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HomeMy WebLinkAboutPermit D07-072 - KING COUNTY HOUSING AUTHORITY - RIVERTON TERRACE APARTMENTS - RENOVATIONRIVERTON TERRACE APTS 14410 41 AV S D07.072 Parcel No.: 0040000205 Address: 14410 41 AV S TUKW Suite No: Cityif Tukwila Tenant: Name: RIVERTON TERRACE APARTMENTS Address: 14410 41 AV S , TUKVVILA WA Owner: Name: KING COUNTY HOUSING AUTHORITY Address: 15455 65TH AVE S , TUKVVILA, WA 98188 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: STEVE JEFFERIS Address: 625 ANDOVER PK W, #107 , TUKVVILA WA 98188 Phone: 206 574 -1212 Contractor: Name: W G CLARK CONSTRUCTION CO Address: 408 AURORA AVE N , SEATTLE, WA 98109 -4609 Phone: 206 624 -5244 Contractor License No: WGCLAC *370N0 DEVELOPMENT PERMIT Permit Number: D07 -072 Issue Date: 06/12/2007 Permit Expires On: 12/09/2007 Expiration Date: 08/12/2007 DESCRIPTION OF WORK: RENOVATION OF EXISTING 3- STORY, 30 UNIT APARTMENT BLDG. IMPROVEMENTS INCLUDE FIRE PROTECTION, LIFE SAFETY, MECHANICAL UPGRADES AND ACCESSIBILITY UPGRADES. 235 SF LOBBY ADDITION. Project on WD# 125 water & Valley View Sewer. PUBLIC WORKS ACTIVITIES INCLUDE STREET USE, SIDEWALK, STORM DRAINAGE, FIRE LOOP. SEPARATE PLUMBING PERMIT REQUIRED FOR FIRE PREVENTION DDCVA INSTALLATION INSIDE THE BUILDING. Value of Construction: 1,450,000.00 Fees Collected: $15,122.67 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: VA Occupancy per IBC: 0021 doc: IBC -10/06 * *continued on next page ** D07 -072 Printed: 06-12 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signa I hereby certify that I have read governing this work will be comp The granting of this permit does no p�' construction or t i • erformance • Signature: / i Print Name: City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: Y Number: 0 Flood Control Zone: Hauling: N Start Time: N N Y Y N N Volumes: Cut 0 c.y. Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Public: Non - Profit: N Public: Date: ae 1 �- D07 -072 06/12/2007 12/09/2007 permit and know the same to be true and correct. All provisions of law and ordinances ther specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit. Date: / &7 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. doc: IBC -10/06 D07 -072 Printed: 06-12 -2007 Parcel No.: 0040000205 Address: Suite No: Tenant: 1441041AVSTUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RIVERTON TERRACE APARTMENTS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -072 ISSUED 03/06/2007 06/12/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: 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. 8: 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. 9: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). doc: Cond -10/06 D07 -072 Printed: 06 -12 -2007 16: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) D07 -072 Printed: 06-12 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: 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) 29: 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) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 34: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 35: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 36: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 38: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir allowed. (City Ordinance #2050) 39: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 40: 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) D07 -072 Printed: 06-12 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 41: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 42: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 43: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 44: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 45: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 46: Local U.L. central station supervision is required. (City Ordinance #2051) 47: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 48: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 49: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 50: Where elevators require smoke detectors to initiate recall, the detectors shall report to a fire alarm panel supervised by a City approved U.L. central station. (City Ordinance #2051) 51: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 52: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 53: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 54: 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) 55: An electrical permit from the City of Tukwila Building Department Permit Center (206431 -3670) is required for this project. 56: 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) 57: 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. 58: 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. D07 -072 Printed: 06-12 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http:• / /www.ci.tukwila.wa.us 59: 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) 60: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 61: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 62: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 63: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 64: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 65: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 66: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 67: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 68: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 69: Any material spilled onto any street shall be cleaned up immediately. 70: Business License with the City of Tukwila. 71: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 72: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 73: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 74: 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. 75: Sidewalks and curb ramps shall comply with City standards. * *continued on next page ** doc: Cond -10/06 D07 -072 Printed: 06 -12 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 007 -072 Printed: 06 -12 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 6 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: b/ Z/o D07 -072 Printed: 06 -12 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cltukwila.wa.us Site Address: / ! q1O VI31.. ,4 - S Tenant Name: �lU�"lo►'► �ivl� ( ,� i�F! New Tenant: El Yes �..No Property Owners Name: letW4 (e,mr( Ants ,A/y Aortic". ir Mailing Address: / f 'i0 / / Ave LS. 'ry 1� si City Name: S-1 ��'iE'ePETz Mailing Address:f ZS tverir£ft. l . /.3 • E -Mail Address: � dV-3 @ e.--C A- • t?tzd; Company Name: L3.4. Cf:.4 -t _ Mailing Address: 410 A-v •„4 /tv t Contact Person: L--fu 7v'Sl E -Mail Address: f1'1 f1 Contractor Registration Number: 376 i Art-c. l-r't Company Name: «'F/1.• 4 GCvcth'L fin/ / lr..l vZ_ Contact Person: 1-4 € (. H-isns11 zt}"t E -Mail Address:{ outE644...4•t a e TWA d 0444- S• mil''( Q:\Applications\Porms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** 17 b Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 000 600 2.45 Suite Number: Floor: w State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 206 • 57 ' '21 Z 0/07 5rtiriz.� 1,.1 a MSS Cit State Zip Fax Number: 2a, -3/.7 • (' ft 7 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) WA- fAle? Cal State Zip Day Telephone: Zest, • 1•2 • S y Fax Number: 2OZo • (oo° Z • 7/.4 Expiration Date: ESA 2. /07 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: PC 7 .,Sc.) S izap ( &Sky, Z/0 l —MtWwl W A Sgt 7 i City / State Zip Contact Person: 4 E C f t � � Aro .&m ( Day Telephone: 1'2 S - Z& 7 2 . - f & 1 5 . . 15.. ea+rt Fax Number: A • ?,X CQ 'Fier ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: '2615 / td4- Avg , St". 28)._ TlEE / CAA 19( City State Zip Day Telephone: 26 G 6 (S • frit) Fax Number: 010 Co (S 7737 Page 1 of 6 BUILDING PERMIT INFORMATION _ 206- 431 -3670 Valuation of Project (contractor's bid price): $ / • #4K C Existing Building Valuation: $ Z Scope of Work (please provide detailed information): leti /A t 1' - 61Dvt_ t g tr At?kcc2- T�"cvh(t' u.Dcu[c, • IV'{ rt rlr�••rrs 1'r We "o -t 1 Lt g6 w+A[ rckz. tfFg (L.+E) Fs ; RCtLSs t a« rT ' ur& re /-v _ 40166 At` A-flvc Will there be new rack storage? ❑ Yes %. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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) kl /A *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes z No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " 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. Q:\Appbications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor G 2 Sir ACC' Of — v' A 2 Floor Co 2 le o .4ct.L 3.5 - 3` Floor G 2,5 Atv i V A - -Z Floors thru ____q7_ _ Basement Accessory Structure* Attached Garage _ _ Detached Garage Attached Carport _—... _ Detached Carport �.. Covered Deck _ Uncovered Deck BUILDING PERMIT INFORMATION _ 206- 431 -3670 Valuation of Project (contractor's bid price): $ / • #4K C Existing Building Valuation: $ Z Scope of Work (please provide detailed information): leti /A t 1' - 61Dvt_ t g tr At?kcc2- T�"cvh(t' u.Dcu[c, • IV'{ rt rlr�••rrs 1'r We "o -t 1 Lt g6 w+A[ rckz. tfFg (L.+E) Fs ; RCtLSs t a« rT ' ur& re /-v _ 40166 At` A-flvc Will there be new rack storage? ❑ Yes %. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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) kl /A *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes z No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " 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. Q:\Appbications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 1Sr. .. Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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): X ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Please refer to Public Works Bulletin #1 for fees and estimate sheet. Proposed Activities (mark boxes that apply): El ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Const ruction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ .. Highline , .. Va1Vue ❑ .. Renton ... Sewer Availability Provided cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size...... ❑ ...Sewer Main Extension....[ it Public ❑ ...Water Main Extension..... ..Public ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ;...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line X j...Backflow Prevention - Fire Protection ? Irrigation " Domestic Water X " Q: Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO# WO# WO # ❑ ...Deduct Water Meter Size " Private Private FINANCE INFORMATION Fire Line Size at Property Line I 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 Page 3 of 6 Unit Type: Qty Unit T Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air H ling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Ev rator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace V ntilation Fan Connected o Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiratio P ate: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Commercial: New .... ❑ bh Q:1Applications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 Replacement Replacem Indicate type of mechanical work being instal d and the quantity below: State Zip City Day Telephone: Fax Number: Fuel Type: Electric ❑ Gas .... Other: Page 4 of 6 Fixture Type: Qty Fixtur ype: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower D ' ' g fountain or water c • • er (per head) Wash fountain Gas piping outlets Bidet • • • d -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or frail park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment int ceptor, including its u . p and vent, except for •chen type grease in ceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or g. . iping outlets being installed and the quantity below: Q:tApplications\Fonns- Applications On Line 3 -2006 - Permit Application doc Revised: 9 -2006 bh Expiration State Zip City Day Telephone: Fax Number: e: Sewer: Page 5 of 6 BUILDING OWNER Signature: Print Name: Date Application Accepted: bh 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. ZED AGENT: Mailing Address: &6T Sc„) e rl.4cr( , Date Application Expires: o1d1,l4- Mo(elo- Q:'.Applications\Fonns-Applications On LineV -2006 - Permit Application.doc Revised: 9 -2006 Date: a/b Q 1 Day Telephone:I 2a ' ! (. - 35 - 2 c tzrt , 1AJ4- 18657 City State Zip Page 6 of 6 ACCOUNT ITEM LIST: Description dnr.• RAmint -116 BUILDING - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: KING COUNTY HOUSING AUTHORITY RECEIPT Parcel No.: 0040000205 Permit Number: D07 -072 Address: 14410 41 AV S TUKW Status: APPROVED Suite No: Applied Date: 03/06/2007 Applicant: RIVERTON TERRACE APARTMENTS Issue Date: Receipt No.: R07 -01113 Payment Amount: $9,462.48 Initials: JEM Payment Date: 06/12/2007 01:28 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 185941 9,462.48 Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 8,707.98 250.00 250.00 250.00 4.50 Total: $9,462.48 9265 06/12 9716 TOTAL 9462.48 Printari nR -12 -2017 Receipt No.: R07 -00326 Initials: JEM User ID: 1165 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0040000205 Permit Number: D07 -072 Address: 14410 41 AV S TUKW Status: PENDING Suite No: Applied Date: 03/06/2007 Applicant: KING COUNTY HOUSING AUTHORITY Issue Date: Payee: KING COUNTY HOUSING AUTHORITY RECEIPT Payment Amount: $5,660.19 Payment Date: 03/06/2007 04:14 PM Balance: $8,712.48 Amount Payment Check 183845 5,660.19 Account Code Current Pmts 000/345.830 5,660.19 Total: $5,660.19 doc: Receiot -06 Printed: 03 -06 -2007 Project: g, /t TarAe4 IfRie1 4M4- Type of Inspection: A44 P.41 -1 Address: pp/ 10 1 .4,- 5 • Date Called: 12/3//07 Special Instructions: Date Wanted: 1 261/07 : (,o Cal? P.m. Requester: Phone No: a ) Q07- 074 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i* 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 10 Approved per ap,licable codes. El Corrections required prior to approval. COMMENTS: Inspector: I Datea `i WO? U $58.00 RE ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: WIC' Ce 4 �. Type of Insp f ^ 1 I n if A11 5 Aix ,. ¶ . Date Called: 1 /1/07 r / r� // 3—/J) C ` � I s O. (� C. J vL l r <Y" i.n / &! A . oi 'V �) r w c,C ;) itaP.LI , , /-.)