. OFFICE 155 WOM-1 CG 0 WOM-1 CPT-1 1.1.•1.hr 11- I 11 11 I 11 11 DRAWING LAYOUT AREA I II II 11 L JL JL JL JL JL G CG L CON IL TION WM 111 1-53 CAPITAL CONSTRUCT! OPEN OFFIC 154 EATHERIZATION WORK RM 152 ini CPT- WOM-1 CPT-1 10' - 0" VESTIBULE 189 a / KCHA SHARED DINING 181 66 cP. 3T 0 0 cpo KCHA SHARED KITCHEN 180 KCHA SHARED LOUNGE 179 10 0" / VESTIBULE 188 V■10M-1 CPT-1 OFFICE 187 0 LL w re u: w re CONFERENCE 02 178 CG HALL CG 158 CONFERENCE 03 177 CG WEATHERIZATION OPEN OFFICE PAINT SIDES & ENDS ACCENT GROUP 4 TRAINING 176 (I) CG LINO-2 CPT-1 0 KCHI SHAR CONFERENCE 75 CG Work Area PAINT WALL ACCENT GROtl:' 5 RESIDENT ERVICES OPEN OFFICE OFFICE 185 DIRECTOR OFFICE 184 OFFICE 183 105 HALL 103 CPT-1 0 2 CG CG CC HALLCG 174 INTERVIEW RM. 01 107 CHILDREN'S AREA OFFICE 182 Main Level Floor Plan - Finish Plan r - L CG CG CAFE 173 C DIRECTOR OFFICE 150 CONFERENCE 06 149 CG CG ATHERIZATION SECURE FILE STORAGE 148 SW. MAINTENANCE OPEN OFFICE 144 145 JAN UP= 172 QUIET RM. 01 171 146 CPT-1 x CONCRETE CG HALL 140 170 QUIET R 111 . 02 0 z 0 0 6 O 0 0 I MEN'S RESTROO 168 0 O 0 0 INTERVIEW RM. 02 108 •• CAFE 162, • •: • " WAITING / 0 101 HALL 109 CG WOMEN'S RESTROOM 165 169 SW. MAINTENANCE - RECEIVING AREA oI: 143 1 LT. WORK SPACE / STOR1 142 w 0 1- w P r- r- H SECTION 8 FILE STOR -141— 166 i 163 OFFICE 161 INTERVIEW RM. 03 110 RECEPTION 102 HALL 159 CONFERENCE 05 160 CG 139 1 T H 0 HALL 190 WEATHER. SECURE STOR. 134 w 1- w 0 z 0 0 ■■■■■■ I Coat Hooks & _1 Boot Storage SW. MAINTENANCE 133 CONCRETE GENERAL STOR. RM. 136 1- 0 0 STOR. 138 SECTION 8 FILE STOR. 137 CGL HALL 126 MNGR. OFFICE 129 w 1— w Z- 0 x - 0 MNGR. OFFICE 127 MNGR. OFFICE 130 MNGR. OFFICE 128 INTERVIEW RM. 04 111 HL_ 106 OFFICE MNGR. 112 SWITCH BOARD 113 VESTIBULE 100 CONFERENCE 04 WORK ROOM 114 116 0 ASSOC. DIRECTOR 117 MGNR. OFFICE 118 1 SECTION 8 OPEN OFFICE 12 HALL 115 — PAINT SIDES & ENDS ACCENT GROUP 1 MNGR. OFFICE 119 E MGNR. OFFICE 120 ...... ..... y•Ir •••■-•,, ..... CTQ / HOS OPEN OFFICE 125 PAINT:SIDES & ENDS C TEGROUP-4 Muster Area & Work Order Counter PROJECT BASED INTAKE OPEN OFFICE 124 11 F PAINT SIDES & ENDS ACCENT GROUP 1 SUPPORTIVE HOUSING OPEN OFFICE 123 PAINT SIDES & ENPS ACCENT GROUP 2 -SECTION-8- OPEN OFFICE 122 OFFICE 132 SPRINKLER RISER RM. 131 — PAINT SIDES & ENDS ACCENT GROUP 2i ...... 111 L-1 L—I F1 B1 REVIEWED FOR CpDE COMPLIANCE APPROVED i. DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER 2ED 1/8" = 1'-0" RIC ARCH/TECTURE &PLANN1N er • US MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com mmi■iyamilans 4419' REGISTERED C HITECT STEV M. RIC E STATE OF WASHINGTON z 0 0 1-• < 0) 0 w = z Ci -J 0 co c) CD 00 00 C7) Project Number Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule FINISH FLOOR PLAN SHEET: A7.1 1x WOOD CAP, STAINED r 1 WALL MOUNTED BOOK RACK BY OWNER RUBBER BASE 101 WTG /LOBBY EAST (KIDS AREA) 1/4" = 1' -0" J 0 0 4" WOOD CHAIR RAIL, STAINED STAND UP PC KIOSK COUNTER ADA PC KIOSK COUNTER a U a U a U RUBBER BASE 101 - WAITING /LOBBY NORTH 1/4" = 1' -0" 1' -0" 1' -0 /\ 1, -6/ ( 2' -0" 1'4 0 N 4 1' -6" 4' -0" ,' -0" // 0' -8" 4' -0" 1 / / / / / LINE LINE OF EXTENT OF SUPER GRAPHIC BY OWNER 102 - RECEPTION SOUTH 1 /4" = 1' -0" METAL TRIM �. TPD 0 HPL WAINSCOT 6" SELF COVE 10 105 - MEN NORTH 1/4" = 1' -0" 2'-6" CLEAR' 18" DEEP �6� 104 - WOMEN NORTH 1/4" = 1' -0" HALL 106 BEYOND / L 1 1■ /\ BCS -1 N (0 M X 1x STA - m in �Yiata• n BCS -1 � �-- 1 N > \ 101 WAITING /LOBBY SOUTH 1/4" = 1' -0" 4" RUBBER BASE 4" TOEKICK, TYP OOD CAP, NED, TYP. SEE 20/A7.3 FOR TOILET ROOM ACCESSORY MOUNTING HEIGHTS SF -1 SCD MIR -2 nhn 104 - WOMEN EAST 1/4" = 1' -0" SEE 20/A7.3 FOR TOILET ROOM ACCESSORY MOUNTING HEIGHTS r TR N _ co 1 in 11 105 - MEN EAST 1 /4" = 1' -0" 4" RUBBER BASE 114 - WORKROOM ISLAND NORTH 1 /4" = 1' -0" 1' -0" PLASTIC LAMINATE SHELVES ADJUSTABLE SHELF BRACKETS BACKSPLASH `OPEN' E-1-QW 4' -0" / / / / FULL END PANELS 21 142 - IT WORK/STOR EAST 1 /4" = 1' -0" SCR EE— 1 ' - 6" 3' - 0" io :\ 0 3' -0" t e r �r 1 _ <O ch OWNER PROVIDED LATERAL FILES 12 \ 105 - MEN SOUTH 1/4" = 1' -0" PLASTIC LAMINATE TOP WITH EDGEBANDING ON ALL SIDES. ADHERE TOP TO TOP OF (2) OWNER PROVIDED LATERAL FILES WITH DOUBLE STICK FOAM TAPE. TOP SIZE TO BE VERIFIED TO MATCH SIZE OF CABINETS BELOW WITH A 1" OVERHANG ON ALL SIDES. 115 - HALL SOUTH (TYPICAL) 3' - 0" SCRIBE /\ T\/ /\ \/ / 3' -0" 3' -0" 3' -6" 25 152 -1,1N WORKROOM EAST -0" SCRIBE 26 1/4" = 1' -0" SHELF BRACKETS ADJUSTABLE SHELVES 10' -6" 3' -6" 3' -6" 3' -6" / 0 M SCRIBE 3' -0" 3' -0" 3' -0" / / / / / 104 - WOMEN SOUTH 1 /4" = 1' -0" MIR -2 SF -1 SCD cx 105 - MEN WEST 3' -0" co c) 0 M SCRIBE /\T /\ N/ /\ / \ /\ 3' -0" Jr 3' -0" Jr 3' -0" 3' -0" OPEN TO HALL BEYOND 4" RUBBER BASE ADJUSTABLE SHELVES, TYP. c0 M _OPEN eELQW 4" RUBBER BASE \ -/ COUNTERTOP SUPPORT BRACKETS AS NECESSARY 4' -0" LOCKING 22 143 - MAINT. RECEIVING SOUTH 1/4" = 1' -0" 1 ( I -0" -0" SCRIBE El 1 >.s >.n > 0" ' SCRIBE 152 - W WORKROOM WEST 1/4" = 1' -0 COUNTERTOP WALL MOUNTED ON BRACKETS 3 -3 / L MIN /\ BCS -1 N (0 M X TR n /7 �Yiata• BCS -1 � �-- -X > 11 105 - MEN EAST 1 /4" = 1' -0" 4" RUBBER BASE 114 - WORKROOM ISLAND NORTH 1 /4" = 1' -0" 1' -0" PLASTIC LAMINATE SHELVES ADJUSTABLE SHELF BRACKETS BACKSPLASH `OPEN' E-1-QW 4' -0" / / / / FULL END PANELS 21 142 - IT WORK/STOR EAST 1 /4" = 1' -0" SCR EE— 1 ' - 6" 3' - 0" io :\ 0 3' -0" t e r �r 1 _ <O ch OWNER PROVIDED LATERAL FILES 12 \ 105 - MEN SOUTH 1/4" = 1' -0" PLASTIC LAMINATE TOP WITH EDGEBANDING ON ALL SIDES. ADHERE TOP TO TOP OF (2) OWNER PROVIDED LATERAL FILES WITH DOUBLE STICK FOAM TAPE. TOP SIZE TO BE VERIFIED TO MATCH SIZE OF CABINETS BELOW WITH A 1" OVERHANG ON ALL SIDES. 115 - HALL SOUTH (TYPICAL) 3' - 0" SCRIBE /\ T\/ /\ \/ / 3' -0" 3' -0" 3' -6" 25 152 -1,1N WORKROOM EAST -0" SCRIBE 26 1/4" = 1' -0" SHELF BRACKETS ADJUSTABLE SHELVES 10' -6" 3' -6" 3' -6" 3' -6" / 0 M SCRIBE 3' -0" 3' -0" 3' -0" / / / / / 104 - WOMEN SOUTH 1 /4" = 1' -0" MIR -2 SF -1 SCD cx 105 - MEN WEST 3' -0" co c) 0 M SCRIBE /\T /\ N/ /\ / \ /\ 3' -0" Jr 3' -0" Jr 3' -0" 3' -0" OPEN TO HALL BEYOND 4" RUBBER BASE ADJUSTABLE SHELVES, TYP. c0 M _OPEN eELQW 4" RUBBER BASE \ -/ COUNTERTOP SUPPORT BRACKETS AS NECESSARY 4' -0" LOCKING 22 143 - MAINT. RECEIVING SOUTH 1/4" = 1' -0" 1 ( I -0" -0" SCRIBE El 1 >.s >.n > 0" ' SCRIBE 152 - W WORKROOM WEST 1/4" = 1' -0 COUNTERTOP WALL MOUNTED ON BRACKETS 3 -3 / L MIN /\ BCS -1 N (0 M X TR n /7 �-- OWNER PROVIDED LATERAL FILES 12 \ 105 - MEN SOUTH 1/4" = 1' -0" PLASTIC LAMINATE TOP WITH EDGEBANDING ON ALL SIDES. ADHERE TOP TO TOP OF (2) OWNER PROVIDED LATERAL FILES WITH DOUBLE STICK FOAM TAPE. TOP SIZE TO BE VERIFIED TO MATCH SIZE OF CABINETS BELOW WITH A 1" OVERHANG ON ALL SIDES. 115 - HALL SOUTH (TYPICAL) 3' - 0" SCRIBE /\ T\/ /\ \/ / 3' -0" 3' -0" 3' -6" 25 152 -1,1N WORKROOM EAST -0" SCRIBE 26 1/4" = 1' -0" SHELF BRACKETS ADJUSTABLE SHELVES 10' -6" 3' -6" 3' -6" 3' -6" / 0 M SCRIBE 3' -0" 3' -0" 3' -0" / / / / / 104 - WOMEN SOUTH 1 /4" = 1' -0" MIR -2 SF -1 SCD cx 105 - MEN WEST 3' -0" co c) 0 M SCRIBE /\T /\ N/ /\ / \ /\ 3' -0" Jr 3' -0" Jr 3' -0" 3' -0" OPEN TO HALL BEYOND 4" RUBBER BASE ADJUSTABLE SHELVES, TYP. c0 M _OPEN eELQW 4" RUBBER BASE \ -/ COUNTERTOP SUPPORT BRACKETS AS NECESSARY 4' -0" LOCKING 22 143 - MAINT. RECEIVING SOUTH 1/4" = 1' -0" 1 ( I -0" -0" SCRIBE El 1 >.s >.n > 0" ' SCRIBE 152 - W WORKROOM WEST 1/4" = 1' -0 COUNTERTOP WALL MOUNTED ON BRACKETS 3 -3 / L MIN /\ BCS -1 N (0 M X TR n /7 �-- -X > 152 - W WORKROOM WEST 1/4" = 1' -0 COUNTERTOP WALL MOUNTED ON BRACKETS 3 -3 / L MIN /\ BCS -1 N (0 M X TR n /7 0' -6" 104 - WOMEN WEST 1 /4" = 1' -0" 0 M ADUSTABLE SHELVES, TYP. 1' -3/ 1' -3 4 102 RECEPTION NORTH 1 /4" = 1' -0" ADJUSTABLE SHELVES, TYP. 114 - WORKROOM NORTH SCRIBE ADJ SHELVING, TYP. SHELF BRACKETS ADJUSTABLE SHELVES / / / / \ / / \ / \ \ \ 12" DEEP SHELVES 4' -6" 4' -6" / 4' -6" 4' -6" -OPEN BELOW- OPEN BELOW FOR RECYCLE REMAINDER 3' -0" 3' -0" 3' -0" 3' -0" le I SCRIBE 7, 3' -0" /\ N‘,/ /\ /\ 3' -0" 3' -0" 3' -0" S\ 114 - WORKROOM WEST 1/4" = 1' -0" 4" BACKSPIASH o io M FULL END PANEL 18' -0" COUNTERTOP SUPPORT BRACKETS AS NECESSARY 133 - SW MAINTENANCE EAST 23 151 - WEATHERIZATION OPEN OFFICE EAST 1/4" = 1-0 PLOTTER BY OWNER COPIER BY OWNER 30" DEEP \ \/ 1' -6 "je 3' -0" ,1;1' -6" /2� 153 - CC WORKROOM NORTH 1/4" = SCRIBE SCRIBE _ a" ASCRIBE 111111111111111 c.)-6' 6 ,_ 0 M P3' -6" 3' -0" 3' -0" ' SCRIBE 153 - CC WORKROOM EAST 1/4" = 1' -O" SCRIBE 2' -0" 3' -0" FULL END PANEL SCRIBE 1 All 1 11" 0 ch SCRIBE SHELF BRACKETS ADJUSTABLE SHELVES 4" RUBBER BASE DEEP SHELVES 6' -0" 6' -0" 4" BACKSPLASH 0PE tL`0- cn COUNTERTOP SUPPORT BRACKETS AS NECESSARY 12' -0" 142 - IT WORK/STOR NORTH ASCRIBE i)r )r )r ., ... )r - )1/ ..... )i'/ . , , ) ) \ I I O T T T _ _ _ _ _ r T T T T T \ I - 3' -0" / 3' -0" / 3' -0" / 3' -0" -6 -__._ 4 152 - W WORKROOM NORTH 1 /4" = 1-0" 3' -0" ma cn U- 0 3' -0" 3' -0" 3' -0" 3' -0" i 3' - 0" 'fXI' SCRIBE SCRIBE 3' -0" . 3' -0" 3' -0" 3' -0" 3' -0" /29 153 - CC WORKROOM SOUTH 1/4" = 1' -0" 3' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 232011 City of Tukwila BUILDING DIVISION 0 RECEIVED OCT 18 2011 PERMITCENTER ‘0-- 34 RIC ARCHITECTURE &PLANNING MIL 4419 erus ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com GISTERED H ITEC T RIC E STATE OF WASHINGTON Project Number a) L 0_ 00 rn 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule INTERIOR ELEVATIONS SHEET: A7.2 /\ /\ >7- C -- --------\--1---- X n /7 �-- -X > 114 - WORKROOM NORTH SCRIBE ADJ SHELVING, TYP. SHELF BRACKETS ADJUSTABLE SHELVES / / / / \ / / \ / \ \ \ 12" DEEP SHELVES 4' -6" 4' -6" / 4' -6" 4' -6" -OPEN BELOW- OPEN BELOW FOR RECYCLE REMAINDER 3' -0" 3' -0" 3' -0" 3' -0" le I SCRIBE 7, 3' -0" /\ N‘,/ /\ /\ 3' -0" 3' -0" 3' -0" S\ 114 - WORKROOM WEST 1/4" = 1' -0" 4" BACKSPIASH o io M FULL END PANEL 18' -0" COUNTERTOP SUPPORT BRACKETS AS NECESSARY 133 - SW MAINTENANCE EAST 23 151 - WEATHERIZATION OPEN OFFICE EAST 1/4" = 1-0 PLOTTER BY OWNER COPIER BY OWNER 30" DEEP \ \/ 1' -6 "je 3' -0" ,1;1' -6" /2� 153 - CC WORKROOM NORTH 1/4" = SCRIBE SCRIBE _ a" ASCRIBE 111111111111111 c.)-6' 6 ,_ 0 M P3' -6" 3' -0" 3' -0" ' SCRIBE 153 - CC WORKROOM EAST 1/4" = 1' -O" SCRIBE 2' -0" 3' -0" FULL END PANEL SCRIBE 1 All 1 11" 0 ch SCRIBE SHELF BRACKETS ADJUSTABLE SHELVES 4" RUBBER BASE DEEP SHELVES 6' -0" 6' -0" 4" BACKSPLASH 0PE tL`0- cn COUNTERTOP SUPPORT BRACKETS AS NECESSARY 12' -0" 142 - IT WORK/STOR NORTH ASCRIBE i)r )r )r ., ... )r - )1/ ..... )i'/ . , , ) ) \ I I O T T T _ _ _ _ _ r T T T T T \ I - 3' -0" / 3' -0" / 3' -0" / 3' -0" -6 -__._ 4 152 - W WORKROOM NORTH 1 /4" = 1-0" 3' -0" ma cn U- 0 3' -0" 3' -0" 3' -0" 3' -0" i 3' - 0" 'fXI' SCRIBE SCRIBE 3' -0" . 3' -0" 3' -0" 3' -0" 3' -0" /29 153 - CC WORKROOM SOUTH 1/4" = 1' -0" 3' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 232011 City of Tukwila BUILDING DIVISION 0 RECEIVED OCT 18 2011 PERMITCENTER ‘0-- 34 RIC ARCHITECTURE &PLANNING MIL 4419 erus ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com GISTERED H ITEC T RIC E STATE OF WASHINGTON Project Number a) L 0_ 00 rn 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule INTERIOR ELEVATIONS SHEET: A7.2 SCRIBE 153 - CC WORKROOM EAST 1/4" = 1' -O" SCRIBE 2' -0" 3' -0" FULL END PANEL SCRIBE 1 All 1 11" 0 ch SCRIBE SHELF BRACKETS ADJUSTABLE SHELVES 4" RUBBER BASE DEEP SHELVES 6' -0" 6' -0" 4" BACKSPLASH 0PE tL`0- cn COUNTERTOP SUPPORT BRACKETS AS NECESSARY 12' -0" 142 - IT WORK/STOR NORTH ASCRIBE i)r )r )r ., ... )r - )1/ ..... )i'/ . , , ) ) \ I I O T T T _ _ _ _ _ r T T T T T \ I - 3' -0" / 3' -0" / 3' -0" / 3' -0" -6 -__._ 4 152 - W WORKROOM NORTH 1 /4" = 1-0" 3' -0" ma cn U- 0 3' -0" 3' -0" 3' -0" 3' -0" i 3' - 0" 'fXI' SCRIBE SCRIBE 3' -0" . 3' -0" 3' -0" 3' -0" 3' -0" /29 153 - CC WORKROOM SOUTH 1/4" = 1' -0" 3' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 232011 City of Tukwila BUILDING DIVISION 0 RECEIVED OCT 18 2011 PERMITCENTER ‘0-- 34 RIC ARCHITECTURE &PLANNING MIL 4419 erus ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com GISTERED H ITEC T RIC E STATE OF WASHINGTON Project Number a) L 0_ 00 rn 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule INTERIOR ELEVATIONS SHEET: A7.2 4 152 - W WORKROOM NORTH 1 /4" = 1-0" 3' -0" ma cn U- 0 3' -0" 3' -0" 3' -0" 3' -0" i 3' - 0" 'fXI' SCRIBE SCRIBE 3' -0" . 3' -0" 3' -0" 3' -0" 3' -0" /29 153 - CC WORKROOM SOUTH 1/4" = 1' -0" 3' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 232011 City of Tukwila BUILDING DIVISION 0 RECEIVED OCT 18 2011 PERMITCENTER ‘0-- 34 RIC ARCHITECTURE &PLANNING MIL 4419 erus ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com GISTERED H ITEC T RIC E STATE OF WASHINGTON Project Number a) L 0_ 00 rn 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule INTERIOR ELEVATIONS SHEET: A7.2 \ 0' -9" TR J O HPL WAINSCOT 6" SELF COVE 165 - WOMEN'S RR NORTH 1/4" = SHELF BRACKETS T - 0" ADJUSTABLE SHELVES EQ EQ 0 v HPL SEE 20/A7.3 FOR TOILET ROOM ACCESSORY MOUNTING HEIGHTS / SF -1 METAL TRIM SCD HPL WAINSCOT 1 165 - WOMEN'S RR EAST O 6" SELF COVE 172 - JANITOR NORTH 4' -6" 1 4" = 1' -0" 1 /4" = 1' -0" 0 0 C/) 0_ MOP SINK 1/4" = 1' -0" 6" SELF COVE MOP SINK 8 172 - JANITOR EAST 1/4" = 11 175 - SHARED CONF 1 SOUTH (CONF 177 & 178 SIM.) 1/4" = 1' -0" 3' -0" 3' -0" 3' -0" 3' -0" 0 Fh \,/ 4' BACKSPLASH r COPIER BY OWNER Jr 3' -0" 3' -0" L J 3' -0" Jr 3' -0" 4 "RUBBERBASE 186 - RESIDENTIAL SERVICES WK AREA EAST 9" CIRCULAR COUNTERTOP WASTE CHUTE COLLECTION CANS BY OWNER ADA GRAB BARS, SEE 20/A7.3 165 - WOMEN'S RR SOUTH } 1/4" = METAL TRIM 0 HPL WAINSCOT 0' -9" \ \ • i 1 < \ \\ \ \ \ \ \ \ ) , / K U E, - -- _ -- q \ \ TPD TR — __ 165 - WOMEN'S RR SOUTH } 1/4" = METAL TRIM 0 HPL WAINSCOT 6" SELF COVE 168 - MEN'S RR NORTH 1/4" = SEE 20/A7.3 FOR TOILET ROOM ACCESSORY MOUNTING HEIGHTS SCRIBE ?e \ • i i 2' -6" / 3' -0" 174 - HALL NORTH SCRIBE \ \ 0' -9" \ \ • i 1 < \ \\ \ n / K \ E, - -- _ -- q \ \ K \\ TR — __ ,1 ■ / / 1 ■ < -- _--- w�--- 6" SELF COVE 168 - MEN'S RR NORTH 1/4" = SEE 20/A7.3 FOR TOILET ROOM ACCESSORY MOUNTING HEIGHTS SCRIBE ?e \ • i i 2' -6" / 3' -0" 174 - HALL NORTH SCRIBE \ \ 168 - MEN'S RR SOUTH 1/4" = ADA GRAB BARS, SEE 20/A7.3 9" CIRCULAR COUNTERTOP WASTE CHUTE SCRIBE 3' -0" 2' - 6" COLLECTION • CANS BY OWNER SCRIBE 1/4" = 9" CIRCULAR COUNTERTOP WASTE CHUTE \ \ \ \ i v7 \ i \ i 0 1 /4" = 1' -0" PRE - MANUFACTURED METAL LOCKERS • i 1 < \ \\ \ n / K , E, - -- _ -- q TPD K \\ K 168 - MEN'S RR SOUTH 1/4" = ADA GRAB BARS, SEE 20/A7.3 9" CIRCULAR COUNTERTOP WASTE CHUTE SCRIBE 3' -0" 2' - 6" COLLECTION • CANS BY OWNER SCRIBE 1/4" = 9" CIRCULAR COUNTERTOP WASTE CHUTE \ \ \ \ i v7 \ i \ i 0 1 /4" = 1' -0" PRE - MANUFACTURED METAL LOCKERS (8) LOCKERS SCRIBE PIECE 6" SELF COVE 167 - MEN'S LOCKER RM. NORTH 1 /4" = 1' -0" ALLOWABLE HEIGHT REACH RANGE Reach Range: FORWARD REACH: UNOBSTRUCTED: 48" MAX, 15" MIN SCRIBE 179 - SHARED LOUNGE SOUTH 1/4" = 1' -0" 17 SEE 27/A7.2 FOR ISLAND SPECIFICATIONS L —J COLLECTION CANS BY OWNER / 3' 6" ASCRIBE 186 - RESI SVCS ISLAND NORTH 1/4" = 1' -0" PRE - MANUFACTURED METAL LOCKERS (8) LOCKERS 0 0 :LL 00 b- 0' - 2" SCRIBE PIECE 167 - MEN'S LOCKER RM. SOUTH 1/4" = 1' -0" OBSERVE THESE DIMENSIONS UNLESS NOTED OTHERWISE ON PLANS HIGH REACH OVER AN OBSTRUCTION WHERE THE CLEAR FLOOR OR GROUND SPACE EXTENDS BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION: REACH DEPTH LESS THAN OR EQUAL TO 20 ": 48" MAX REACH DEPTH IS GREATER-THAN 20 ": 44" MAX MAX REACH DEPTH: 25" OR DISPENSER SIDE REACH (PARALLEL APPROACH): UNOBSTRUCTED: 48" MAX, 15" MIN OBSTRUCTED BY 34" HIGH MAX OBJECT: REACH DEPTH LESS THAN OR EQUAL TO 10 ": 48" MAX REACH DEPTH GREATER THAN 10 ": 46" MAX MAX REACH DEPTH: 24" 0 0 DL CI I-I- 00 'b w 0 0) ALIGN WITH TOP OF ADJACENT COUNTERTOP / FIXED PLAM PANEL KKK / / K \ \ \\ ,,1' , • E, - -- _ -- K \ K \ K \\ K — __ — > —� —_ ■ (8) LOCKERS SCRIBE PIECE 6" SELF COVE 167 - MEN'S LOCKER RM. NORTH 1 /4" = 1' -0" ALLOWABLE HEIGHT REACH RANGE Reach Range: FORWARD REACH: UNOBSTRUCTED: 48" MAX, 15" MIN SCRIBE 179 - SHARED LOUNGE SOUTH 1/4" = 1' -0" 17 SEE 27/A7.2 FOR ISLAND SPECIFICATIONS L —J COLLECTION CANS BY OWNER / 3' 6" ASCRIBE 186 - RESI SVCS ISLAND NORTH 1/4" = 1' -0" PRE - MANUFACTURED METAL LOCKERS (8) LOCKERS 0 0 :LL 00 b- 0' - 2" SCRIBE PIECE 167 - MEN'S LOCKER RM. SOUTH 1/4" = 1' -0" OBSERVE THESE DIMENSIONS UNLESS NOTED OTHERWISE ON PLANS HIGH REACH OVER AN OBSTRUCTION WHERE THE CLEAR FLOOR OR GROUND SPACE EXTENDS BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION: REACH DEPTH LESS THAN OR EQUAL TO 20 ": 48" MAX REACH DEPTH IS GREATER-THAN 20 ": 44" MAX MAX REACH DEPTH: 25" OR DISPENSER SIDE REACH (PARALLEL APPROACH): UNOBSTRUCTED: 48" MAX, 15" MIN OBSTRUCTED BY 34" HIGH MAX OBJECT: REACH DEPTH LESS THAN OR EQUAL TO 10 ": 48" MAX REACH DEPTH GREATER THAN 10 ": 46" MAX MAX REACH DEPTH: 24" 0 0 DL CI I-I- 00 'b w 0 0) ALIGN WITH TOP OF ADJACENT COUNTERTOP / FIXED PLAM PANEL c SCRIBE 3 180 - KCHA SHARED KITCHEN - NORTH , 1/4" = 1' -0" EQ EQ OWNER I #'ROVIDED LATERAL FILES 18 186 - RESI SVCS ISLAND WEST 1/4" = 1' -0" SCRIBE IECE---)09 PRE - MANUFACTURED METAL LOCKERS ( / ( (16) LOCKERS /'SCRIBE PIECE 167 - MEN'S LOCKER RM. WEST 1/4" = FINISHED WALL ALLOWABLE HEIGHTS OF DISPENSERS OUTLET 39" MIN. TO 41" MAX. • 2 m N 0 39" MIN. TO 41" TOP OF SEAT — — z 33" MIN. TO 36" MAX. Operable Parts, Switches, Outlets, & Controls (A117.1, 309.3) Drinking Fountains AT LEAST 50% BUT NOT LESS THAN 1 FOUNTAIN (A117.1, 602.4) Seat Cover Dispenser (A117.1, 604.7 - WAC 51 -50, 1101.2.7) TOILET ROOM ACCESSORY MOUNTING HEIGHTS Sanitary Napkin Disposal (A117.1, 604.7 WAC 51 -50, 1101.2.7) Toilet Paper Dispenser (A117.1, 604.7 - WAC 51 -50, 1101.2.7) Grab Bars Toilet (A117.1, 609.4) (A117.1, 604.4) w 0 Ow 0 m I— w 03 I= O0 II-X— J Qw W Ct 0' v0 M � Mirror (A117.1, 603.3) (NOT THE FRAME) r H Lavatory (A117.1, 603.3) 3' -0" ADA GRAB BARS, SEE 20/A7.3 SF -1 SCD 6 \ MIR -2 MIR -2 MIR -2 METAL TRIM 0 HPL WAINSCOT 168 - MEN'S RR WEST 6" SELF COVE 1/4" = 1' -0" SCRIBE 10 jr 3' -0" 7 \I, \ • \/ \ i \ i \ i r 1' - 6" 175 - SHARED CONF 1 NORTH 1/4" = /2, - 0 "SCRIBE 0 i PLUMBED COFFEE' J nun SCRIBE�I.2' - 0 "2' - 0" 3' -0" jr2' -0" DW C180 -KCHA SHARED KITCHEN SOUTH 1/4" = (2) PLASTIC LAMINATE TOPS WITH EDGEBANDING ON ALL SIDES. ADHERE EACH TOP TO TOP OF (4) OWNER PROVIDED LATERAL FILES WITH DOUBLE STICK FOAM TAPE. TOP SIZE TO BE VERIFIED TO MATCH SIZE OF CABINETS BELOW WITH A 1" OVERHANG ON ALL SIDES. WNW O U oes 5 w Q W W Z J Y U Z_ 0 � Q r— o_ N♦ co 0 0 O 1- 2 0 N 0_ 0 1- w 1— z 0 0 0 2 Soap Dispenser (A117.1, 604.7 -WAC 51 -50, 1101.2.7) NOT TO SCALE 1 DIMS OF DIVIDER SHOWN IN PLAN 101 - WTG. /LOBBY PARTIAL -HT. DIVIDER 1/4" = 1-0" L_ \ \OPEN/ \TO / KITT)IEN 0 \ E 7 11 EF- 11 11 1 9" CIRCULAR COUNTERTOP WASTE CHUTE II L_JL II , _IL _1 COLLECTION CANS BY OWNER SCRIBE-7i 3' - 6" ASCRIBE 4" BACKSPLASH 4" RUBBER BASE COUNTERTOP SUPPORT BRACKETS AS NECESSARY 15� 181 -KCHA SHARED DINING - SOUTH 1/4" = REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 122011 PERMIT CENTEF RIC ARCHITECTURE &.PLANNING MIL 4419 er'us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARCHITECT STEVEN M. RICE STATE OF WASHINGTON cn 0 <(0 co O .u) OC 0 Pin 'E5 O o � o Project Number 00 00 CO 0 0 c O 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 3 Permit Corrections 12/7/2011 INTERIOR ELEVATIONS SHEET: A7.3 OPEN E, - -- _ -- `r' — /-- — — __ — > —� —_ - -- MIC O L -- —J < -- _--- w�--- r - - - -7 I MICRO 1 1 L - - - -J HOOD r -- —7 Ml — — — J RO L m \-- r - - - -7 I MICRO L J y1' -6" ,1' -6 "1 / } N -- > � MICRO 1 7 E — / I MICRO 2' -6" -0 "/ 3' -0" VERIFY 3' -0" -0 "ji, 2' -6" jr /2' / /1/2' c SCRIBE 3 180 - KCHA SHARED KITCHEN - NORTH , 1/4" = 1' -0" EQ EQ OWNER I #'ROVIDED LATERAL FILES 18 186 - RESI SVCS ISLAND WEST 1/4" = 1' -0" SCRIBE IECE---)09 PRE - MANUFACTURED METAL LOCKERS ( / ( (16) LOCKERS /'SCRIBE PIECE 167 - MEN'S LOCKER RM. WEST 1/4" = FINISHED WALL ALLOWABLE HEIGHTS OF DISPENSERS OUTLET 39" MIN. TO 41" MAX. • 2 m N 0 39" MIN. TO 41" TOP OF SEAT — — z 33" MIN. TO 36" MAX. Operable Parts, Switches, Outlets, & Controls (A117.1, 309.3) Drinking Fountains AT LEAST 50% BUT NOT LESS THAN 1 FOUNTAIN (A117.1, 602.4) Seat Cover Dispenser (A117.1, 604.7 - WAC 51 -50, 1101.2.7) TOILET ROOM ACCESSORY MOUNTING HEIGHTS Sanitary Napkin Disposal (A117.1, 604.7 WAC 51 -50, 1101.2.7) Toilet Paper Dispenser (A117.1, 604.7 - WAC 51 -50, 1101.2.7) Grab Bars Toilet (A117.1, 609.4) (A117.1, 604.4) w 0 Ow 0 m I— w 03 I= O0 II-X— J Qw W Ct 0' v0 M � Mirror (A117.1, 603.3) (NOT THE FRAME) r H Lavatory (A117.1, 603.3) 3' -0" ADA GRAB BARS, SEE 20/A7.3 SF -1 SCD 6 \ MIR -2 MIR -2 MIR -2 METAL TRIM 0 HPL WAINSCOT 168 - MEN'S RR WEST 6" SELF COVE 1/4" = 1' -0" SCRIBE 10 jr 3' -0" 7 \I, \ • \/ \ i \ i \ i r 1' - 6" 175 - SHARED CONF 1 NORTH 1/4" = /2, - 0 "SCRIBE 0 i PLUMBED COFFEE' J nun SCRIBE�I.2' - 0 "2' - 0" 3' -0" jr2' -0" DW C180 -KCHA SHARED KITCHEN SOUTH 1/4" = (2) PLASTIC LAMINATE TOPS WITH EDGEBANDING ON ALL SIDES. ADHERE EACH TOP TO TOP OF (4) OWNER PROVIDED LATERAL FILES WITH DOUBLE STICK FOAM TAPE. TOP SIZE TO BE VERIFIED TO MATCH SIZE OF CABINETS BELOW WITH A 1" OVERHANG ON ALL SIDES. WNW O U oes 5 w Q W W Z J Y U Z_ 0 � Q r— o_ N♦ co 0 0 O 1- 2 0 N 0_ 0 1- w 1— z 0 0 0 2 Soap Dispenser (A117.1, 604.7 -WAC 51 -50, 1101.2.7) NOT TO SCALE 1 DIMS OF DIVIDER SHOWN IN PLAN 101 - WTG. /LOBBY PARTIAL -HT. DIVIDER 1/4" = 1-0" L_ \ \OPEN/ \TO / KITT)IEN 0 \ E 7 11 EF- 11 11 1 9" CIRCULAR COUNTERTOP WASTE CHUTE II L_JL II , _IL _1 COLLECTION CANS BY OWNER SCRIBE-7i 3' - 6" ASCRIBE 4" BACKSPLASH 4" RUBBER BASE COUNTERTOP SUPPORT BRACKETS AS NECESSARY 15� 181 -KCHA SHARED DINING - SOUTH 1/4" = REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 122011 PERMIT CENTEF RIC ARCHITECTURE &.PLANNING MIL 4419 er'us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARCHITECT STEVEN M. RICE STATE OF WASHINGTON cn 0 <(0 co O .u) OC 0 Pin 'E5 O o � o Project Number 00 00 CO 0 0 c O 2011021 BID SET ISSUED: 10/27/2011 Revision Schedule 3 Permit Corrections 12/7/2011 INTERIOR ELEVATIONS SHEET: A7.3 WALL MOLDINGS: WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZ. FLANGE 2" WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT & THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS. 0 LATERAL FORCE BRACING: RIGID VERT. STRUT. & SPLAY WIRES, TYP. WALL MOLDING, TYP. PERIMETER WIR 8 ", MAX., TYP. 6' -0 ", MAX. 12' -0 ", O.C. PLAN P ALL PENETRATIONS, INCLUDING COLUMNS AND SPRINKLER HEADS SHALL HAVE 2" MINIMUM ESCUTCHEON PLATES ALLOWING 1' FREE MOVEMENT IN ALL HORIZONTAL DIRECTIONS. J U H WO z 8" 0 R LESS ACOUSTICAL CEILING TILE SEISMIC CONTROL JOINT AREAS OVER 2,500 SF 45° OR LESS LATERAL FORCE BRACING ELEVATION REQUIREMENTS: LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS 0/ 1,000 SQ. FT. & NOT REQUIRED FOR CEILING LESS THAN 1,000 SQ. FT. PROVIDED THEY ARE SURROUNDED BY FOUR WALLS BRACED TO STRUCTURE, SEE ASCE 7 -02 9.6.2.6.2.2. ITEM C. 12 GA. VERTICAL WIRE HANGER @ 4' -0" O.C. ALONG EA. MAIN RUNNER SCREW FASTEN TO STRUCTURE ABOVE. POWER - ACTUATED FASTENERS NOT ACCEPTABLE. RIGID VERTICAL STRUT POWER- ACTUATED FASTENERS: ` /\ POWER ACTUATED FASTENERS ARE NOT ACCEPTABLE FOR ANY , i' LOADS UNDER TENSION, I.E. 'O" I// HANGER WIRES AND TOP TRACK 2.n eOF SOFFITS /SUSPENDED PARTITIONS. SPLAY WIRE BRACING: SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EA. OTHER & AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF CEILING SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. CEILING TILE HEAVY DUTY CLASSIFICATION CEILING GRID CEILING TILE LATERAL BRACE: 25 GA. VERT. METAL STUD STRUT (COMPRESSION POST) @ 12' -0" O.C. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS & STRUCTURE ABOVE CROSS TEE MAIN BEAM MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1" METAL STUDS: 1 5/8" METAL STUD (25 GAGE) UP TO 6-2" 2 1/2" METAL STUD (25 GAGE) UP TO 10' -6" NOTES: 1. A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, SHALL BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE STRUCTURE ABOVE AT EACH BRACING LOCATION. 2. DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6 FEET OF EACH WALL. 3. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING DEPT. SHALL BE USED TO PREVENT ENDS OF MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE USED IN LIEU OF SPREADER BARS, SEE CISCA zones 3 -4. 4. LIGHT FIXTURES & MECHANICAL SERVICES: ATTACH PER "GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES - SEISMIC ZONES 3 & 4, MAY 2004 (OR MOST CURRENT) BY CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA). 5. SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2003, NORTHWEST WALL & CEILING BUREAU'S FIELD TECHNICAL GUIDE #401, ASTM C 635 & ASTM C636, ASCE 7 -02 & CISCA zones 3-4. 6. SEISMIC SEPARATION JOINTS: FOR CEILING EXCEEDING 2500 SQ. FT., A SEISMIC JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES & PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE, SEE ACSE 7 -02 ITEM 9.6.2.6.2.2D. 7. CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING, SEE ACSE 7- 029.6.2.6.2.2 ITEM F. 8. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM, SEE IBC 1621.1.2. ACOUSTICAL TILE CEILING SEISMIC BRACING NOT TO SCALE WALL HEIGHT/TYPE: SEE PARTITION TYPES EQUAL TO 2/3 OF COUNTER TOP DEPTH. MIN. 1"x1" STEEL ANGLE. LAG SCREW VERTICAL LEG TO REINFORCED STUD IN WALL. PT TO MATCH WALL, TYP. PAINTED GWB VERTICAL SUPPORT TO BE CONCEALED BEHIND GWB PROVIDE REINFORCEMENT OR DOUBLE STUD NOTE: PROVIDE BRACE AT ALL OPEN KNEE SPACES 36" WIDE OR GREATER - OR AS INDICATED IN DRAWINGS. 0 z J U Typ. Countertop Concealed Bracket 1 1/2" = 1' -0" HPL -6 HPL -5 3' -0" INTERIOR CABINET CONSTR. BY CABINETMAKER f0 Fn BASE PER SPEC,TYP HPL -6 HPL -5 INTERIOR CABINET CONSTR. BY CABINETMAKER BASE PER SPEC x EXPOSED INTERIOR TO BE HPL -5,TYP (7) ADJ. MDF SHELVES ON 2" CENTERS Typ. Reception Desk -42" High w /Shelves 1" = 11 -0" 3' -0" if) c0 0 w w x x HPL -6 HPL -5 INTERIOR CABINET CONSTR. BY CABINETMAKER BASE PER SPEC,TYP HPL -5 Typ. Reception Desk -42" High w /Dwrs. 1" = 1' -0" 3' -0" 0' -9" matitwe eeit— z €2i:2 €c %7# € icc-ce2€ 7drercer cnZrcger2rr2rearecer2 &-arccretr —f -c:(NL x x 0 i0 O Typ. Reception Desk -30" High 1" = 1' -0" WD CAP TO MATCH WD DOORS PTD GWB 2 7,7, s..7., u, s, u.., s...., n. _ (8 Typ. Wall Cap @ Reception 3" = 1' -0" 2' -1" 0' -7" O N (5) ADJ. MASONITE SHELVES, UNFIN., ON 2" CENTERS P -LAM COUNTER, EDGE & 4" BACK & SIDESPLASH SINK PER SPECIFICATIONS P -LAM OVER 3/4" PLYWOOD P -LAM APRON P -LAM OVER 5/8" PLYWOOD MTD. TO GUSSETS W /S.S. HEX HEAD SCREWS (2) BLACK MELAMINE GUSSETS PER SINK, SPACED EVENLY ALONG COUNTER. SCREW TO BACKING IN WALL & TO TOP. FINISHED FLOOR BASE PER SCHEDULE Typ. Staff Restroom Vanity Detail 1" = 1' -0" WD CAP TO MATCH WD DOORS T 0 HPL OVER GWB 6 Lobby Wall Cap Detail 311= 1' -0" 6 A7.4 VARIES -SEE PLAN w w 0 0 0' - 0 1/2" 1/2" WD CAP & EDGE TO MATCH WD DOORS; APPLY AFTER P -LAM NAILER HPL -4 OVER 5/8" GWB, ALL SIDES RB -1,TYP FIN FLR Lobby - Partial -Ht. Divider 1/2" = 1' -0" KNEE AS REQ'D FOR STRUCTURAL STABILITY OF CABINET CLEAR KNEE SPACE PER ANSI 117.1, 306 SINK PER SPEC II ,I II I I • I 8" MIN 1/ 1 N P -LAM CTOP, SELF -EDGE & 4" BACKSPLASH NON - OPERATIONAL FIXED PANEL M 11" MIN jr Accessible Sink Cabinet HINGE TO ALLOW DOORS TO OPEN 90 DEGREES, MIN FALSE TOEKICK ATTACHED TO DOOR. HOLD 1/4" AFF FOR PROPER DOOR FUNCTION 1" = 1' -0" RUBBER TRANSITION STRIP CARPET NOTE: CENTER DOOR OVER TRANSITION JT. AT DOORS: 107/110/112/114 /118/120/121 /122/126/134/136 137/138/141 Carpet to Linoleum Transition 1" = 1' -0" ADA RUBBER EDGEGUARD MODULAR CARPET TILE LINOLEUM CONCRETE SUBFLOOR liiuwIII uiJjI:II I uiuuiinuum ni 11 III 1111J 111H, NOTE: CENTER TRANSITION JOINT UNDER DOOR WHERE APPLICABLE, TYP Carpet to Concrete Transition EXISTING CONCRETE CONCRETE SUBFLOOR 1" = 11 -0" L-1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERIIITCENTER I:iC ARCHITECTURE &.P:LANNIN MIL erus ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com STLVEN M. RICE STATE OF WASHINGTON ' L Z � O =a a� CD . � z = O � 2 C7 = CI = 0 0 m � o o Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule INTERIOR DETAILS SHEET: A7.4 3' -0 "© LADDER WIDTH NOTE: ALL BOLTS /FASTENERS NECESSARY TO ANCHOR LADDER BY OTHERS PIPE HANDRAIL TO BE FIELD ASSEMBLED 1.666" STEEL PIPE SCHEDULE - 40 HANDRAIL 2" X 6" X 1/8" STEEL EXTRUDED CHANNEL LADDER STRINGERS 4" X 1 1/4" STEEL SERRATED TREAD FRONT ELEVATION N.T,S. SAFETY ------ ---- -_ END CAP 1.666" STEEL PIPE SCHEDULE - 40 HANDRAIL r 60? 2" X. 6" X 118" STEEL EXTRUDED CHANNEL LADDER STRINGERS P.) SIDE ELEVATION N.T.S. y/ // / / / / ///, SHIPS LADDER DETAIL 6 VARIES LL.) EQUAL SPA 9' -0" LADDER HEIG LADDER HEGI Ld 0 CONTRACTOR TO VERIFY: A. 12' -6" A 9' -0" () 60 OVERALL LADDER HEIGHT LADDER HEIGHT LADDER ANGLE © 3'- 0" LADDER WID TH cTREAD DETAIL 6" X 2" X 1/8" STEEL EXTRUDED LADDER STRINGER STEEL EXTRUDED SERRATED TREAD #12 X 1 1/4" S.S. H.H.S.M. TYP. RUNG CONNECTION TO STRINGER 1/4" X 1" S.S. H_H.M.B. WITH NUT AND LOCK WASHER 2 PER BRACKET 1.666" STEEL PIPE (SCHEDULE 40) HANDRAIL & POST 1 o "X2 X1fs" EXTRUDED LADDER STRINGER ALLOY 6063 -T5 POST DETAIL 3" = 1' -0" CLOUD EDGE TRIM (SEE ADJACENT DETAIL ON SHEET) 12' -0 ", O.C. (MAX) 0 LATERAL FORCE BRACING. RIGID VERT. STRUT. & RIGID DIAGONAL BRACING, TYP. AT EACH INTERSECTION CLOSEST TO CORNER PERIMETER WIR 8 ", MAX., TYP. 6' -0 ", MAX. 12' -0 ", O.C. PLAN ALL PENETRATIONS, INCLUDING COLUMNS AND SPRINKLER HEADS SHALL HAVE 2" MINIMUM ESCUTCHEON PLATES ALLOWING 1' FREE MOVEMENT IN ALL HORIZONTAL DIRECTIONS. 8" OR LESS _) ACOUSTICAL CEILING TILE SEISMIC CONTROL JOINT AREAS OVER 2,500 SF 45° OR LESS ELEVATION LATERAL FORCE BRACING REQUIREMENTS: LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS 0/ 1,000 SQ. FT. & NOT REQUIRED FOR CEILING LESS THAN t000 SQ. FT. RIGID DIAGONAL BRACING IS TO BE PROVIDED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 12 GA. VERTICAL WIRE HANGER @ 4' -0" O.C. ALONG EA. MAIN RUNNER SCREW FASTEN TO STRUCTURE ABOVE. POWER - ACTUATED FASTENERS NOT ACCEPTABLE. RIGID VERTICAL STRUT POWER- ACTUATED FASTENERS: POWER ACTUATED FASTENERS ARE NOT ACCEPTABLE FOR ANY LOADS UNDER TENSION, I.E. HANGER WIRES AND TOP TRACK OF SOFFITS /SUSPENDED PARTITIONS. CEILING TILE ACOUSTICAL TILE CLOUD CEILING SEISMIC BRACING NOT TO SCALE MTL. EDGE TRIM BY ACT MANUFACTURER MTL. ACT. GRID SYSTEM (VECTOR PANEL) ACT CEILING CLOUD CEILING ACT GRID EDGE DETAIL 6" = 1' -0" RIGID DIAGONAL BRACING: (CONTRACTOR'S OPTION IN LIEU OF DIAGONAL WIRES) RIGID DIAGONAL SUPPORT BRACING IS TO BE ATTACHED TO THE MAIN BEAM. DIAGONAL MEMBERS ARE ARRAYED 90° FROM EA. OTHER & AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF CEILING SPLAY. DIAGONAL MEMBERS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM ABOVE THE STRUCTURE. CEILING TILE HEAVY DUTY CLASSIFICATION CEILING GRID LATERAL BRACE: 25 GA. VERT. METAL STUD STRUT (COMPRESSION POST) @ 12' -0" O.C. (MAX) STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS & STRUCTURE ABOVE CROSS TEE MAIN BEAM MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1" METAL STUDS: 1 5/8" METAL STUD (25 GAGE) UP TO 6' -2" 2 1/2" METAL STUD (25 GAGE) UP TO 10' -6" NOTES: 0 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION 1. A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, SHALL BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE STRUCTURE ABOVE AT EACH BRACING LOCATION. 2. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING DEPT. SHALL BE USED TO PREVENT ENDS OF MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE USED IN LIEU OF SPREADER BARS, SEE CISCA zones 3 -4. 3. LIGHT FIXTURES & MECHANICAL SERVICES: ATTACH PER "GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES - SEISMIC ZONES 3 & 4, MAY 2004 (OR MOST CURRENT) BY CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). 4. SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2003, NORTHWEST WALL & CEILING BUREAU'S FIELD TECHNICAL GUIDE #401, ASTM C 635 & ASTM C636, ASCE 7 -02 & CISCA zones 3 -4. 5. SEISMIC SEPARATION JOINTS: FOR CEILING EXCEEDING 2500 SQ. FT., A SEISMIC JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES & PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE, SEE ACSE 7 -02 ITEM 9.6.2.6.2.2D. 6. CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING, SEE ACSE 7 -02 9.6.2.6.2.2 ITEM F. 7. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM, SEE IBC 1621.1.2. RECEIVED CITY OF TUKWILA Lit: 122011 PERMIT CENTER RIC ARCHITECTUR & PLANNING MIL 4419 er us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED ARC HITEC T STEVEN M. RICE STATE OF WASHINGTON Project Number 0 ti 00 00 00 CT) cd 2011021 PERMIT CORRECTIONS ISSUED: 12/07/11 Revision Schedule 3 Permit Corrections 12/7/2011 CEILING DETAILS & SHIPS LADDER SHEET: A7.4A Finish Schedule Number Name North Wall East Wall South Wall West Wall Base Floor 100 VESTIBULE GLASS GLASS GLASS GLASS /PT -1 -- WOM -1 101 WAITING / LOBBY PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 102 RECEPTION PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 103 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 104 WOMEN PT -5 /HPL -1 PT -5 /HPL -1 PT -5 /HPL -1 PT -5 /HPL -1 SELF COVE LINO -1 105 MEN PT -5 /HPL -1 PT -5 /HPL -1 PT -5 /HPL -1 PT -5 /HPL -1 SELF COVE LINO -1 106 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 107 INTERVIEW RM. 01 PT -5 PT -5 PT -8 PT -5 RB -1 CPT -1 108 INTERVIEW RM. 02 PT -5 PT -5 PT -9 PT -5 RB -1 CPT -1 109 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 110 INTERVIEW RM. 03 PT -5 PT -5 PT -10 PT -5 RB -1 CPT -1 111 INTERVIEW RM. 04 PT -5 PT -5 PT -11 PT -5 RB -1 CPT -1 112 OFFICE MNGR. PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 113 SWITCH BOARD PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 114 WORK ROOM PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 115 HALL PT -5 PT -5 PT -5 PT- 5 /PT -X RB -1 CPT -1 116 CONFERENCE 04 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 117 ASSOC. DIRECTOR PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 118 MGNR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 119 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 120 MGNR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 121 SECTION 8 OPEN OFFICE PT -5 PT- 5 /PT -X PT -5 PT -5 RB -1 CPT -1 122 SECTION 8 OPEN OFFICE PT -5 PT- 5 /PT -X PT -5 - PT -5 RB -1 CPT -1 123 SUPPORTIVE HOUSING OPEN OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 124 PROJECT BASED INTAKE OPEN OFFICE PT- 5 /PT -X PT -5 PT -5 PT -5 RB -1 CPT -1 125 CTQ / HQS OPEN OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 126 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 127 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 128 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 129 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 130 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 131 SPRINKLER RISER RM. -- -- -- -- -- CONCRETE 132 OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 133 SW. MAINTENANCE PT -5 PT -5 PT -5 PT -5 -- CONCRETE 134 WEATHER. SECURE STOR. PT -5 -- -- PT -5 -- CONCRETE 136 GENERAL STOR. RM. PT -5 PT -5 PT -5 PT -5 -- CONCRETE 137 SECTION 8 FILE STOR. PT -5 PT -5 PT -5 PT -5 RB -1 CONCRETE 138 STOR. PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 139 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 140 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 141 SECTION 8 FILE STOR PT -5 PT -5 PT -5 PT -5 RB -1 CONCRETE 142 I.T. WORK SPACE / STOR. PT -5 PT -5 PT -5 PT -5 RB -1 CONCRETE 143 SW. MAINTENANCE RECEIVING AREA PT -5 PT -5 PT -5 PT -5 RB -1 CONCRETE 144 SW. MAINTENANCE OPEN OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 145 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 146 OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 147 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 148 WEATHERIZATION SECURE FILE STORAGE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 149 CONFERENCE 06 PT -5 GLASS PT -5 PT -5 RB -1 CPT -1 150 DIRECTOR OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 151 WEATHERIZATION OPEN OFFICE PT -5 PT- 5 /PT -X PT -5 PT -5 RB -1 CPT- 1/WOM -1 152 WEATHERIZATION WORK RM PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 153 CAPITOL CONSTRUCTION WORK RM PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 154 CAPITAL CONSTRUCTION OPEN OFFICE PT -5 PT -5 PT- 5 /PT -X PT -5 RB -1 CPT- 1/WOM -1 155 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 156 MNGR. OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 157 DIRECTOR OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 158 HALL PT -5 PT- 5 /PT -X PT -5 PT -5 RB -1 CPT -1 159 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 160 CONFERENCE 05 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 161 OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 162 CAFE PT -5 PT -5 PT -8 PT -5 RB -1 CPT -1 163 WOMEN'S SHOWER PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -1 164 WOMEN'S LOCKER RM. PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -1 165 WOMEN'S RESTROOM PT -5 /HPL -1 PT -5 /HPL -1 PT -5 /HPL -1 PT -11 SELF COVE LINO -1 166 MEN'S SHOWER PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -1 167 MEN'S LOCKER RM. PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -1 168 MEN'S RESTROOM PT -5 /HPL -1 PT -8 PT -5 /HPL -1 PT -5 /HPL -1 SELF COVE LINO -1 169 QUIET RM. 03 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 170 QUIET RM. 02 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 171 QUIET RM. 01 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 172 JAN FRP- 1 /PT -5 FRP- 1 /PT -5 PT -5 PT -5 SELF COVE LINO -2 173 CAFE PT -5 PT -5 PT -8 PT -5 RB -1 CPT -1 174 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 175 KCHA SHARED CONFERENCE 01 PT -5 PT -5 PT -5 GLASS /PT -5 RB -1 CPT -1 176 TRAINING PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 177 CONFERENCE 03 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 178 CONFERENCE 02 PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 179 KCHA SHARED LOUNGE PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -2 180 KCHA SHARED KITCHEN PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -2 181 KCHA SHARED DINING PT -5 PT -5 PT -5 PT -5 SELF COVE LINO -2 182 OFFICE PT -5 PT -5 PT -5 PT -5 • RB -1 CPT -1 183 OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 184 DIRECTOR OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 185 OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 186 RESIDENT SERVICES OPEN OFFICE PT -5 PT -5 PT -X PT -5 RB -1 CPT -1 187 OFFICE PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 188 VESTIBULE PT -5 PT -5 PT -5 PT -5 RB -1 WOM -1 189 VESTIBULE PT -5 PT -5 PT -5 PT -5 RB -1 WOM -1 190 HALL PT -5 PT -5 PT -5 PT -5 RB -1 CPT -1 M100 MECH. / ELEC. MEZZANINE REVIEVD FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RI. ARCHITECTURE &:PLANNING MIL 4419 er!us ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com REGISTERED TEC T E N RIRICE STATE OF WASHINGTON ri) d) L as 0 O ti co co rn cd Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule FINISH SCHEDULE & NOTES RECEIVED OCT 18 2011 PERMITCENTER SHEET: A7.5 Oofeme: Oc %ber 14 2011 J17p.in. Awe PLOT Sco %• 1 =1 Loyerse1 none General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) CRITERIA: 1. ALL MATERIALS, WORKMANSHIP, DE5I6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) WITH WASHIN6TON STATE ADMINISTRATIVE CODE AMENDMENTS, 2001 EDITION. 2. THE EXISTING STRUCTURE HAS NOT BEEN EVALUATED OR STREN6THENED TO CONFORM TO CURRENT SEISMIC CODE REQUIREMENTS AS PART OF THIS PROJECT SCOPE. 3. DE5I6N LOADING CRITERIA: OCCUPANCY CATEGORY IBC TABLE 1604.5 . . . . . . . . II ROOF SNOW LOAD 25 PSF (Is = 1.0) FLOOR LIVE LOAD (MEZZANINES) 40 PSF MECHANICAL UNITS SEE DRAWIN65 FOR MAXIMUM ALLOWABLE WEIGHTS WIND . . . . . . . . . . . . . . . . 85 MPH, EXPOSURE "B", IW = 1.0, Kzt = 1.0 WIND (CLADDING /ENCLOSURE ELEMENT DE5I6N PRESSURES) . . 18 P5F MAX. AT WALLS, 22 P5F 6R055 UPLIFT AT ROOF WIND PRESSURES BASED ON LESS THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF EDGES (EXCLUDING CORNER ZONES AT ROOF). REDUCED DESIGN PRESSURES MAY BE CALCULATED IN ACCORDANCE WITH ASCE 1 -05 CHAPTER 6. SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDIN6 AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT I5 THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC.) AMONGST ALL TRADES, INGLUDIN6 SHOP FABRICATED ITEMS. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTIN6 CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS 6UIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORI6INAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWIN65, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWIN65. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 8. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITIN6 TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON 5HOP DRAWIN65 ONLY WILL NOT SATISFY THIS REQUIREMENT. 1. DRAWIN65 INDICATE 6ENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 10. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFAGTURIN6, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACC/ORANGE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWINGS SHALL BE DESI6NED BY A PROFESSIONAL EN6INEER REGISTERED IN THE STATE OF WASHINGTON. THE MECHANICAL CONTRACTOR MUST HIRE THE ENGINEER AND I5 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND - INSTALLATION OF SEISMIC BRACIN6 AND ANGHORA6E. SEISMIC BRACING AND ANCHORAGE DE5I6N AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 1 -05. SEE GENERAL STRUCTURAL NOTE 14 FOR ADDITIONAL INFORMATION. 12. SHOP DRAWINGS FOR REINFORGIN6 STEEL STRUCTURAL STEEL, METAL DEGKIN6, GOLD - FORMED METAL FRAMING, AND GLUED LAMINATED MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 13. SHOP DRAQIN6 REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWIN65 PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT GHAN6E ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DE5I6N CONCEPT BY INDICATING WIHIGH MATERIAL I5 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. STATEMENT OF SPECIAL INSPECTIONS (STRUCTURAL): 14. STATEMENT OF SPECIAL INSPECTIONS - STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D): DEFINITIONS: THE SEISMIC FORGE RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS PRIMARILY OF EXISTING CONCRETE SHEAR WALLS AND EXISTING ROOF DIAPHRA6M5 SPECIFIED ON THE DRAWIN65. SEE THE LE6END OF PLAN SHEETS FOR ADDITIONAL INFORMATION DEFINING MEMBER LOCATIONS. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 11 OF THE IBC WITH REPORTS PER IBC SECTION 1104.1.2 SUBMITTED TO THE OTHER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDIN6 OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING I5 PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE STRUCTURAL STEEL FABRICATION AND ERECTION* FABRICATION PROCEDURES PERIODIC ERECTION PERIODIC SHOP AND FIELD WELDING CONTINUOUS (PERIODIC FOR ITEMS EXCEPTED HIGH- STRENGTH BOLTING GOLD - FORMED STEEL FRAMING FIELD WELDIN6 FASTENERS, BOLTS, STRAPS, HOLDOWNS, ETC. PER IBC 1104.5 ITEM 2) PERIODIC (CONTINUOUS WHERE REQUIRED PER IBC 1104.3.3.3) PERIODIC PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF THE SEISMIC AND WIND FORGE RESISTIN6 SYSTEM INGLUDIN6 DIAPHRA6M5, 5HEAR WALLS, STRUTS, 4 HOLDOWNS CONCRETE (SEE GENERAL STRUCTURAL NOTE 21 FOR ADDITIONAL REQUIREMENTS) ** REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS CONCRETE PLACEMENT * ** CONTINUOUS GURIN6 4 FORMWORK PROCEDURES PERIODIC WOOD FASTENERS, BOLTS, STRAPS, HOLDONNS, ETC. EXPANSION BOLTS 4 INSERTS EPDXY 6ROUTED RODS OR REBAR SOIL COMPACTION PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF THE SEISMIC AND WIND FORGE RESISTING SYSTEM INGLUDIN6 DIAPHRA6M5, 5HEAR WALLS, STRUTS, 4 HOEDOWNS PERIODIC INGLUDIN6 TORQUE TESTS IN ACCORDANCE WITH APPROVED ICG -ES REPORTS PERIODIC INCLUDING INSPECTION OF EMBEDMENT DEPTH AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS CONTINUOUS 1104.2.1 4 TABLE 1104.5 ITEM 3 1104.3.2 4 TABLE 1104.3 ITEM 6 1104.3.1, TABLE 1104.3 ITEM 445, 1101.2, 4 AISG 341 -05 APPENDIX Q 1104.3.3 4 TABLE 1104.3 ITEM 142 1104.3, 1101.4 4 ANS D1.3 1101.4 ** 4 1106.3 TABLE 1104.4 ITEM 1 TABLE 1104.4 ITEM 3 TABLE 1104.4 ITEM 5,641 TABLE 1104.4 ITEM 8,11412 1101.3 4 1106.2 *1 (SEE 1104.6.1 FOR ADDL. REQUIREMENTS AT HIGH LOAD DIAPHRAGMS) TABLE 1104.4 ITEM 4 TABLE 1104.4 ITEM 4 1104.1 1 STRUCTURAL STEEL INSPECTIONS MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDING OFFICIAL FOR WORK PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1104.2.2. ** EXCEPTIONS 1 THIRD 4 PER IBG SECTION 1104.4 SHALL NOT APPLY TO CONCRETE WORK ON THIS PROJECT. 1 *1 FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH AGI 318 -08 SECTION 5.6.2 UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. UU *1 THE EXCEPTION FOR SHEATHING FASTENED AT A SPACING GREATER THAN 4 "oc SHALL NOT APPLY TO WOOD OR METAL FRAMIN6 ON THIS PROJECT. ARCH. MECH, 4 ELEG ITEMS EXTERIOR WALLS 4 GLADDIN6 SUSPENDED CEILIN65 PARTITION WALLS STEEL STORAGE RACKS GLAZING SYSTEMS LIFE SAFETY COMPONENTS INGLUDIN6 FIRE PUMPS, EMER6ENGY 6ENERATORS, SMOKE EVACUATION FANS (Ip =1.5 PER ASCE 1 -05 SECTION 13.1.3) INSTALLATION AND ANCHORAGE OF SPRINKLER SYSTEMS, FIRE PUMPS, EMER6ENGY 6ENERATORS (Ip :1.5 PER ASGE 1 -05 SECTION 13.1.3) ALL OTHER MECHANICAL AND ELECTRICAL COMPONENTS SEISMIC DE5I6N REQUIREMENTS (ASGE 1 -05 CHAPTER 13) ASGE 1 -05 SECTION 13.5.3 ASGE 1 -05 SECTION 13.5.6 ASCE 1 -05 SECTION 13.5.8 ASCE 1 -05 SECTION 15.5.3 ASGE 1 -05 SECTION 13.5.q ASGE 1 -05 SECTION 13.6 AND IBC 1108.4 PERIODIC SPECIAL INSPECTION AS SPECIFIED PER IBC CHAPTER 11 REQUIRED FOR WALL FRAMIN6, FOR FASTENIN6 OF CLADDIN6 EXGEEDIN6 5 For (IBC 1101.6) INSPECTIONS PER IBC SECTION 110 AND ASGE 1 13.5.6.2.2 A5 REQUIRED REQUIRED DURING ERECTION AND FASTENIN6 FOR WALLS > 15 P5F (IBC 1101.6) REQUIRED FOR ANCHORA6E OF RACKS > 8 FEET IN HEI6HT (IBC 1101.5) NOT REQUIRED REQUIRED FOR VERIFICATION OF CERTIFICATE OF COMPLIANCE LABEL ON COMPONENT (IBC 1707.8) ASCE 1 -05 SECTION 13.6 AND REQU I RED (IBC 1101.1 4 1101.8) IBC 1108.4 ASCE 1 -05 SECTION 13.6 NOT REQUIRED STRUCTURAL OBSERVATION PER IBC SECTION 1110 I5 NOT REQUIRED FOR THI5 STRUCTURE. CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH IBC SECTION 1101 TO THE BUILDIN6 OFFICIAL AND OWNER PRIOR TO CONSTRUCTION ACKNOWLEDGING THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. GEOTEGHNIGAL: 15. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND SOIL PROFILE TYPE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED 6EOTECHNIGAL EN6INEER. IF 50IL5 ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDE5I6N. FOOTIN65 SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED 6RADE. SPECIAL INSPECTOR SHALL CONFIRM THAT TOPSOILS, POOR FILL MATERIALS, AND OR6ANICS ARE NOT PRESENT IN THE EXPOSED SUB6RADE. UNLESS OTHERWISE NOTED, FOOTIN65 SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE 2,500 PSF (PER ORI6INAL DRAWIN65) SOIL PROFILE TYPE SITE GLASS D ANCHORAGE: 16. EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING: "KWIK BOLT TZ" AS MANUFACTURED BY HILTI, INC. AND INSTALLED IN STRICT ACCORDANCE WITH IGC -E5 REPORT NO. 1111 AND MANUFACTURER'S INSTRUCTIONS; OR "STRON6 -BOLT" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH ICC -E5 REPORT NO. 1111 AND MANUFACTURER'S INSTRUCTIONS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICG -ES REPORTS INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -E5 ACCEPTANCE CRITERIA AC113. SPECIAL INSPECTION I5 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY EN6INEER IF BOLT LOCATIONS CONFLICT WITH REINFORGIN6 STEEL - DO NOT GUT REINFORCIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTHS FOR EXPANSION BOLTS INTO CONCRETE: 1/2 ". EXPANSION BOLTS 3 -1/8" 5/8 ". EXPANSION BOLTS 5 -1/8" 5/4 ". EXPANSION BOLTS 5 -3/4" 11. DRIVE PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE ITN RAMSET /RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.145" DIAMETER UNLESS OTHERWISE NOTED), OR AN APPROVED EQUIVALENT IN STREN6TH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 1111. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE ED6E. 18. EPDXY- 6ROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH ONE OF THE FOLLOWING: "SET -XP ADHESIVE" AS MANUFACTURED BY SIMPSON STRON6 -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICG -E5 REPORT NO. 2508, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS; OR "HIT -RE 500 -5D" AS MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICG -E5 REPORT N0. 2322, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGG -E5 REPORTS INDICATIN6 EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -E5 ACCEPTANCE CRITERIA AG308. PERIODIC SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION 15 REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORCIN6 STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORGIN6 STEEL - DO NOT GUT REINFORGIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 1/2 ". ROD OR #3 BAR 4" 5/8 ". ROD OR #4 BAR 5" 3/4110 ROD OR #5 BAR 1" 1q. CONCRETE SCREW ANCHORS SHALL BE "TITEN HD" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 2113 AND MANUFACTURER'S INSTRUCTIONS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC -E5 REPORTS INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -E5 ACCEPTANCE CRITERIA AG113. SPECIAL INSPECTION I5 REQUIRED .FOR ALL CONCRETE SCREW ANCHOR INSTALLATION. CONCRETE SCREW ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS OR EXPANSION BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. NOTIFY ENGINEER IF SCREW ANCHOR LOCATIONS CONFLICT WITH REINFORCIN6 STEEL - DO NOT CUT REINFORGIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. RENOVATION: 20. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE GOMMENCIN6 ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTIN6 CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTIN6 REINFORGIN6 SHALL BE SAVED WHERE AND AS NOTED ON THE DRAWIN65. SAW GUTTIN6, IF AND WERE USED, SHALL NOT GUT EXISTING REINFORCING WHICH I5 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMA6E OR OVERLOAD THE EXISTIN6 STRUCTURE. LIMIT CONSTRUCTION LOADING (INGLUDIN6 DEMOLITION DEBRIS) ON EXISTIN6 FLOOR SYSTEMS TO 40 PSF (20 P5F AT ROOFS) . A. ALL NEW OPENIN65 THROUGH EXISTIN6 MASONRY OR CONCRETE WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWGUTTIN6 WHEREVER POSSIBLE. UNLESS OTHERWISE NOTED, ALL NEW OPENIN65 SHALL BE SAWCUT NEAT AND GLEAN; NO OVERCUTTIN6 AT OPENIN6 CORNERS SHALL BE ALLOWED. AS REQUIRED, GORE DRILL CORNERS AND CHIP, 6RIND OR CUT THE CORNERS TO PROVIDE THE REQUIRED DIMENSIONS. B. CONTRACTOR SHALL VERIFY ALL EXISTIN6 CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTIN6 ANY OPENIN65. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLIN6, IF POSSIBLE. CONCRETE: 21. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1gO5 AND AGI 301. CONCRETE SHALL ATTAIN A 28 -DAY STREN6TH OF f'c = 5,000 P5I (4,000 P5I AT INTERIOR 5LAB5 AND 4,500 P5I AT ALL CONCRETE EXPOSED TO WEATHER). MAXIMUM WATER- GEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL BE BETWEEN 0.40 AND 0.44. ALL CONCRETE SHALL BE EXPOSURE GLASSES F0, 50, P0, AND CO PER AGI 318 -08 TABLE 4.2.1 EXCEPT AS NOTED BELOW. ALL CONCRETE EXPOSED TO EARTH (FOUNDATIONS, ETC.): (FO, 50, P0, 01) ALL CONCRETE EXPOSED TO WEATHER: (F1, 50, P0, C1) CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE EN6INEER AND BUILDIN6 OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLAGIN6 ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITOUS MATERIAL, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURES, AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STREN6TH DATA IN ACCORDANCE WITH AGI 318 -08, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE EN6INEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 22. REINFORCING STEEL SHALL CONFORM TO ASTM A615, 6RADE 60, fy = 60,000 P5I. 6RADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCEMENT GOMPLYIN6 WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDIGATIN6 CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 -18 ARE SUBMITTED. WELDED WIRE FABRIG SHALL CONFORM TO ASTM A185. 23. REINFORGIN6 STEEL SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 -11 AND 318 -08. LAP ALL CONTINUOUS REINFORCEMENT ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTIN6 INTERSECTIONS. LAP CORNER BARS ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LAR6ER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318 -08, GLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWIN65 OR APPROVED BY THE STRUCTURAL ENGINEER. 24. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST A6AINST AND PERMANENTLY EXPOSED TO EARTH 5" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER ( #6 BARS OR LAR6ER). . 2" ( #5 BARS OR SMALLER). . 1 1/2" SLAB -ON -GRADE BOTTOM REINFORGIN6 (WITH VAPOR BARRIER BELOW) 1 1/2" SLABS AND WALLS (INTERIOR FADE) GREATER OF (BAR DIAMETER PLUS 1/8 ") or . . 3/4" 25. CAST -IN -PLACE CONCRETE: OEC ARCHITECTURAL DRAWIN65 FOR ALL 6ROOVES, NOTCHES, CHAMFERS, FEATURE STRIP5, DOLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 26. BONDIN6 AGENT SHALL BE "GONGRESIVE LIQUID LPL" BY GHEMREX, INC. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONCRETE I5 PLACED A6AINST PREVIOUSLY PLACED OR EXISTIN6 CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXISTIN6 SURFACES. 21. NON - SHRINK 6ROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6ROUT STREN6TH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM). SHEET INDEX: 51.1 6ENERAL STRUCTURAL NOTES 4 SHEET INDEX 51.2 6ENERAL STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN 53.1 CONCRETE DETAILS 55.1 TYPICAL STEEL DETAILS 55.2 FRAMIN6 DETAILS 55.3 MISC. DETAILS 55.4 PARTIAL FRAMIN6 PLANS 4 CANOPY DETAILS 51.1 METAL STUD DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 23 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERIIITCENTER • RIC ARCHITECTURE &PLANNING MIL er US ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CPL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 - F. 206/343-5691 PROJECT #: Gn ci co 0 L CD CD ti 5110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: GENERAL STRUCTURAL NOTES & SHEET INDEX N.T.S. SHEET: Fri, 14 Oct 201 1 - 3:27pm General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) STEEL: 28. STRUCTURAL STEEL E516N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65-ALLONABLE STRESS AND PLASTIC DE516N, OR LOAD AND RESISTANCE FACTOR DE516N SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65. 2. CODE OF STANDARD PRACTICE FOR STEEL BU AND BI PS, ADOPTED MARCH 18, 2005. IN REFERENCE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DESI6N DRAWINGS) SHOW COMPLETE CONNECTION DETAILS FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESI6N -BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUESTED BY THE FABRICATOR SHALL BE SUBMITTED TO THE EN6INEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP DRAWIN65. IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL ALSO REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWIN65 TO DETERMINE PAINTING AND 6ALVANIZIN6 REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MASONRY OR TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR 6ALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO HELDIN6. IN REFERENCE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DESIGN DRAWIN65 AND SPECIFICATIONS, THE DESIGN DRAWIN65 60VERN. IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT ASSUME BID PACKAGES CONSTITUTE RELEASING THE DRAWIN65 FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OWNER. 3. SPECIFICATION FOR STRUCTURAL JOINTS USIN6 ASTM A325 OR A4q0 BOLTS. CONTRACTOR SHALL ALSO COMPLY WITH OSHA RE6ULATION 2c1 CFR PART 1c126 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR GUYING GABLE ATTACHMENTS, TEMPORARY JOIST BRACIN6, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, 6UY5, OR TEMPORARY BRACING AS REQUIRED FER SECTION 1q26.155. 2q. STRUCTURAL STEEL, INCLUDIN6 PLATES, ANGLES, CHANNELS, AND RODS, SHALL CONFORM TO ASTM A36, Fy = 36 K51. HIVE FLAN6E AND NT STEEL SHAPES SHALL CONFORM TO ASTM Aqq2, Fy = 50 K51. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, 6RAPE B, Fy = 35 K5I. STRUCTURAL TUBIN6 (Hai) SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 K5I. ANCHOR BOLTS SHALL CONFORM TO ASTM A301 AND CONNECTION BOLTS SHALL CONFORM TO ASTM A325-N. 30. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE A150 CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6ES, SECTION 6.4 AND ASTM SPECIFICATION M. UNLESS SPECIFICALLY ALLOWED BY THE EN6INEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. 31. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.5.0. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6E5, ADOPTED MARCH 18, 2005. ANY STEEL THAT 15 TO BE EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. 32. BOLTS IN CONNECTIONS NOT SPECIFIED AS SLIP-CRITICAL NEED ONLY BE TIGHTENED TO THE 5NU6 TIGHT CONDITION. THE 5NU6 TIGHT CONDITION 15 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. ALL SLIP-CRITICAL CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATIN6 TYPES (SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR CLASS A FAYIN6 SURFACES. 33. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE OR MASONRY SHALL BE AS FOLLOWS, UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS: MAXIMUM HOLE DIA. OVER NOMINAL BOLT DIA. ANCHOR TYPE OTHER THAN COL. BASE PLATES COL. CAST-IN-PLAGE ANCHOR BOLTS 1/16" * TABLE 14-2 OF EXPANSION BOLTS 1/16" * EPDXY &ROUTED BOLTS 1/8" * BASE PLATES AISC STEEL CONSTR. MANUAL, 13TH ED. 5/16" 5/16" * USE OF LARGER HOLES WOULD REQUIRE THE USE OF WELDED PLATE HASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL EN6INEER. HARDENED OR COMMON PLATE MASHERS ARE REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER ENTIRE HOLE. MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCE WITH TABLE 14-2 OF THE AI% STEEL CONSTRUCTION MANUAL, 13TH EDITION. 34. ALL WELDIN6 SHALL BE IN CONFORMANCE WITH A.1.5.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USIN6 E10XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY A.W.5.) SHALL BE USED. DO NOT PAINT OR 6ALVANIZE AREAS OF PIECES TO BE FIELD MELDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO WELDIN6. WELDIN6 OF 6RADE 60 REINFORGIN6 BARS (IF REQUIRED) SHALL BE PERFORMED USIN6 LON HYDRO6EN ELECTRODES. WELDIN6 WITHIN 4" OF GOLD BENDS IN REINFORCIN6 STEEL 15 NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF MELDED BARS. THE HELD SYMBOLS SHOWN ON THE DRAWIN65 ARE INTENDED ONLY TO AIDE THE CONTRACTOR IN THE DETERMINATION OF FIELD VERSUS SHOP KELDIN6. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO GOORDINATE THE FINAL DETERMINATION OF FIELD VERSUS SHOP MELDS TO ACCOMMODATE THE CONSTRUCTION SEQUENCIN6 OF THE PROJECT. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM OrIARPY V -NOTCH TOU6HNESS OF 20 FT. -1.35. AT 0 DE6REES F, AS DETERMINED BY ANS CLASSIFICATION OR MANUFACTURER CERTIFICATION. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 35. METALROOFDECKIN6: PROVIDE SIZE, TYPE, GAGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS. ALTERNATES MUST BE CONNECTED AGGORDIN6 TO PUBLISHED I GG -ES CRITERIA FOR DIAPHRA6M SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANIJFAG1URER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. SUBMIT DECK INFORMATIONTOARCHITECTANDEN6INEERPRIORT013E6INNINGSHOPORAWIN65. 36. GOLD-FORMED STEEL FRAMIN6 MEMBERS SHALL BE OF THE SHAPE, SIZE, AND 6A6E SHOWN ON THE DRAWIN65. NOTATIONS ON THE DRAWIN65, RELATING TO MEMBER 'TYPES AND SIZES OR MISCELLANEOUS FRAMIN6 ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY SGAFGO CORPORATION, SPOKANE, WA. PRODUCTS BY OTHER MEMBERS OF THE "STEEL STUD MANUFACTURER'S ASSOCIATION" MAY BE SUBSTITUTED FOR FRAMIN6 SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STREN6TH, AND CONFORM TO ICC -E5 REPORT NO. 4q43. ALTERNATE FRAMIN6 SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL EN6INEER PRIOR TO FABRICATION. ALL COLD-FORMED STEEL FRAMING SHALL ALSO CONFORM TO THE A.I.5.1. "SPECIFICATION FOR THE DESI6N OF COLD-FORMED STEEL STRUCTURAL MEMBERS." SEE 30/51.1 FOR METAL FRAMIN6 NOTES. WOOD: 31. FRAMIN6 LUMBER SHALL BE KILN DRIED OR MC -1q, AND 6RADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD 6RADIN6 RULES FOR WEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWIN6 MINIMUM STANDARDS: JOISTS: (2x MEMBERS) BEAMS: DOU6LAS FIR NO. 2 MINIMUM BASIC DESI6N STRESS, rb = G100 P5I, Fv = 180 P5I, E = 1600 K5I (3x AND 4x MEMBERS) • DOU6LAS FIR NO. 1 MINIMUM BASIC DESI6N STRESS, Po = 1000 P5I, Fv = 180 P5I E = 1100 K5I DOU6LAS FIR NO. 1 (INCLUDIN6 6x AND LARGER MEMBERS) MINIMUM BASIC DESI 6N STRESS, Po = 1350 P5I, Fv = 110 P5I, E = 1600 K51 38. ROOF, FLOOR 4 WALL SHEATHIN6 SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD OR ORIENTED STRAND BOARD (05B) IN CONFORMANCE WITH IBC SECTION 2503.1.4. SHEATHIN6 SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS DOC P5 1-01, P5 2-04, OR APA PRP-108, PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWIN65 FOR THICKNESS, SPAN RATIN6, AND NAILIN6 REQUIREMENTS. UNLESS OTHERWISE NOTED, HALL SHEATHIN6 SHALL BE 1/2" (NOMINAL) WITH SPAN RATIN6 OF 24/0. 