-/ / //7 (ove4,., -,,, r at-, e,h, w„_ : 5.-f 1 0 _r Pr St. O 1li WIC' Ce 4 �. Type of Insp f ^ 1 I n if A11 5 Aix ,. ¶ . Date Called: 1 /1/07 Special Instructto Date Wanted: .z1 07 Requester: T p 709 q tz 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 0 Approved per applicable codes. DYI Corrections required prior to approval. J inspector: 6 'Date: / (L / ci7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: F7/(74/ ddress: IV'//ti i//ev i --"-, : . e I-,^, oil —it/e/C e Special Instructions: ...2 (;),Aci,r'/ i l - "---A-4::.,./ e‹..... -/ Phone No: , CtO 6- 20g -' 6d/ � Pr ct: i ir�. - �/o �v �rr�c�� Type of Inspection: F7/(74/ ddress: IV'//ti i//ev Date Called: Special Instructions: Date Wan te�J� 0 70? Requester: Phone No: , CtO 6- 20g -' 6d/ INSPECT N NO. nspecto INSPECTION RECORD Retain a copy with permit i)97- 072 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. El Corrections required prior to approval. Date: .00 REINSPECTIONH;EE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Projesk: , //t/eV ie rr"...fet e• Type of Inspection: / Address: Date Called: Special Instructions: Date Wanted: , / 2 i? a / cr7 P• • Requester: Phone No: 4 INSPECTION RECORD Retain a copy with permit Da V-0 7e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Y 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 t2 Approved per applicable codes. Corrections required prior to approval. COM M ENTS: /.: / l /r d 14e /2. /2 SAT" I specto 1/144A 'Date: LI I /217 fa ) $ 0 REINSPECTION EE REQUI ED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proje / t /( ee'lel � /t, A e' Type of Inspectiop: f "?.tNl i4v Addre s: 1 q ( , 0 t/ / v S� Date Called: Special Instructions: Dat wanted : / 7 • n p. Requester: Phone No: ..20‘- 2dc - SAO INSPECTION RECORD Retain a copy with permit L 7 -07? INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: rt r :7 6 — 4// /ivG� 1..11 1.- /8 . D 7 wA / /5'4 r74;t S - S/4,>~✓ ,t9 1 1A .- ) (I specto $ REINSPECTION FE REQU,tRED. Prior to inspection, fee must be p at 6300 Southcenter vd.. Suite 100. Call the schedule reinspection. J Receitt No.: 'Date: Date: / 2/71 'l� Project; 44 ..0"------ Type o n3)pection: &(//fin/5 Address: Date Called: Special Instructions: Date Wante // / ,2- / : 7d /� a ` Requester: Phone No: INSPEONNO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION {�- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Da g /2d /! / .00 REINSPECTION F E REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Projec Type of Inspection: Address: iyl -- yip, CO Date Called: Special Instructions: —' Date Wanted: ���,'�6f � a Requester: Phone No: /C_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: ,Of Inspe or Date: ,yipoved per applicable codes. D Corrections required prior to approval. $58.00 REINSP ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 2 com, : 4 Type of Inspection: t .. / 3,1,,, „ri; & (II r Era aliPir Address: /S/‘ 1 7//iu 5 ' / Lf;, _, / 2— 15— 1 1 A --- E 0 & 723 Special Instructions: Date Wanted: c- •/ - /4" bs7 P.m. Requester: Phone No: 20 0 - 9 gc,/ --) Projec4: . ,----- /e/ ,-,7/,),,, /e. Type of Inspection: t .. / 3,1,,, „ri; & Address: /S/‘ 1 7//iu 5 Date Called: Special Instructions: Date Wanted: c- •/ - /4" bs7 P.m. Requester: Phone No: 20 0 - 9 gc,/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 1 -3 INSPECTION NO. 1=IApproved per applicable codes. !Inspector .."/ INSPECTION RECORD Retain a copy with permit U Corrections required prior to approval. p ate: ey...../" $58.00 REINSPECTR) FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: i) 6a-7 Cl/ J //- "1-.-5.4/41;if}( /., 46 ( -,- 7 1---' Type of Inspection: q�,� ;- h l \J Date Ca led: Addres�s:��+ � 7 ,,,,, , ...- -- 1_4,4,4, - 3 (i,,- 4 ( -' ' -, /A 't ,' , Z 5 7.;-,--, //e L-) fic,, - /./. )i /b/ lise.e 4../A, / /5 fe0( ze�� 'Pe'ii'.4 e y - 4 . ri_ ./ ,'fir . • / i _ Al&- F2, ∎ ;' / ., t' 5," ti , � // f "7 ,A794;:-7 P!/r44.4 , 140k «{ S 14-4 g 3,„/ -�e,9-- Prod >■lei 0q•I ,------ � /� ✓,/iQ, Type of Inspection: q�,� ;- h l \J Date Ca led: Addres�s:��+ � / � ' Special In�structions Date Wanted: 9 / 41/12"U1 p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 'Inspector INSPECTION RECORD Retain a copy with permit �j. 'Date: PERMIT NO. Y- (206)431 -3'6 0 Corrections required prior to approval. /v/ ❑ $58.00 REINSPECTIOI( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project C Type of Inspection: SU Addres : 14 to 4 I W Date Called: 3/ 2- Special Instructions: i Date Wanted: 1, l/ a.m. p.m. Requegro Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Do 7 -0 El Corrections required prior to approval. COMMENTS: °0/2? s ew-)u---t (3- TA cps (2 AS S . 1cA4.4i1h Fd1 f Inspector: c t I I ? -Vv $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: v .4 %ki/ 3cz.00, - , `� /' f z ' . 1vs o r/„ f,/ age. Date Called: -V / fif,F7 f, •q/;7 s,mid h 4.r . f //vs,/ kJ 6 d Iz / /wrl Date Wanted: r� Z —U 7 i9 // ,4,i � inn.. -v ( sd 4 /4 :d sp - # -. 94j J / P _206 °= 74 - 9 ' ' , Project: /Jai, &■ / a, KW' r Type of Inspection: / , • -, o / 2 v Address: /I /L- //U L //r>ll Date Called: Special Instructions: Date Wanted: r� Z —U 7 6 p.m. Requester: P _206 °= 74 - 9 ' ' , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. LEI required prior to approval. (Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: PERMIT NO. (206)431- 1 Date io II o - 25 - � .00 REINSPECTION REA RED. Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. /r/ Project: g,', 1 e.rA rc-- Type of Inspecction: i, 7h Address: /91/ 1 o Suite #: 'vi 4 Contact Person: Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0o7 — 07 PERMIT NUMBERS [' Corrections required prior to approval. COMMENTS: 0 Erv7 <, y �,��` J 1� , � = c - / Inspector: 51,0 5 / 5 Date: / Z frCie Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from h e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: tiers cc_ . Type of Inspection: 5�or�,ntClt„, / 444. a- / J it Address: Pitt/ / • Suite #: L/ I Alt/C. 5, • Contact Person: © a Special Instructions: Phone No.: .3 .3 -- Z S"r— '7 /o / 0 je 7 cot- ?tie. 9.1 rye', ta4r,.e- riatifs rr.p<. Occupancy Type: ) f (v.(ra- , ,L- 6v+ ,..s /7 a 4A4. <Cr s - 1z, -t/ d o,� 4// i ✓, n 4;.1 c- .. r a4., ca,J ' i2,. ` - sh.. e".4.,,(4.,..7 ei,A O ee-: (,�.4 /Z- -4b � - / 0,/ , ‘ , 1-e , / tlo?' .. t.Jr .SS ", // Asir- -10 ,-A, i, 4,11 -rsT •1 L 4' -I-It . / /S� o r -H1 la tAi Id, A) Project: K; ,,,,,,,f -;. tiers cc_ . Type of Inspection: 5�or�,ntClt„, / 444. a- / J it Address: Pitt/ / • Suite #: L/ I Alt/C. 5, • Contact Person: © a Special Instructions: Phone No.: .3 .3 -- Z S"r— '7 /o / Needs Shift Inspection: Sprinklers: Fire Alarm: = Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT rk East, Tukwila, Wa. 98188 206- 575 -4407 I i Approved per applicable codes. INSPECTION RECORD Retain a copy with permit /0e7- 0 72 67— .e5 c"7— 2-?,7 PERMIT NUMBERS ri Corrections required prior to approval. Inspector: 50 � c Hrs.: _Date: lip p ike) 1- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspeetion. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form. F.P. 113 COMMENTS: Type of Inspection: fI — S a15 C-1— -,T CD 20 c (2 /S.. o --- - Env ?'5 Q /5 Contact Person: M t iLL Special Instructions: Z A'FL ,ZT <a zi49, /30 ---- L f) Ziv <0 /5 1 5T <7"eT e z/O e /6 - A'9 zzli Q /5 Phalle) -' /l_ Fog . Tx} A/ P/ P65 f i A-1,1. a-- - o 1 IC -eve- - Project: Hill/6 do. {o J7-f{ Type of Inspection: Address: /L /t//0 '// Suite #: 13 $ . Contact Person: M t iLL Special Instructions: Permits: Phone No.: ZS 3 - ZoZ - 7c)07_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: Inspector: ( /S I 2_ i Date: ID fc I 0 Hrs.: Z_ INSPECTION NUMBER 44 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 — 0o3 - vZ o9 - - ly PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 )/2 IL or 11;31 rtiULJ tiI1AGAN iKraZ & ASSOCIATES, INC. Dear Mr. Jefris, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION December 18, 2007 KA No. 096 -07292 Permit No. 07072 Steve .7efris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Final Letter Riverton Terrace 1440 — 41 Avenue South Tukwila, Washington In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforcing Steel Inspection • Anchor Bolt Installation • Nailing Inspection To the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. Respectful) submitted, Jeffrey Senio C' '.n Services Manager Pacific . ' w st Division M CC' WO CLARK CONSTRUCTION COMPANY CITY OF TUKWILA 4254856837 T -376 P002/002 F -170 • Epoxy- installed Dowels ▪ Concrete Inspection • Framing Inspection 11715 North Creek Parkway South C -106 Bothell, Washington 98011' (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607252 Final Letter azan '�== & ASSOCIATES, INC. November 17, 2007 Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41" Avenue South Tukwila, Washington Dear Mr. Jefris, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 1 1 ;110 Jeffrey Mercer Senior Construction Services Manager Pacific Northwest Division MM/ga GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION CC: WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA /olo- KA No. 096 -07292 Permit No. P07 -072 NOV28 ©1 DF N O PIT y ANT 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 brk Project No. 096 -07292 co. Code 28160 Pour Date 10/15/07 Report No. 19243 W eather Light Rain Jurisdiction City of Tukwila Permit No. 007 -072 Project Riverton Terrace Engineer Location 14410 41st Ave s Architect Client WG Clark Construction Contractor WG Clark Field Data Concrete X Other Supplier Miles CYUNDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:30 M069 43797 4.5 68 54 Placement Area Location Footing/walls for ramp at north of building Remarks Please refer to Field Report No. 87550 Placed by chute and mech. Vibrated Inspector Tuyen Tran Laboratory Data Cyl. Test Code Date 28160 -1 10/22/07 28160 -2 11/12/07 28160 -3 11/12/07 28160 -4 28160 -5 28160 -6 28160 -7 28160 -8 Remarks Results Reviewed By Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 520 F. Ash lbs. C. agg. lbs. 1 ( #57) 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1454 Water lbs. 275 232 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Design Strength 3,000 @ 28 days Date Specimens Rec'd. 10/16/07 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 1.0 46960 3,740 1 VJ 3 28 4x8 12.56 1.0 62810 5,000 1 MO 3 28 4x8 12.56 1.0 65460 5,210 1 MO 3 H Date Reviewed f Codes for Break Types: 1 Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Renown 2 Effective Date 12/02/02 The Monnation provided on the 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 8 Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test - Results X Conforming Non - Conforming I(i'azan & ASSOCIATES, INC. Dear Mr. Jefris, Res CC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 29, 2007 KA No. 096 -07292 Permit No. Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41' Avenue South Tukwila, Washington Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. bmitte INC. effrey ' e Seni • C,,,(((�''', cti • Services Manager Pa I is ► , ewe Division MM/ga ��'���"' WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA RECEIVED NOV 14 2007 COMMUN T' DEVELOPMENT 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 brk r t./VV — V I LVG Weather Partly Cloudy Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Inspector Tuyen Tran Laboratory Data Cyl. Test Code Date 27998 -1 10/8/07 27998 -2 10/29/07 27998 -3 10/29/07 27998 -4 27998 -5 27998 -6 27998 -7 27998 -8 Remarks Results Reviewed By Codes for Break Types: Measurement Uncertainties' STM C -39 +/- 8% vr 1. 1.01"ec L I .7 LI rvur vaac Jurisdiction City of Tukwila Permit No. P07 -072 Engineer Architect Contractor WG Clark Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:15 M045 9962 4 69 57 Placement Area Location walls at ramp NW corner Remarks Please refer to Field Report No. 86793 placement by pump and mech vibrated Design Strength 2,500 @ 28 days Date Specimens Rec'd. 10/2/07 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 1.0 43950 3,500 1 VJ 2 28 4x8 12.56 1.0 55340 4,400 1 VJ 3 28 4x8 12.56 1.0 55940 4,450 1 VJ 3 H Date Reviewed lv .3a O 7 ne 2: Cone & Split 3: Cone & Shear 4: Shear 5: / Columnar (Split) Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report Y prepared for the exclusive use of the client This report may not be reproduced in any format wahout the written permission of the client and Krezan & Associates. 