5q. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRON6-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATAL06 NO. C-2001 . ALTERNATE CONNECTORS CONFORMIN6 WITH IBC SECTION 1116 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL EN6INEER. A CURRENT ICC-E5 REPORT AND A LIST STATIN6 THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR ALL EN6INEERIN6 COSTS RELATING TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARIN6 ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME 6RADE (MINIM* AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HAN6ERS, UNLESS OTHERWISE NOTED. 40. WOOD FRAMIN6 NOTES: THE FOLLOWIN6 APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: A. ALL HOOD FRAMIN6 DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILIN6 SHALL CONFORM TO IBC TABLE 2304.q.1 OR CURRENT ICC -ES REPORT NER -212. COORDINATE THE SIZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL HASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARING ON WOOD. INSTALLATION OF LA6 SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1.3, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2005 NDS SECTION 11.1.2. B. FLOOR SHEATHIN6: FLOOR SHEATHIN6 SHALL BE LAID UP WITH 6RAIN PERPENDIGULAR TO SUPPORTS AND NAILED/SCREWED AS SHOWN ON THE DRANIN65. ALL FLOOR SHEATHIN6 ED6E5 SHALL HAVE APPROVED TON6UE-AND-6ROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOGKIN6. ALLOW 1/8" SPACIN6 AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHIN6. C. NAILIN6: MINIMUM NAIL DIAMETER AND LEN6TH SHALL BE AS FOLLOWS: SHEATHIN6 NAILS FRAMIN6 NAILS NAIL SIZE ON DRANIN65 DIAMETER AND LEN6TH 8d 10d 0.131" x 2 1/4" 0.148" x 2 1/2" 10d 0.148" x 3" 16d 0.148" x 3 1/4" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMITCENTER • RIC ARCHITECTURE &PLANNING er MIL ER 262 4th Street Bremerton, WA 98337 (360) 377-8773 FAX 792-1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - RATE 300 P: 206/343-0460 SEATTLE, WA 98101 P. 206/343-569 PROJECT #: 5110134-01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: GENERAL STRUCTURAL NOTES N.T.S. SHEET: S1.2 Fri, 14 Oct 201 1 - 3:27pm Oofe/rrne.• Oc /a y 14, 2011 ..127 p.m. Obi,: PLOT Sco %• 1 =1 toyer-sot. none U 220' -0" 37' -6" 37' -6" 37' -6" i 37' -6" i 24' -0" i 22' -0" 24'-0" i I' -6" I' -b" TYP. - GREATER AT COLS. PJ PJ GONG. WALL INFILL PER I2/S3.I GONG. L INFILL PER 12/ %.I PJ SEE 12/55.4 FOR MEZZ. FLOOR FRAMING ABOVE 5W 2' 0" IN. GOORD. W/ A-! PLAN NOTE 2 SLAB TRENCHING $ SLAB INFI ' L FOR UTILITIES TYP. - GOORD. MEGH'L $ ELECT'L 18/53.1 NOTE 4 0_ GONG- PER 12 WALL INFILL 3.1 1' -6" TYP. - GREATER AT COLS. 2' 0" MIN. GOORD. W/ ARGH'L n PJ PLAN NOTE 2 CONCRETE WALL INFILL PER 12/53.1 bi - II -/ R TYP GREATER AT COLS. PJ 2' -0" MIN. TO EDGE OF GONG. - WORD. W/ ARGH'L PLAN NOTE 2 SEE IS FOR MEZZ. FLOOR FRAMING ABOVE PJ II -6" MIN. TO EDGE OF CONCRETE FROM FACE OF WINDOW SYSTEM - GOORD. W/ ARGH'L PLAN NOTE 2 EPDXY DOWEL HORIZ. REINF. OF 24/53.1 INTO EX. CONCRETE, TYP. b +b +�� s r-3" PLAN NOTES: I. SLAB ELEVATION SHALL BE AS SHOWN IN PLAN. SLAB -ON -GRADE SHALL BE 5" THICK WITH 6x6 W2.ax1N2.a WWM AT CENTER U.O.N. PROVIDE VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES FREE - DRAINING GRANULAR FILL PER SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS. 2. DEMO. WALL PER ARCH'L - PROVIDE WALL STRENGTHENING, PER 18/55.3 U.O.N. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT LOCATIONS MUST BE APPROVED BYTHE ARCHITECT. SE 6/53.1 . 4. 4 CLIPS ATTACHING THE COLUMNS TO THE WALL PER 18/55.3 SHALL BE SPACED @ 14 "oc ABOVE THE NEW WALL OPENING. LEGEND: x'-x" EX. TOP OF SLAB ELEVATION EX. TOP OF SLAB ELEVATION CONCRETE SLAB - SEE PLAN NOTE I - MATCH EXISTING SLAB THICKNESS AT INFILL CONDITIONS, U.O.N. EX. CONCRETE THIS LEVEL = CONCRETE WALL INFILL PER 12/53.1 5W PJ SHEAR WALL THIS LEVEL PER SCHEDULE OF 24/57.1 PRECAST PANEL JOINT FOUNDATION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION 11 RECEIVED OCT 18 2011 PERMITCENTER NOTE: ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD MEASUREMENTS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK. NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN. SCALE: I /8 " =1' -0" RIC ARCHITECTURE &PLANNING MIL 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 CO CO CO 0) 3 • PROJECT #: S110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: FOUNDATION PLAN SHEET: KED S2 t 1 V511: I1 -/�11 Fri, 14 Oct 2011 - 3:28pm ' P ✓C Oole/Time.• Oc %ber 14 20// JO p.m. Weir PLOT Sco %• 1 =1 Loyerset• none 220' -0" 3-P-6" PJ PJ / .1 37' -6" 37' -6" 31I-6" PJ PJ PJ PJ PJ PJ EX. 6L 51x27 EX 6L 54x27 -° r L 4x6 Uu IPJ PJ PJ EX. GL 51x12 5/55.2 [L] EX bL 51x12 EX. a 5447 r ADD (2) PANEL CONNECTION It'S PER 11/55.3 ABOVE THE OPENING PJ 4x6 4x6 ;; 4x6 ci c4 IX 4x6 PJ EX. 6L 51x21 do EX. 6L 516x27 PJ Q m iv 0 0 171_011 I' -0" /55.2 -a EX bL 51Sx12 do 21/55.2 AT BRACE INTERSECTION l'-0" 23/553 SIM. STRENGTyiENl�i PLR PLATE 23. PLATE R 23/553 EX bL 516x12 EX 6L 54x27 FRAME (2)2x6 AROUND MISC. OPENINGS W/ HU HANGERS, TYP., U.O.N. - SEENOTE2 x r L FJ—I EX. &L 54x221 r —1 L -_ - - -J r L EX bL 5I5TERED 2x14 JOIST TO EX. JOIST PER 30/55.3 54x22!1 ERV UNIT HI NG BELOW TOTAL MAX. WT. = 400Ibs. EA. - SEE NOTE 3 4 w / 24'-0" 0rY3 PLAN NOTE 2 ] ON 52.1 0/55.3 i 22'-0" PJ i 24' -0" PJ / --- GI2x20.1 [L] EX. 4x16 do do do do Cl2x20.1 [L] EX. 4x16 do O do x PJ (4) MEGH'L UNITS TOTAL MAX. WT. = 100 lbs. EA. I I I I I I I I I L_ I I I I I I I I L– J 2q/S5.3 TYP. NOTE EX. bL 54x27 2q/55.3 TYP. FRAME 4x8 AROUND ME I H'L UNITS W/ HU HANGERS, TYP. - SEE NOTE 2 do FRAME 4X8': AROUND - SKYLIGHT OPENINGS W, HU HANGERS TYP. - SEE NOTE 2 1455 3x3x%4 DIAGONAL BRACE TO VESTIBULE ROOF -° SIMPSON WPU HANGER EA. END - (2) LOCATIONS HS5 5x5xI4 [Iq'_2"] 23/55.2 V HS5 3x3x!4 DIAGONAL BRACE TO VESTIBULE ROOF H55 5x5x14 pa' -2 "] 16/55.2 HSS 3x3x1/4 DIAGONAL BRAGS TO VESTIBULE H55 3x3xI4 DIAGONAL BRA PER 28/55.2 [1 S B.O. EX. SHEATHING EX 6L 51647 SEE q/55.4 FOR VESTIBULE ROOF FRAMING PLAN zs/sss > rn. 2"47 PIPE TYP. PLAN NOTES: EL. = 18' -534" (FIELD VERIFY) B.O. SHEATHING EL. = IS' -I" (FIELD VERIFY) T.O. EX. WALL EL. = 22' -0" (FIELD VERIFY) -J EX. &L 51x2 4- x 4 5HEATHINb do FRAME 4x8's AROUND SKYLIGHT OPENINGS W/ HU HANGERS, TYP. - SEE NOTE 2 do 'v-- GI2x20.1 [L] do E)( 4x16 do O 0 4 r 0 x 4x6 5 MC 10x22 TYP. ALONG THIS LINE I. EXISTING 4x JOIST FRAMING TO REMAIN AT NEW SKYLIGHT OPENINGS AND EXTEND THROUGH OPENING, TYP. 2. ALL ADDED BEAMS SHALL BE CLIPPED TO THE EXISTING SHEATHING PER 24/55.3 . 3. ERV UNITS LOCATED PER MECH'L, BUT SHALL BE CENTERED BETWEEN EXISTING 4x JOISTS. 4. ROOF DECKING SHALL BE I" DEEP x 20GA., U.O.N. SEE 12/55.1 FOR PROPERTIES 4 ATTACHMENT REQUIREMENTS. 5. STEEL MEMBERS SHALL BE SPACED EQUALLY AS SHOWN, U.O.N. EX 2x6 ®24 "x,TYP. LEGEND: do 4 PER 6/55.3 GI2x20.1 [L] do do do EX. 4x16 x x do do PJ do do 'r PJ PJ do do do do do PJ EX. 4x16 EX. 4x16 O 0 in PJ !O.N. EX. CONCRETE THIS LEVEL HIGH, MIDDLE, LOW TOP OF STEEL BEAM ELEVATION TOP OF STEEL EQUALS BOTTOM OF METAL DECK CHANNEL HEADER PER PLAN 4 DETAILS ABOVE NEW WALL OPENING PJ PRECAST PANEL JOINT PJ PJ 0 cn REVIEWED FOR CODE DS APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMIT CENTER NOTE: ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD MEASUREMENTS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK. NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN. COROOF FRAMING PLAN SCALE: I/8' =I' -0" • RIC ARCHITECTURE &PLANNING C7"US MIL ER' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F.. 206/343 -5691 A O t '15° x Q cp ar) Q w O 41- vimm = O o V � C7) PROJECT #: S110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: ROOF FRAMING PLAN SHEET: le= II_o8 ED S2.2 Fri, 14 Oct 201 1 - 3:28pm October 14 2011 J28 p.m. 1 2 3 4 SECOND POUR NOTE: PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS SLAB INTO RECTANGULAR AREAS OF 225 SQUARE FEET BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. FIRST POUR �� TO BE APPROVED BY THE ARCHITECT. ON GRADE TO BREAK OR LE55. AREAS TO JOINT LOCATIONS << X "KEYED 143" 116" PREMOLDED SLAB -ON PER PLAN -GRADE BURKE JOINT - STOP I" CLEAR OF SIDE KOLD" SLAB -ON -GRADE REINFORCING PER PLAN JOINT EACH x CONT. MASTIC STRIP. (JOINT SAW -GUT CONTRACTOR'S JOINT MAY BE AT OPTION) X X X X X X X X X X % XJ alTo° _— °IIIEIII Ji/ X21• o •Z� =- III=_ __ v7,■i,,t . o _ r =— III=— _•..aoh - :, o •j• III =_III°_ PLASTIC VAPOR BARRIER GUT ALTERNATE PLASTIC VAPOR BARRIER AND COMPACTED WIRES AT JOINT AND COMPACTED GRANULAR FILL PER GRANULAR FILL PER SPECIFICATIONS SPECIFICATIONS CONSTRUCT /ON JO /NT CONTROL JO /NT 3803 7 8 9 10 11 #5 @ I6 "oc IN EPDXY °e .'. GROUTED HOLES, n TYP. EACH SIDE a H a ° ° .. 4 4 . . ° H H ° . a d vi. a.. ° OF OPENING, MIN. (2) DOWELS EACH SIDE GONG. ° a ° d . ° ° • a ) S 2 WALL PER PLAN ° d. ° C. 4 • 4. 6. 4 E E V L G d ° W it • GONG. WALL a INFILL - ° �� 1° 11 d �� LI . `1 ° 4 THICKNESS TO MATCH EX. ,.... d 4 ° ...._ ° 4 ° d 3801 :: 12 13 14 15 1. 16 If NOTE: EXISTING SLAB -ON -GRADE FILL OR CONTROLLED OF THE EXISTING SLAB. SOIL THAT 15 DISTURBED BELOW THE SHALL BE REPLACED WITH COMPACTED DENSITY FILL TO PREVENT SETTLING EX. GONG. SLAB -ON -GRADE SLAB-ON-GRADE PER PLAN WEE v. = III•ee •I4, kn 3800 Infll 18 1- vX - LL-' -Grade #4 x 2' -0" DOWELS IN EPDXY GROUTED HOLES @ 24 "oc AT PERIMETER OF INFILL Typical ical Slab -On 19 20 0 21 22 #4 21 DOWELS 24 "oc cE COLUMN COLUMN PER PLAN / 1 311 1 V 1 1 c=_====== = = = -++ 1+ -X X X X X X. x f d5 n_' *` �`oo• �, m_Ii;= __ x -0" @ IN EPDXY GROUTED HOLES (4) 4 WAY #4 x SLAB - _ =Ia a 5 SLAB -ON -GRADE PER PLAN n 30 H.D. GALV. EMBED R 16"xS»x01_811 1^11 (4)34110 x 6" STUDS ®3 "oc (I)A106 #4 WINDOW SYSTEM PER ARGH'L x - (2) EA. AROUND STUDS EX. CONC. SLAB -ON -GRADE II 48 AT COLUMN d X X X X X X X = _. . d' 11 =1i= 11ti111 - -rR-r- 1 I 14 eAt :�•'0oo�1.:�•�..Y.�Y •. 1I =II =II ®I6 oc a 4 ° :. < I I— I I E IIEII = IE II EIE -ON -GRADE 21_011 PER PLAN I 4 a 4 d • • , x x x X X x x X Zo - 3710 = 11= 11 11- =11 H1E111 x °74.1114o _M= -III- =111 =11 REVIEWED IOR 371 1 OODE COINPLIA NRcE APPROVED 3 2 (2)#4 CONT. TOP O AND BOT. 11.4" 24 25 26 27 28 DEC 23 • City of Tukwila BUILDING DIVISION ' ci. COLUMN $ FOOTING STEEL COLUMN PER PLAN Jf 5 -618 STUDS PER 30/51.1 3411 NON - SHRINK GROUT 346 V BASE fE ' "x10 "x0' -10" W/ (4)3/" ANCHOR BOLTS "oc SHEAR WALL PER PLAN > SLAB -ON -GRADE PER PLAN DOWELS PER DRIVE PINS PER SCHEDULE OF 24/51.1 SLAB -ON -GRADE PER PLAN 600TI25 -54 TRACK 18/53.1 TYP. @ 1 EA. WAY (EMBED 8 ") d li .�,• x X X X X X =1 • \ �T jet♦ •Z�l'.i lbL•r.� III_III_III -• -III∎ - - 5815 29 111=111= III_II =III - - ,EIII= _1 E l l ! i i II 1 J1 I I II lL II= _ 111E111=11=1 =11=11E1111 11= 11 =11 -11 (4)#3 EA. WAY W/ STD. HOOKS 3802 31_0" �. / EA. END , 30 RIC ARCHITECTURE &PLANNING er ZIPS MIL ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 R 206/343 -5691 H V Lit RS L CD C.) RECEIVED OCT 18 2011 PERMIT CENTER • rn N CD cs 0 CD ti CO CO 00 rn C0 PROJECT #: 5110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: CONCRETE DETAIL 34'1=11-0" SHEET: S3.1 Fri, 14 Oct 201 1 - 3 :28pm Dee/Time. Oc %ber 14, 101/ IA? p.m. Weir PLOT Sco %• I =1 Loyerset none 1 2 — TRUNCATE BASE AT WALL ENDS / OPENINGS L L WHERE OCCURS - SEE NOTE L/2 2 COLUMN SIZE' TYPE / TYPE 1/ THICKNESS L W L W FAGS MEMBER 311 MAX OF SUPPORTING \ size schedule H55 4x4 12° 11 1611 511 X11 K ° ++ C < — + if H55 6x6 120 1" 1811 y11 1 3� 11 - 3 11 4 per / CONNECTION SCHEDULE _1 II 12 111 I� 11 L11 s \ 1 W TYP•'' = ,� BE�4M 5 /ZE BOLT SIZE (A325N) NO. OF �6 N PLATE THICKNESS WELD SIZE v ��: 11611 TYPE / TYPE I� 11 TYPE11ATCORNERS o rz 1/4D V& tL NOTES: I. INSTALL OFFSET BASE �. AT WALL ENDS AND CORNER BASE T. AT WALL CORNERS WHERE REQUIRED. 2. WHERE OFFSET TYPE 11 BASE 15 REQUIRED, TRUNCATE (1) SIDE AND INSTALL (2) BOLT 11 ®3oc BEAM SIZE PER PLAN 1 11 %� W8, W10, G8, G I O l ci) 2 3/ 11 1411 11 WI2, WI4, GI2 9,811 3 3/�11 % 11 STEEL COLUMN PER PLAN na CONNECTION AT OPPOSITE SIDE AS SHOWN. na 17/ T.O. CONCRETE WALL OR FOOTING PER PLAN . 5HEAR PLATE SIZE AND BOLTS PER SCHEDULE �1._. 0 I I ci" BOLT EMBED STD. ROUND HOLES 5813 IN PLATE, U.O.N. (4)3�411� ANCHOR BOLTS (CONFIGURATION VARIES) Ji 1L, 5709 7 8 9 10 1 -Tc4 PUDDLE WELD LOCATIONS 1. USE GAGE OF DECK PER SPAN TABLE AT LEFT, U 0 N. PER PLAN. 2 PROVIDE (1) 16" EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 3. PROVIDE 1/2" EFFECTIVE PUDDLE WELDS AT 24 "oc TO ALL SUPPORTS 14" MIN. PARALLEL TO DECK FLUTES. ,4 TYPE = AAC 5-36 OR VERCO H55-36, GbO GALVANIZED 4. CONNECT DECK SEAMS WITH BUTTON PUNCHES @ 24 "oc. W/ FOLLOW ING MIN. PROPERTIES: 5. DECK MUST STRICTLY MEET CRITERIA LISTED, INCLUDING I.C.B.O. Fy = 38ksi, PANEL WIDTH = 36" RESEARCH REPORT ALLOWABLE 5HEAR LOADS. SUBMIT DECK ALLOWABLE 5HEAR CAPACITY REQUIRED = 500 pif INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 20GA. 1= 0.2I6in4 5 = +0.235/ -0.241 in? 20GA. SINGLE SPAN CONDITIONS 7' -0" DOUBLE OR TRIPLE SPAN CONDITIONS Q' -0" 5700 12 . 13 14 . 15 16 ■ h. per 6/55.1 It 3/e "x316"x01 -7" IN/ (2)'�/4" BOLTS 3 "oc per 6/55.1 BEAM PER PLAN BEAM BOTH SIDES WHERE OCCURS 1 / r • 111 WS or W10 BEAM 1211 PER PLAN ;- _, i � � I I` r ° �0 10 . ft �i6 SIZE $ BOLTING PER 6/55.1 TYPICAL. AT W8 $ 11110 BEAMS BEAM PER PLAN BEAM PER PLAN It SIZE $ BOLTING PER 6/55.1 5704 ILi 18 10 to ,O 5705 17 19 20 21 22 x It 1/4"x5" o m 5 z can z 1— INCOMING < STIFF. EA. SIDE WHERE SUPPORTED BEAM 15 1114 OR DEEPER (2) (4) BOLTS BOLTS @ BEAM GAGE BEAM GAGE WI4 OR DEEPER BEAM PER PLAN (54"(1) MIN.) (%"0 MIN) o `- � CONN. PER 6/55.1 EXCEPT a EXTEND DOWN AS SHOWN (USE TYP. CONN. PER 6/55.1 „ i 1/ 1, 2 i 116" TYP. STIFF AT 5I0E5 WHERE NO ' .4 ' ,1I TYP. � � INCOMING BEAM OCCURS - :Pi WHERE SUPPORTING BEAM 15 ■ WI2 OR SHALLOWER, U.O.N.) u.a.n. 3�6 / y I per 6/55.1 1 111 :E BEARING if. I2" �► a 4 / typ CONTINUOUS 5706 24 �► SFGT /ON - mm--- ,-__ p WHERE BEAM ��® COMPLIANCE APPROVED -< STEEL COLUMN PER PLAN STOPS WHERE BEAM 25 26 6 27 City of Tukwila BUILDING DIVISION GAP �. / AT TOP OF COLUMN W 11' lki • •� 6 H55 BEAM PER PLA �� (ONE SIDE ONLY 211 MAX. STRUT BRACE PER 11 3/s PLAN $ DETAILS KERF R \ CONN. PER 6/55.1 11 �4 ■ v , TRUNCATE ADJACENT / WHERE CONN.'S per 6/55.1 1 / WHERE OCCURS) L el. per plan BEAM PER PLAN BRAGS q BEAM \ �� OCCUR � OF BEAM OR AT END AS REGD. eT ii 11 i 0' ° 1 0 , ° OP t to hss / yp 01 PIP. GAP r4 BEAM EACH SIDE at col. 5x5 4 3x3x% x -511 TOP BOT. 4 smaller (5fb) 11 WHERE OCCURS RECEIVED OCT 18 2011 �'ERM IT �ENTE� - BEAM PER PLAN (SLOPE VARIES) - H55 WHERE OCCURS 5720 2- 28 STEEL COLUMN PER PLAN 5707 30 STEEL COLUMN PER PLAN OR BRACED FRAME ELEVATIONS 5710 29 • RIC ARCHITECTURE er• &PLANNING j(5 w MIL ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUC7URALAND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F. 206/343 -5691 ■- L I x a) �< CD co L 0 '% > 0 CD 0 CO ♦r N- O ow cp PROJECT #: 5110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: TYPICAL STEEL DETAILS 3411- 11 -011 SHEET: S5,1 Fri, 14 Oct 201 1 - 3.28pm Dole/Time.. Ocfober 14 2011 128 p.m. Per PLOT Scale.. 1 =1 Loyerset• none 1 2 it "xII'xl' attach per BEAM PER PLAN SHEATHING PER PLAN deck notes U -5" W/ (6)543"4) EXP. BOLTS @ S "oc EA. WAY "X01 ROOF DECK PER PLAN :11 - ORIENTATION VARIES 4 1� 346 V 3 -12 1 If. 54"x4 -IO" W/ (204"4) ERECTION BOLTS . . - - -K- 2 JOIST PER PLAN, TYP. I - ' - + c1 4 3x3x1 EA. SIDE W/ %"Q BOLT EA. END el. per plan ° 1- - ° (SKEW TO NEAREST JOIST) III .--N BENT R. S�fb"x II W/ (4)5/3 BOLTS I . i��x11_/'f I1 - i 0 '� ;� a 1 G j-- ♦ cn u II III ®4 4"/c roc 9, J _ AS RE Ca BENT � / X� A5 I�EQD. HOLD!" CLEAR OF JOISTS AT EACH END WHERE OCCURS, TYP. ORIENT TO REMAIN WITHIN ARCM_ FINISHES WHERE CONGEALED g .� I j 1 1 I 1 I 1 1 A • ` 00 r' ,• • BEAM PER PLAN - SUPPORTS OPERABLE PARTITION (3) _� CONCRETE PANEL PER PLAN 5812 h J typ• 1 I I II II II II / T. 3/3 x5 x10 W/ (2)Y3 O BOLTS GTRD. IN IOfb"x2" VERT. SLOTTED HOLES IN fib's. INSTALL BOLTS FINGER TIGHT W/ LOCKING NUTS 3 4 CONN. PER 6/55.1 el. per plan NOTE: FILLER FE REQUIRED FOR BRACED FRAME DENOTED "STRUT" PER PLAN AND ONLY SHOWN FOR JOIST SUPPORT. FILLER ORIENTATION CHANGES OR WHERE SPECIFIED BEAM PER PLAN BEAMS AND MEMBERS FOR THOSE HELD DOWN AS 5701 i., ALSO REQUIRED WHERE DECK ON DETAILS. 6 sides> % V . -1- i ° 1 ° ' ° BEAM PER PLAN - SUPPORTS OPERABLE PARTITION 5814 5 rfb R /3x6"xO1_6R, TYP. I 1 .1.� 4 GOLUM PER PLAN � s COLUMN T.O. STEEL "x4 4 PLAN EL. PER PLAN �21I CONN. PER 28/55.1 1 H55 BRACE PER PLAN 1 1 COLUMN PER GAP �. WT4x1.5 PER PLAN ' "x0' -II" W/ (I)34" ERECTION BOLT II,' 1%1 $11,-- 1 r B.O. SHEATHING WT4x7.5 AT ROOF SLOPE EL. VAIRES CONN. PER 21/55.1 H.D. GALV. H55 PER PLAN el. per plan BEAM PER PLAN (SLOPE VARIES) 1#1.P. %' eI. per plan (CONTRACTOR TO FIELD VERIFY) SHEATHING PER PLAN r . ,b\ < 54 I tyP• GONT. 4 4x4x`•3'16 -N W.P. 0 1 111; - H55 -, - CONN. PER 30/55.1 i W.P. BRACE PER PLAN , PER 25/55.1 1455 BRACE PER PLAN PER 25/55.1 5 I typ• \ ,.:Y,IL H.D. GALV. BENT 1f. 3/3 "xI' -3"x n8 Nf- 546 SECTION I tYP• PLAN 1� SECTION W/ (3)3/4" 4 THRU BOLTS @ 6 "oc - SLOT THRU SHEATHING BEAM PER PLAN SECTION < COL. PER 5702 12 j GONN. 5717 1 0 SECTION GONN. 13 14 A ----'1.--- PER 25/55.1 it 1/4"x3 "x0' -Q" ROOF DECK PER PLAN PER PLAN 546 \ •, a CONN. HSS BRACE PER PLAN ` / % -- el. er Ian p p o 346 I FILLER 4 PER 6/55.2 el. per plan CONT. 4 PER 12/55.2 el. per plan �� � �� - AT ROOF 1 /4 I 0 54 r : BEAM PER PLAN WT4x7.5 ° \ WT4x7S AT ROOF SLOPE PR 12/55.2 0 ui =_= ; SLOPE I _ - ► 5�6 / 34 6 I 0 =_- ;l H.D. GALV. H55 PER PLAN 5721 GONN. PER 11/55.1 EXCEPT FULL HT. SHEAR TAB - WELD (3) SIDES GONN. PER 30/55.1 TYPE 11 TRUNCATED BASE i PER 4/55.1 W/ 3/4 0 THREADED RODS IN EPDXY We, I �� II 5/6"x12" PER 24 55.1 / 5714 17 / IL CONN. II H.D. GALV. BENT 3/3 x 6 1 H.D. W/ GALV. R (4)54 THRU @ croc ° a ° 1 I" COLUMN PER PLAN el. per plan ._. GROUTED HOLES II (EMBED 7 ) x I' -4" IN/ (3)34." (1) x 611 LAG BOLTS SCREWS @ 6 "oc (cont'r field vfy.) . ° . is it 11 11 8 a ° d ° i' ° - 'r �- o w SECTION ( SECTION FOR GALL -OUTS IN COMMON SEE DETAIL I8/55.2 5711 16 WALL PER PLAN 18 19 20 \ \ // / __ '-- - - -_ -_ _ -' - I WALL BELOW AT SUM. T.O. STEEL FILLER 4 PER 6/55.2 EL. PER PLAN FILLER 4 PER 6/55.2 ROOF DECK PER PLAN __ 1 - -____ _ el. per plan - PER PLAN PER PLAN �� __- - / / f \ \ / // /!� ,\ `\ i / H55 BRACES PER BF ELEVATION full length of flat . .� �- J` _. el. per plan �T A35 CLIPS PER 24/55.3 LENTH OF BEAM RE- ATTACH JOISTS W/ SIMPSON LU26 HANGERS .``\ \\, / / / I surface of hss BEAM PER PLAN GONT. 4 PER 12/55.2 1 ,, ' 0 , 0 NO 1 I� � ft i2" ) BEAM PER PLAN DEFLCTION TRACK PER 1557.1 ;))\,, ► 0 EA. SIDE ` �� / / �- .� ,, / / o,, / / / �V, / / SA 5722 21 i i SHEATHING PER 24/57.1 CONN. PER 17/55.1 77+7- 1 1 WALL el. per plan MI BRIDGING PER 25/57.1 el. per plan �, 30/57.1 5 -615 STUDS PER ,� * SHORE EX. JOISTS ROOF SHEATHING PER PLAN •, H55 PER PLAN UNTIL FINAL CONDITION 15 REACHED. JOISTS PER PLAN - S S 5703 NOTE: PLACE TRACKS PER IS/57.1 TOP BOT. 24 OF BRACES WHERE OCCURS). ( ) EX. GONG. 5713 FOR GALL -OUTS PLAN FOR GALL -OUTS IN COMMON SEE DETAIL 24 /55.2 IN COMMON SEE DETAIL 24/55.2 BEAM PER 5708 23 22 25 ,Tr 1 1 el. per plan T Zj , p P Li BENT f' %" x IV SHEATHING (3)54"0 THRU BOLTS @ 6 "oc JOISTS PER PLAN PER PLAN REVIEWED FOR CODE COMPLIAN APPROVED DEC 2 3 2011 City of Tukwila BUILDING DIVISION T.O. STEEL PER PLAN 4 6/55.2 PER PLAN FILLER PER -- , EL. PER PLAN - ROOF DECK PER PER PLAN - - _ -- - --` - el. per plan J 0 o O - _ _ J� it l_2" a a , d `��� GONT. 4 PER 12/55.2 %"x-l"xl EA. SIDE W/ (4)344." 