1 VI 1 /V I alocNva a 1W. 1 VLJV Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 515 F. Ash lbs. C. agg. lbs. 1 ( #57) 1860 1855 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1459 Water lbs. 274 250 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 1�1 & ASSOCIATES, INC. October 28, 2007 Dear Mr. Jefris, MM/ga CC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41" Avenue South Tukwila, Washington Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Jeffre; Se Pacifi Res, - - 1 .ubmitted, AS ! , INC. on Services Manager st Division WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA RECEIVED NOV 0 2 2001 COMMUNITY DEVELOPMENT KA No. 096 -07292 Permit No. P07 -072 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 bit Project NO. UJE:r -U /191 Weather Partly Sunny Project Riverton Terrace Location 14410 41st Ave s client WG Clark Construction Field Data Concrete X Supplier Miles Time Truck# 11:05 M752 Other Ticket # 42700 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 4 Mix Temp. (F) 69 Site Mix Air Temp. (F) 55 Unit Wt. (pcf) Placement Area Location Footing for ramp entrance at NW corner of bldg Remarks Please refer to Field Report No. 86775 placement by pump and mech consolidated Inspector Tuyen Tran Laboratory Data Cyl. Test Code Date 27878 -1 10/1/07 27878 -2 10/22/07 27878 -3 10/22/07 27878 -4 27878 -5 27878 -6 27878 -7 27878 -8 Remarks Results Reviewed By Codes for Break Types: Field Cure Age 7 28 28 H 1:C Cyl. Code 27b75 Pour Date Jurisdiction City of Tukwila Engineer Architect Contractor WG Clark Design Strength 3,000 @ 28 days Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.56 1.0 43990 3,500 1 VJ 2 4x8 12.56 1.0 59630 4,730 1 VJ 3 4x8 12.56 1.0 60440 4,810 1 VJ 3 2: Cone & Split Date Reviewed Measurement Uncertainties: C -39 +/- 8% Form 03101 Redalon 2 Effective Date 1202/02 The information provided on tiro report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the water) permission of the dent and Krazan 8 Associates. 9/24/07 Report No. 19230 Permit No. P07 -072 Reported Batch Data Design Weights Mix No. 01550 Cem.lbs. 517 515 F. Ash lbs. C. agg. lbs. 1 ( #57) 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1467 Water lbs. 275 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01550 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Date Specimens Rec'd. 9/25/07 /0/2-?((i? Test Results X Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Prbject No. U9ti -U /191 Cyl. Code '1131 bU Pour Date Weather Light Rain Jurisdiction City of Tukwila Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:30 M069 43797 4.5 68 54 Placement Area Location Footing/walls for ramp at north of building Remarks Please refer to Field Report No. 87550 Placed by chute and mech. Vibrated Inspector Tuyen Tran Laboratory Data Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 1.0 46960 3,740 1 VJ 3 28160 -1 10/22/07 28160 -2 11/12/07 28160 -3 11/12/07 28160 -4 28160 -5 28160 -6 28160 -7 28160 -8 Remarks Results Reviewed By 28 28 H Design Strength 3,000 @ 28 days Date Specimens Rec'd. 10/16/07 1U /10 /U Engineer Architect contractor WG Clark Date Reviewed td/ Codes for Break Types: 1: Co . - 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report is prepared for the exclusive use of the dent. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates Keport No. 1 UL4s Permit No. D07 -072 Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 520 F. Ash lbs. C. agg. lbs. 1 ( #57) 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1454 Water lbs. 275 232 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Test Results Conforming Non - Conforming c) 7 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other an & ASSOCIATES, INC. October 22, 2007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1440 — 41' Avenue South Tukwila, Washington Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 87550 dated October 15, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respec . 1 submitted, ASSOCIA ES, INC. - �rr Se or ¶ .t ion Services Manager Paci !►' • ort est Division MM/ga CC: WO CLARK CONSTRUCTION COMPANY CITY OF TUKWILA KA No. 096 -07292 Permit No. 07072 R ECEIVED OC�f , 2 62000 c 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr "_"� azaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / Cf — /S - 0 PROJECT #: (-0 6 a 71- 92— PROJECT: _kJ ti li7 7IY) 7,e/>C C LOCATION: / LAG/ /C) KRAZAN PROJECT MANAGER Superintendent /Representative: FIELD REPORT NO: CONTRACTOR: A_ JURISDICTION: / 75 / 4 PERMIT #: SO' 7 0 7 __ . INSPECTOR: y �"�./ WEATHER: / lv /l fjlil7� o rl/ t s . 1501 Field Report.doc Techni Serving the Western United States /no Equipment/Asset Number(s): To the best of my knowledge, the above(WAS j' WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Revision 1 Effective Date: 5/25/05 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 & Associates. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 10, 2007 KA No. 096 -07292 Permit No. 07072 Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1440 — 41 Avenue South Tukwila, Washington Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 86793 dated October 1, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Res s - • submitted, Jeffrey Sen Pacifi MM/ga CC: S, INC. on Services Manager est Division WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA an & ASSOCIATES, INC. 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr 1 =44g aZZ & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / -0 7 PROJECT #• c ‘C) 7 2 y Z PROJECT: /2. C�— LOCATION: / /4/ /a 4 `?. KRAZAN PROJECT MANAGER• jObei 7 . 7.e.P./7 P7.?p ^IP C r■57 ■# . Equipment/Asset Number(s): To the best of my knowledge, the abov Superintendent /Representative: 1501 Field Repart.doc Inc. FIELD REPORT NO: CONTRACTOR: G(,), JURISDICTION: ,#,e4 PERMIT #: _Oa 7C INSPECTOR: --Tr � WEATHER: / 5 , TEMP: 7 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Ician: Serving the Western nited States Revision 1 Effective Date: 5/25/05 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 & Associates. Kr ...,,,,..,„,,„„,,,.., OM, 411•111/911 Noma olli•I■1.411 MIOMMMINNINNII Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 Dear Mr. Jefris, Respec i.. - bmitted, SSOC INC. Jeffre Se '.r cti.. Services Manager Pacific > we Division MM/ga cc: WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA azaZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 9, 2007 KA No. 096 -07292 Permit No. P07 -072 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41 Avenue South Tukwila, Washington Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 brk.doc rruJeci rvo. uyo - u / LJL Weather Cloudy Project Riverton Terrace Location 14410 41st Ave S Client WG Clark Construction Inspector Tuyen Tran Laboratory Data Cyl. Test Code Date 27683 -1 9/7/07 27683 -2 9/28/07 27683 -3 9/28/07 27683 -4 27683 -5 27683 -6 27683 -7 27683 -8 Remarks Results Reviewed By cyl. Code 17683 Pour Date 8/31/07 Report No. 19222 Jurisdiction City of Tukwila Permit No. P07 -072 Design Strength 3,000 @ 28 days Engineer Architect Contractor W.G. Clark Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 1:30 MO22 122113 4.5 69 65 Placement Area Location Stem walls at new loby addition (NW of bldg) Remarks Please refer to Field Report No. 85490 Placement by chute and mechanically consolidated. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 1.0 42070 3,350 1 VJ 2 28 4x8 12.56 1.0 56850 4,530 1 VJ 2 28 4x8 12.56 1.0 57120 4,550 1 VJ 2 H 1 Date Reviewed (O7 ■ Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 512 F. Ash lbs. C. agg. lbs. 1 1860 1833 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1460 Water lbs. 274 251 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Date Specimens Rec'd. 9/6/07 0 Codes for Break Types: ,. 'Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 2 Effective Date 12/02/02 The Information provided on this report is prepared for the exclusive use of the diem. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 0 7 3: Cone & Shear 4: Shear ' 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming irofect NO. UUb-UfZUL Weather Partly Cloudy Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:15 M045 9962 4 69 57 Placement Area Location walls at ramp NW corner Remarks Please refer to Field Report No. 86793 placement by pump and mech vibrated Inspector Tuyen Tran Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 1.0 43950 3,500 1 VJ 2 27998 -1 10/8/07 27998 -2 10/29/07 27998 -3 10/29/07 27998 -4 27998 -5 27998 -6 27998 -7 27998 -8 Remarks Results Reviewed By 28 28 H Codes for Break Types: 1: Co Measurement Uncertainties: AST C-39 +/- 8% Form 03101 Revision 2 Effective Date 1202/02 Cyl. Code 27998 Pour Date 10/1/07 Report No. 19238 Jurisdiction City of Tukwila Permit No. P07 -072 Engineer Architect Contractor WG Clark The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced N any format without the written permission of the dent and Krazan ti Associates. Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 515 F. Ash lbs. C. agg. lbs. 1 ( #57) 1860 1855 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1459 Water lbs. 274 250 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Design Strength 2,500 @ 28 days Date Specimens Rec'd. 10/2/07 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Date Reviewed j i / b T one & Split 3: Cone & Shear 4: hea 5: Columnar (Split) 1110111. JIM 11KraZ October 6, 2007 KA No. 096 -07292 Permit No. P07 -072 Steve Jefris KING COUNTY HOUSING AUTHORITY 62.5 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41" Avenue South Tukwila, Washington Dear Mr. Jefris, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Jeffry d e r for Pacir •'• MM/ga CC: & ASSOCIATES. ti C on Services Manager west Division WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 brk rroject No. U3b -U /LUL Weather Partly Sunny Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Inspector Tuyen Tran Laboratory Data Cyl. Test Code Date 27878 -1 10/1/07 27878 -2 10/22/07 27878 -3 10/22/07 27878 -4 27878 -5 27878 -6 27878 -7 27878 -8 Remarks Results Reviewed By Field Cure Age 7 28 28 H Cyl. Code 27575 Pour Date Jurisdiction City of Tukwila Engineer Architect Contractor WG Clark Field Data Concrete X Other Supplier Miles Time Truck# 11:05 M752 Ticket # 42700 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 4 Mix Temp. (F) 69 Site Mix Air Temp. (F) 55 Unit Wt. (pcf) Placement Area Location Footing for ramp entrance at NW corner of bldg Remarks Please refer to Field Report No. 86775 placement by pump and mech consolidated '4 Codes for Break Types: 1. Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Rwkion 2 Effective Date 12/02!2 The information provided on this report Is prepared for the exclusive use of the dent This report may not be reproduced in any format without the written permission of the dent and Krazan d Associates. 3: Cone & Shear 4: Shear 9/24/07 Report No. 19230 Permit No. P07 -072 Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.56 1.0 43990 3,500 1 VJ 2 Date Reviewed / Reported Batch Data Design Weights Mix No. 01550 Cem.lbs. 517 515 F. Ash lbs. C. agg. lbs. 1 ( #57) 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1467 Water lbs. 275 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01550 0 x ASTM C143 x ASTM C1064 x ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other Cl) 9/25/07 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Co - forming Non - Conforming 5: Columnar (Split) aZarZ & ASSOCIATES, INC. October 2, 2007 KA No. 096 -07292 Permit No. P07 -072 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41" Avenue South Tukwila, Washington Dear Mr. Jefris, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey Me er Senior Construction Services Manager Pacific Northwest Division MM/ga CC: WG CLARK CONSTRUCTION COMPANY CITY OF TUKW ILA 1N3PJd013A30 AifNf1WW00 lL001 9 T 1 100 CIHAMOBti 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 brk Project No. 096 -07292 Cyl. Code 27620 Pour Date Jurisdiction City of Tukwila Engineer Architect Contractor Weather Sunny Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Inspector T Gilge Laboratory Data 27620 -1 9/5/07 27620 -2 9/26/07 27620 -3 9/26/07 27620 -4 27620 -5 27620 -6 27620 -7 27620 -8 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% 8/29/07 Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:30 M132 191696 N/A 4.25 81 78 Placement Area Location Footing @ front side of bldg. Remarks Please refer to Field Report No. 86324 Placed by truck & hand rodded Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 1.0 40730 3,240 1 VJ 3 28 4x9 12.56 1.0 48690 3,880 1 VJ 3 28 4x10 12.56 1.0 48720 3,880 1 VJ 3 H ((of Date Reviewed ( Form 03101 Revision 2 Effective Date 12/02/02 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 & Associates. Report No. 31035 Permit No. P07 -072 Reported Batch Data Design Actual Weights Weights Mix No. 1550 Cem. lbs. 514.2 F. Ash lbs. C. agg. lbs. 1 (7/8) 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1560 Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Design Strength 2,500 @ 28 days Date Specimens Rec'd. 8/30/07 3: Cone & Shear 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other - Test - Results X Conforming Non - Conforming krazan & ASSOCIATES INC. CC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 27, 2007 Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1440 — 41 Avenue South Tukwila, Washington Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 86775 dated September 24, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, SSOCI Jeffrey Senio � j c . Pacific o ;Division MM/ga , INC. n Services Manager WO CLARK CONSTRUCTION COMPANY CITY OF TUKWILA KA No. 096 -07292 Permit No. 07072 �I« ( I' • ; t GQ14,.a.... I I DEVELOP NT 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr v .