0 THRU BOLTS ®3 "oc 11 ,° 6 . BRAGS �'�� \ BEAM PER PLAN BEAM PER PLAN J` HEADER PER 11457.1 12/57.1 WINDOW SYSTEM PER ARGH'L I . , %4 t I yp 611 STUDS PER q:J H55 - vPP. /4 a �Y�I 1 �0 2 ►�� �I„ DIAGONAL BRACE PER PLAN r ` bdi, KERF i� 34", TYP. DEFLECTION TRACK PER 15/57.1 1 e ATTACH EA. END IN/ -�-� L-t l �,-� - PER 18457.1 I TRACK PER 18/5,,1 el. per plan ° ° a ° H55 PER PLAN H55 PER PLAN 5718 26 H5S PER PLAN . ° el. varies �4 V Q ; . a° , r > <typ' WALL PER PLAN WINDOW SYSTEM PER ARCH 'L W/ CONN. TO FOR GALL -OUTS ` -- -J 5715 IN COMMON SEE 11 DETAIL 30/552 4 29 STRUCTURE BY WINDOW ;; -, 5712 MFR. $ 1 DEFLECTION II 1 COMPENSATION AT ,;i, WINDOW HEAD 30 5719 28 RIC ARCHITECTURE &PLANNING er MIL' ER' 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 P: 206/343 -5691 • oo 00 Q CD RECEIVED OCT 18 2011 PERMIT CENTER • PROJECT #: S110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: FRAMING DETAILS 3/4R_11..0R SHEET: S5.2 Fri, 14 Oct 201 1 - 3:28pm 1 2 3 "oc A35 CLIPS @ 14 EA. SIDE - ATTACH TO SHEATHING ITV #8 x 16" SCREWS - ROOFING 4 4x4x% NV (50/4"(1) BOLTS @ 4"oc -SKEW TO NEAREST 4x PURLIN SHALL NOT BE DAMAGED ° a << —�.� -- SHEATHING PER PLAN II ° : JOIST PURLIN PER PLAN PER PLAN HU HANGER TYP. 1211 411 4.1 - ¢ PLAN S o ° ° ' Ne COPE HORIZ. LEG AND BEND VERT. LEG A5 REGD. I L— ' °. :14- � -< WALL PER PLAN 2 MIN. O \ I _ PURLIN PER PLAN 3� 11� <tyP. FLAN yP I" /4 EA. SIDE 1 I 1' I I > 34 V BOLT JOIST PER PLAN . W/ (3)�4u' BOLTS CLIP PER IS/55.3 R 2 MIN. << �I� 1. ` WALL PER PLAN << s R 11 1_ 11 /s xb x0 6 .. CLIP PER 18/55.3 �� 4x PURLIN PARALLEL 5818 TO WALL 6 PLAN COL. PER 4x PERPENDICULAR TO WALL 7 • 8 9 NOTES: I. OPENING REINFORCING STEEL PRIOR TO INSTALLING NEW OPENINGS. 2. ONLY CHANNEL HEADER WHERE DO NOT OCCUR EXTEND CHANNEL CONNECTION DETAILS AS SHOWN. (2) SHALL BE OCCURS BEYOND IN PLACE PER PLAN. WHERE COLUMNS OPENING OR PROVIDE SEE 6/55.3 ---.....„.\, 4 6x6x1/k x 1' a" h" EA. SIDE ( SECTION 5�6 r ° ° ■ —;N - a ____ =T °.. ° - ° - '� 1 (2)58" cP THREADED RODS 12 .4 6x6x16 x I1 -c1" ® 6 "oc IN EPDXY GROUTED HOLES — '+ ° ° ° ° ° ° ° = ° _ FOR CONNECTIONS AT TOP OF WALL ALL \ ° ktY (4)5/8" cP THREADED PROVIDE THREADED RODS AT ENDS, TYP. HEADER 0 O RODS ®6 "oc IN EPDXY GROUTED HOLES CHANNEL HEADER PER PLAN THREADED L "� (4)3i BOLTS \ _ cN RODS PER IS/55.3 12 "— ®6 "oc CHANNEL PER PLAN W/ %" THREADED RODS @ 24 oc EA. ROW STAGGERED IN EPDXY GROUTED HOLES CHANNEL BOTH SIDES PER PLAN WHERE OCCURS ° ,, WALL PER PLAN WALL PER PLAN t —14 — CHANNEL. HEADER PER PLAN W/ THREADED �� (2)5/6"(1) THREADED RODS e 6 "oc IN EPDXY GROUTED HOLES 5819 11 R005 PER 18/55.3 0 0 a a ° ° ° 1 ° ° ° 1 54 V 5820 10 5FG T /ON � 13 14 15 16 tyP•> 4 4x4x% x O' -4" W/ (I )5/8" THREADED ROD IN EPDXY GROUTED HOLE @ 30 "oc - ALT. 6 V 0 It %z "x4 � "x0' -8" > b V 5I0E5 WHERE ABLE PANEL JOINT 5/8 "x15 "x11 111 41 wk OPENING �� 7 / V. TYP. , MIN. U.ON. 2" TYP. 0 ° 0 0 0 V R -311 IN/ (3)58"0 BOLTS @ 6 "oc IN EPDXY- GROUTED HOLES DOWELS PER IS/53.1 , TYP. / 12" TYP. ��� 5817 IL.,., .„ x . H.D. GALV. BASE WIDTH W/ (2)344" o d I I ° . a 1i it ° a d WALL PER PLAN, TYP. >S 5821 17 R. l" x H55 0 THREADED FTG. PER PLAN s� 11 RODS IN EPDXY GROUTED HOLES NON- SHRINK GROUT 18 19 20 21 22 it 14"x12" W/ (2)5/8" SHEATHING CONTINUES WHERE OCCURS CONT. BOLTS @ I6 "oc EA. ROW SHEATHING PER PLAN STAGGERED- PLATE PER EXTENTS OF PLAN SHEATHING PER PLAN 1 I /1 "oc ` - -J \ A35 CLIPS @ 24 - ATTACH TO EX. SHEATHING W/ #8 x11SCREWS (ALT. 5I0E5 WHERE SHEATHING OCCURS BOTH SIDES) 1 1 BEAM PER PLAN 24 BEAM PER PLAN, TYP. EX. HANGER * VARIES BEAM DEPTH AT SIM. FOR PLATE INSTALLATION. WELD HANGERS ONS. 23 * SHORE EX. BEAMS AS REQUIRED EX. HANGE CAN BE REUSED. FOR UPLrEITOftATh 25 26 27 28 515TERED JOIST PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED DEC 23 2011 City of Tukwila BUILDING DIVISION SHEATHING PER PLAN Ll (2)5/8" BOLTS to 28 "oc EA. ROW STAGGERED —7cv `4 RECEIVED 02 OCT 18 2011 PERMITCENTER 6802 30 CLIP PER 24/553 WHERE OCCURS BEAMS PER PLAN JOIST PER PLAN HANGERS PER PLAN (BEAM ONE SIDE ONLY WHERE OCCURS) BEAM PER PLAN 6801 29 • RIC ARCHITECTURE 197' &PLANNING MIL ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 - I^. 206/343 -5691 CO CO CO rn ca PROJECT #: S110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: MISC. DETAILS 3/11 =II_011 SHEET: S5.3 Fri, 14 Oct 2011 - 3.28pm Oo October 14, 2011 129 p.m. Wear PLOT Score.. DIAGONAL BRACE PER LEVEL 2 BELOW, TYP. 23/55.2 T.O. STEEL EL = -I_ -II 24/55.2 12/55.2 MEM WI0xI2 ROOF DECK PER PLAN NOTE 4 2x/55.2 22/55.2 SIM. WI0x12 WIO O 22/55.2 0 12 WIOxI2 [H], it A 23/55.2 H55 6x6x% [L] IS/55.2 T.O. STEEL CONT. 4 PER DETAILS - MITER JOINT $WELD / ALL AROUND AT CORNERS, TYP. I' -Q" PLAN NOTES: 30/55.2 11/55.2 EL. = -II I. SEE 52.2 FOR PLAN NOTES AND LEGENDS. VESTIBULE ROOF FRAMING PLAN SCALE: I /8 " =1'-0" 5900 9 f SHEATHING PER PLAN NOTE J 22/51.1 TYP. u 5005162 -68 ® I6 "oc O 22/51.1 TYP. PLAN NOTES: 21/51.1 I. FLOOR SHEATHING SHALL BE 3/4" T* G PLYWOOD (PANEL SPAN RATING 48/24). SCREW SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND 5HEAR WALLS BELOW W/ #8 SCREWS ® 6 "oc. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ its SCREWS ® 12 "oc. SCREWS SHALL BE #8 x h" FLAT HEAD WITH A MINIUMUM HEAD DIAMETER OF 0.2q2". MEZZANINE FRAMING PLAN LEGEND: DJ DOUBLE JOIST SCALE: I /8 "= I' -0" 5800 12 13 19 14 20 15 21 16 22 NOTES: 5EE 12/55.4 FOR PLAN NOTES 4 LEGEND. 22/51.1 TYP. x MEZZANINE FRAMING PLAN DJ, A 22/51.1 TYP. _ L_ 8005162 -68 I6 "oc SHEATHING PER PLAN NOTE I ON 12/55.4 SCALE: I /8 " =I' -0" 23 1-4 5801 18 24 25 26 27 28 29 REVIBIIV D FOR CODE COMPLIANCE APPROVVD DEC 23 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 182011 PERMITCENTER 30 RIC ARCHITECTURE &PLANNING erus MIL ER" 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHUN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SURE 300 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 PROJECT #: CO CO rn CO- F-- 511013401 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: PARTIAL FRAMING PLANS & CANOPY DETAILS 5/"_11 -0II SHEET: S5.4 Fri, 14 Oct 201 1 - 3:29pm 729 p.m. *or PLOT Sco %• 1 =1 Loyerset. nano Projecr • IOW COW?' //A TUK{f' /G4 OFF /CE T/ file.. 10114- S/l.dirg Br P ✓C Oa /eme. October 14 20l • RIC ARCHITECTURE 7'• &PLANNING US MIL' ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F•. 206/343 -5691 A f+ �L 0 .= 2 =Q cp 4.6. i o cv CD 0 2" CD CO CL CEO ti 00 CO 00 rn ca PROJECT #: 5110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: METAL STUD DETAILS 5411=114)11 SHEET: S7.1 Fri, 14 Oct 201 1 - 3:29pm 'll 1 2 3 4 5 7 8 9 �'- -rte ,� ��- 577)1,5 PER PLAN, CLIPS PER IS /51.1 111* SECTION > < < DETAILS $ 6/55.2 II/51.1 I ( J t rI' -36 WHERE STUDS OR JOISTS ARE SHOWN TO ABUT WELD AS SHOWN ® 16 "oc, TYP. GONT. #12 SCREWS 111* I6GA. - _ . TRACK ) T j TYP. HEADER H -1 (2) 8005162 -43 U.O.N. PER PLAN _ 1. if 11 } CLIPS PER 18/51.1 W/ HEADER PER 12/51.1 (3012 SCREWS EA. LEG, TYP. SECT /ON � CLIP SILL PER I8 /S1.I (2) FULL HT. JAMB 577)1,5 (WELD PER 22/55.2 ) t = GAGE OF MATERIAL CONNECTED CLIPS PER I8/51.1 ®EA. TRACK TO JAMB STUD STUDS PER 12 /51.1 t I -36 5804 10 IIU211"9" 5803 11 CONT. I6GA. TRACK WHERE SILL OCCURS 5802 12 13 14 PER PLAN (2) ROWS OF STUD PER PLAN OR DETAILS "� PINS "oc JAMB STUDS PER 12/51.1 - WELD PER 0.14 DRIVE ®12 #8 TO STEEL OR GONG. USE (3) SCREWS NO PUNGHOUT SHALL SUPPORTS (EMBED I16" AT TO ATTACH 4 TO WEB GONG.) ATTACH W/ (2) ROWS 10/51.1 -CLIP A. SIDE AT JAMB STUDS TRACK PER DETAILS (4) #12 SCREWS OCCUR WITHIN 12" FROM END OF STUDS, TYP 1 EA. SIDE OF SPLICE © CLIP I% xV x I6GA. OF #8 SCREWS @ 16 "oc TO LENGTH ?STUD WIDTH METAL FRAMING SUPPORTS LESS 1 '1 BEAM "DEFLECTION - - STUDS MUST BE FULLY SEATED AGAINST TRACK, TIT. I6GA. TRACK NV I" MIN. ATTACH TRACK W/ (2)ROWS OF 0.14 "� DRIVE PINS "oc I6GA. TRACK W/ I" MIN. LEGS © ALLOWANCE 16GA. UNPUNCHED STUD 5810 24 TO BEAM OR i. SLAB ABOVE ' �,, -� 166A. TRACK W/ 2" MIN. LEGS. LEGS © >r- .1.---.-) -/' F 11 #8 SCREW EA. SIDE (2)0.14"4) DRIVE PINS TO STEEL OR GONG. SUPPORTS (EMBED I16" AT GONG) ATTACH 1^11 (3) #8 TYP. 6" I LL 577)1,5 JAMB 577)1,5 SCREWS TO METAL FRAMING SUPPORTS STUDS PER DETAILS NOTES: I. CONNECTIONS SHOWN ON THIS DETAIL APPLY TO THE TOP OR BOTTOM OF TYPICAL SIMPLE SPANNING WALL STUDS SUBJECT TO WIND LOADING. SEE <MTL -063> FOR CONNECTIONS AT TOP OF WALLS WHERE DEFLECTION ALLOWANCE OCCURS. 2. SEE DETAILS FOR OTHER CONNECTIONS WHERE STUDS BYPASS SLAB EDGE OR SUPPORTING BEAMS OR WHERE HANGING SPANDREL TYPE CONDITIONS OCCUR. 5809 18 BRIDGING PER .____ 5822 I'" :I' -0° 15 16 19 20 GONT. 16ga TRACK W/ I16" MIN. LEGS - • . ° 4 4 . ° 4 WALL (SPLICE AT STUD ¢J r TRACK PER 22/51.1 EXCEPT ATTACH IN/ (2) ROWS OF 0.145" DRIVE PINS I6 "oc EA. INTO WALL ATTACH TO EA. STUD W/ (4) #I2 SCREWS SHEATHING PER PLAN ){ WALL DETAILED A5 ME SHEATHING - STUDS EXTEND TO ROOF STRUCTURE WALL DETAILED AS MARK 5HE4TH /N6 ® BLOCK FASTENER SPACING AT PANEL EDGES IO SCREWING OF JOIST OR BLKG. TO TOP TRACK BOTTOM TRACK ATTACHMENT CAPACITY 0 BLKG. ®48 oc W/ CLIPS PER 18/51.1 DRIVE PINS TO CONC. BELOW 11111E• EA. 511,E WHERE JOISTS PARALLEL TO WALL ,,'� ; - �1. SW !2" PLYWOOD YES #8 @ 4 "oc #I2 @ 6 "oc 0.1454) @ 1 "oc 280 PLF STRUCTURE SHEAR NOTES: OI SHEATHING SCREWS SHALL BE APPROVED AND SHALL BE A MINIMUM #8 x I" FLAT HEAD WITH A MINIMUM HEAD DIAMETER OF 0.2Q2 ". SCREW SHEATHING TO INTERMEDIATE FRAMING W/ SHEATHING SCREWS @ 12 "oc. . 0 FRAMING SCREWS SHALL BE #8 x 545" WAFER HEAD SELF- DRILLING. SCREWS CONNECTING JOISTS OR BLOCKING TO TOP TRACK SHALL BE #I2 x I16" WAFER HEAD SELF- DRILLING. ® AT INTERIOR WALLS ONLY, 146" 05B MAY BE USED IN LIEU OF 12" PLYWOOD. ,.'� --- *- -- - - -- - WALL BELOW SHEATHING ATTACH AS PANEL EDGE PER 24/51.1 T 40 PER PLAN - PLAN JOISTS PER CLIP PER 22/51.1 EXCEPT (3)0.145"4) DRIVE PINS INTO WALL L10 EA. JOIST ISGA. BLOCKING (6) #10 STUD #8 1 14 SHEAR WALL PER PLAN SCREWS 6"oc, TYP. I � ihkili REVIEWED FOR CODE COMPLIANCE APPROVED DEC � � 2411 City of Tukwila BUILDING DIVISION 5807 24 ATTACH SHEATHING 18GA.x116 "xl %2" CONT. TO BENT It PER 1 24/51.1 . BENT . i @ SHEAR WALLS FOR GALL -OUTS IN COMMON SEE 5823 DETAIL 22/51.1 21 5816 22 25 26 METAL FRAM/N6 NOTES: NOTES: I. BRIDGING 15 REQUIRED FOR LOADINGS APPLIED BEFORE SHEATHING 15 ATTACHED TO BOTH FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING, AND RESISTANCE TO BOTH AXIAL LOA IN . MINOR AXIS BENDING CAUSED BY AXIAL LO 2. BRIDGING SHALL BE EITHER WELDED OR SCREWED AS SHOWN. 4 16GA.xl %2 "x116" � )rP> I. METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS 6. WALL FRAMING: OUTLINED IN THE GENERAL NOTES IN ADDITION TO REQUIREMENTS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS NOTED HERE. AND AT EACH SIDE OF ALL OPENINGS. SEE (12/51.1) FOR WALL FRAMING OF OPENINGS, U.O.N. 2. METAL FRAMING $ STRAP BRACING SHALL BE 660 GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: 1. SEE 28/51.1 FOR REQUIRED BRIDGING. 12, 14, AND 16 GAGE ASTM A653 OR A1003, GRADE 50 8. SEE ARGH'L FOR SIZING 4 DETAILING OF INTERIOR, NON- BEARING WALLS. IS AND 20 GAGE ASTM A653 OR A1003, GRADE 33 3. ALL STUDS 4 STUD GROUPS SHALL BE LATERALLY SUPPORTED TO METAL 5TU1, PYALL TYPES: ior / BRIDGE CLIP, TYP. #8 I I6GA. V 1 ° (4) SCREWS r, r� 5806 28 PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO WALL DESIGNATION STUD TYPE SPACING GYPSUM WALLBOARD PER ASTM 01280. 5 -618 6005131 -43 I6 "oc 4 TRACK SECTIONS SHALL BE UNPUNGHED AND HAVE AT LEAST I" FLANGES. NOTE: SEE PLAN FOR 5. WELDING OF COLD- FORMED METAL FRAMING SHALL CONFORM TO AM RECEIVED STUD GROUPS DESIGNATED P13 AND SHALL BE PERFORMED BY YELPERS QUALIFIED TO PRODUCE OCT 18 2011 <X> WHICH SUPPORT BEAMS THE SPECIFIED CLASSES OF WELD. OR JOISTS. WELD STUD PERMIT CENTER GROUPS TOGETHER PER 22/552 5805 30 %CHANNEL 150U50-54 @ 4' BRIDGING MAX. VERTICALLY, TYP. � • RIC ARCHITECTURE 7'• &PLANNING US MIL' ER 262 4th Street Bremerton, WA 98337 (360) 377 -8773 FAX 792 -1385 info@rfmarch.com COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F•. 206/343 -5691 A f+ �L 0 .= 2 =Q cp 4.6. i o cv CD 0 2" CD CO CL CEO ti 00 CO 00 rn ca PROJECT #: 5110134 -01 PLAN REVIEW SET ISSUED: October 17, 2011 REVISIONS: METAL STUD DETAILS 5411=114)11 SHEET: S7.1 Fri, 14 Oct 201 1 - 3:29pm MECHANICAL SYSTEMS COMMISSIONING NOTES 1. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416. THE MECHANICAL AND CONTROL CONTRACTORS ARE REQUIRED TO PERFORM THEIR OWN INTERNAL TESTING AND COMMISSIONING PRIOR TO THE START OF COMMISSIONING BY THE COMMISSIONING AGENT. THE CONTRACTOR SHALL PROVIDE THE NECESSARY ASSISTANCE TO THE COMMISSIONING AGENT TO PERFORM COMMISSIONING DUTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING CORRECTIVE ACTION IF ANY DEFICIENCIES ARE FOUND DURING COMMISSIONING. 2. BALANCING: ALL HVAC SYSTEMS SHALL BE BALANCED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH ACCEPTED ENGINEERING STANDARDS AND SPECIFICATION SECTION 23 0593 PRIOR TO COMMISSIONING. 3. OWNER TRAINING BY MECHANICAL AND CONTROL CONTRACTORS FOR EACH PIECE OF EQUIPMENT OR SYSTEM SHALL INCLUDE: SYSTEM /EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES, AND WHICH OTHER SYSTEMS OR EQUIPMENT DOES IT INTERFACE WITH). REVIEW OF THE AVAILABLE O &M MATERIALS. REVIEW OF THE RECORD DRAWINGS ON THE SUBJECT SYSTEM /EQUIPMENT. HANDS -ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, NORMAL OPERATING MODES, AND ALL EMERGENCY SHUTDOWN AND START -UP PROCEDURES. ENERGY CODE NOTES 1. SEE SCHEDULES (M1.0, P1.0) FOR EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. 2. PROVIDE THERMOSTAT CONTROLS CAPABLE OF A FIVE (5) DEGREE DEADBAND BETWEEN HEATING AND COOLING. 3. PROVIDE AUTOMATIC SETBACK CONTROLS WITH NIGHT SETBACK AND SEVEN (7) DIFFERENT DAY TYPES. 4. PROVIDE DAMPERS FOR OUTSIDE AIR INTAKES AND EXHAUST FANS WHICH CLOSE AUTOMATICALLY WHEN THE SYSTEM IS OFF, EXCEPT FOR THOSE SYSTEMS WHICH OPERATE CONTINUOUSLY WITH LESS THAN 20 CFM /SF LEAKAGE FOR BAROMETRIC DAMPERS, AND LESS THAN 10 CFM /SF LEAKAGE FOR MOTORIZED DAMPERS. 5. PROVIDE MICROPROCESSOR -BASED THERMOSTAT FOR HEAT PUMP CONTROLS. 6. PROVIDE A MEANS OF BALANCING EVERY AIR SUPPLY OUTLET AND AIR OR WATER TERMINAL DEVICE. 7. SIMULTANEOUS HEATING AND COOLING IN A ZONE IS NOT PERMITTED. 8. SEAL TRANSVERSE SEAMS OF ALL DUCTWORK. 9. DUCT AND PIPE INSULATION: SEE SPECIFICATION SECTION 23 0700 10. PLUMBING PIPE INSULATION: SEE SPECIFICATION SECTION 22 0719 11. ALL ELECTRIC MOTORS GREATER THAN 1.0 HP SHALL MEET WSEC TABLE 14 -4 EFFICIENCY REQUIREMENTS. 12. COMPLY WITH WSEC COMMISSIONING REQUIREMENTS OUTLINED IN SECTION 1416. GENERAL NOTES 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF THE WASHINGTON STATE ENERGY CODE (WSEC), INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS, INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS, INTERNATIONAL FIRE CODE (IFC) AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGINGS SHALL COMPLY WITH THE LATEST IMC AND WITH CURRENT SMACNA STANDARDS. 4. INSULATE ALL OUTDOOR AIR DUCTS TO R -11 MINIMUM. 5. FLEXIBLE DUCTS SHALL BE USED AT CONNECTION TO TERMINAL UNITS AND SHALL NOT EXCEED 10 FT IN LENGTH UNLESS NOTED OTHERWISE. 6. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH THE CURRENT IBC. 7. DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOOR SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 8. HVAC EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS, UNLESS SHOWN ON ARCHITECTURAL DRAWINGS. REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 9. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPOSED DUCTWORK AND GRILLES. ECONOMIZER EXEMPTION WSEC SECTION 1433 EXCEPTION 10: VARIABLE REFRIGERANT FLOW SYSTEMS: 1. SYSTEM CONSISTS OF MULTIPLE INDOOR UNITS WITH VARIABLE SPEED FANS AND OUTDOOR UNITS WITH VARIABLE SPEED COMPRESSORS. 2. SYSTEM CAPABLE OF SIMULTANEOUS HEAT RECOVERY OPERATION. 3. OUTDOOR UNITS ARE GREATER THAN 65KBH CAPACITY. 4. BUILDING IS LESS THAN 60,000SF (36,000SF). 5. BUILDING HAS GREATER THAN 20% INTERIOR AND PERIMETER ZONES (25% PERIMETER ZONES AND 75% INTERIOR ZONES). 6. OUTSIDE AIR IS DELIVERED WITH AT LEAST 50% HEAT RECOVERY EFFECTIVENESS (80 %). MECHANICAL AND PLUMBING SHEET LIST MP1.0 GENERAL NOTES M1.0 MECHANICAL SCHEDULE M2.1 MECHANICAL HEATING AND COOLING PLAN M2.2 MECHANICAL VENTILATION PLAN M2.3 MECHANICAL ROOF PLAN M3.0 MECHANICAL SECTIONS AND ENLARGED PLAN M4.0 MECHANICAL DETAILS P1.0 PLUMBING SCHEDULE & DETAILS P2.1 PLUMBING PLAN BASIS OF DESIGN INTRODUCTION THE KING COUNTY HOUSING AUTHORITY ANNEX OFFICE BUILDING MAJOR REMODEL PROJECT WILL UPGRADE AN EXISTING CONCRETE TILT -UP COMMERCIAL BUILDING IN TUKWILA, WA. THE SPACE IS A 36,000SF OFFICE BUILDING DESIGNATED FOR KCHA STAFF AND PROGRAMS. THE SCOPE OF THE PROJECT WILL UPGRADE ENVELOPE, MECHANICAL AND PLUMBING SYSTEMS TO MEET KCHA'S SUSTAINABILITY TARGETS. SUSTAINABLE DESIGN THE PROJECT IS TARGETING LOW ENERGY AND WATER USE AND IMPROVED INDOOR AIR QUALITY THROUGH VARIOUS MEASURES. THE INDOOR AIR QUALITY (IAQ), ENERGY AND WATER USE SYSTEMS WERE SELECTED WITH THE LEED RATING SYSTEM IN MIND. wHILE THIS PROJECT IS NOT PURSUING LEED DOCUMENTATION, BECAUSE OF THE HIGH SUSTAINABLE BUILDING GOALS, NO CHANGES IN DESIGN WILL BE ACCEPTABLE THAT DECREASE ENERGY EFFICIENCY, WATER EFFICIENCY, OR THAT DIMINISH OTHER GREEN BUILDING STRATEGIES. HVAC SYSTEMS DESIGN ASSUMPTIONS OUTDOOR DESIGN TEMPERATURES • HEATING DESIGN TEMPERATURE ASSUMPTIONS: ASHRAE 0.2% : 20'F DB • HEATING DESIGN TEMPERATURE ASSUMPTIONS: ASHRAE 0.2% : 83 *F DB /657WB OCCUPANT, EQUIPMENT. AND LIGHTING DENSITY • FULL TIME EMPLOYEES(FTE): 137 PEOPLE • VISITORS: 100 PEOPLE • LIGHTING: 0.7W /SF • EQUIPMENT: 0.6 W /SF CODES AND STANDARDS • 2009 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS • 2009 UNIFORM PLUMBING CODE WITH WASHINGTON AMENDMENTS • 2009 WASHINGTON STATE ENERGY CODE • ASME BOILER AND PRESSURE VESSEL CODE • ASHRAE 90.1 -2007, 62.2 -2007, 62.1 -2007, 55 -2004 CENTRAL HEATING AND COOLING EQUIPMENT THE BUILDING WILL BE HEATED AND COOLED WITH A VARIABLE REFRIGERANT FLOW (VRF) HEAT PUMP SYSTEM. THE SYSTEM IS DESIGNED TO PROVIDE MULTIPLE ZONES OF HEATING AND COOLING USING 2X2 CEILING CASSETTES FOR SMALLER ROOMS AND DUCTED HEAT PUMPS FOR LARGER SPACES AS SHOWN ON THE DRAWINGS. EACH ZONE SHALL INCLUDE SIMPLE UP /DOWN THERMOSTATS THAT SENSE TEMPERATURE AND CYCLE HEAT PUMPS AND FANS ON A CALL FOR SPACE CONDITIONING (THIS MAY REQUIRE MODIFICATION TO DIP SWITCHES IN INDOOR HEAT PUMPS). VENTILATION AIR WILL BE CONNECTED TO MOST CEILING CASSETTES AS SHOWN IN THE DRAWINGS. ALL LARGE CONFERENCE ROOMS, MAIN ENTRY LOBBY AND OPEN OFFICE PLANS WILL USE HIGH STATIC DUCTED HEAT PUMPS WITH FILTER GRILLES. VENTILATION AIR WILL BE PROVIDED TO RETURN AIR PLENUMS ON ALL DUCTED UNITS. ALL HEAT PUMPS WILL REQUIRE MANAGEMENT AND DISPOSAL OF CONDENSATE. VENTILATION SYSTEMS ENERGY RECOVERY VENTILATORS ARE PROVIDED FOR CENTRAL VENTILATION PER ASHRAE 62.1 -2007. ERVs ARE PASSIVE COUNTER FLOW HEAT EXCHANGERS LOCATED IN THE UPPER MECHANICAL MEZZANINE SPACE. FANS SHALL BE CONTROLLED TO RUN DURING OCCUPIED HOURS. TAB, O &M MANUALS. CX, AND MAINTENANCE TRAINING CONTRACTOR SHALL PROVIDE TEST AND BALANCE AND COMMISSIONING REPORTS AS DESCRIBED IN SPECIFICATIONS FOR THE PROJECT. CONTRACTOR SHALL ALSO PRODUCE AS -BUILT DRAWINGS, OPERATION AND MAINTENANCE MANUALS, AND SHALL PROVIDE TRAINING IN SYSTEM OPERATION TO REPRESENTATIVES OF THE OWNER AS DESCRIBED IN PROJECT SPECIFICATIONS. PLUMBING SYSTEMS GENERAL SCOPE AN EXISTING DRAIN WASTE VENT (DWV) PLUMBING SYSTEM AND WATER SUPPLY SYSTEM IS INSTALLED IN THE CURRENT BUILDING. THIS PLUMBING SCOPE WILL AIM TO RETROFIT THE EXISTING PLUMBING SYSTEM WITH THE NEW BUILDING LAYOUT DWV SYSTEMS AND HOT AND COLD WATER SUPPLY AS REQUIRED. T ALL PLUMBING FIXTURES WILL BE REPLACED WITH HIGH EFFICIENCY LOW FLOW FIXTURES AS SCHEDULED. THE PROJECT IS TARGETING 35% WATER USE REDUCTION OVER STANDARD FIXTURES. NO SUBSTITUTIONS WILL BE ACCEPTED THAT INCREASE WATER USAGE. FIRE SPRINKLER DESIGN -BUILD FIRE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER SYSTEM. CURRENT WET PIPE SYSTEM SHALL BE INTEGRATED INTO NEW BUILDING. SEE ARCHITECTURAL SHEETS FOR BUILDING TYPE AND OCCUPANCY CLASSIFICATION. RECEIVED OCT 18 2011 PERMIT CENTER SEPARATE. 4 PERMIT AND APPROVAL REQUIRED R1C ARCHITECTURE &PLANNING erus MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com ECOTOPE ARC RESEARCH DESIGN 4056 9T1-1 AVENUE NE SEATTLE WA 98105 PH: (206) 322-3753 FAX: (206) 325 -7270 or, PNT I p,Q 00, oSTO aF WASy, % o T 0. a Project Number V) (L) sue.. 0 0 CD CO CO CO rn CO 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule GENERAL NOTES SHEET: MP1.0 MECHANICAL LEGEND SYMBOL DESCRIPTION HP -1 X OR OR OR O 10x4 40 8x10 Z 60 OR 6" rr rr DETAIL NUMBER, SHEET NUMBER SECTION /ELEVATION NUMBER, SHEET NUMBER INTERIOR ELEVATION NUMBER, SHEET NUMBER NOTE TAG REVISION TAG EQUIPMENT TAG SUPPLY DUCT OUT OF PAGE SUPPLY DIFFUSER RETURN /EXHAUST /RELIEF DUCT OUT OF PAGE RETURN /EXHAUST /RELIEF GRILLE WALL REGISTER DIFFUSER /GRILLE TAG (SIZE & CFM) RECTANGULAR DUCT DIMENSIONS (8" WIDTH X 10" DEPTH) ROUND DUCT DIMENSIONS (6" DIAMETER) FLEXIBLE CONNECTION FLEX DUCT ROUND DUCT TAKE -OFF RECTANGULAR TO ROUND DUCT TRANSITION AIRFOIL TURNING VANES FIRE SMOKE DAMPER (FSD) BALANCING DAMPER MOTORIZED DAMPER BAROMETRIC DAMPER FIRE DAMPER THERMOSTAT ARCH ARCHITECT BTUH BRITISH THERMAL UNITS PER HOUR CD CONDENSATE DHW DOMESTIC HOT WATER DN DOWN HTG HEATING TYP TYPICAL INDOOR HEAT PUMPS TAG LOCATION /SERVICE MFR MODEL INDOOR UNIT TYPE OUTDOOR UNIT HEAT CAPACITY (BTUH) COOL CAPACITY (BTUH) VOLTS/ PHASE MCA WEIGHT NOTES IHP -1 Management Assist. MITSUBISHI PKFY- P06NBMU -E WALL HUNG OHP -1 6,700 6,000 208/1PH 0.15 22 INCLUDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE OUTSIDE PER 2009 UPC. IHP -2 CC Director Office MITSUBISHI PLFY- POBNCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 INCLUDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE OUTSIDE PER 2009 UPC. IHP -3 CC SR Project Manager MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -4 CC Director Office MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -5 East Weatherization MITSUBISHI PEFY- P48NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -1 54,000 48,000 208/1 PH 3.41 93 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -6 West Cap Const MITSUBISHI PEFY- P36NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -1 40,000 36,000 208/1PH 3.33 93 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -7 E Director Office MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 - 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -8 Conference A MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1 PH 0.23 34 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -9 SW MAINTENANCE 144 MITSUBISHI PEFY- P18NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -1 20,000 18,000 208/1 PH 1.56 58 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -10 MNGR OFF 145 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -11 OFF 146 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 APPROVED PROVIDES LOCATION 19" OF LIFT, CROUTE ONDENSATE CONDENSATE PUMP INTO UNIT IHP -12 MNGR OFF 147 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -13 MNGR OFF 129 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -14 MNGR OFF 130 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, . ROUTE CONDENSATE TO APPROVED LOCATION IHP -15 CT /HQS OPEN OFFICE 125 MITSUBISHI PEFY- P24NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -2 27,000 24,000 208/1 PH 2.25 71 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION, PROVIDE WITH FILTER BOX IHP -16 OFFICE 132 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -17 MNGR OFF 127 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -18 MNGR OFF 128 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1 PH 0.23 34 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -19 SECTION 8 OPEN OFFICE 122 MITSUBISHI PEFY- P72NMHU -E HIGH STATIC CEILING CONCEALED DUCTED OHP -2 80,000 72,000 208/3PH 5.6 221 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -20 SUPP HOUSING 123 MITSUBISHI PEFY- P24NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -2 27,000 24,000 208/1 PH 2.25 71 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION, PROVIDE WITH FILTER BOX IHP -21 MNGR OFF 120 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -22 MNGR OFF 119 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -23 MNGR OFF 118 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1 PH 0.23 34 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -24 MNGR OFF 117 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1P H 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -25 SECTION 8 OPEN OFF 121 MITSUBISHI PEFY- P48NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -3 54,000 48,000 208/1 PH 3.41 93 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -26 CONF 05 116 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -2 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -27 WORK ROOM MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -28 OFF MNGR 112 NOT USED PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -29 SWITCH BOARD 113 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -30 INT 04 111 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -31 INT 03 110 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -32 INT 02 108 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -33 INT 01 107 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -34 WAITING /LOBBY 101 MITSUBISHI PEFY- P48NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -3 54,000 48,000 208/1 PH 3.41 93 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -35 SRRS Mgr MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -36 RES SERVICES 186 INTERIOR MITSUBISHI PEFY- P18NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED 20,000 18,000 208/1 PH 1.56 58 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, CONDENSATE ROUTE CONDENSATE TO APPROVED LOCATION IHP -37 DIR OFF 184 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -38 OFF 183 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -39 RES SERVICES 186 PERIMETER MITSUBISHI PEFY - P27NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -3 30,000 27,000 208/1 PH 2.49 71 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -40 OFF 182 MITSUBISHI PLFY- P08NCMU -E CASSETTE : OHP -3 9,000 8,000 208/1 PH 0.23 34 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -41 DINING, LOUNGE, KITCHEN 179, 181, 180 MITSUBISHI PEFY- P27NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -1 30,000 27,000 208/1PH 2.49 71 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -42 CONF 02 178 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1 PH 0.23 34 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -43 CONF 01A 175 MITSUBISHI PEFY- P27NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -1 30,000 27,000 208/1PH 2.49 71 MOUNT TO STRUCTURE GRAVITY DRAIN CONDENSATE TO APPROVED LOCATION IHP -44 CONF 03 177 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -45 CON 04 176 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -1 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -46 CONF 01B 175 MITSUBISHI PEFY- P27NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -1 30,000 27,000 208/1PH 2.49 71 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -47 HALL. & CAFE, 159, 162 MITSUBISHI PEFY- P36NMAU -E MEDIUM STATIC CEILING CONCEALED DUCTED OHP -3 40,000 36,000 208/1 PH 3.33 93 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -48 OFF 161 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -49 CONF 06 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION IHP -50 OFF 187 MITSUBISHI PLFY- P08NCMU -E CASSETTE OHP -3 9,000 8,000 208/1 PH 0.23 34 CONDENSATE PUMP IN UNIT PROVIDES 19" OF LIFT, ROUTE CONDENSATE TO APPROVED LOCATION OUTDOOR HEAT PUMPS TAG MFR MODEL HEAT CAPACITY (BTUH) COOL CAPACITY (BTUH) EER COP (47 F) VOLTS/ PHASE MCA WEIGHT OHP -1 MITSUBISHI PURY- P216TJMU -A 228,000 216,000 10.9 3.25 208/3PH 84 1170 OHP -2 MITSUBISHI PURY- P144TJMU -A 160,000 144,000 10.9 3.25 208/3PH 59 695 OHP -3 MITSUBISHI PURY- P216TJMU -A 228,000 216,000 10.9 3.25 208/3PH 84 1170 BC CONTROLLERS TAG SERVICE MFR MODEL VOLTS/ PHASE CURRENT DRAW WEIGHT NOTES BCC -1 OHP -1 MITSUBISHI CMB- P1016NU -HA 208/1PH 1.54 172 PROVIDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE TO APPROVED LOCATION PER 2009 UPC. BCC -2 OHP -1 MITSUBISHI CMB- P108NU -GA 208/1PH 0.51 82 PROVIDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE TO APPROVED LOCATION PER 2009 UPC. BCC -3 OHP -2 MITSUBISHI CMB- P1016NU -HA 208/1 PH 1.54 172 PROVIDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE TO APPROVED LOCATION PER 2009 UPC. BCC -4 OHP -3 MITSUBISHI CMB- P1016NU -HA 208/1 PH 1.54 172 PROVIDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE TO APPROVED LOCATION PER 2009 UPC. BCC -5 OHP -3 MITSUBISHI CMB- P108NU -GA 208/1PH 0.51 82 PROVIDE ACCESSORY CONDENSATE PUMP OR ROUTE CONDENSATE TO APPROVED LOCATION PER 2009 UPC. FANS TAG MFR MODEL FLOW (CFM) SP" VOLTS/ PHASE POWER (W) CURRENT DRAW WEIGHT NOTES SF -1 FANTECH FKD -16 1250 1.1 120/1PH 742 6.39 55 HANG FAN FROM STRUCTURE, VIBRATION ISOLATION MOUNTS, DUCT FLEX CONNECTIONS ON BOTH SIDES OF FAN FOR VIBRATION ISOLATION. PROVIDE VARIABLE VOLTAGE RHEO -STATS NEAR FANS. FANS CONTROLLED WITH VRF CENTRAL CONTROLLER PER SEQUENCE EF -1 FANTECH FKD -16 1250 1.1 120/1 PH 742 6.39 55 HANG FAN FROM STRUCTURE, VIBRATION ISOLATION MOUNTS, DUCT FLEX CONNECTIONS ON BOTH SIDES OF FAN FOR VIBRATION ISOLATION. PROVIDE VARIABLE VOLTAGE RHEO -STATS NEAR FANS. FANS CONTROLLED WITH VRF CENTRAL CONTROLLER PER SEQUENCE SF -2 FANTECH FKD -16 1350 1.1 120/1 PH 742 6.39 55 HANG FAN FROM STRUCTURE, VIBRATION ISOLATION MOUNTS, DUCT FLEX CONNECTIONS ON BOTH SIDES OF FAN FOR VIBRATION ISOLATION. PROVIDE VARIABLE VOLTAGE RHEO -STATS NEAR FANS. FANS CONTROLLED WITH VRF CENTRAL CONTROLLER PER SEQUENCE EF -2 FANTECH FKD -16 1350 1.1 120/1 PH 742 6.39 55 HANG FAN FROM STRUCTURE, VIBRATION ISOLATION MOUNTS, DUCT FLEX CONNECTIONS ON BOTH SIDES OF FAN FOR VIBRATION ISOLATION. PROVIDE VARIABLE VOLTAGE RHEO -STATS NEAR FANS. FANS CONTROLLED WITH VRF CENTRAL CONTROLLER PER SEQUENCE EF -3 FANTECH FKD -16 1335 1.1 120/1 PH 742 6.39 55 HANG FAN FROM STRUCTURE, VIBRATION ISOLATION MOUNTS, DUCT FLEX CONNECTIONS ON BOTH SIDES OF FAN FOR VIBRATION ISOLATION. PROVIDE VARIABLE VOLTAGE RHEO -STATS NEAR FANS. FANS CONTROLLED WITH VRF CENTRAL CONTROLLER PER SEQUENCE - EF -3 FANTECH FKD -16 1335 1.1 120/1 PH 742 6.39 55 HANG FAN FROM STRUCTURE, VIBRATION ISOLATION MOUNTS, DUCT FLEX CONNECTIONS ON BOTH SIDES OF FAN FOR VIBRATION ISOLATION. PROVIDE VARIABLE VOLTAGE RHEO -STATS NEAR FANS. FANS CONTROLLED WITH VRF CENTRAL CONTROLLER PER SEQUENCE EF -4 FANTECH G -143 1900 0.25" 120/1 PH 230 2 77 SW MAINTENANCE ROOM EXHUAST FAN, CONTROL WITH WALL MOUNTED ' RHEO -STAT, SHEET NOTE 3 FOR LOCATION ENERGY RECOVERY VENTILATORS TAG MFR MODEL FLOW (CFM) SENS RECOV. EFF. LATENT EFF PRESSURE DROP ("WC) WEIGHT DIMENSIONS NOTES ERV -1 BUILDING PERFORMANCE EQUIPMENT. INC. BPE -XE -MIR 2000 1250 83.7 11.8 0.25 376 70X48X28 USED FOR MAIN BUILDING VENTILATION, USE WITH EF -1, SF -1 FANS. ERV -2 BUILDING PERFORMANCE EQUIPMENT. INC. BPE -XE -MIR 2000 1335 82.1 15.5 0.28 376 70X48X28 USED FOR MAIN BUILDING VENTILATION, USE WITH EF -2, SF -2 FANS. ERV -3 BUILDING PERFORMANCE EQUIPMENT. INC. BPE-XE-MIR 2000 1350 81.8 16.2 0.28 376 70X48X28 USED FOR MAIN BUILDING VENTILATION, USE WITH EF -3, SF -3 FANS. VENTILATOR TAG TYPE MFR MODEL SIZE NOTES RV -1 LOUVERED PENTHOUSE GREENHECK WIR 28x44 PROVIDE WITH BIRD /INSECT SCREEN AND ROOF CURB RIC ARCHITECTURE & PLANNING er us MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN 4056 9TH AVENUE NE SEATTLE WA 98105 PH: (206) 322 -3753 FAX: (206) 325-7270 ooQa❑0000 oONTIO o0 00 `Z` R� OO O C OF WAS /* p o ,��, ± tics o P11-- L-1() DIFFUSERS TAG TYPE MFR MODEL SIZE MOUNTING FINISH NOTES 1 CEILING SUPPLY DIFFUSER SHOEMAKER 700 MA SEE DRAWINGS LAY -IN WHITE 2x2 PANEL WITH INSET DIFFUSER 2 FILTER RETURN GRILLE SHOEMAKER 920 FG SEE DRAWINGS FLUSH WHITE 2" FILTER 3 WALL SUPPLY GRILLE SHOEMAKER 903 SEE DRAWINGS FLUSH WHITE 4 CEILING PERFORATED RETURN GRILLE SHOEMAKER 830 2x2 LAY -IN /FLUSH WHITE FLUSH MOUNT IN HARD -LID, LAY -IN IN T -BAR 5 DUCT MOUNTED ROUND SUPPLY DIFFUSER SHOEMAKER RD SEE DRAWINGS DUCT MOUNT WHITE 6 WALL RETURN GRILLE SHOEMAKER 915 SEE DRAWINGS FLUSH WHITE 7 SPOT DIFFUSER SEIHO PK -E SEE DRAWINGS DUCT MOUNT ALUMINUM MOTORIZED DAMPERS , TAG TYPE MFR MODEL NOMINAL DUCT SIZE POWER VOLTAGE NOTES MD -1 MOTORIZED DAMPER - ERV EXHAUST RUSKIN CD -60 30x30 11 WATTS 110/1 PHASE CONTROL WITH VRF DIDO BOARD, NC, SPRING RETURN, LOCATED OUTSIDE AIR - STREAM MD -2 MOTORIZED DAMPER - ERV OA INTAKE RUSKIN CD -60 30x30 11 WATTS 110/1 PHASE CONTROL WITH VRF DIDO BOARD, NC, SPRING RETURN, LOCATED OUTSIDE AIR - STREAM FILTER BOXES TAG TYPE MFR MODEL DIMENSIONS CLEAN PRESSURE DROP ("WC ") DIRTY PRESSURE DROP ("WC ") EFFICIENCY (MERV) NOTES FB -1,2,3 ERV RETURN FILTER BANK FB-4 ERV OUTSIDE AIR FILTER BANK sionammomi Project Number CO 00 00 rn ca 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule MECHANICAL RECEIVED SCHEDULE OCT 18 2011 PERIIITCEbITER SEPARATE 4 PERMIT AND APPROVAL REQUIRED SHEET: M1.0 •-; --------- --•••--•-••• -------- - 1 •2•09%/"N • EF-4 0 r-7 MECHANICAL ROOF PLAN Scale: 1/8" = 1' 0 SHEET KEY NOTES 1. REFRIGERANT PIPING SETS ROUTE DOWN THROUGH ROOF THROUGH A WEATHER—TIGHT ROOF CAP. SEE DETAIL 8, M4.0 2. ERV-1,2,3 FRESH OUTSIDE AIR INTAKE THROUGH WEATHER—PROOF INTAKE AIR DUCT AND FILTER BOX FB-4. SEE DETAIL 9 ON M4.0. 3. PLUMBING VENTS LOCATED ON THIS SIDE OF OUTDOOR HEAT PUMPS, COORIDNATE WITH PLUMBER. 4. OUTDOOR HEAT PUMPS MOUNTED ON 4X4 TREATED LUMBER SLEEPERS, SEE DETAIL 4, M4.0 5. 30"x30" ROOF PENETRATION RECEIVED OCT 18 2011 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED RIC ARCHITECTURE &PLANNING us MILL. ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN 4056 9TH AVENUE NE SEATTLE WA 98105 PH: (206) 322-3753 FAX:12061325-7270 000000000 oo,*1- 1 viAs 4,41, o 4, Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule MECHANICAL ROOF PLAN SHEET: M2.3 0 IuII 15x24 DIFFUSER PLENUM FLEX DUCT SUPPLY DUCT HANGER W/ VIBRATION ISOLATION SUPPLY PLENUM (BEHIND) M.44.5,2■16. FLEX DUCT TAP SUPPLY DIFFUSER ACOUSTIC CEILING "CLOUD" ----------- : 3;1 evAruxuee ; PA; # , rr.1 15x24 itbN MEP ERV-1 IFB-1 8", 100 CFM 160 60 EF-1 SUPPLY AIR DUCT FROM IHP-19 2222.12,22,2,51,V.1,55,7,3117,41,,,N.5 ....K.., • ; • ; ; ; ••• ••••;;,..;:•;;;;;;;.5 CLOUD HVAC & DUCT SECTION ) DROP DUCT DOWN BELOW STRUCTURE MD-2 1 °n1 30111'1V CFM 1 160 1160 160 Eli El -11— 8, 200 CFM MD-1 1 (TYP-2 160 160 11 SF-2 EF-2 10x6 v-=-1 50 (rT'P-4) BRANCH DUCT TAP TO DIFFUSERS • SCALE: 1/4" = 1' ff•;'•;* m:;km,tw•5: kw.m. mzozmwskionz BRANCH DUCT TAP TO DIFFUSERS r '■ BRANCH DUCT TAP TO DIFFUSERS ...7,2265156651, 116%,„li ERV- e; 6",. 50 CFM 6", 50 CFM (TYP-2) 24x24 • ® SECTION 8 HVAC DUCT SECTION SCALE: 1/4" = 1' 15x24 1E_ 24x 10", 350 CFM V.XYANITARK.SNAM*. MEZZANINE ENLARGED PLAN SCALE: 1/4" = 4.* RETURN PLENUM HANGER W/ VIBRATION ISOLA-110N SUPPLY DUCT T.O. Upper Par.aoet (BEHIND)[ Z;;;MSSIIINAMT4MSV'' RETURN GRILLE ezza e.„.-9 .40;M:geMI$;;M:MI:MW " MIMS: .2.2.,2222222,722,2,24.. LOBBY RESTROOMS SECTION SCALE: 1/4" = 1' Mein L SUPPLY AIR DUCT SPOT DIFFUSER BALANCING DAMPER FLEX DUCT CASSETTE, INDOOR UNIT OUTSIDE AIR DUCT .22.2222.2.2222.22.222222,24,5.20:22.:20:2222222,42222222.22.220...22,,, 5 HALL 159 SECTION Main Level 0' - ate T.0 . Unaei:' Parapet , % • .., Mezzanine i....evei= 9' 0" Main evai SCALE: 1/4" = RECEIVED OCT 18 2011 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED RIC & US ARCHITECTURE PLANNING • MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN 4056 9TH AVENUE NE SEATTLE WA 9E1105 PH: (206) 322-3753 FAX: (206) 325-7270 Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule MECHANICAL SECTIONS & ENLARGED MEZZ PLAN SHEET: M3.0 1 HIGH AS POSSIBLE WITHIN CEILING SPACE DIFFUSER -N NECK i/—UNI —STRUT LAMP CRUSH REFRIGERANT RESISTANT PIPING INSULATION REFRIGERANT -CLAMP PIPING INSULATION NOTES: USE ZSI CUSH —A —THERM INSULATED PIPING CLAMP OR EQUIVALENT REFRIGERANT PIPING SUPPORT SUPPORT FROM ROOF STRUCTURE STRAP FLEX DUCT TO RIGID NTS # 32 DIFFWTEE MANUAL VOLUME DAMPER; LOCATE NEAR TAKEOFF FROM MAIN FLEX DUCT -SAME SIZE AS DIFFUSER NECK UNLESS NOTED OTHERWISE. CEILING J DIFFUSER -SEE SCHEDULE MAIN DUCT RIGID BRANCH DUCT CEILING DIFFUSER W/ FLEXT DUCT INSTALLATION NTS 1. DUCT 2. SHEET -METAL STRAP 1" (25.4 -MM) WIDE OF SAME METAL GAUGE AS DUCT. 3. ANGLE - NOT LESS THAN 1 "x1'x1 /8' (25.4x25.4x3MM), SIZED TO MATCH DUCT. 4. SHEET -METAL BAND 1" (25.4 -MM) WIDE OF SAME METAL GAUGE AS DUCT. 5. ALL - THREAD HANGER ROD WITH ACCESSORIES AS USED FOR LIGHT PIPE HANGER. SHEET -METAL DUCT HANGERS EXHAUST HOOD PRE - FABRICATED ROOF CURB NTS WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER - PROOFING REQUIREMENTS EXHAUST DUCT EXHAUST FAN CURB DETAIL NTS CEILING TRANSFER GRILLE SHEET METAL HOOD PRE - FABRICATED ROOF CURB REFRIGERANT PIPING TO OUTDOOR UNIT FOAM IN OPENING AFTER REFRIGERANT PIPING IS INSTALLED REFRIGERANT PIPING TO BC CONTROLLER NTS WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER - PROOFING REQUIREMENTS ROOF OPENING FACTORY FURNISHED SPRING TYPE VIBRATION ISOLATORS SIZED FOR 1" STATIC DEFLECTION. MOUNT UNIT LEVEL. FAN UNIT, MOUNT LEVEL 18 GAUGE FLASHING & COUNTER FLASHING 4 "X4" TREATED DOUGLAS FIR SLEEPER WATER PROOF IN ACCORDANCE WITH ARCHITECTURAL SPEC'S GALVANIZED FASTENERS COUNTERSUNK INTO SLEEPER & SEALED WITH MASTIC SEE ARCH SHEETS FOR ROOFING & ROOF DETAILS NOTE: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTONG STATE ENGINEER AS A DEFERRED SUBMITTAL. TYP ROOFTOP UNIT MOUNTING WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER - PROOFING REQUIREMENTS SHEET METAL HOOD PRE - FABRICATED ROOF CURB REFRIGERANT PIPING CURB DETAIL NTS ILTER A DUCT BANK FB -4 —DUCT SUPPORT PER SMACNA INSULATED OA PLENUM —. —M-- MOTORIZED DAMPER INSULATED GA DUCT TO ERVS ERV OA INTAKE DETAIL NTS NTS NOTE: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. U -. SSA r U-• SSA • ROOF, SEE ARCH FOR DETAILS NEOPRENE VIBRATION ISOLATORS, SIZED FOR 1/2 INCH TOTAL STATIC DEFLECTION. 1/2" THREADED ROD, TYPICAL MC UNIT LOCK NUT, TYP. BIRD /INSECT SCREEN MINIMUM 8.5 SQUARE FOOT OPENING, MINIMUM 10' FROM EXHAUST, PLUMBING VENTS, ETC. TYP VIBRATION ISOLATOR WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER- PROOFING REQUIREMENTS OUVERED PENTHOUSE GRAVITY VENTILATOR NTS PRE- FABRICATED ROOF CURB EXHAUST PLENUM MOTORIZED I� DAMPER i EXHAUST DUCT FROM ERVS V ERV EXHAUST PENTHOUSE DETAIL NTS RECEIVED OCT 18 2011 PERMITCENTER SEPARATE 4 PERMIT AND APPROVAL REQUIRED RICE ARCHITECTURE & PLANNING erus MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN 4056 9TH AVENUE NE SEATTLE WA 98105 PH: (206) 322 -3753 FAX: (206) 325 -7270 0000000 o° NT I 0 °o O pF WAS /// CD ta- p- ti) 0 N- 00 CO ict rn cd F- .• Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule SHEET: M4.0 FMIN LENGTH = 4 x DUCT WIDTH -,— WALL DIFFUSER 7 — — — /- LINED DUCT I - - — IILL \ \ \LL \l{ \l1 \ \ \ \\3 \lf \I \—CEILING ROP DIFFUSER CEILING \—FULL HEIGHT WALL • x CEILING TRANSFER GRILLE SHEET METAL HOOD PRE - FABRICATED ROOF CURB REFRIGERANT PIPING TO OUTDOOR UNIT FOAM IN OPENING AFTER REFRIGERANT PIPING IS INSTALLED REFRIGERANT PIPING TO BC CONTROLLER NTS WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER - PROOFING REQUIREMENTS ROOF OPENING FACTORY FURNISHED SPRING TYPE VIBRATION ISOLATORS SIZED FOR 1" STATIC DEFLECTION. MOUNT UNIT LEVEL. FAN UNIT, MOUNT LEVEL 18 GAUGE FLASHING & COUNTER FLASHING 4 "X4" TREATED DOUGLAS FIR SLEEPER WATER PROOF IN ACCORDANCE WITH ARCHITECTURAL SPEC'S GALVANIZED FASTENERS COUNTERSUNK INTO SLEEPER & SEALED WITH MASTIC SEE ARCH SHEETS FOR ROOFING & ROOF DETAILS NOTE: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTONG STATE ENGINEER AS A DEFERRED SUBMITTAL. TYP ROOFTOP UNIT MOUNTING WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER - PROOFING REQUIREMENTS SHEET METAL HOOD PRE - FABRICATED ROOF CURB REFRIGERANT PIPING CURB DETAIL NTS ILTER A DUCT BANK FB -4 —DUCT SUPPORT PER SMACNA INSULATED OA PLENUM —. —M-- MOTORIZED DAMPER INSULATED GA DUCT TO ERVS ERV OA INTAKE DETAIL NTS NTS NOTE: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. U -. SSA r U-• SSA • ROOF, SEE ARCH FOR DETAILS NEOPRENE VIBRATION ISOLATORS, SIZED FOR 1/2 INCH TOTAL STATIC DEFLECTION. 