„.. Kr azaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: °2 z/ 7 PROJECT #: 7 ' qz PROJECT: / 2,;),--177-1-7 LOCATION: /1/4/ /C3 4// 1 KRAZAN PROJECT MANAGER: 1-7 c� 7 a— it v .:4 =fry CONTRACTOR: („(,) JURISDICTION: PERMIT #: 6 '7c 72.- INSPECTOR: - 7 -- 7 / WEATHER: 7S—ex /_ 3 /�., y�o ; hZ " #•)C' vI7 t) i . r_1 ( r e - 4,4-7 - e-, e-, D A- c 4 it . i1. Superintendent /Representative: 1501 Field Report.doc Technic n: is- r�r^ 69...1 Serving the Western Un ted States FIELD REPORT NO: 7 TEMP: S" SS 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. Revision 1 Effective Date: 5/25/05 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 & Associates. /00 > K r azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 12, 2007 KA No. 096 -07292 Permit No. P07 -072 Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Compressive Strength Test Results Riverton Terrace 1440 — 41' Avenue South Tukwila, Washington Dear Mr. Jefris, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. RespectfulI submitted, / ction wes Jeffrey Seni Pacific MM /ga ASSO ery ices Manager 'vision CC: WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA RECEWED SE? BU LLiidOi DEPARTMENT 11715 North Creek Parkway South C -106 • Bothell, Washington 98011 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States Document I Project No. 096 -07292 Weather Sunny Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Field Data Concrete X Other Supplier Miles Time Truck# 2:30 M132 CYLINDER REPORT Plant No. 201 Ticket # % Air 191696 N/A Slump Temp. (in.) (F) 4.25 81 Site Mix Mix Air Temp. (F) 78 Unit Wt. (pcf) Placement Area Location Footing @ front side of bldg. Remarks Please refer to Field Report No. 86324 Placed by truck & hand rodded Inspector T Gilge Laboratory Data Cyl. Test Code Date 27620 -1 9/5/07 27620 -2 9/26/07 27620 -3 9/26/07 27620 -4 27620 -5 27620 -6 27620 -7 27620 -8 Remarks Results Reviewed By Codes for Break Types: Field Cure Age X 7 28 28 H Cyl. Code 27620 Pour Date 8/29/07 Report No. 31035 Jurisdiction City of Tukwila Engineer Architect Contractor Permit No. #07 -072 Design Strength 2,500 @ 28 days Date Specimens Rec'd. 8/30/07 Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.56 1.0 40730 3,240 1 VJ 3 RECEWED Date Reviewed ' Reported Batch Data Design Actual Weights Weights Mix No. 1550 Cem. lbs. 514.2 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1560 Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other DEPARTMENT Test Results Conforming Non - Conforming 2: Cone & Split 3: Cone & Shear 4. Shea 5: Columnar (Split) Measurement Uncertainties: STM C -39 +/- 8% Form 03101 Revision 2 Effective Date 12/02/02 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 d Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other rroject NO. u so — utZUZ Cyl. Code 27683 Pour Date 8/31/07 Report No. 19222 Weather Cloudy Jurisdiction City of Tukwila Project Riverton Terrace Location 14410 41st Ave s Client WG Clark Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:30 MO22 122113 4.5 69 65 Placement Area Location Stem walls at new loby addition (NW of bldg) Remarks Please refer to Field Report No. 85490 Placement by chute and mechanically consolidated. Inspector Tuyen Tran Laboratory Data ASTM C -39 +/- 8% Engineer Architect Contractor Design Strength 3,000 @ 28 days r Permit No407 -072 Reported Batch Data Design Actual Weights Weights Mix No. 01550 01550 Cem.lbs. 517 512 F. Ash lbs. C. agg. lbs. 1 1860 1833 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1460 Water lbs. 274 251 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Date Specimens Rec'd. 9/6/07 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Sir. (psi) Set # By Type 27683 -1 9/7/07 7 4x8 12.56 1.0 42070 3,350 1 VJ 2 27683 -2 9/28/07 28 1 27683 -3 9/28/07 28 1 27683 -4 H 27683 -5 R cCE ! D G 27683 -6 c , V. . 27683 -7 B L �, 27683 -8 ` DEPAr- Remarks Codes for Break Types: 7 Results Reviewed By Date Reviewed C one 2: Cone &S Split 3: Cone & Shear 4: Shear 5: C olumnar (Split) Measurement Uncertainties: Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report is prepared for the exclusive use of the cNent. This report may not be reproduced in any format without the written permission of the dent and Krazan b Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Kra. Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 86324 dated August 29, 2007 • Field Report 85490 dated August 31, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, e Se P:c MM/ga CC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 6, 2007 KA No. 096 -07292 Permit No. 07072 Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1440 — 41' Avenue South Tukwila, Washington & I I ES, INC. on Services Manager est Division WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA an & ASSOCIATES, INC. RECE VIED SEP 14 2007 COMMUNITY DEVELOPMENT 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr azrZ. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S' 29 " o PROJECT #: p - 07 292- PROJECT: ?--t .1Pl ty\"Tey(o e. LOCATION: 1 y41 O i- IIS 1 1 KRAZAN PROJECT MANAGER: c�vt 5 Otc> Pc ve54r61 £6( ( One Are At `e 5awt • • To the best of my knowledge, the abo Superintendent /Representative: 1501 Field Report.doc eat sta` CONTRACTOR: VA C1ar yA i PERMIT #: `)t,7 INSPECTOR: T{1 WEATHER: S./rvl Technician: -2-c 'rc C. L SI '5 +cir ctic Are-1/4 iv \ { 51vv`-tD Cw15 (1)(1CAR7k t„ 5 ?acid A UCAC °F ha.v cock d - cc so\ os" . Equipment/Asset Number(s): WAS NOT performed in accordance with the approved plans specifications, and regulatory requirements. ■ Serving the Western United States FIELD REPORT NO: t v1 TEMP: % E Revision I Effective Date: 5/15/05 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 & Associates. ......_..... '� azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ,q' 1 -G7 PROJECT #: 6 (Y 2 4 92 PROJECT: LOCATION: 1y'// G' y/ KRAZAN PROJECT MANAGER: ?X:4 /Tr I e l7P.r.t •-f� [ �P C Li 7`7/�'�-, (, I /4) r _ t / �Gj p0 C,iJL -e; C4 c/ L 1501 Field Report.doe v Wc7 .?L2 -& S— ' / 9222— Superintendent /Representative: Equipment/Asset Number(s): To the best of my knowledge, the abov WAS)/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Serving the Western - l • � ��, i " nited States an: FIELD REPORT NO: CONTRACTOR: 11..) Gi , ,' JURISDICTION: ' j // PERMIT #: O •- U ° INSPECTOR: WEATHER: TEMP: Revision 1 Effective Date: 5/25!05 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 & Associates. IKr azari & ASSOCIATES INC. August 29, 2007 Respectfully submi GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1440 — 41 Avenue South Tukwila, Washington Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 85472 dated August 23, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Ay & AS. 4 CIATES, INC. Je S. rio Paci c MM/ga on Services Manager st Division CC: WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA RECEIVED SEP 07 2007 COMMUNITY DEVELOPMENT 204-(Al- KA No. 096- 2 Permit 07072 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr azan & Associates, Inc. DATE: 2 3 " G 7 PROJECT PROJECT: iZ../c1e4 frnp-, LOCATION: /1 /0 V/ V KRAZAN PROJECT MANAGER: 1501 Field Reportdoc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Superintendent /Representative: Serving the Western ' nited States FIELD REPORT NO: CONTRACTOR: 4) 4 Zi JURISDICTION: '7 =,-4 PERMIT #: c ? el 7- 0 7 2 . INSPECTOR: 7 .,„) WEATHER: A ,.�3 7 TEMP: gr - ee", M i Q m S !>P r ' 4 e2 (v) )V j "f ) c 1L J T rim!' 7 7jtin7 P.}C /A7 -r 1 7 7' ) %— 14.1 ?- la —' ? ` C C /`ew �f � / i ...I //If' ...d .... /b.—.AS/ 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. Revision I Effective Date: 5/25/05 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 & Associates. WAN - - CZ /Jn & ASSOCIATES, INC. ',BUG 2 � ~4 l 2007 , GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERIN@O CONSTRUCTION TESTING & INSPECTION LiEVE FORENSIC INVESTIGATION Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1440 — 41 Avenue South Tukwila, Washington Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 85459 dated August 16, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZ Jeffrey Seni Pa ific MM/ga CC: August 17, 2007 SSO c. INC. n Services Manager st Division WG CLARK CONSTRUCTION COMPANY CITY OF TUKWILA KA No. 096 -07292 Permit No. 07072 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr I<_r' aziii.. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: c / 6 n- CJ 7 PROJECT #• /Trig C 7 2 * Z PROJECT: je._i `✓ e., `tom ?`-P /' , - , LOCATION: /4/4 CU 4e / S f KRAZAN PROJECT MANAGER' c-i A 4 m >; -pct Aim (& 78 P7A-e , r C.o Cl' i? , 7/S e—•/l./4c1 e• y' ` 4,-7 , /�c r 5 .o -42 c v •••" . Superintendent /Representative: 1501 Field Report.doc EL-0 a frn- CONTRACTOR: ik/ _ 6 JURISDICTION: 'T`ivh, . PERMIT #: 7 INSPECTOR: `7" 4,,, it WEATHER: ,/e, TEMP: 6 (-) Techn FIELD REPORT NO: Serving the Western United States 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. Revision I Effective Dale: 5/25/05 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 & Associates. • = Kr aZ ^ 1 & ASSOCIATES, INC. 4, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEER( NQ 44 � CONSTRUCTION TESTING & INSPECTION O.y QQJ FORENSIC INVESTIGATION F August 6, 2007 Steve Jefris KING COUNTY HOUSING AUTHORITY 625 Andover Park West Suite 107 Tukwila, Washington 98188 RE: Construction Testing and Inspection Riverton Terrace 1 — 41' Avenue South Tukwila, Washington KA No. 096 -07292 Permit No. 07072 Dear Mr. Jefris, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 68298 dated July 31, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ASSO ATES; INC. Jeffrey Senio Pac MM/ga CC: Services Manager Division WG CLARK CONSTRUCTION COMPAN Y CITY OF TUKWILA 11715 North Creek Parkway South C -106 • Bothell, Washington 98072 • (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Western United States 09607292 dfr "Krazan & Associates, DATE: 07/3/ /212-e PROJECT #: . ,(, 2 ,29o. PROJECT: !(/2�� • /P-nztee LOCATION: /V9/° «' KRAZAN PROJECT MANAGER: 5 Rol Note: rs Superintendent /Representative: 1501 Field Report.doc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ftm'ye Sl e ao i r /2 7i t t ze. D Inc. (9 rr I • as - - v n;le gig Serving the Weste U FIELD REPORT NO: 6 8 2 9 8 CONTRACTOR: r C4 /q,e 1. dp137EICCOA JURISDICTION: / Le_ ct,v7 et PERMIT #: Z D —O L INSPECTOR: '� �MPO-CA WEATHER: TEMP: (-041 f11 X �2 YctieT Ira i i ^ ) Gt 'L 01 6 lib ° „[ . • ke toe ve / /z"7 /f / r fitfl at-co I t) e.}e s fizi Equipment/Asset Number(s): To the best of my knowledge, the abo - WAS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. States Revision I Effective Date: 5/25/05 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 & Associates. PARAPET WALL: NEW 2x4 TAU_ STUDS 0 54" (AT EVERY 4TH EX. JOIST). NOTCH TALL 2x6's FOR CONT. RIM BOARD. OTHERWISE, BUILD 2x4 SHORT STUDS 0 16 "oc PER R8/S3.3 NOTCH SHEATHING FOR 2x PARAPET WALL EX. ROOF SHEATHING (VERIFY IF PLYWD. CONTACT ENG'R IF IT IS NOT PLYWD) EX. JOISTS 0 16" oc SIMP AM (1) 16d TOP & BOT. SIMP. A35 0 32' oc, TYP. ADDITIONAL SIMP. A35 REQ'D AT 6' -0 FIN., SEE DETAIL 6/S3.1 *NEW REVISED 9/83.1 SINGLE TOP IE (2)16d TO EA, STUD T.O. NEW PARAPET EMO EXISTING PARAPET T.O. ROOF EXISTING NEW HEADER SEE 12/S3.3 W Cl a W SHIM SOUD BTWN 2X4 & RIM BOARD NEW CONTINUOUS 2x12 RIM :OARD, SPUCE w/ MSTA36 Z F CUT EX. JOIST At BACK TO MAKE _ ROOM FOR RIM E- BOARD. 4 J W iz 8 RFA PROJECT NO.: 070393 -01 DATE: March 5, 2007 CODE: International Building Code 2003 rfa structural engineers 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com RIVERTON TERRACE 1441041 AVE S. TUKWILA, WA 98168 TREVYEW �PLI��CE CODE CO APPROVE JUN - 4 2001 Permit No. STRUCTURAL CALCULATIbNS c''m `EXPIRES 9/17/ r7"7 1 RECEIVED C OFTUKWILA MAR 0 6 2007 PERMIT CENTER rfa SUBJECT structural engineers DATE NBC I.1 DESIGN SHEET NO. PROJECT CLIENT RFA NO. F 1� ' �— If � r 1; 1 ell i i i i ! i i i ! I L . .-.- . d 1 S i t 1 i 1 I ( 1 i i I 1 I I I I : s : : M^ r i ! i I i i I 3 ! ! 1 s 1 I i ? i i 3 ! 1 ! I Is I i 1 I 1 I i I ;' ' —4— �_ ! i i t I I ! i 4 i ( I f .a_.____... __._ .___.___._.__.__.. i___.._._ I___.__._ i-_.__..._ _._._...._. ,.- ._..._.__..._.....__.___.