1/2" THREADED ROD, TYPICAL MC UNIT LOCK NUT, TYP. BIRD /INSECT SCREEN MINIMUM 8.5 SQUARE FOOT OPENING, MINIMUM 10' FROM EXHAUST, PLUMBING VENTS, ETC. TYP VIBRATION ISOLATOR WATER PROOF, SEE ARCH SPECIFICATIONS FOR WATER- PROOFING REQUIREMENTS OUVERED PENTHOUSE GRAVITY VENTILATOR NTS PRE- FABRICATED ROOF CURB EXHAUST PLENUM MOTORIZED I� DAMPER i EXHAUST DUCT FROM ERVS V ERV EXHAUST PENTHOUSE DETAIL NTS RECEIVED OCT 18 2011 PERMITCENTER SEPARATE 4 PERMIT AND APPROVAL REQUIRED RICE ARCHITECTURE & PLANNING erus MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN 4056 9TH AVENUE NE SEATTLE WA 98105 PH: (206) 322 -3753 FAX: (206) 325 -7270 0000000 o° NT I 0 °o O pF WAS /// CD ta- p- ti) 0 N- 00 CO ict rn cd F- .• Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule SHEET: M4.0 PLUMBING LEGEND SYMBOL ABBN DESCRIPTION P1 PLUMBING FIXTURE TAG 1O NOTE TAG REVISION TAG SERVICE SHUTOFF VALVE BALANCING VALVE —�I— SPRING CHECK VALVE SPRING CHECK VALVE (NO SLAM) �P PRESSURE REDUCING VALVE 1:E1 THERMOSTATIC MIXING VALVE AUTOMATIC AIR VENT © g P PRESSURE GAGE ® gT TEMPERATURE GAGE PUMP EXPANSION TANK —p.- DIRECTION OF FLOW --0 PIPE CONNECTION TO FIXTURE —0 PIPE T- CONNECTION -e PIPE BREAK (CONTINUATION) b (*I OR COLD WATER HOT WATER CIRCULATING HOT WATER EXISTING WASTE LINE WASTE VENT ARCH ARCHITECT C.O. CLEAN OUT CD CONDENSATE CW COLD WATER DHW DOMESTIC HOT WATER DN DOWN FCO FLOOR CLEAN OUT FD FLOOR DRAIN HW HOT WATER HWC CIRCULATING HOT WATER TYP TYPICAL V VENT VTR VENT TO ROOF W WASTE LINE LOW -FLOW PLUMBING FIXTURES MEN'S WATER CLOSETS: 1.28 GPF WOMEN'S & ADA WC: DUAL FLUSH, 1.6/1.1 GPF URINALS: PINT FLUSH LAVATORIES: 0.5 GPM KITCHEN SINKS: 2.0 GPM SHOWERS: 1.75 GPM PLUMBING SCHEDULE SYMBOL DESCRIPTION W V CW HW P1 WATER CLOSET, FLOOR MOUNTED: SLOAN MODEL WETS 2002.1201- 1.6/1.1 SOLIF DF, WHITE, SIPHON JET WITH CHURCH 296SSCT ELONGATED OPEN FRONT SEAT. 4 2 1 - P1A ADA WATER CLOSET, FLOOR MOUNTED: SLOAN MODEL WETS 2022.1201 - 1.6/1.1 SOLIF DF, WHITE, SIPHON JET WITH CHURCH 296SSCT ELONGATED OPEN FRONT SEAT. 4 2 1 - P2 URINAL: ZURN ULTRA LOW -FLOW MODEL Z5708, USE CARRIER JR SMITH:MODEL 0616 2 1-1/2 3/4 - P3 LAVATORY: AMERICAN STANDARD, RONDALYN- 0491.019, VITREOUS CHINA WITH POP -UP LAVATORY DRAIN, TRAP AND SUPPLIES. FAUCET: SLOAN EAF- 275 -ISM SOLAR OPERATED WITH USER TEMPERATURE ADJUSTMENT AND 0.5 GPM MAX FLOW AERATOR. 1_1/2 1 -1/2 1/2 1/2 P4 SHOWER VALVE: PRESSURE BALANCING AMER. STAND. T385.500.002/R1 1 oSS RELIANT 3. SHOWER HEAD: KOHLER K- 10240 -CP FORTE, 1.75 GPM. 2 1-1/2 1/2 1/2 P5 DRINKING FOUNTAIN: ADA HI -LO MODEL ELKAY EDFP- 217 -C. 2 1 -1/2 1/2 - P6 SINK: ELKAY "LUSTERTONE" DLR332212, DOUBLE COMPARTMENT, 18 GAUGE TYPE 302 STAINLESS STEEL, SELF - RIMMIING. 3 FAUCET HOLES ON 4" CENTERS, WITH LK -335 DUO STRAINER. FAUCET: CHICAGO MODEL 786 -E3SW. 2 1-1/2 1/2 1/2 P7 DISHWASHER: SEE ARCHITECT SPECS, MAKE WASTE AND WATER CONNECTIONS, PROVIDE AIR GAP FITTING. 3 / 4 _ _ 1/2 P8 FLOOR DRAIN: J.R. SMITH FIG. 2692 -02, CAST IRON BODY WITH NICKLE BRONZE STRAINER. 2 1-1/2 - - P9 OPEN SITE DRAIN: J.R. SMITH FIG. 3950T, CAST IRON. 1-1/2 1-1/2 - - P10 POINT OF USE WATER HEATER: EXISTING ARISTON WATER HEATER. RELOCATE AS SHOWN ON DRAWING. _ _ 1 2 1/2 P11 WATER HEATER: AO SMITH MODEL DEN -80, WITH 4000/4000 WATT SIMULTANEOUS HEATING ELEMENTS, 208V/14. WATTS 100XL T &P VALVE. _ _ 1 1 P12 NOT USED. - - - - P13 MOP SINK: FIAT MODEL TSBC -6010, 36 "X24 ", TERRAZO CONSTRUCTION, FACTORY STAINLESS STEEL DRAIN BODY & STRAINER PLATE WITH. STAINLESS STEEL CURB CAPS. FAUCET: FIAT MODEL 830 -AA SERVICE FAUCET, VACUUM BREAKER AND 3/4" HOSE THREAD OUTLET. 1_1/2 1/2 1/2 P14 HOT WATER CIRCULATION PUMP: UPONOR D'MAND MODEL 100. 1/25 HP, 110V/1PH. PROVIDE WITH HARDWIRED MOTION SENSOR. _ _ _ 1 2 / EX1 EXPANSION TANK: AMTROL MODEL ST12. - - 1/2 - MV1 MIXING VALVE: LAWLER MODEL 805. SET FOR 120'F OUTPUT TEMPS. - - 1 1 GLOBE VALVE \___PRV. WATTS U5 -2. SET AT 55 PSI. PRV STATION PIPING DETAIL NTS FLOOR DRAIN GROUT OR CONCRETE EXISTING CONCRETE CONCRETE FLOOR FLOOR DRAIN INSTALLATION THERMOMETER HWC -- TO FIXTURES (2— - DRAIN VALVE 36" DRAIN PAN r HEAT TRAP NTS DHW TO FIXTURES - - -a? CW IN STORAGE TANK 3/4" ASME TEMPERATURE AND PRESSURE RELIEF VALVE, DRAIN TO APPROVED LOCATION PROVIDE SUPPORT DRAIN TO APPROVED LOCATION HOT WATER TANK PIPING DETAIL NTS RECEIVED OCT 18 2011 PERMIT CENTER P RM SEPARATE APPROVAL REQUIRED 4 mc ARCHITECTURE &PLANNIN MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN A 40569TH AVENUE NE SEATTLE WA 98105 PH: (206) 322-3753 FAX: (206) 325-7270 ON' ;,, I OR °oo� O °O c k.0F WA ,,it, Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule PLUMBING SCHEDULE & DETAILS SHEET: P1.0 ........................ DIRECTOR OFFICE 157 Cu-) RELOCATE EXISTING WATER HEATER MGR. OFFICE M OR, OFFICE 5 zl 1 -5 i Room 19 (154A 180B) EXISTING C.O. pp C.EIT;1.. CONE $ RUC f ICS r'6 OPEN OFFICE 14 K i :GH" ABOVE T .. EA) HERIZATIO WORK RIM q 152 Imarvcw,cu..,- »xaw. ✓,x .�,^ In '° HALL } } € DRS %E a�_�:cuTAREA € 1NEATHERVATION OPEN OFR E . . 151 } DIRECTOR E OFFICE 150 SW, MAINTENANCE OPEN OFF CE MAINTENANCE RECEIVING AREA 143 „„,vxtimxvrvv^.:.•u<n'.w: vwsr:umv�,"<.x:s,tt. tvwrr.:«. u... ary :,m»vx,crowmvm�mr+xxa<•.•m.<xam. CONFERENCE • $ 141; uu:H�H,mab a WEA f H RI A 1ON CURE FILE { { STORAGE 148 . ay.,:9„v` ; eaaxxmmev wa ==.74D MNG , OFM3 I 169 \: WEATHER. TOR, � — EXIST. 4" W O DIET RM. 01 nil.: WET JAI 1 `>. 171. 3/4" W FROM I0RAIN PAN. DRIP TO P13. u£ .y"'s.:C3 A SHARED DINING MEN'S I.ESTR. {' SHARED KITCHEN N 130 HW L.00 E 1 1-1/2" CW 167 ABOVE IN ME`Z 14E 138 . j. 1" CW 1" :HW i,.... 1 -1/2 "I R 3/4" 2" KCHA UNE FOR �.L WW;. R -.Fr Wti ... ..::,3%.....A i.2.3 3" VTR `,CH £., o-$ MAR 1a 'MEER 01 N-FOLD :DOOR TYP {3F, 3 /4 CW Jan iNi+o. WOMEN'S R . .E ,S T 3 R , O O ' � d 'WOMEN'S LOCKER RIV } 165 54. 1 53: 63 ,=====-4 HALL , 1S STO'R. 138 SECTION 8 FILE STO: CAFE 1 w s CON 137 (178A 5 Roomx 188 3 L OM N y,'i 151 159 «<aewx�awawuwv�aeca«.w INTERVIEW RM. 01 185 107 1 r§ INTERVIEW sl 02 I1 L Ea Ee2 1.11, INTERVIEW 1'k?1, p ASSOC, 'RECTOR 110 Work :Ar a 117 126 SIGNR. OEMMC'< OUTSli';'ING CHAIN LINK DOORS (..0 °ENG,1 T -0" '.,EAR TErANCE _133 GENERAL .:CIn,.EM. • • --,--7.11—,..,=============================n==.-, ,.,:-._.,,». :x„�v:::m»,.�,�»,w.,,,,..r::.�. OFFICE E f:,aa:a.,I E 129 130 CIO I NOS OPEN OFFrCIE NEW MNOR, IGE.. OFFICE OFFICE 127 FCO :::.,. : »:.,•x•::x• :a a„ ,•x.:x,»„xa, . .w�.,.,��„y �S, OFFICE }9 106 DIRECTOR 112 _ btv. x :xx w.S �' Ys R k .� fxcvx,v»rm,wrrvavxw:x,wwxean:.vL WORK ROOM 114 'OFFICE U M I R, EXISTING C.O. RESIDENT SERVICES ES OPEN c:* °1c RECEPTION 102 �� >�r 3 EXISTING SANITARY LINE LOCATION WAITING I LOBBY CE :> aN�s'1�. <,, 101 BOARD 113 121 EXISTING C.O. a" TI: NE OPEN O F F I ,,, 115 PLUMBING FLOOR PLAN Scale: 1/8" = 1' MGN & +. OFFICE 120 ,.„�:,.,vavurxt,,auu:am�:l: =A r ma�•'i �v�• x,•.�srrrr,a:autu:»xow,•s.:•r.n 0 O PROJECT N EED IN I" OPEN OFFICE 1:T IV E:HOUSING SECTION 8 OPEN OF F I <°, E 2 131 ALER RISER E.M, 131 GENERAL NOTES A. LOCATIONS OF EXISTING WASTE LINES ARE FROM ORIGINAL DRAWINGS. VERIFY EXACT LOCATIONS PRIOR TO MAKING ANY CONNECTIONS. O SHEET NOTES 1. OPEN SITE DRAIN FOR CONDENSATE. TIE INTO EXISTING PLUMBING. COORDINATE LOCATION AND DETAILS WITH ARCHITECT. 2. CONNECT TO EXISTING 4" WASTE LINE. 3. HOT WATER CIRCULATION PUMP P14 ACTIVATED BY HARDWIRED MOTION SENSOR MOUNTED ON CEILING ABOVE SINK. COORDINATE LOCATION OF EYE WITH ARCHITECT. 4. CW STUB OUT FOR COFFEE MAKER. CONFIRM LOCATION WITH ARCHITECT. 5. RELOCATE EXISTING WATER HEATER, P10 ABOVE TO MEZZANINE. DRIP DRAIN PAN TO LAV TAIL PIECE. PRESSURE REDUCING STATION. SEE DETAIL 3/P1.0. SET TO 65 PSI. 2 "CW CONNECT TO EXISTING CW LINE IN CEILING SPACE. RECEIVED OCT 18 2011 PERMITCENTER SEPARATE PERMIT AND APPROVAL REQUIRED RIC ARCHITECTURE us &PLANNING MIL ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com ECOTOPE CONSULTING RESEARCH DESIGN 4056 9TH AVENUE NE SEATTLE WA 98 105 PH: (206) 322-3753 FAX: (206) 325-7270 c 0:00:3:A s0:041,0: o = < < > o z -7) z = w 0 ce 0 cr) um' c) Project Number a) CO CO CU 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule PLUMBING PLAN SHEET: P2.1 ABBREVIATIONS A AMMETER; AMPERE; AUTOMATIC; PHASE A AC ALTERNATING CURRENT; AIR CONDITIONING AFF ABOVE FINISHED FLOOR AIC AMPERE INTERRUPTING CAPACITY AMP AMPERE ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AWG AMERICAN WIRE GAGE BHP BRAKE HORSEPOWER BLDG BUILDING BRKR BREAKER BSMT BASEMENT C CB CCTV CKT CL CLG CO COMMUNICATIONS; CONDUIT; PHASE C CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CURRENT LIMITING; CENTER UNE CEIUNG CONDUIT ONLY COL COLUMN COMB COMBINATION COMM COMMUNICATIONS COMPR COMPRESSOR CONN CONNECTION CORR CORRIDOR CP CHILD PROOF CPT CONTROL POWER TRANSFORMER CR CONTROL RELAY CRT CATHODE RAY TUBE CT CURRENT TRANSFORMER CU COPPER CW COOL WHITE DB DC DIA DIAG DIM DISC DISTR DIV DN DPNL DS DWG EA EC ECB EGC ELEC ELEV EM ER EMT EP EQUIP EWC EXH EXIST FA FAAP FC FIC FIG _ FIO FIXTR FLA FLEX FLR FLUOR FM FO FOIC FT FTC FURN FUT FVNR FVR GC GEN GFCI GFI GFP GFR GFS GSR CRAP HH HID. HP HPS HR HTR HVAC HW HZ C EEE ES MC JB KV KVA KVAR KW KWH DEEP DIRECT BURIAL DIRECT CURRENT DIAMETER DIAGONAL; DIAGRAM DIMENSION DISCONNECT DISTRIBUTION DMSION DOWN DISTRIBUTION PANEL DISCONNECT SWITCH; DOOR STRIKE POWER DRAWING ELECTRICAL; EAST EACH ELECTRICAL CONDUCTOR ENCLOSED CIRCUIT BREAKER EQUIPMENT GROUNDING CONDUCTOR ELECTRICAL ELEVATOR EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL PANEL; EXPLOSION PROOF EQUIPMENT ELECTRICAL WATER COOLER EXHAUST EXISTING FAHRENHEIT FIRE ALARM ARE ALARM ANNUNCIATOR PANEL FOOTCANDLE FURNISHED AND INSTALLED BY CONTRACTOR FIGURE FURNISHED AND INSTALLED BY OWNER FIXTURE FULL LOAD AMPERES FLEXIBLE FLOOR FLUORESCENT FREQUENCY MODULATION FUEL OIL; FIBER OPTIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FIRE SMOKE DAMPER FOOT; FEET FOOTING FURNISH FUTURE FULL VOLTAGE NON— REVERSING FULL— VOLTAGE REVERSING GROUND GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND FAULT RELAY GROUND FAULT SENSING GROUND SENSOR RELAY GENERATOR REMOTE ANNUNCIATOR PANEL HIGH; HEIGHT HANDHOLE HIGH INTENSITY DISCHARGE HORSEPOWER; HIGH PRESSURE HIGH PRESSURE SODIUM HOUR; HOURS HEATER HEATING, VENTILATING AND AIR CONDITIONING HOT WATER HERTZ (CYCLES PER SECOND) ONIZATION NTERRUPTING CAPACITY NSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS LLUMINATING ENGINEERING SOCIETY SOLATED GROUND NTERMEDIATE METAL CONDUIT NCH JUNCTION BOX KILOVOLT KILOVOLT AMPERE KILOVOLT AMPERE REACTIVE KILOWATT KILOWATT HOUR L LF LRA LTG LV M MAINT MAX MC MCB MCC MCM MECH MED MEZZ MFG MH MIN MISC MLO MM MON MTG MV NC NEC NEG NEMA NESC NFPA NM NO OC OD OSHA OVHD PA PB PCB PE PED PF PL PNL POT PRI PS PWR QTY R RAD REF REQD RMS RPM RNVR 10 SCHED SDBC SEC SF SFD SPD SPEC SPKR SQ ST STA SW SWBD SWGR SYM SYS 3P T TA TB TC TCL TD TECH TEL TEMP THRU TV TVSS TYP UC UG UL VA VM VP VFD WH WHM WM WP WPS UGHTING; LONG; LEFT UNEAL FOOT LOCKED ROTOR AMPERES UGHTING LOW VOLTAGE MONITOR; METER MAINTENANCE MAXIMUM MECHANICAL CONTRACTOR MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MECHANICAL MEDICAL; MEDIUM MEZZANINE MANUFACTURING MANHOLE; METAL HAUDE MINIMUM; MINUTE MISCELLANEOUS MAIN LUGS ONLY MIWMETER MONITOR; MONUMENT MOUNTING MEDICAL VACUUM, MERCURY VAPOR NEUTRAL; NORTH NORMALLY CLOSED NATIONAL ELECTRICAL CODE NEGATIVE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL ELECTRICAL SAFETY CODE NATIONAL FIRE PROTECTION ASSOCIATION NON- METALUC NORMALLY OPEN; NUMBER ON CENTER OVERALL DIAMETER; OUTSIDE DIAMETER OCCUPATIONAL SAFETY AND HEALTH ACT OVERHEAD POLE; POWER; PRIMARY; PUMP PAGING; PUBLIC ADDRESS PULL BOX; BUSHBUTTON POLYCHLORINATED BIPHENYL PHOTO— ELECTRIC; PNEUMATIC ELECTRIC PEDESTAL POWER FACTOR PILOT UGHT PANEL POTENTIAL POWER PANEL; POWER POLE; PUSH PLATE PRIMARY PRESSURE SWITCH POWER QUANTITY RECEPTACLE; RELAY; RELOCATED RADIUS REFRIGERATOR; REFERENCE REQUIRED ROOT MEAN SQUARE REVOLUTIONS PER MINUTE REDUCED — VOLTAGE NON— REVERSING SINGLE PHASE SOUTH; SWITCH SCHEDULE; SCHEDULED SOFT DRAWN BARE COPPER SECONDARY; SECOND SAFETY FACTOR SMOKE FIRE DAMPER SURGE PROTECTION DEVICE SPECIFICATION SPEAKER SQUARE SHUNT TRIP STATION SWITCH SWITCHBOARD SWITCHGEAR SYMBOL SYSTEM THREE PHASE TELEPHONE; TIME TELEVISION ANTENNA TERMINAL BOARD TELEVISION CONTROL TOTAL CONNECTED LOAD THERMAL DETECTOR TECHNICAL TELEPHONE TEMPERATURE; TEMPORARY THROUGH TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UNDER COUNTER UNDERGROUND UNDERWRITERS LABORATORIES VOLT; VOLTMETER VOLT AMPERE VOLTMETER VAPOR PROOF VARIABLE FREQUENCY DRIVE WATT; WATTMETER; WEST; WIDE; WIDTH; WIRE WATTHOUR; WATTHOUR METER; WATER HEATER WATTHOUR METER WATTMETER WATERPROOF; WEATHERPROOF WATER PRESSURE SWITCH XFMR TRANSFORMER GENERAL SYMBOLS CIRCUITS DRAWING REFERENCE ( "FLAG") NOTE EQUIPMENT IDENTIFIER (XX = ABBREVIATION Y = EQUIPMENT SCHEDULE NUMBER) MATCHUNE MADE SINCE THE PREVIOUS RELEASE REVISION CLOUD (ENCIRCLES DRAWING CHANGES DETAIL IDENTIFICATION NUMBER DETAIL REFERENCE BUBBLE SHEET FROM WHICH DETAIL WAS TAKEN FROM REVISION REFERENCE NORTH REFERENCE MINIMUM 3/4" CONDUIT CONCEALED IN CEIUNG SPACE OR IN WALL WITH #12AWG CONDUCTORS, UNLESS OTHERWISE NOTED ON PLAN. CIRCUIT IN OR UNDER FLOOR OR UNDERGROUND EXISTING CIRCUIT EXISTING CIRCUIT TO BE REMOVED POINT OF CONNECTION (POC) BETWEEN NEW AND EXISTING CIRCUIT CIRCUIT TURNED DOWN o CIRCUIT TURNED UP CIRCUIT TERMINATION TYPE AS NOTED BREAK UNE (FOR DRAWING CLARITY) SURFACE METAL RACEWAY (SMR) TYPE AS NOTED SURFACE METAL RACEWAY WITH INTEGRAL DEVICES 411111111-11111111 LADDER TYPE CABLE TRAY A- 1,3,5+ --- (7 SPARE 0 JB HASHMARKS DENOTE No. OF CIRCUIT CONDUCTORS, IF NO HASHMARKS SHOWN PROVIDE 2 #12 + EGC UNLESS OTHERWISE NOTED OR SPECIFIED. GROUND CONDUCTOR IG = ISOLATED GROUND D = DEDICATED GROUND CIRCUIT DESCRIPTOR: 1 "(RACEWAY SIZE), 4 (QTY OF CIRCUIT CONDUCTORS), #8 (AWG SIZE OF CIRCUIT CONDUCTORS), 1 #10 EGC (QV( & SIZE OF EQUIPMENT GROUND CONDUCTOR) BRANCH CIRCUIT NUMBERS (PHASE A NUMBER ONLY FOR 3 PHASE LOAD) PANEL DESIGNATION HOMERUN FROM SOURCE OF SUPPLY JUNCTION BOX JUNCTION BOX (JB), PULL BOX (PB) OR TERMINAL BOX (TB) SIZE AS NOTED LIGHTING FIXTURES �O N t0)• F oft 0I R • O UGHTING FIXTURE IDENTIFIER RECESSED FLUORESCENT FIXTURE (SIZED TO SCALE) SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE (SIZED TO SCALE) WALL MOUNTED FLUORESCENT FIXTURE (SIZED TO SCALE) STRIP FLUORESCENT FIXTURE (LENGTH AS SHOWN OR NOTED) RECESSED, PENDANT OR SURFACE FIXTURE WALL MOUNTED FIXTURE WALL WASHER FIXTURE (AIM TOWARD UNSHADED SIDE) EXIT SIGN, DOUBLE FACE CEILING /PENDANT MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE. EXIT SIGN, DOUBLE FACE WALL MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE EXIT SIGN, SINGLE FACE CEIUNG /PENDANT MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING- INDICATES ILLUMINATED FACE. EMERGENCY TYPE EXIT SIGN, SINGLE FACE WALL MOUNTED WITH OR WITHOUT ARROWS AS SHOWN. SHADING INDICATES ILLUMINATED FACE. EMERGENCY TYPE. EMERGENCY LIGHT, BATTERY OPERATED PATHWAY UGHTING FIXTURE, EMERGENCY TYPE EXISTING FIXTURES (R = NEW LOCATION FOR RELOCATED) SWITCHES & MISCELLANEOUS LIGHTING CONTROLS $ $ OS $ OS(2) $3 $D $ pS $F SINGLE POLE SWITCH SINGLE POLE SWITCH WITH OCCUPANCY SENSOR TWO RELAY SWITCH WITH OCCUPANCY SENSOR WATTSTOPPER WA -300 THREE —WAY SWITCH . DIMMER SWITCH WALL MOUNTED DIMMING OCCUPANCY SENSOR — WATTSTOPPER WD FAN SWITCH $ T TIMER SWITCH "-RELAY $ LV 1 LOW— VOLTAGE OVERRIDE SWITCH - -LOP SECTION FLOOR $a,b,c MULTIPLE SWITCH STATION SWITCHLEGS CONTROLLED CEIUNG MOUNTED DUAL TECH OCCUPANCY SENSOR PHOTOELECTRIC SWITCH RECEPTACLES GFCI 4 DUPLEX RECEPTACLE NEMA 5 -20R, +18" AFF. GFCI — GROUND FAULT CURRENT INTERRUPTER. DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE WITH ISOLATED GROUND ABOVE COUNTER RECEPTACLE SINGLE PHASE RECEPTACLE, TYPE AS INDICATED A — B C FLOOR BOX WITH FLUSH MOUNTED DEVICE AND WIRE DEVICE AS SHOWN CEIUNG — MOUNTED DUPLEX RECEPTACLE, 125V, 15A OPTIONAL STANDBY CIRCUIT WHERE NOTED HE PUSHBUTTON MISCELLANEOUS POWER VFD U D 2AF /AT A30 6 6 dgi ED VARIABLE FREQUENCY DRIVE EQUIPMENT CONNECTION MOTOR CONNECTION NON —FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH, FRAME AND FUSE SIZE AS SHOWN ENCLOSED CIRCUIT BREAKER, SIZE AS SHOWN COMBINATION STARTER CABINET — TYPE AS INDICATED (SIZE TO SCALE) PANELBOARD — 120/208V (SIZE TO SCALE) PANELBOARD — 277/480V (SIZE TO SCALE) POWER TRANSFORMER KVA AS INDICATED ON ONE UNE DIAGRAM GROUND BAR EMERGENCY POWER OFF (EPO) POWER POLE LOCATION PANIC ALARM STATION PUSH BUTTON ONE —LINE AND RISER DIAGRAM SYMBOLS S - D T■ =AI )0-1(\j"-- X v W XX AAA /P AAA /P EQUIPMENT CONNECTION MOTOR CONNECTION SWITCH SURGE PROTECTION DEVICE CIRCUIT BREAKER WITH CURRENT LIMITING FUSE FUSED SWITCH, XX FUSE AMPS, YY SWITCH AMPS CURRENT TRANSFORMER AMMETER VOLTMETER TRANSFORMER PANELBOARD MANUAL TRANSFER SWITCH (MA = AMPS, P = POLES SWITCHED) AUTOMATIC TRANSFER SWITCH (MA = AMPS, P = POLES SWITCHED) AMPERES FAULT AVAILABLE (SYMMETRICAL) MISCELLANEOUS SYSTEM iF TV OULTET °d PAGING SYSTEM SPEAKER — CEIUNG RECESSED MOUNTED. LOWER CASE DENOTES ZONE GROUP (TYP). 10d NCMAI WP REX PAGING SYSTEM SPEAKER — WALL RECESSED MOUNTED. NURSE CALL . MASTER STATION — AUDIO ZONE DOME UGHT, CEIUNG MOUNTED (NUMBER DENOTES ZONE) DOME UGHT, CEILING MOUNTED DOME LIGHT, WALL MOUNTED ( +80" ABOVE DOOR) NURSE CALL PULL STATION ( +54" A.F.F.) NURSE CALL PULL STATION, WATERPROOF ( +54" A.F.F.) COMMUNICATIONS OUTLET #) REPRESENTS NUMBER OF COMM PORTS (I.E. 1, 2 OR 3) W) REPRESENTS WALL MOUNTED SINGLE PORT AT +48" AFF P) REPRESENTS PAYPHONE MOUNTED AT +48" AFF CARD READER — WP DENOTES WEATHERPROOF REQUEST TO EXIT PUSHBUTTON FOID VOLUME CONTROL FOR SPEAKERS FIRE ALARM FCP PN 30 OF FIRE ALARM SYSTEM CONTROL PANEL ESR — ELEVATOR STATUS /RECALL FAC — FIRE ALARM COMMUNICATOR FCP — FIRE ALARM CONTROL PANEL FSA — FIRE SYSTEM ANNUNCIATOR FIRE ALARM FLOW SWITCH FIRE ALARM PRESSURE SWITCH FIRE ALARM TAMPER SWITCH POST INDICATOR VALVE FIRE ALARM PULL STATION FIRE ALARM STROBE FIRE ALARM HORN STROBE ( #) INDICATES CANDELLA RATING HEAT DETECTOR F — FIXED TEMPERATURE R — RATE OF RISE ONLY R/C — RATE COMPENSATION R/F — RATE OF RISE AND FIXED TEMP. FIRE ALARM BELL LIGHTING FIXTURE SCHEDULE ID — Manufacturer Description Lamp Information Mounting Height QTY Watts Voltage FA Columbia - STE22 -2- 25(2' Direct/Indirect Flourescent 2 — 17wT8 120 217GMPO- EDU -EL FB Focal Point - AvenueD 1'x4' Direct/Indirect Flourescent 1 T5 120 #FAVDSSR1T5SMEM WY1 W01 FC — Columbia #CSR4 -2- 1'X4' Industrial Strip Flourescent 2 32wT8 120 48T8 -ST -E 120 FE — Lithonia LTG 15(4' Wraparound Lens Flourescent 2 32wT8 120 #SB232120 A Lithonia LTG #LF6N Compact Flourescent Downlight 2 — 26wDTT 120 2/26 F602A7 120 B Lithonia LTG #LF6N Compact Flourescent Wallwasher 1 26wDTT 120 1/26 F6W4A7 120 Lithonia LTG #LF6N Compact Flourescent Downlight (Wet Location) 1 — 18wDTT 120 1/18 F6LS73 120 D Minka - 6904 -77 (4) Light Bath 2 13wCFL 120 FF — Pinnacle Arch LTG pw - 1'x4' Flush Mount Flourescent Canopy Light 1 — 32wT8 120 1t8- 4- FL- 120- 1C -BR -1C FG Gardco BRM827G -42- Triple Tube Flourescent Bollard 1 32TRF 120 32TRF- 120 -BRP -F FD — Columbia Ltg. UC542- 1'x42" Under Counter Flourescent 1 13WT5 120 113- PH- 120WSWFCW FH Focal Point Infinite3 Continous Slot Flourescent 1 — TS — 120 — FIN3SR1ST51C120STF T2WH E — Access Ltg 50543 Halogen Downlight 1 40w G -9 120 Icicle Pennant EF MISC. For Type "EF" Light, Electrical Contractor to Remove 2 T-8 120 Existing 17.4' light fixture in the Space. Clean the Light Fixtures. Provide and Install Refector, Electronic Ballast and New Lamps. Install Chain Hung X Lightolier #LGA1 RCA EXIT SIGN _ LED NOTES: 1. FIXTURE TYPE THAT ARE SHOWN TO BE LIKE THIS THROUGH ARE EXISTING LIGHT FIXTURES THEY ARE ONLY TYPED ON THE DRAWINGS FOR NREC INFORMATION. 