__ I - I - . I , I i : 1 .1 I • s rfa SUBJECT structural engineers DATE • - SHEET NO. PROJECT 0(? CLIENT \) \J L- DESIGN RFA NO. WIND DESIGN Method 2 0 0 ft (avg) $ ': mph 3 -sec Gust 0 ft i I Exposure Story Heights: 0 ft ' 0.18 : GCpi Roof 21.5 ft Total = 21.5 ft WALL PRESSURES G = 0.85 qi = qh @ 20 qh = 15.72 Kd = 0.85 Kz = chart Kzt = V= ft 15 20 25 30 40 @roof, qh= Kz J B 0.57 0.62 0.66 0.7 0.76 C 0.85 0.9 0.94 0.98 1.04 p = qGCp - q(GCpi) (6 -17) Parapet 25.8 ft ft qp = 14.9 psf 'Kz (psf) psf Cp I WW 0.8 0.8 0.8 0.8 0.8 LW 0.5 0.5 0.5 0.5 0.5 WW LW (psf) (psf) 6.1 3.8 6.6 4.1 7.1 4.4 7.5 4.7 8.1 5.1 total (psf) 9.9 10.8 11.5 12.2 13.2 L ,� MCE Ground Motion - Conterminous 48 States Latitude = 47.4700, Longitude = - 122.2800 Period MCE Sa (sec) 0.2 1.0 Spectral 0.2 1.0 ( %g) 137.0 047.2 Parameters 137.0 072.2 MCE Value of Ss, Site Class B MCE Value of S1, Site Class B for Site Class D Sa = FaSs, Fa = 1.00 Sa = FvS1, Fv = 1.53 1 di ,,,.. 1...,...:. ii , 1 1 - .. 4v; , ,,, , ,:) . 5.01:•%:::;iu: . a:.711:1 , l'tl -I ::' r. 0 0 2 1 4 2 3 6 4 8 5 mi 10 km L' 1 ..._.._.... 1 I - i 1 - 1 -I 131-1 I* . - I i ; 1 j i 1E Q 1 r i i M1' _ r i I ! { I i i i y r 1 I ? 1 ' µ c { i i ! t ' i A I s 1 i 1 i i 1 ' .._. -_ _- _.- -i_.__ .`- ....__ III i ......--- '�.- _.... -.�- I f ' i- -_...c �c I ; t 1 i 1 i I ( -_t s ! i NI l, 0 / p,it i o J : s i i ! ( 1 _ j N „ ' , L SAD _I- __...._._{. _ I I !+ L._.. I ! 3 1 - {.__s- ; _- __,___...--i - - --._ .__._. .._....._.;- ._ -.. -.. -_.... _.. -..._' . -.- ---- ...i..- _ -_._- ■ _— i - - -- i , i 1 1 rfa SUBJEICT e c)3° RFA NO. structural engineers � DATE 1\14 p� SHEET NO. PROJECT CLQ DESIGN rfa structural engineers L h11NY SUBJECT PROJECT CLIENT RFA NO. DATE DESIGN SHEET NO. Rev: 580004 User. KW-0600732, Ver 5.8.0, 1- Dec-2003 _ (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 II temw:Calculations Description !General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 2 -2x12 Full Length Uniform Loads Center Left Cantilever Right Cantilever _ Point Loads Dead Load Live Load ...distance Ibs 1,350.0 Ibs 11.500 ft I Summary 1 Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 930.84 psi Fb 1,398.91 psi !Deflections top of 6' fin vertival DL DL DL 3.000 in 11.250 in Sawn 1.600 Pin -Pin Ibs Ibs 0.000 ft Center Span... pead Load Deflection 0.000 in ...Location 8.000 ft ... Length/Defl 0.0 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.000 in @ Left 0.000 in @ Right 0.000 in #/ft #/ft #/ft Max Stress Ratio 0.665 : 1 Maximum Moment -4.9 k-ft Allowable 7.4 k -ft 0.24 k -ft 0.00 k -ft 0.00 k -ft -4.91 k -ft 7.38 fv 63.44 psi Fv 288.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Ibs Ibs 0.000 ft Span= 8.00ft, Right Cant= 3.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin -Pin at 4.000 ft at 0.000 ft Total Load -0.005 in 4.000 ft 19,776.44 LL LL LL Title : Dsgnr: Description : Scope : Reactions... Left DL Right DL Ibs Ibs 0.000 ft 8.00 ft Lu ft Lu 3.50ft Lu 30.00 #/ft #/ft 30.00 #/ft Ibs Ibs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Job # Date: 5:40PM, 1 MAR 07 6.00 ft 0.00 ft 6.00 ft Ibs Ibs 0.000 ft Beam Design OK 2.1 k 9.7 k @ Left 0.61 k @ Right 1.45 k Camber: @ Left 0.000in @ Center 0.000in @ Right 0.000in 0.00 k 0.00 k Max -0.49 k Max 2.19 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in -0.197 in 0.0 426.7 Ibs Ibs 0.000 ft L16 rfa sUBJE9Ct Z - NO (4T RFA NO. structural engineers DATE L &)(- till SHEET NO. PROJE /` � CLIENT DESIGN rfa e G lo 1 ` RFA NO structural engineers DATE 1, SHEET NO. PROJECT CLIENT DESIGN Description Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Dead Load Live Load ...distance 2x12 Ibs 161.0 lbs 11.500 ft Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 283.40 psi Fb 876.75 psi Deflections top of 2' fin vertival DL DL DL 1.500 in 11.250 in Sawn 1.600 Pin -Pin Ibs Ibs 0.000 ft 0.24 k -ft 0.00 k -ft 0.00 k -ft -0.75 k -ft 2.31 fv Fv Center Span... Dead Load Deflection 0.000 in :..Location 8.000 ft ...Length/Defl 0.0 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.000 in @ Left 0.000 in @ Right 0.000 in #/ft #/ft #/ft 21.19 psi 288.00 psi Ibs Ibs 0.000 ft LL LL LL Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : L R k 580004 User: KW- 0600732, Ver 5.8.0, 1- Dec-2003 (01983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 Mecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined r Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Full Length Uniform Loads Point Loads Ibs Ibs 0.000 ft 8.00 ft ft 3.50ft 30.00 #/ft #/ft 30.00 #/ft Span= 8.00ft, Right Cant= 3.50ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin 0.323 : 1 -0.7 k -ft 2.3 k -ft at 4.000 ft at 0.000 ft Maximum Shear * 1.5 Allowable Shear: 0.00 k 0.00 k Total Load Left Cantilever... -0.010 in Deflection 4.000 ft ...Length /Defl 9,888.22 Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Ibs Ibs 0.000 ft Job # Date: 5:40PM, 1 MAR 07 6.00 ft 0.00 ft 6.00 ft Ibs Ibs 0.000 ft Ibs lbs 0.000 ft Beam Design OK 0.4 k 4.9 k @ Left 0.12 k @ Right 0.26 k Camber: @ Left 0.000in @ Center 0.000 in @ Right 0.000 in Max 0.12 k Max 0.48 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in -0.059 in 0.0 1,424.0 rfa SUBJECT RFA NO. structural engineers DATE N�1JU 2. l DESIGN PROJECT 0 CLIENT SHEET NO. CLIENT N CB rfa SUBJECT structural engineers PROJECT DE SIGN \Ar.4i,(1- ().1) - &vmc Pc-s\b) RFA NO. DATE SHEET NO. 11 3l4" VRPOFF j) SONG & WOG soca criPIKETHIN9 TO RINAK ECtERtOf.WALL DETAIL 1..1t4E. 0 7 . 40441,4 vat- 001Rn ,41*-tt • WM a*, istbf CretWD EiDattlIOR IltILONGPAPER 114r 1:1)4 <1.40K A SSOGIAT.ES • CONSULTING ENGINEERS PROJEG? CLIENT DATE DESIGN SHEET NO. ---r 1/ [ I, ItO• 1 i 1 . 1 • 1 1 . • I a 1 r i —1111118 i i , . il i . —.1.- _, - .,_ ..t. ., 4._ t . „__ -1,----f 16Zifle0 I i i /1,S0 1 ' 1 . lig . i , / 144 ftql- i 1 33 • _ _ ........ - - i. .-- - - - - - - -- - -- - e _ ___ .4___ I _ _ ISA . , __ : Iv/. t2..... a •—_,...,.,... . _ _ i ' ! l 1.40 ; a I . 16 ,Gt „..i',4 T —1 ,, .....•-....0.41 4 [ I I I If 1 I • RASIEW. 1_0 !ME 1 . A -p 14 :l - - . _1 . I. 1 *24\ LI son _1 ! . i _ " -- — -- 011 Il . • —J--1— . .02,, .... Y.: , ..... -"" i _Nor — I 4.1 , . . Ali i I ROBERT. it5M9,, Eeflitikt I . FOSSATTI RFA No A SSOGIAT.ES • CONSULTING ENGINEERS PROJEG? CLIENT DATE DESIGN SHEET NO. Rev: 580004 User. KW-0600732, Ver 5.8.0, 1- Dec -2003 - (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 rt.ecw:Calculations Description Deflections Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever 1 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base ailowables are user defined Section Name 6x12 Beam Width Beam Depth Member Type Full Length Uniform Loads r S Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,119.78 psi Fb 1,552.50 psi Bending Analysis Ck 26.035 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max.-Left Reaction Max. Right Reaction DL DL DL 5.500 in 11.500 in Sawn 1.150 Pin -Pin 360.00 #/ft #/ft #/ft Span= 10.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Center Span... Dead Load Deflection -0.073 in ...Location 5.000 ft ...Length/Defl 1,652.4 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.109 in @ Left 0.000 in @ Right 0.000 in 0.721 : 1 11.3 k -ft 15.7 k -ft 11.31 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 15.68 fv 87.57 psi Fv 195.50 psi 0.000 ft 0.000 Max M 11.31 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.54 k 28.330 in2 195.50 psi Center Span 10.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 Fb Base Allow Fv Allow Fc Allow E at 5.000 ft at 0.000 ft Total -0.183 in 5.000 ft 657.29 LL LL LL Scope : Reactions... Left DL Right DL Title : Dsgnr: Description : 1,350.0 psi 170.0 psi 625.0 psi 1,600.0 ksi 545.00 #/ft #/ft #/ft oad Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 121.229 in3 Area CI 4524.998 Sx x Reo 'd 87.44 in3 0.00 in3 0.00 in3 @ Right Support 5.54 k 28.330 in2 195.50 psi Job # Date: 5:40PM, 1 MAR 07 0.00 ft 0.00 ft 0.00 ft Beam Design OK Maximum Shear * 1.5 5.5 k Allowable 12.4 k Shear: @ Left 4.52 k @ Right 4.52 k Camber: @ Left 0.000 in @ Center 0.109 in @ Right 0.000 in 1.80 k Max 4.52 k 1.80 k Max 4.52 k Stress Calcs 1 63.250 in2 Allowable fb 1,552.50 psi 1,552.50 psi 1,552.50 psi 4.52 k Bearing Length Req'd 1.316 in 4.52 k Bearing Length Req'd 1.316 in Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User. KW-0600732, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 rt.ecw:Calculations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name PrlIm: 5.25x9.25 (sh Beam Width 5.250 in Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads 1 Center Left Cantilever Right Cantilever Summary Span= 9.75ft, Beam Width = 5.250in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,723.68 psi Fb 3,335.00 psi Deflections 1b Bending Analysis Ck 19.860 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 9.250 in Manuf /So.Pine 1.150 Pin -Pin DL DL DL 10.75 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 20.81 fv Fv Center Span... Dead Load Deflection -0.106 in ...Location 4.875 ft ... Length/Defl 1,106.9 Camber ( using 1.6 • D.L. Defl) ... @ Center 0.159 in @Left 0.000 in @ Right 0.000 in 0.000 ft 0.000 Max Moment 10.75 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.61 k 16.827 in2 333.50 psi 4.41 k 4.41 k 360.00 #/ft #/ft #/ft Depth = 9.25in, Ends are Pin -Pin 0.517 : 1 10.8 k -ft 20.8 k -ft at 4.875 ft at 0.000 ft 115.56 psi 333.50 psi Center Span 9.75 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow Fc Allow E Total Load -0.266 in 4.875 ft 440.33 LL LL LL Title : Dsgnr: Description : Scope : Reactions... Left DL Right DL 290.0 psi 650.0 psi 2,000.0 ksi 545.00 #/ft #/ft #/ft 5.6 k 16.2 k @ Left 4.41 k @ Right 4.41 k Camber: @ Left 0.000 in @ Center 0.159 in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 1.75 k 1.75 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl Job # Date: 5:40PM, 1 MAR 07 0.00 ft 0.00 ft 0.00 ft Beam Design OK Max 4.41 k Max 4.41 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs r Sxx 74.867 in3 Area 48.563 in2 CI 4411.873 Sxx Read 38.69 in3 0.00 in3 0.00 in3 @ Right Support 5.61 k 16.827 in2 333.50 psi Allowable fb 3,335.00 psi 3,335.00 psi 3,335.00 psi Bearing Length Req'd 1.293 in Bearing Length Req'd 1.293 in Rev: 580004 User: KW-0600732, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 rt.ecw:Calculations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Full Length Uniform Loads Dead Load Live Load ...distance Summary Deflections Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever 2b PrIIm: 5.25x9.25 (sh 5.250 in 9.250 in Manuf /So.Pine DL DL DL 1.150 Pin -Pin 266.00 #/ft #/ft #/ft LL LL LL Title : Dsgnr. Description : Scope: Center Span 11.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi 317.00 #/ft #/ft #/ft Job # Date: 5:40PM, 1 MAR 07 0.00 ft 0.00 ft 0.00 ft Point Loads 124.0 Ibs lbs lbs Ibs Ibs Ibs Ibs 330.0 lbs lbs Ibs lbs Ibs lbs Ibs 6.830 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Beam Design OK Span= 11.00ft, Beam Width = 5.250in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.471 : 1 Maximum Moment 9.8 k -ft Maximum Shear* 1.5 4.6 k Allowable 20.8 k-ft Allowable 16.2 k Max. Positive Moment 9.79 k -ft at 5.808 ft Shear: @ Left 3.38 k Max. Negative Moment 0.00 k -ft at 11.000 ft @ Right 3.49 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.202 in Max. M allow 20.81 Reactions... @ Right 0.000in fb 1,569.15 psi fv 94.28 psi Left DL 1.51 k Max 3.38 k Fb 3,335.00 psi Fv 333.50 psi Right DL 1.54 k Max 3.49 k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.134 in -0.306 in Deflection 0.000 in 0.000 in ...Location 5.544 ft 5.544 ft ... Length/Defl 0.0 0.0 ...Length/Defl 982.0 431.07 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.202 in ... Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Rev: 580004 User: KW- 0600732, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 itecw:Calculations Description Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity #1 DL @ Left DL @ Right Dead Load Live Load ...distance Deflections 3b General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined I Summary Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • @ Center @ Left @ Right Bending Analysis Ck 19.860 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction PrIIm: 5.25x9.25 (sh 5.250 in 9.250 in Manuf /So.Pine 1,500.0 lbs 1,900.0 lbs 3.330 ft Le Rb 1.150 Pin -Pin Trapezoidal Loads 135.00 #/ft 135.00 #/ft 1,800.0 Ibs 2,700.0 Ibs 7.670 ft 0.517 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 19.60 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 7.02 k 21.040 in2 333.50 psi 4.68 k 4.65 k LL @ Left LL @ Right Ibs Ibs 0.000 ft Title : Dsgnr: Description : Scope : Center Span 12.25 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi Point Loads r Span= 12.25ft, Beam Width = 5.250in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 19.6 k-ft Allowable 20.8 k -ft Max. Positive Moment 19.60 k -ft at 7.644 ft Max. Negative Moment -0.00 k -ft at 12.250 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 20.81 Reactions... fb 3,141.69 psi fv 144.49 psi Left DL 2.20 k Fb 3,335.00 psi Fv 333.50 psi Right DL 2.30 k Sxx Read 70.53 in3 0.00 in3 0.00 in3 @ Right Support 6.80 k 20.383 in2 333.50 psi 25.00 #/ft Start Loc 3.330 ft 25.00 #/ft End Loc 12.250 ft Ibs Ibs Ibs Ibs Ibs Ibs 0.000 ft 0.000 ft 0.000 ft Maximum Shear • 1.5 Allowable Shear: Dead Load Total Load Left Cantilever... -0.344 in -0.729 in Deflection 6.174 ft 6.174 ft ...Length/Defl 426.7 201.74 D.L. Defl) ... Right Cantilever... Deflection ...Length/Defl Bearing Length Req'd 1.371 in Bearing Length Req'd 1.362 in Job # Date: 5:40PM, 1 MAR 07 0.00 ft 0.00 ft 0.00 ft Beam Design OK 7.0 k 16.2 k @ Left 4.68 k @ Right 4.65 k Camber: @ Left 0.000 in @ Center 0.517in @ Right 0.000in Sxx 74.867 in3 Area 48.563 in2 CI 4677.821 Allowable fb 3,335.00 psi 3,335.00 psi 3,335.00 psi Max 4.68 k Max 4.65 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Ibs Ibs 0.000 ft Stress Catcs 1 Ta rfa CAsNaLt° - ��� v -r \r,s1,-) SUBJECT RFA NO. structural engineers DATE 3; I DESIGN SHEET NO. PROJECT CLIENT PAT i 4 t j e I E 2 1 1 1 1 , 1 � I ; I ' [ { 1 1 1 S i r . ; I + I 1 1 i f i -- 1 1 ( i I 1 j ; ! : I ' 1 i ! ! f i f 1 t I I 1 t z. ! ' i I 1 5 IT t I 1 f I 1 I 1 i __ 77 i ; • a t i f f + I i I iz I __ f I 7l" [ 1 ! ' 1 f + i 1 j , V t : t E t J 1 Q ! r f i ' i I ! i i j L .- t _ .` i - E � i y i i I 11 ` I :, i 4 f 1 i 1 rfa CAsNaLt° - ��� v -r \r,s1,-) SUBJECT RFA NO. structural engineers DATE 3; I DESIGN SHEET NO. PROJECT CLIENT PAT rfa 5 � - flc Rep D4) RFA NO. structural engineers DATE DESIGN SHEET NO. PROJECT CLIENT rte 1 ! i 1 ' t 1 ' i ( ! i 1 f` i � l j j j I i ( I , ,. .�i. I ! -1 IL0)0.q1 } .. ... 2 / { I y ,AJ l ` : J t r 41 t ' i + ; 1 i l i i I I i 1 { ( . i I i ; 1 I I ' iD et 141) (7 1 �- 6 I(° 6g (0 , . Icy �_ ; ' l ! i' ! i i + i i F • i I El i 1 _ �s. i t �_ _ i _ _ -�. _ I t 33 [ i j i 3 i 1I3 3 I t f I ' i ' i ' + , ; i i 1 1 ' ■ i i ; J I i I , j j i i ± j t i 1 + 1 I i i i i t i ! i + 1 i i i I, i ! i S 1 ; i • [ i i 1 I i ! 1 1 ;} 1 i 1 i 1 I rfa �� LJ a Al— SUBJECT structural engineers DATE AAa res SHEET NO. PROJECT CLIENT DESIGN RFA NO. TO: David Dorland P.O. Box 20098 Seattle, WA. 98102 WE ARE SENDING YOU: following items: ❑ Shop Drawings ❑ Copy of Letter COPIES TO: City of Tukwila Public Works Department/ 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Phone: (206) 433 -0179 FAX: (206) 431 -3665 LETTER OF TRANSMITTAL ❑ Prints ❑ Plans ❑ Change Order x Other If enclosures are not as noted, please notify us at once. Thank You. DATE: 12/13/2007 ATTN: David SUBJECT: Riverton Terrace Attached ['Under separate cover via the EH ❑ Specifications COPIES 1 DATE 12/13/07 NO. 2 DESCRIPTION Contractor's Material & Testing Certificate for Underground Fireline TH SE ITEMS ARE TRANSMITTED AS CHECKED BELOW: As requested ❑For review ['Approved as submitted ❑ Resubmit approval ❑ For your information ❑For approval ['Approved as noted ❑ Submit ❑ Other ['Returned for correction ❑ Return corrected di EFor Your Use ❑ For Bids due COMMENTS: Please fill out & return. You will need to stamp the signature Thank you. copies for t copies for prints block. 1)U / - Av1 L.- SIGNED: dieg TITLE: Project Inspector Contractor's Material and Test Certificate for Private Fire Service Mains PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally Leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners: and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE PROPERTY ADDRESS PLANS ACCEPTED BY APPROVING AUTHORITIES (NAMES) ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVED IF NO, STATE DEVIATIONS • YES MI NO II YES • NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN O YES • NO HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON PREMISES? IF NO, EXPLAIN • YES • NO LOCATION SUPPLIES BUILDINGS PIPES AND JOINTS PIPE TYPES AND CLASS TYPE JOINT PIPE CONFORMS TO STANDARD II YES II NO FITTINGS CONFORM TO STANDARD IF NO, EXPLAIN • YES IN NO BURIED JOINTS NEEDING ANCHORAGE CLAMPED, STRAPPED, OR BLOCKED ACCORDANCE WITH STANDARD IN 0 YES IN NO IF NO, EXPLAIN TEST DESCRIPTION • FLUSHING: Flow the required rate until water is clear as indicated outlets such as hydrants and blow -offs. Flush at flows not less (2309 L/min) for 5-inch pipe, 880 GPM (3331 Umin) for 6-Inch (9235 Umin) for 10 -Inch pipe, and 3520 GPM (13323 Lhnin) for flow rates, obtain maximum available. HYDROSTATIC: Hydrostatic tests shall be made at not less than by no collection of foreign material in burlap bags at than 390 GPM (1476 Lhnin) for 4-inch pipe, 610 GPM pipe,1560 GPM (5905 L/min) for 8-inch pipe, 2440 GPM 12 -inch pipe. When supply cannot produce stipulated 200 psi (13.8 bars) for two hours or 50 psi (3.4 bars) workmanship Is satisfactory, have little or no leakage at 2 qts. per hr. (1.89 L/h) per 100 jolnts krespectIve of pipe be increased by 1 fl oz per in. valve diameter pet hr. section. 11 dry barrel hydrants are tested with the main 5 oz per minute (150 mUmin) leakage is permitted for above static pressure in excess of 150 psi (10.3 bars) for two hours. LEAKAGE: New pipe laid with rubber gasketed joints shall, If the the joints. The amount of leakage at the joints shall not exceed diameter. The amount of allowable leakage specified above may (30 mL/25 mm/h) for each metal seated valve Isolating the test valve open, so the hydrants are under pressure, an additional each hydrant. FLUSHING TESTS NEW PIPING FLUSHED ACCORDING TO STANDARD • YES • NO BY (COMPANY) IF NO, EXPLAIN HOW FLUSHING FLOW WAS OBTAINED THROUGH WHAT TYPE OPENING II PUBLIC WATER STANK OR RESERVOIR • FIRE PUMP II HYDRANT BUTT • OPEN PIPE LEAD -INS FLUSHED ACCORDING TO STANDARD - YES M NO BY (COMPANY) IF NO, EXPLAIN HOW FLUSHING FLOW WAS OBTAINED THROUGH WHAT TYPE OPENING • PUBLIC WATER • TANK OR RESERVOIR • FIRE PUMP • Y CONN. TO FLANGE I. OPEN PIPE & SPIGOT PRIVATE FIRE SERVICE MAiNS AND THEIR APPURTENANCES Figure A -9 -2.1 Typical contractor's material and test certificate for private fire service mains (continued on next page). 24 -23 1995 Edition 24 -24 B -1 The following documents or portions thereof are refer- enced within this standard for informational purposes only and thus are not considered part of the requirements of this docu- ment. The edition indicated for each reference is the current edition as of the date of the NFPA issuance of this document. B -1.1 NFPA Publications. National Fire Protection Asso- ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA 02269 -9101. NFPA 13, Standard for the Installation of Sprinkler Systems, 1994 edition. NFPA 13E, Guide for Fire Department Operations in Proper- ties Protected by Sprinkler and Standpipe Systems, 1995 edition. NFPA 20, Standard for the Installation of Centrifugal Fire Pumps, 1993 edition. NFPA 22, Standard for Water Tanks for Private Fire Protec- tion, 1993 edition. NFPA 72, National Fire Alarm Code, 1993 edition. NFPA 1962, Standard for the Care, Use, and Service Testing of Fire Hose Including Couplings and Nozzles, 1993 edition. B -1.1.1 The following NFPA publications contain addi- tional information relevant to this standard: NFPA 11, Standard for Low Expansion Foam, 1994 edition. 1995 Edition APPENDIX B Figure A -9 -2.1 Typical contractor's material and test certificate for private fire service mains (continued). Appendix B Referenced Publications NFPA 14, Standard for the Installation of Standpipe and Hose Systems, 1993 edition. NFPA 15, Standard for Water Spray Fixed Systems for Fire Protection, 1990 edition. NFPA 16, Standard for the Installation of Deluge Foam - Water Sprinkler and Foam -Water Spray Systems, 1995 edition. NFPA 1963, Standard for Fire Hose Connections, 1993 edition. B -1.2 ACPA Publication. American Concrete Pipe Asso- ciation, 8320 Old Courthouse Road, Vienna, VA 20005. Concrete Pipe Handbook. B -1.3 ANSI Publication. American National Standards Institute, 11 West 42nd Street, New York, NY 10036. ANSI B16.1, Cast -Iron Pipe Flanges and Flanged Fittings for 25, 125, 250 and 800 lb, 1989. B -1.4 ASTM Publications. American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103. ASTM Al26, Specification for Gray Iron Castings for Valves, Flanges and Pipe Fittings, 1993. ASTM A197, Specification for Cupola Malleable Iron, 1987. ASTM A307, Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength, 1994. HYDROSTATIC TEST ALL NEW PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS BURIED JOINTS COVERED • YES Q NO LEAKAGE TEST TOTAL AMOUNT OF LEAKAGE MEASURED NO LEAKAGE ALLOWED GALS. HOURS FOR VISIBLE JOINTS ALLOWABLE LEAKAGE (BURIED) GALS. _ NO LEAKAGE ALLOWED FOR VISIBLE JOINTS HOURS HYDRANTS NUMBER INSTALLED TYPE AND MAKE ALL OPERATE I SATISFACTORILY IIII YES III NO CONTROL VALVES WATER CONTROL VALVES LEFT WIDE OPEN IF NO, STATE REASON HOSE THREADS OF FIRE DEPARTMENT CONNECTIONS AND HYDRANTS INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM • YES III NO EN YES • NO REMARKS DATE LEFT IN SERVICE ADDITIONAL COMMENTS: NAME OF INSTALLING CONTRACTOR SIGNATURES TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) I TITLE I DATE FOR INSTALLING CONTRACTOR (SIGNED) I TITLE I DATE ADDITIONAL EXPLANATION AND NOTES 24 -24 B -1 The following documents or portions thereof are refer- enced within this standard for informational purposes only and thus are not considered part of the requirements of this docu- ment. The edition indicated for each reference is the current edition as of the date of the NFPA issuance of this document. B -1.1 NFPA Publications. National Fire Protection Asso- ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA 02269 -9101. NFPA 13, Standard for the Installation of Sprinkler Systems, 1994 edition. NFPA 13E, Guide for Fire Department Operations in Proper- ties Protected by Sprinkler and Standpipe Systems, 1995 edition. NFPA 20, Standard for the Installation of Centrifugal Fire Pumps, 1993 edition. NFPA 22, Standard for Water Tanks for Private Fire Protec- tion, 1993 edition. NFPA 72, National Fire Alarm Code, 1993 edition. NFPA 1962, Standard for the Care, Use, and Service Testing of Fire Hose Including Couplings and Nozzles, 1993 edition. B -1.1.1 The following NFPA publications contain addi- tional information relevant to this standard: NFPA 11, Standard for Low Expansion Foam, 1994 edition. 1995 Edition APPENDIX B Figure A -9 -2.1 Typical contractor's material and test certificate for private fire service mains (continued). Appendix B Referenced Publications NFPA 14, Standard for the Installation of Standpipe and Hose Systems, 1993 edition. NFPA 15, Standard for Water Spray Fixed Systems for Fire Protection, 1990 edition. NFPA 16, Standard for the Installation of Deluge Foam - Water Sprinkler and Foam -Water Spray Systems, 1995 edition. NFPA 1963, Standard for Fire Hose Connections, 1993 edition. B -1.2 ACPA Publication. American Concrete Pipe Asso- ciation, 8320 Old Courthouse Road, Vienna, VA 20005. Concrete Pipe Handbook. B -1.3 ANSI Publication. American National Standards Institute, 11 West 42nd Street, New York, NY 10036. ANSI B16.1, Cast -Iron Pipe Flanges and Flanged Fittings for 25, 125, 250 and 800 lb, 1989. B -1.4 ASTM Publications. American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103. ASTM Al26, Specification for Gray Iron Castings for Valves, Flanges and Pipe Fittings, 1993. ASTM A197, Specification for Cupola Malleable Iron, 1987. ASTM A307, Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength, 1994. P.O. BOX 20098 Seattle, WA. 98102 206 - 282 -4200 FAX 206 - 764 -3848 To: City of Tukwila Public Works From: DAVID DORLAND Attn: Greg Fax 43(-5&("<- Phone: Orate: 12/13/2007 Re: Riverton Terrace CC: 0 Urgent 0 For Review 0 Please Comment X Please Reply 0 please Recycle • Comments: Greg. Please find attached the NFP licenses and the inspection sheet If you have any questions please give me a call. Thanks David Doriand Iliad Inc. Pages: 3 ILIAD INC. Ai S. ob , 60 7, ow___ Washington State . Patrol . . • . Fire ,Protection Bureau. • Office .:of theState Fire.Marshal . "5000 •: Curb •• Ar:+ce$s• sidewalk re7D2 11,1 �, 1 urge Channellzation st •' • Mill r4 5020'= Fire Ioo • - �� Monitor ;6001,1 = Flood Zone Control `fo41l28'. St • Ma on Level 2 moke Dampers 46 u0: 040eF Land elteri a 48 +,. 00v : " 4'50'1: <. Heuli •, mavi ! oversized bad MINIM PIUmbin� Final 6060471 : • -ca• _ 'cation 2000 •Gas Piping Final • • ,..' 7, Senna side sewer oow>:iz� NI` at 1 x.011' r; Elecirlcal Final BuliOl • Final 01/ r A=1 6090 -I , ei Yl$1 :00':.ti:"; • i 4111M4' Sewer main extension 11111111 Storm drains • - Street use Water mein extension Water meter. - exam• meter- • etient La TWMFIVEMIN 11111111 C �WAIIII i , z; "w SUM . � a� 4A w. , R 1 $ . • 0 i . �WW�ete l'l'�: ta i uiaH' ga l -ia• •}.iliiU` Public Works • rs•inr3 • action • 6 ,70 AI Backflow - irri, ation ?51:e0. ? ,'l Backflaw - ere 1111.111110EM M _ fl 52UOP° 4521 ,,, Bockflow - water Erotism measures - Instep Erosion measures - final stabilization i'y7 MM. INIMIN « k r • _11111111 7 Grease tnterce • or Pavin r • , vernent restoration K,TE '��r • IIIIIdIIIII 111111111111:525a ••: Illumination W W f. RIR it • 000 ._T, d 60Q - :•; . 46o!tORPA 1 6O O $ • rinklora •`• S • iinkler Cover Flat Alan, Hood and Duct Harlon .. .. - , sz. Sffir l =_ ''•rimer � E702:1EIVA Planni r. Final r4 SI - Masonry Level 1 -'. Mb ,x;46040 °. ;= -. :451350,..', Monitor S !. n Final `fo41l28'. St • Ma on Level 2 moke Dampers 46 u0: Public Works Final 7 f t. / MA ' OQas'^Z SI Concrete Planni r. Final 4022;x; ;;;. SI - Masonry Level 1 1�' Y'. •y S !. n Final `fo41l28'. St • Ma on Level 2 46 u0: Public Works Final 7 f t. / WAIN 0.. ' NI _ $0011* Fire Final Planni r. Final 1�' Y'. •y S !. n Final 46 u0: Public Works Final 7 f t. / 48 +,. 