2. ELECTRICAL CONTRACTOR TO PROVIDE ACRYLIC .500 SILVER METALLIC EGG CRATE LIGHTING DIFFUSER PANELS FOR THIS COVE LIGHTING. SEE ARCHITECTS DRAWINGS AND DETAILS OF COVE FOR SIZES OF EGG CRATE LIGHTING DIFFUSER PANELS THAT WILL BE REQUIRED FOR TOILET ROOMS. RICE ARCHITECTURE ergo &PLANNING MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 05 -11 -12 V\ 34C Q� KEY PLAN SCALE: N.T.S. NORTH ©2011 MapQuest - RECEIVED OCT 18 2011 PERMITCENTER SEPARATE RMITAND LPPROVAL REQUIRED Project Number CKD rn CO 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule ELECTRICAL SYMBOLS AND ABBREVIATIONS SHEET: E-A-01 ELECTRICAL ROOM P1D 208/120V 400A P1C 208/120V 400A P1B 208/120V 400A P1A 208/120V 400A P D LTG RELAY CAB L1 L1 208/120V 225A D M1 208/120V 600A M2 208/120 600A MDB 208/120V 1200A P D Q� ELECTRICAL ONE -LINE DIAGRAM SCALE: N.T.S. NORTH 12009) MEZZANINE MAIN SECTION TO COLD WATER PIPE & BLDG. STEEL METER SECTION 1200A 3P FEEDER SCHEDULE - COPPER COPPER CONDUCTORS CODE AMPS CONDUIT SIZE CONDUCTOR SIZE GROUND CONDUCTOR 225D 230 ' 2 -1/2 (4) #4/0 #4 400D 380 3 (4) 500 kCMIL #2 600D 570 (2) 2-1/2 (4) 300 kCMIL #1 1200D 1260 (3) 3 -1/2 (4) 600 kCMIL #3/0 PSE UTILITY PAD— MOUNTED TRANSFORMER INCOMING SECTION PROVIDE NEMA4X ENCLOSURE'S HERE (3) 4 "C. W/ - (4) 600KCMIL IN EACH W# 744LA VAULT BY E.C. GROUND DICE kRCHITECTURE el/gm' PLANNING MILLER. PSE PRIMARY RECEIVED (CONDUIT BY E.C.) OCT 18 2011 PERMITCENTER ERMRq�ryp 4 REQUIRED 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 '- Z s O = Q > .= z (7) w rg z CD 0 m i%ft• � o Project Number 0- > 0 CD ti CD CO CO rn cd 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule ELECTRICAL ONE -LINE DIAGRAM SHEET: E-B-01 . ■'z�.. 1? !tit n4x tl fit:., 1111/11 X111 4 y .: E!, r}r£ M. lituaminuatmatintatatismantimuntat ant 11131111113111111011111111111111 Mtn 1'00 tit Wit .441 41t P . #f" £. £ ,� }r:f 1l €tutt..11t 11.lm # 1t ill f t1r1t ; 1.t 1.. 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ELECTRICAL CONTRACTOR TO PROVIDE ALL EXCAVATION, TRENCHING AND BACKFILL IN ACCORDANCE WITH THE CIVIL DRAWINGS AND SPECIFICATIONS. ELECTRICAL CONTRACTOR TO PROVIDE THIS WORK IN ACCORDANCE WITH CODES AND ORDINANCES FROM OTHER UTILITIES AND THEIR REQUIREMENTS. POWER CONDUITS ARE TO BE DB120 WITH SCHEDULE 80 AT THE SWEEPS. ALL SWEEPS TO HAVE A 5' -0" MINIMUM RADIUS. A MAXIMUM OF 180' OF BENDS ARE TO BE INSTALLED BETWEEN PULLING VAULTS. 3. CENTURY —LINK AND POSSIBLE COMCAST CONDUITS ARE TO BE SCHEDULE 40 PVC WITH SCHEDULE 80 AT THE SWEEPS. ALL SWEEPS ARE TO HAVE A 4' -0" MINIMUM RADUIS. A MAXIMUM OF 180' OF BENDS ARE TO BE INSTALLED BETWEEN PULLING VAULTS. PROVIDE AND MAINTAIN MINIMUM DEPTH AND SEPARATION FROM ALL OTHER UNDERGROUND UTILITIES AS REQUIRED BY CODES, ORDINANCES, AND UTILITY REGULATIONS. OFFSET OR SPLAY CONDUITS AS REQUIRED. VERIFY CONDUIT ROUTING WITH PROJECT CIVIL ENGINEER AND GENERAL CONTRACTORS PRIOR TO ROUGH —IN. PROVIDE BACKFILL AND COMPACTION' PER PROJECT CIVIL ENGINEERS AND UTILITY REQUIREMENTS AND AFTER CONDUIT INSTALLATION. A MANDREL IS TO BE DRAWN THROUGH EACH CONDUIT AND A MARKED PULL TAPE INSTALLED SO THAT OVERALL LENGTH CAN BE DETERMINED. FLAG \OTES: ELECTRICAL CONTRACTOR TO PROVIDE TYPE "FG" BOLLARD LIGHT HERE. TO BE CONTROLLED BY PHOTO —CELL MOUNTED ON ROOF. ORIENT NORTH. ELECTRICAL CONTRACTOR TO PROVIDE TYPE "FF" CANOPY LIGHT FIXTURE HERE. CONTROL BY BY THE PHOTO —CELL THAT CONTROLS THE BOLLARD LIGHTS. EXISTING EXTERIOR WALL MOUNTED LIGHT FIXTURE TO REMAIN IN PLACE. RELAMP WITH NEW LIGHT BULB, WATTAGE TO BE THE SAME AS THE EXISTING BULB. INTERCEPT EXISTING CONDUIT AND WIRING THAT IS HOMERUNNED TO THE EXISTING HOUSE PANEL /LIGHTING CONTROL PANEL. EXTEND TO NEW PANEL L1, LOCATED ON THE MEZZANINIE LEVEL. CIRCUIT AS SHOWN, AND CONTROL BY PHOTO —CELL WITH TIME CLOCK OVER —RIDE MOUNTED ON THE ROOF OF THE BUILDING AND ORIENT NORTH. EXISTING LIGHTING STANDARD AND LUMINAIRE TO REAMIN. ELECTRICAL CONTRACTOR TO VERIFY IF FIXTURES ARE FED FROM BUILDING 700 HOUSE PANEL. IF SO INTERCEPT EXISTING CONDUIT WIRING FEEDER AND EXTEND TO NEW LIGHTING PANEL AND LIGHTING CONTROL PANEL. SEE ONE —LINE DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE AND INSTALL A UTILITY VAULT MFG. 264 —TA VAULT FOR CENTURY —LINK NEAR PROPERTY LINE. VERIFY EXACT LOCATION WITH CENTURY —LINK, CIVIL ENGINEER, AND GENERAL CONTRACTOR PRIOR TO ROUGH —IN. PROVIDE AND INSTALL A UTILITY VAULT MFG. 253 —TA VAULT FOR POSSIBLE FUTURE COMCAST NEAR PROPERTY LINE. LOCATE NEXT TO CENTURY —LINK UTILITY VAULT. PROVIDE THE FOLLOWING: (3) 4" CONDUITS FOR PUGET SOUND ENERGY. SEE ONE —LINE DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE THE CONDUITS FOR THE FOLLOWING: (1) 4" CONDUIT FOR CENTURY —LINK AND (1) 4" CONDUIT FOR POSSIBLE FUTURE COMCAST. PROVIDE UNDERGROUND BRANCH CIRCUIT AND CONDUCTORS (SIZE AS INDICATED). ALL CONDUCTORS TO BE TYPE THWN COPPER. PROVIDE ALL TRENCHING AND BACKFILL IN ACCORADANCE WITH THE REQUIREMENTS LISTED IN THE CIVIL DRAWINGS AND SPECIFICATIONS.3 PROVIDE HAND HOLE AND UNDERGROUND BRANCH CIRCUIT FOR BUILDING SIGN. VERIFY SIGN EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH —IN. L3L RECEIVED OCT 18 2011 PERMIT CENTER E SEPARATE. APB ��'� � QED RICEr ARCHITECTURE er &PLANNING MILLER us 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 05 -11 -12 Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule ELECTRICAL SITE PLAN SHEET: E-C-01 PRIMARY DAYLIGHTING ZONE CONTROLLED BY 0 -10V PHOTO SENSING DEVICE. PHOTO SENSOR CONTROLS MAXIMUM LIGHT OUTPUT AND LOCAL DIMMER CAN MANUALLY DECREASE LIGHTING LEVELS BELOW OUTPUT OF PHOTO SENSOR. OPTION: LOCAL 0 -10V DIMMING SWITCH AT WALL BY OVERRIDE. SECONDARY DAYLIGHTING ZONE CONTROLLED SIMILARLY TO PRIMARY DAYLIGHTING ZONE, BUT FROM A DEDICATED PHOTO SENSOR. OPTION: PROVIDE LOCAL ZONE CONTROL ON /OFF ONLY. 'N OP.. OFFICE r 110 8t1 HALL 5 a 11 TYP. FICA cps • I S it 'r- M,I T L v..,: £F 1'AIi,3N I I s .G^ £ 5 • rce v£ ., isi r? s ,2769/nr LV 41:111b D'• "H \TYP nSMFfr LV 16a.' 1 4 OS ..,,. r- I I I I I I I WORK SPACE g I €1, 142 1� [ P. FILE ST0P 9 1- 7,7/R3 „I? 01 FE 's. O -.1"4b ".J,� °12 OS °12 f'r 14 y.. MEN'S TROOM [11168 [( TYP. 51£ 1 „ITYP s. s ✓ ,5 I o o , r rB £I " ,T I I' J , •1' £..i I IT 7 R1 3 . £ p TYP. SHARED! RENCE 17:5 012 OS 5 0 D D -`J „�_f._ OSc 0Sd TY SKY LIGHTING ZONE CONTROLLED BY DEDICATED PHOTO SENSING SWITCH. ALL LIGHTS WITHIN THESE AREAS WILL BE REQUIRED TO HAVE 0 -10V DIMMING BALLAST AND WILL ALSO HAVE SWEEP OFF FUNCTION AT LIGHTING CONTROL PANEL N. / w 15 C s5- sr II 6 FI £ III OS 1 wo 104 i`W FJ E's, E i IYPI £ 1311 AS .S.' ARE N L1- 13,13/R ° "13 ° 13h i . 13h 613h E ` s D 12 9I 9 9 CHAIN LINK PARTITIDN OUTSV1NG CHAIN ONK DOORS L1-9 CI 1211 g �• OS SsO • SECTION 9 T FILE STOP, ... 37 A GI 1`17 tO■ IN 9 9 MAINTENANCE 9 OPFN FB) Work Order C5,5r/ter 9 9 9 5 OS OR. 9 OFFICF 125 7117 1 ' PROJECT BAS tAKE pPEN Or ROE Elt 5 P. 1. GENERAL NOTES: re- AA DENOTES PRIMAAY DAYUGHTING ZONE DENOTES SECONDARY DAYUGHTING ZONE DENOTES SKYUGHT ZONE PRIMARY, SECONDARY, & SKYLIGHT ZONES ARE CONTROLLED BY SEPARATE PHOTO SENSING DEVICES. PROVIDE ADEQUATE QUANTHY OF 0-10V OUTPUT PHOTO SENSORS TO CONTROL UGHTS IN DESIGNATED AREAS. 3. LOCAL SWITCHING IN NEIGHBORHOODS IS INTENDED TO BE CONTROLLED BY A ROOM CONTROLLER. PRIMARY DAYLIGHTING ZONE AND SECONDARY DAYUGHTING ZONE TO BE DIMMED UP AND DOWN TO 'THE MAXIMUM ALLOWED BY PHOTO SENSOR. THIRD ZONE TO BE CONTROLLED WITH OUTPUT OF WALL MOUNTED DIMMING SWITCH. OCCUPANCY SENSORS WILL CONTROL SWEEP OFF FUNCTION REQUIRED BY CODE. 4. CORRIDOR CIRCUIT TO BE ROUTED THROUGH UGHTING CONTROL PANEL AND PROVIDED WITH WALL MOUNTED LOW VOLTAGE OVERRIDE SWITCHE(S). FLAG NOTES: R ergus JTCEcTliFiE PLANNING !LEER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 PROVIDE HUBBELL SKYLIGHTING PHOTO SENSOR HBADLC7 FOR ALL THE SKYLIGHTS (TYPICAL). THIS LIGHT FIXTURE TO BE CONTROLLED BY SKYLIGHT PHOTO SENSOR. PROVIDE BATTERY BACK—UP FOR THIS LIGHT FIXTURE. PULL EXTRA CONDUCTOR TO BYPASS SWITCHING. PROVIDE DIMMING BALLAST AND BATTERY BACK—UP FOR THIS LIGHT FIXTURE. LOW VOLTAGE OVERRIDE SWITCH FOR SWEEP OFF FUNCTION TO LIGHTING CONTROL PANEL. LOW—VOLTAGE NEIGHBORHOOD DIMMING SWITCH TO CONTROL 0-10V INPUT TO DESIGNATE FIXTURES. DIMMER SWITCH ALSO PROVIDES A SWEEP OFF OVERRIDE FUNCTION IN RELAY PANEL. CEILING MOUNTED OCCUPANCY SENSOR, WATTSTOPPER LMDC-100 OR APPROVED EQUAL 0-10V PHOTO SENSOR FOR NEIGHBORHOOD DAYLIGHTING ZONES. WATISTOREER_LM RC-3J Q_SERIES_ DIGITAL ,ON/Q.E.E/Q1— OPIVP LT DIMMING ROOM CONTROLLER OR EQUAL s, " 11 HALLWAY LIGHTING CIRCUIT TO BE ROUTED THROUGH LIGHTING CONTROL RELAY PANEL. 12 Fie It 3 WIRE UNDER CABINET LIGHT FIXTURES TO RECEPTACLE'S THAT ARE INSTALLED AT THIS COUNTER (TYPICAL). SECONDARY DAYLIGHTING ZONE CONTROLLED SIMILARLY TO PRIMARY DAYLIGHTING ZONE, BUT FROM A DEDICATED PHOTO SENSOR. OPTION: PROVIDE LOCAL ZONE CONTROL ON/OFF ONLY. HALL 1L1 —3/R4 fr2r ,,.3 —4-4+-540 . J 151 — : 1 ammhb µ OFi C I I 's;S9 i 3 � 15 4j,L i 15' II LIGHTING PLAN - LEVEL 1 SCALE: 1/8' = 1' -0' NORTH TY >DID 3 • ir- PRIMARY DAYLIGHTING ZONE CONTROLLED BY 0-10V PHOTO SENSING DEVICE. PHOTO SENSOR CONTROLS MAXIMUM LIGHT OUTPUT AND LOCAL DIMMER CAN MANUALLY DECREASE LIGHTING LEVELS BELOW OUTPUT OF PHOTO SENSOR. OPTION: LOCAL 0-10V DIMMING SWITCH AT WALL BY OVERRIDE. LIGHTING RELAY CABINET SCHEDULE "L1" STATION LIGHTING ZONE DESCRIPTION SWITCH VOLTAGE CIRCUIT RELAY # Master Canopy Lighting PE Control /Time Clock 120 L1 -2 1 Master Site Bollard Lighting PE Control /Time Clock 120 L1-4 2 Master Hallway Lighting Local Line Volt Master 120 L1 -7 3 Master Open Office Lighting Local Line Volt Master 120 L1 -3 4 Master Open Office Lighting Local Line Volt Master 120 L1 -5 5 Master Open Office Lighting Local Line Volt Master 120 L1-6 6 Master Open Office. Lighting Local Line Volt Master 120 L1-8 7 Master Open Office Lighting Local Line Volt Master 120 L1 -10 8 Master Entry Lighting Local Line Volt Master 120 L1 -13 9 Master Open Office Lighting Local Line Volt Master • 120 L1 -15 10 Master Dining Area Lighting Local Line Volt Master 120 L1 -16 11 to RECEIVED PERINCENTER 05-11-12 '1c z o 0 1... < 5 am 0 .= z 0 C.) co CD al INft• Project Number co 2011021 PLAN REVI EW SET ISSUED: 10/17/2011 Revision Schedule FIRST FLOOR LIGHTING PLAN SHEET: E-D-01 11 SHIPS LADDER — fi H I I 0 4.4 r". 4.4 AWWWW7,7,0,47/4ZAWAV,WeeeNAVAInVeNeee,IN it 5 L1-1 -----4.------- rI i T MIN' PLATFORM , ACCESS HATCH I g yee.w....e.4.4.wwww.wkv.von , s it LIGHTING PLAN - MEZZANINE SCALE: 118 NORTH /29:6,995(7.5727 PANELS "P1A" "P1 B" P1 & "P11 PAN LS "L1" & "LC 1" PANEL "M2" PANEL "M1" GROUND BAR LAME \ HIMB 1111•111=11111.1._111W1 \ \ • \ \ •••• \ \ \ \ A ,E \ » \ +.0 \ \ \ • \ S4:54, ENLARGED EQUIPMENT POWER PLAN - MEZZANINE 7 SCALE: 1/4' = t-Os NORTH RECEIVED OCT 18 2011 PERMIT CENTER SEPA &pr. PERA4.0 F. APPRovir FiEQuIRED lc RpcLHAITNENciNuRGE er us Ifee MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 05.-11-12 00 CO CO CI) Project Number 2011021 PLAN PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule MEZZANINE LIGHTING AND ENLARGED EQUIPMENT POWER PLAN SHEET: E-D-02 MOUNT ON WALL AS HIGH AS POSSIBLE II 11► II +42" 5 .. ............. is DANT MOUNTED P1B -10,12 P1 B -14,16 DIRECTOR OFFICE P1 C -1,3,5 SW, MAINTENANCE OPEN .f: M� OF ICE Its P1 C -7,9 W.P. I • Cant Hors s Boot Star e P1D -27 P1B 29,31 II 0 CARITAS CONSTRUCTION OPEN OFFICE 154 FT o GROUND BAR r , :h qq 23,25 1 II u 1 WEATHERIZATION -� OPEN OFFICE E3 3 ;3 3 8 MNGR, OFFICE P1 C- 6,8,10 r P1 D -17 P1A -1,3 F.A CAB. TELEPHONE TERMINAL BACKBOARD ;PACE HALL 4. 25 I 10 MNGR, OFFICE Ea.�E s f'" :THERI A£ ION r SECURE FILE STORAGE ORAGE 10 [ 1 . SW. MAINTENANCE ENANCE I; I CHAIN N LINK PARTITION Vi/ / OUT SVI G CHAIN L I K BOERS (65-0' RN , / f -O -LEA ) Muster AreA Work Gr3 er Counter PENDANT MOUNTED 25 P1 D -27 I WEATHER. F SECURE STOR. i 134.J V ?s 36 II �^ P 1 D- 30,32` ° ". r 34,361 : o I "PI 10-t22,2 748" CI31,33 1C MEW kd (YLs.G iT µP. X CH SHARI S j 51,59 f NEV SKYLIGHT S 18 1; LJ' 18 & � 18 li QLMET RM. 011 QU €Er RM., 02 QUIET RM. 0311 170 ` � 169 5 g 1 i 18 18 „„...1,. . - ,,, 1111....___„„_) MEN'S 111 22�, SHOWER LOCKER RM, 167 '36; t GENERAL RM. o 7 r, 1:.� • 10 ol HALL E-188 CTO / HOS OPEN OFFICE 1F 1 45 9 ._..106 _ . o 5 000wnanvnmm -�w�.. STOR. 138 5 Wes W_„... KCHA SHARED LOUNGE 179-1 I I WOMEN'S I1 OMENS LOCKER RM HOER \ 20 -a 103._ HA L. . 9 r SECTION 8 FILE STOP, P1 D -16 ,E)16 16 CONFERENCE 05 +42s 16 MNGR. CFEICE • '1 C -30,32 NEW SKYLIGHT P 1 A -2,4, 6 4 oo --- µP1B -18 4A P1B- 1,3,5,7 P1 D -9,11 P1I 27 1161 30 0 �2 P1 D -1,20 3 3 OFFICE r=212372-' EWC 13 13 r 11 4,1 I r_J 9,11 v �v RESIDaNT CERVIfS OPTO CE '4ra . 16y.`ERVIEW 111 16ITERVIEW _ A R . 0116 RED 1fi • '00 CONFERENCE 04 f 11D 12 12 OFFICE CE 10n118_ MNGR. 10 OFFICE 10 1 10[^j 37,39 1A -19 19 P1D -1 ,19 19 13 13IP v vq o Aatic 15 15 r PROJECT BASED; INTAKE OPEN OFFICE s 1 ,_.w.......... -. .........,..- .................�..._.,..._.1 13 15 P1D -1 27555=6.1”- 1 ,: ER f� SER RM, 'st 30 30... ‘741P v °422 SUPPORTIVE HOUSING OPEN OFFICE 9 19 WP 30 -17 32 P1 D -,7 oA 9 11 DIRECTOR OFFICE EFT- 28 6 HALL P1 C- 2426,28 f 10 P 1 A -35,37 17 ,+32' +3,2» 3 24 +32'";_ 24 L 192 24 3� I 18-31 1 _28 WAITING / LOBBY 101_ mm"",owoo> m-.000if000-m-mrnmrmir 1 3 Sam „a��.�,,,�..dd.� C- 33 OFFICE MNGR, 41-T1TTI 24 9 31 a 1! 8 P1A -33 £ 2 4CWITCH 24 BOARD 11.E 26 28 I 18 -_;; i,,..., .. .................5...555, .,, .... ,...........? 1 � 3 sy A 3 12 12 P1C -12 X33 182 P1 D- 29 31 111;119 D a 31 1Q 19 D 4 23 21 D OFFICE 122__.. 21423 . AMMMM.MOrmrmrr m v ail ,naaoaavr 1D -27 gr-oL POWER PLAN - LEVEL 1 SCALE: 1/8' = 1' -O' NORTH FLAG NOTES: PROVIDE 3/4" C.O. w/ NYLON PULL CORD, UP INTO CEILING SPACE. PROVIDE (2) 3/4" C.O. w/ NYLON PULL CORD, UP TO CEILING SPACE. PROVIDE (3) 3/4" C.O. w/ NYLON PULL CORD, UP TO CEILING SPACE. PROVIDE CEILING MOUNTED RECEPTACLE FOR SECURITY CAMERA. VERIFY EXACT LOCATION AND REQUIREMENTS WITH SECURHY DESIGNER/INSTALLER PRIOR TO ROUGH-IN. PROVIDE ROUGH-IN BOX AND CONDUIT FOR CARD KEY ACCESS. VERIFY EXACT LOCATION AND REQUIREMENTS WITH SECURITY DESIGNER/INSTALLER PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR TO PROVIDE RECEPTACLE TO MATCH COFFE MAKE PLUG SET. PROVIDE CONNECTION ABOVE CEILING FOR CARD KEY ACCESS VERIFY REQUIREMENTS WITH SECURITY DESIGNER/INSTALLER PRIOR TO ROUGH-IN. PROVIDE POWER CONNECTION FOR AUTOMATIC DOOR OPENERS. VERIFY EXACT LOCATION FOR CONNECTION AND ROUGH-IN WITH ARCHITECT AND DOOR SUPPLIER/INSTALLER PRIOR TO ROUGH-IN. PROVIDE JUNCTION BOX AND 3/4" CONDUIT WHERE REQUIRED TO I.T. WORKSPACE ROOM 142. VERIFY REQUIREEMENTS AND EXACT LOCATION WITH SECURITY DESIGNER/INSTALLER PRIOR TO ROUGH-IN. PROVIDE 1-1/2" CONDUIT FROM CEILING SPACE THROUGH WALL AND STUB OUT 5'-0" FROM BUILDING FOR FUTURE CAR CHARGING STATION. LOCATE CONDUITS ON AS-BUILT DRAWINGS. VERIFY REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH-IN. pn 3 RECEIVED PERMff CENTER ,,,c,„TEcTuvergusi PLANNING ILi.ER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 05-11-12 0 0 a) 0 c7) LIJ (D 0 t) co c„, cp CD 0 CD co co ce Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule FIRST FLOOR POWER PLAN SEpApu.r... SHEET: 0,141..PPROVATD PERAirFl 5 40 E-E-01 1(T) DRAWIh a GOUT AREA 11 SW, MAINTENANCE RECEIVING AREA 1 18,20 nvassopeamvambeedweamozav DIREC 18,20 FTE71 DIRECTOR OFFICE 1 OFFI IHP -2 Mt,E ter Ar~� E 5 ? } �, 1I CAPITAL CONSTRUCTION OPEN OFFICE i€ 154 11 mr. it } F3 FAN 5 WEATHERIZATION OPEN OFFICE �! 1571 IHP -11 18% 0 1 133 1€ HALL 140 1 4,16 THERIZATION c3ION WORK RM I 152 ;; - - -- Er ,, I S s LECTRICAL C RANCH SON OORDINA II NNECT ON TO Is CTOIR TO BE 1�11� ECHANICAt, f' THERIZATION SECURE FILE STORAGE sI ` 145 CHAIN LINK PAR €..._I „",ON l OHTS'dING CHAIN LINK DOORS ` —� OPNH. 3 31 LEAD i1O1 FILE E STOF+ WEATHER. SECURE STOR, �34 I GENERAL FAN- 208V/1 0 1,5 le ti uk HALL 158 £ Ew SKYL 1T ALL EXH LOCA I.1 —F1 CAFE .l) s ND EWH 15E NINE ABOVE. II . 1 E9 CONF :,:>. F „ 1446 I 1 ..1111P -44 TR 1,t,16 £< o FiF271C9,FHT —1 j 2,4 073001Hr-11, 2,4 JAN • #10 OPEN OFFICE F 125 KCHA SHARED I DINING.ti r208V/1 0 180 l IHP sI \ 46 FAN- 208 Z10 s.....n,,,,, 7,11 �s EE I� H . # rfeeeev �.. �� .,........ � ............................... rµ ,fig ....,. � .....,..,.,....»,»,�,,,,,:.,,,. .::...::.....:...... M1 -1 L N FAN- 20:V.//1 E .....,3.3:.....,5 i. y .. KCHA SHARED LOUNGE 379 #10 H -208V/ (VERIFY QTY � ELEMENTS ENTS R JIM EO , 4.5kW >' .. 11381 F HEATING I Em NNING #4 \ \ \• ® #4 KCHA SHARED CONFERENCE 01 # 1 d • #4 iF ii' HALL 3 `3Fia M1 -14,16 ;... !.....,.. ( IHP>ECTION a 19 / Fli..c STOR, FAN -208V 1 FANI208V /10/�y- CON�� R. `OIL_f�I 7,9 I. IH 0I • 7,9,11 M2 11 0 FAN-1-08V/10 7,11 • • 2,4 OFE7E1HP -1 E 1 SKYL IGPT NEW SKYLIGHT NE. d SKYLIGHT #4 HALL M2 -6,8 1Ir* —VFW win 36....,E FAN- 208V/1 0 10,125 IHP— 10,121 HP HALL 11-17-339 ISI N,:EF RIB INTER' . .6.8 PM. U HP— 6,8 INTER' PM. O HP PROJECT BASED INTAKE (L EN Ot- FICE SUPPORTIVE H. IN G OPEN OFFI SPRINKLER 7-131 I 34 FAN- 208V/1 0 WATER HEATER LOCATED ABOVE RESTROOMS. HAIL.. 106 1 #1 HALL o$1 9€ WORK ROOM I 114 IL RES/DENT SERVICES CEf OPEN O =µICE. 36 M1 -10,12 CHP , RE N'S AREA #10 OFFIC6,8 M. 11E —28 6,8 IHP- 10,1 ....M,° HP— /IHP 39 FAN- 208V/1 0 7,11 WAITING I ((3 LOBBY L10.1 ...s SWIIC6,8 O .. ..,°5......,,,»»,x,�.,....»,.»....,. ...ozv..,,,,.,,...,, 44, I I € 2911 OFFICE E 182 ®10,12 IHP- 00 E._ VESTIBULE 1_12Q 11 I 111 1 SECTION 8 i 121 EY ro- II3 # M"" —T4» T # II rimIN MECHANICAL PLAN - LEVEL 1 SCALE: 1/8' = NORTH E SECTION 8 OPEN OFFICE 122 RCHITECTU!TergUS PLANNING ILLER GENERAL NOTES: 1. DUCTED HEAT PUMPS ARE CIRCUITED TO A MECHANICAL LOOP WITH TAP CONDUCTORS PROVIDING POWER TO EACH UNIT. THIS ALLOWS FOR EASY EXPANSION AND RELOCATION. TAP CONDUCTORS ARE NOT TO EXCEED 25' PER NEC. FUSED DISCONNECTS ARE REQUIRED ON THE LARGER HEAT PUMPS. 2. MECHANICAL EQUIPMENT IS BASED OFF DRAWINGS DATED 10/7/2011. VERIFY ALL CONNECTION TYPES AND EXACT ELECTRICAL REQUIREMENTS WITH MECHANICAL SYS i LM DRAWINGS. FLAG NOTES: EQUIPMENT CONNECTION FOR CEILING FANS IN MAINTENANCE ROOM. ASSUMED 120V/10, 1/2HP MOTOR. PROVIDE WALL MOUNTED OCCUPANCY SENSOR SWITCH RATED FOR FAN LOAD. USER ON/OFF ONLY DURING OCCUPIED MODE. VERIFY WITH MECHANICAL PLANS. EXHAUST FAN IN MAIN ELECTRICAL ROOM ASSUMED TO BE 500W WITH LOCAL CONTROL VERIFY CONTROLS WM-I MECHANICAL 208V/10 CIRCUIT FOR HEAT PUMP SELECTOR SWITCHES. FANS IN UNITS ARE ASSUMED TO BE 1/4HP. PROVIDE ELECTRICAL CONNECTION FOR POINT OF USE WATER HEATER. ASSUMED 120V/10, 2.4kW PER PLUMBING PLANS. PROVIDE ELECTRICAL CONNECTION FOR CIRCULATION PUMP IN KITCHEN AREA. CIRCUIT FOR CONDENSATE PUMPS ON FLOOR. REFER TO PLUMBING DRAWINGS FOR DRAIN LINES. Pi\ mo RECEIVED OCT 18 2011 Pawn. lc AND afr APPROVAL REQUIRED 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax: 792-1385 info@rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.232.2730 05-11-12 0 0 < TA cm 0 .= z 0 - 0 >I% z c3 cs 0 in c=, 1%-• co co oo Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule FIRST FLOOR MECHANICAL PLAN SHEET: E-M-01 r—c-s\) 5 n n .4 PS. V sm- m.� M1-22,24 REFER TO MECHANICAL D FOR EXACT LOCATIONS, F LAYOUT & EXACT ELECT REQUIREMENTS. r—REFR GE:RA' PIPING ROOF PENETRATION INSIDE WEATHER—HOOD (AIR -- TIGHT, SEALED AND INS_ULAth) MD 41 WINGS NAL ICAL I HEAT TRACE MAY BED - 31,33,35 • REQUIRED IF PIPING 41-19,21,2311 M1- 25,27,-5 ? M2- '.40 ".' "_° jf I I , 5 s MAINTENANCE RECEPTACLE PROVIDE WATERPROOF /GFCI WITHIN 25' OF MECHANICAL EQUIPMENT 0 P -3 208V T ', : '4MC r " ,i F1I5� %.208V/30, 84MCA M2 -36 OHP -2 208V/30, 59MCA --HEAT PUMPS MOUNTED ON ROOF —CURBS OR k TEC BILE COT STEEL FRAMEWORK WITH LARGE NEOPRENE PADS, DRAINA'ELE LOUVERED PENTHOUSE FOR VENs LAT €ON AIR, C EENHECK ESD-635PD :T(P 2X) MT"' l£i i IIIE II I.i LIEILri 5 5.: r1 ' T T �£ jy5! E IT rY. _.. ( i il j I oft, MECHANICAL PLAN - ROOFTOP SCALE: 1/8' = 1'-0' NORTH 1/2" 12" MAINTENANCE RECEPTACLE —I--= PROVIDE WATERPROOF /GFCI EQUIPMENT M2 -39 EF -4 120V/10 • GENERAL 1. MECHANICAL 10/7/2011. ELECTRICAL DRAWINGS. NOTES: EQUIPMENT IS BASED OFF DRAWINGS DATED VERIFY ALL CONNECTION TYPES AND EXACT REQUIREMENTS WITH MECHANICAL SYSTEM 340 RECEIVED OCT 18 2011 PERMITCENTER PEPA APp "ANO REQ .' REfl 'C. Irli RCHITECTURE /us PLNNING r A/ MILLER 275 5th Street Suite 100 Bremerton, WA 98337 (360) 377 -8773 Fax: 792 -1385 info @rfmarch.com Gerber Engineering, Inc. Consulting Electrical Engineers 307 3rd Avenue South, Suite 510 Seattle, WA 98104 Tel: 206.405.3510 Fax: 866.23Z2730 05 -11 -12 Z 0 0 = Q Q > cl)O ._ z W O 2 C'� 0 0ca � o O° co O Q I oL W D —( Q YI O N Project Number 2011021 PLAN REVIEW SET ISSUED: 10/17/2011 Revision Schedule ROOF TOP MECHANICAL PLAN SHEET: EM-RI