00v : " Mecn3nical Final PIUmbin� Final 2000 •Gas Piping Final oow>:iz� NI` at 1 x.011' r; Elecirlcal Final BuliOl • Final 1. LI iNJ, LVV / VV. JV LVV OCT -17 -2007 01:48 From: �tV Q 'ux �a INSPECTION RECORD • Eullding sod Planning inspection Rectum L6u- 206.431.2451 Fhc.Ocparnncnt Inspection.Rcquest Line - 206.575.4407 Public works Insi,eeu Keg .017 on ncet Line -206- 4334 GAS PIPING INSPECTIONS Si C]AL INSPECTIONS - NOTIFY CITY 24 MRS PRIOR TO COMMENCING' PU13LPC WORKS INSPECTIONS INSP PLANNING INSPECTIONS Lands= Pt rkln 220,...,,I/ ScrealMna FIN L. INSPECTIONS fire u eo of Speci inspections MOtOd above. To:2067643848 Pa9e:1'1 'ALL REQUIRED FINAL INSPECTIONS MUST BE APPR01lED PRIOR TO SCHEDULING A FINAL INSPECTION (1700) By BUILDING DIVISION, H:■Pamlta P1u:VCC Chnntaxtlrapaction Card (44007)"dnc bh CO1.iE8 13ATE NO. DESCRIPTION 1 12/13/07 2 Contractor Material 8c. Testi..it Certificate for Underground 81i-cline MEMORY TRANSMISSION REPORT FILE NO. 788 DATE : 12.13 12:31 TO : F19* -2067643848 DOCUMENT PAGES 3 START TIME : 12.13 12:31 END TIME : 12.13 12:33 PAGES SENT 3 STATUS : OK TO: 1DavId Dorland P.O. Box 20098 Seattle, W. 98102 * ** SUCCESSFUL TX NOTICE COPIES TO: O Prints O Plans O Change Order x Other TIME :12- 13 -'07 12:33 FAX NO.1 :2064313665 NAME :publicworks /dcd * ** City cif Tu kwiia Public Works Department/ 6300 Soutl Blvd., Suite 100 Tukwila, WA 98188 Phone: (206) 4-33-0179 FAX: (206) 431 -3665 LETTER OF TRANSMITTAL DATE: 12/13/2007 ATTN: David If sna /osures are not as noted, please notify us at once. thank You. SUBJECT: Riverton Terrace WE ARE BENDING YOU: Attached OUndar separate cover vie the following items: O Shop Drawings O Copy of Lotter I Samples D Specifications 1 THg $E ITEMS ARE TRANSMITTED AS CHECKED BELOW: A requested OFor review DApproved as submitted O Resubmit copies for approval O For your information Far al OApproved as noted D Submit copies for dl VD trlbutlon O Other OReturned for correction O Return corrected prints For Your Use D For Bids due COMMENTS: Please fill out 8. return. You will need to stamp the signatures block. Thank you. SIGNED: TITLE: Protect Inspector City of Tukwila June 11, 2007 Sincerely, rfta' structural engineers RE: Riverton Terrace Stamped letter in lieu of Stamped Drawings Hello City of Tukwila, Please consider this letter as certification that the Riverton Terrace drawings dated March 5, 2007 are indeed from our office, and were met to be submitted for permit approval. The drawings included in the set are Sheets S1.1, S2.1, S2.2, S2.3, S2.4, S2.5, S2.6, S3.1, 83.2 and S3.3. RFA Structural Engineers, Inc. Michael N. Chamberlain, P.E., S.E. Project Manager/Engineer 2013 — 4 avenue telephone: (206) 615 -9700 suite 202 fax: (206) 615 -7737 Seattle, wasbington 98121 web site: www.rfaengineers.com RECENED CITY OFT1 W LA JUN 12 MI PERNAT CENT U;PIRES 9/17/ 0 7 FILE COPY PO4 -01-w2. Board of Commissioners: PETER ORSER, Chair NANCY HOLLAND- YOUNG, Vice Chair DOLORES BROWN DOREEN CATO DEBRA S. COATES Executive Director: STEPHEN J. NORMAN May 2, 2007 City of Tukwila Attn: Joanna Spencer 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Ref: Permit D07 -072 Dear Ms. Spencer, I am writing in regard to the letter from the City of Tukwila dated March 22, 2007 to the King County Housing Authority for the referenced permit application. Item 4 requires a bond or other form of financial guarantee in the amount of 150% of the cost of the construction in the right -of -way. As we have previously discussed, I am requesting that this requirement be waived as the King County Housing Authority is a municipal agency in King County and will take responsibility for the proper construction within the right -of -way. Under the conditions of the contract with the General Contractor, five percent (5 %) of the entire project cost is retained by King County Housing Authority to ensure that all work is completed in accordance with all contract, municipal, and permit requirements. If there are any corrections required by the city, the General Contractor is responsible for the necessary work. If the General Contractor does not make the corrections, the King County Housing Authority has the ability to have the deficien- cies corrected at the General Contractor's expense. Thank you for considering this request. ectfully, eve Jeff King County Housing Authority Project Manager (206) 574 -1214 KING COUNTY HOUSING AUTHORITY 625 ANDOVER PARK W, STE 107• SEATTLE, WASHINGTON 98188 - PHONE (206) 574 -1100 • FAX (206) 574 -1104 EQUAL HOUSING OPPORTUNITY CITYOF�KWIlA MAY 0 S 2007 PERMITCENTER CORRECTION LTR# F' Riverton Terrace Cost Proposal for Work in Right -Of -Way WG Clark Construction Right -of -Way Riverton Terrace Locate Existing Storm drain Lines New 4" Water Service import/backfill compact at trench Asphalt restoration Tap to Main In street Fittings and thrust blocks P.I.V. Pumper Connection Estimated Cost for ROW Work 2,500.00Is 500.00If 75.00 cy 110.00cy 15,000.00 ea 500.00ea 2,500.00 ea 1,000.00 ea 1 $ 2,500 79 $39,500 2 $ 150 1 $ 110 1 $15,000 4 $ 2,000 1 $ 2,500 1 $ 1,000 $62,760 CORRECTION CITY OF PF Ob 2001 �� ow 014, iiNUTCFSITFA gpiR t itian o•r•b architects 1 May 2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Re: Application # D07 -072, Riverton Terrace Apartments, Correction Letter #1 To Whom It May Concem: Please see the following responses to the Plan Review comments regarding the Riverton Terrace Apartments Life Safety Improvements. 1. See the Water Availability Letter attached. 2. See the contractor estimate for work inside the ROW and on the property as prepared by W.G. Clark contractors. 3. Since we do not have a construction contract in place at this time, we have added a note on Drawing C1.0 requiring the contractor to have a City of Tukwila business license when working in the ROW. 4. KCHA is requesting that this requirement be waived. 5. Since we do not have a construction contract in place at this time, we have added a note on Drawing C1.0 requiring the contractor to list the City of Tukwila as additionally insured. 6. We have added a note on Drawings C1.0 that the contractor provide a traffic control plan per MUTCD. 7. See the Hold Harmless Agreement for right -of -way work. 8. Sheets C2.0 and C3.0: a. Building H is labeled. b. We are no longer proposing to add a water meter. c. N/A 9. Sheet C2.0: The section of new sidewalk is labeled as new to match the existing sidewalk. 10. Sheet C3.0 a. A new catch basin structure has been added. b. N/A 11. Sheet C4.0 a. Trench Bedding and Backfill Detail WS -18 with Pavement Restoration Detail RS -3 added. 12. Sheet M4.0 a. The pressure- reducing valve has been relocated to upstream of the backflow prevention. b. The size, make and model number of the proposed backflow prevention and pressure reducing valve have been indicated on the revised domestic water header detail. Catalog cut sheets have been included. The contractor will have ability to alter the make and V ski KCHA Riverton Terrace 1 May 2007 model, but will still be required to comply with the State approved list per specification section 15120, 2.09. 13. Sheet FP3.1 a. Due to the fire sprinkling being bidder design, it is up to the fire protection sprinkler system contractor to select the backflow preventer they want to use. However, the device is required to be listed on the State of Washington Approval list per specification 15330, 2.05. Regards, ff E Anderson, AIA Pri ncipal r March 30, 2007 Steve Jefteris 625 Andover Pk W. #107 Tukwila WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -072 Riverton Terrace Apartments — 14410 41 Av S Dear Mr. Jefferis, City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Public Works Department. At this time the Building, Fire. and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throuj h the mail or by a messenxer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, 1 14 - V Jennifer Marshall t Technician end File No, D07-072 P:'Jenniier:Correction L.etters20(7`r)o7 -072 Correction I_tr # .DOC jem Steven M. Mullet, Mayor 6300 S'outhcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206- 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: March 22, 2007 PROJECT: Riverton Terrace Apartments Tenant Improvement 14410 41 Ave S REVIEW #: 1 PERMIT NO: D07 -072 PLAN REVIEW: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit a copy of water availability letter from Water District #125 (form attached). 2) Submit a copy of contractor estimate or engineer estimate for work inside the right -of -way and site work on private property. Please include the cost of installation of fire protection DDCVA inside the building. 3) Contractor performing work inside the City of Tukwila right -of -way shall obtain a Tukwila Business License from the Tukwila City Clerk's office at (206)433 -1854. 4) Submit a bond or other form of financial guarantee in the amount of 150%% of cost of construction in the right -of -way. 5) Submit an insurance certificate naming the City of Tukwila as additional insured. 6) Submit a traffic control plan per MUTCD. 7) Please execute the attached Hold Harmless Agreement for right -of -way work. 8) Sheets C2.0 and C3.0 a) Label Building H. b) Proposed water meter shall be located on the back of the sidewalk (outside the sidewalk pavement). c) Label size of proposed water meter. 9) Sheet C2.0 Is portion of sidewalk along South 144 Street proposed as new? If yes, please label new sidewalk. Refer to City of Tukwila Sidewalk Detail and show approximate length of new sidewalk. Public Works Comments D07 -072 Page 2 March 22, 2007 10) Sheet C3.0 a) A catch basin structure is required at new storm drainage pipe connection at SE building corner. b) A City of Tukwila plumbing permit is required for water service installation downstream of the new water meter. Please contact Tukwila Permit Center at (206)433 -7165. 11) Sheet C4.0 a) Use City of Tukwila Trench Bedding and Backfill Detail WS -18 and Pavement Restoration Detail RS -3. 12) Sheet M4.0 Domestic Water Header Detail (lower right) a) Public Works recommends the Pressure Reducing Valve (PRV) to be installed upstream of the new Reduced Pressure Principle Assembly (RPPA) b) Provide size, make and model number of proposed RPPA and PRV and submit cut sheets for subject devices. 13) Sheet FP3.1 Riser Detail Equipment List, Item 2 a) Provide manufacturer's name and model number of proposed DDCVA. P:Joanna /Comments 1 D07 -072 r . , j l`..t orb architects 14410 41s Avenue South Tukwila, WA 98168 Parcel No. 0040000205 Building Code Notes Project 2628 Riverton Terrace Applicable Codes: 2003 International Building Code; with Washington amendments 2003 International Mechanical Code; with Washington amendments 2003 International Fire Code; with Washington amendments 2003 Uniform Plumbing Code; with Washington amendments 2001 Washington State Energy Code Use /Occupancy: R -2 (existing) Construction: V -A (fire sprinklers) Area: approx. 18,600 SF (existing) Height: 3 stories (existing) Chapter 3 Use and occupancy classification 310 Residential: R -2 Chapter 5 General Building Heights & Areas 503 Allowable Building Area per Table 503: 3 stories; 12,000 SF 3 x 12,000 = 36,000 (No area or height increase is required.) Chapter 6 Types of Construction *Note: No change to the existing structure is proposed. 600 Per Table 601 - Fire - resistance rating requirements for building elements - Type V -A structural frame =1 hours bearing walls (Exterior/Interior) = 1/0 hours non - bearing walls & partitions, exterior = see below non - bearing walls & partitions, interior = 0 hours floor construction = 0 hours roof construction = 0 hours Footnote d: An approved automatic fire sprinkler system shall be allowed to substitute for 1 -hour fire - resistance -rated construction, provided such system is not required by other provisions of the code or used for an allowable area increase or allowable height increase. The 1 -hr substitution for the fire resistance of exterior walls shall not be permitted. c�OFTuKw MAR 06 2007 PE RMITCENTER Po+ 01-2- Page 1 of 8 Per Table 602 - Fire - resistance rating requirements for exterior walls based on separation distance z1 <30, Type V -A =1 hours z30, all = 0 hours Chapter 7 Fire - resistance -rated construction 707.2 Shaft Enclosures required Exception #3: A shaft enclosure is not required for penetrations by pipe, tube, conduit, wire, and vents protected in accordance with 712.4. Exception #4: A shaft enclosure is not required for penetrations by ducts protected in accordance with 712.4. 707.14 Elevator shafts Elevator Lobby, Exception #4: In other than Group 1 -3, and buildings more than 4- stories above the lowest level of fire department vehicle access, lobby separation is not required where the building, including the lobby, is protected by an automatic fire sprinkler system installed throughout. 708 Fire Partitions The following wall assemblies shall comply with this section: 1. Walls separating dwelling units in the same building. 4. Corridor walls as required by Section 1016.1 708.3 Fire - resistance rating - walls shall be at least 1 -hour Exception #1: Corridor walls permitted by Table 1016.1. 712 Penetrations All penetrations (plumbing & mechanical) for fire resistive wall or ceiling construction shall comply with this section. 712.3.3 Ducts and air transfer openings: Penetrations of fire - resistance -rated walls by ducts and air transfer openings that are not protected with fire dampers shall comply with this section. 712.4 Horizontal Assemblies Penetrations of a floor, floor /ceiling assembly or the ceiling membrane of a roof /ceiling assembly shall be protected in accordance with Section 707. Penetrations permitted by Exceptions 3 & 4 of Section 707.2 shall comply with Section 712.4.1 through 712.4.4 715 Opening Protectives Table 715.3 - Fire Door and Fire Shutter Protection Ratings Fire Barriers having a required fire- resistance rating of 1 -hour (see 1019): Shafts, exit enclosures and exit passageway walls =1 hour min. fire door & fire shutter rating Other fire barriers = 3 /4 hour minimum fire door & fire shutter rating Fire Partitions: Corridor walls with a required assembly rating of 0.5 hours (see 1016) = 1/3 hour min. fire door & fire shutter rating Exterior Walls: Required assembly rating of 1 hour = 3 /a hour minimum fire door & fire shutter rating 716.5.4 Fire Partitions - duct penetrations shall be protected with approved fire dampers. Exception #1: The partitions are tenant separation and corridor walls in building equipped throughout with an automatic sprinkler system and the duct is protected as a through penetration in accordance with Section 712. Page 2 of 8 Corridors: Smoke dampers Exception #1: Smoke dampers are not required where the building is equipped throughout with an approved smoke control system in accordance with Section 909, and smoke dampers are not required as part of the system. Chapter 8 Interior Finishes Interior finishes shall comply with IBC Chapter 8 Chapter 9 Fire Protection Systems 903.3.1.1 NFPA 13 -R sprinkler systems. 907.2.9 Fire Alarm and Detection Systems - Group R -2 A manual fire alarm system shall be installed where the building contains more than 16 dwelling units or sleeping units. Exceptions: Fire alarm boxes are not required throughout the building when the following conditions are met: 2.1 - The building is equipped throughout with an automatic fire sprinkler system 2.2 - Notification appliances will activate upon sprinkler flow. 2.3 - At least one manual fire alarm box is installed at an approved location. 907.2.10 Single & Multi- station smoke alarms - Group R -2 Smoke alarms shall be installed and maintained in group R -2 regardless of occupant load at the following locations: 1. On the ceiling or wall outside each separate sleeping area in the immediate vicinity of bedrooms. 2. In each room used for sleeping purposes. 3. In each story with a dwelling unit, but not including uninhabitable attics. 907.9.1 Alarm Notification Appliances - Visible Alarms Public and common areas: Visible alarms notification appliances shall be provided in public areas and common areas. Group R -2: Dwelling units and sleeping units shall be provided with the capacity to support visible alarm notification appliances. Chapter 10 Means of Egress 1004 Occupant Load Table 1004.1.2 - Residential = 200 gross square feet per occupant. 1s floor gross SF = 6,286 / 200 = 31 occ. 2" floor gross SF = 6,499 / 200 = 32 occ. 3rd floor gross SF = 6,255 / 200 = 31 occ. Total gross SF = 19,040 SF / 200 = 95 occupants 1004.4 Exiting from multiple levels Where exits serve more than one floor, only the occupant load of each floor considered individually shall be used for computing the required capacity of the exits at that floor. 1005 Egress Width Stairways with sprinkler systems: 32 occ. x 0.2 = 6.4" Other egress components: 32 occ. x .15 = 4.8" Page 3 of 8 1007.3 Accessible Means of Egress - Enclosed exit stairways An enclosed exit stairway, to be considered part of an accessible means of egress, shall have a clear width of 48" min. between handrails and shall either incorporate an area of refuge within an enlarged floor -level landing or a horizontal exit. Exception #3: The clear width of 48" between handrails and the area of refuge is not required at exit stairways in buildings equipped throughout with an automatic fire sprinkler system. 1008.1 Doors Size of doors: The minimum width of each door opening shall be sufficient for the occupant load thereof and shall provide a clear width of not less than 32" Exception #1: The minimum and maximum width shall not apply to door openings that are not part of the required means of egress in occupancies in Group R -2. Exception #7: Interior egress doors within a dwelling unit or sleeping unit which is not required to be adaptable or accessible. Exception #8: Door openings required to be accessible within Type B dwelling units shall have a minimum clear width of 31 - ". Door Operations Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. Hardware: Door handles, pulls, latches and other operating devices on doors required to be accessible by Chapter 11 shall not require tight grasping, tight pinching, or twisting of the wrist to operate. Hardware height: Door handles, pulls, latches and other operating devices shall be installed 34" minimum and 48" maximum above the finished floor. 1009.1 Stairways and Handrails - Width: The width of stairways shall be determined as specified in Section 1005.1 but shall not be less than 44 " . * Existing stairs = 44" wide 1009.4 Stairway Landings: There shall be a landing at the top and bottom of each stairway. The width of the landings shall not be less than the width of the stairways they serve. Every landing shall have a min. dimension measured in the direction of travel equal to the width of the stairway. 1009.11 Handrails Stairways shall have handrails on each side. Handrails at stairs will be upgraded to meet code. Height: Handrail height, measured above stair tread nosings, or finished surface of ram slope, shall be uniform, not less than 34" and not more than 38 ". Handrail graspability: Handrails with a circular cross section shall have an outside diameter of at least 1.25" and not greater than 2" or shall provide equivalent graspability. Continuity: Handrail - gripping surfaces shall be continuous without interruption. Page 4 of 8 Handrail Extensions: Handrails shall retum to a wall guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12" beyond the top riser and continue to slope for the depth on one tread beyond the bottom riser. Clearance: Clear space between the handrail and a wall or other surface shall be a minimum on 1.5 ". Stairway Projections: Projections into the required width at each handrail shall not exceed 4.5" at or below the handrail height. 1011 Exit Signs Where required: 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' from the nearest visible exit sign. Exception #1: Exit signs are not required in rooms or areas which require only one exit or exit access. Exception #2: Main Exterior exit doors or gates which obviously and clearly are identifiable as exits need not have exit signs where approved by the building official. Exception #3: Exit signs are not required in individual steeping units or dwelling units in Group R -2. Tactile Exit Signs: A tactile sign stating EXIT and complying with ICC A117.1 shall be provided adjacent to each door to an egress stairway, and exit passageway and the exit discharge. 1012 Guards Guards shall be located along the open -sided walking surfaces, stairways, ramps and landings which are located more than 30" above the floor or grade below. Height: Guards shall form a protective barrier not less than 42" high, measured vertically above the leading edge of the tread, adjacent walking surface or adjacent seatboard. Opening Limitations: Open guards shall have balusters or omamental patterns such that a 4" diameter sphere cannot pass through and opening up to a height of 34 ". From a height of 34" to 42" above the adjacent walking surface, a sphere 8" in diameter shall not pass. 1014 Exit and Exit Access Doorways Two exits or exit access doorways from any space shall be provided where one of the following conditions exist: 1. The occupant Toad on the space exceeds the values in Table 1014.1 Table 1014.1 - Occupancy R = maximum occupancy load of 10 Occupancy Load = 200 gross square feet per occupant. 200(10) = 2,000 sf All spaces less than 2,000 square feet require only 1 exit 1016 Corridors Table 1016.1 - R Occupancy (Occupancy > 10) required fire - resistance rating with sprinkler system = 0.5 hours Page 5 of 8 1016.4 Air movement in corridors Exception #1: Use of a corridor as a source of makeup air for exhaust systems in a room that opens directly onto such corridors shall be permitted provided that each such corridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. 1018 Number of Exits and Continuity All rooms and spaces within each story shall be provided with and have access to the minimum number of approved independent exits as required by Table 1018.1 base on the occupancy load, except as modified in Section 1014.1 Table 1018.1 - Occupant load of 1 -500 = 2 exits* (See 1014.1) 1019 Vertical Exit Enclosures Interior exit stairways shall be enclosed with fire barriers. Exit Enclosures shall have a fire- resistive rating of not less than 1 hour where connecting less than 4 stories. Openings and Penetrations: Exit enclosure opening protectives shall be in accordance with the requirements of Section 715 Penetrations: Penetrations into and openings through an exit enclosure are prohibited, except for required exit doors, equipment and ductwork necessary for independent pressurization, sprinkler piping, standpipes, electrical raceway for fire department communication and electrical raceway serving the exit enclosure and terminating at a steel box not exceeding 16 square inches. 1025 Emergency Escape and Rescue In addition to the means of egress required by this chapter, provisions shall be made for emergency escape and rescue in Group R occupancies. Exception #1: In other than Group R -3 occupancies, buildings equipped throughout with an approved automatic sprinkler system. Chapter 11 Accessibility 1103 Scoping Requirements Limited Access Spaces: Nonoccupiable spaces accessed only by ladders, catwalks, crawlspaces, freight elevators or very narrow passageways are not required to be accessible. Equipment Spaces: Spaces frequented only by personnel for maintenance, repair or monitoring of equipment are not required to be accessible. 1104 Accessible Route Site Arrival Points: Accessible routes within the site shall be provided from public transportation stops, accessible parking and accessible passenger loading zones and public streets or sidewalks to the accessible building entrance served. 1105 Accessible Entrances At least 50% of all public entrances shall be accessible. Tenant spaces, dwelling units and sleeping units: At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. Page 6 of 8 1106 Parking and Passenger Loading Facilities. Table 1106.1 1109 Other Features and Facilities One accessible parking spaces required if 1 -25 spaces provided * Currently 6 spaces are provided, 4 of which will be renovated. Van Spaces: Provide one van parking space (can be one of the required per Table 1106.1) 1107 Dwelling Units and Sleeping Units Accessible Spaces: Rooms and spaces available to the general public or available for use by the residents and serving Accessible units, Type A or Type B units shall be accessible. Accessible spaces shall include toilet rooms, kitchen, living and dining areas. 1107.6 Group R Occupancies in Group R shall be provided with accessible features in accordance with sections 1107.6.1 through 1107.6.4. 1107.2.2 Group R -2 Type A units: * There are no proposed changes to the existing units that would meet this requirement.. Type B units: Where there are four or more dwelling units or sleeping units intended to be occupied as a residence in a single structure, every dwelling unit and sleeping unit intended to be occupied shall be a Type B unit. 1109.2 Toilet and Bathing Facilities: Toilet rooms shall be accessible. Exception #2: This section is not applicable to toilet and bathing facilities that serve dwelling units or sleeping units that are not required to be accessible per Section 1107. * There will be no change to the existing public restroom facilities. 1109.4 Kitchens and Kitchenettes Where kitchens and kitchenettes are provided in accessible spaces or rooms, they shall be accessible. 1109.6 Elevators Passenger elevators on an accessible route shall be accessible. Comply with Chapter 296 -96 of the Washington Administrative Code. * No changes to the existing elevator are proposed. 1110 Signage Required accessible elements shall be identified by the International Symbol of Accessibility at the following locations: 1. Accessible parking spaces required by Section 1106.1 2. Accessible Passenger loading Zones 3. Unisex toilet and bathing rooms. Page 7 of 8 Chapter 29 Plumbing Systems Table 2902.1 Chapter 12 Interior Environment 1203 Ventilation Buildings shall be provided with natural ventilation in accordance with Section 1203.4 Or Mechanical Ventilation in accordance with the International Mechanical Code. (Mechanical under separate permit) R -2 Occupancy - Apartment House: shall have the following minimum number of required plumbing fixtures: Water Closets = 1 per dwelling unit Lavatories = 1 per dwelling unit Bathtubs/Showers = 1 per dwelling unit Kitchen sink = 1 per dwelling unit Clothes Washer = 1 automatic clothes washer connection per 20 dwelling units. Page 8 of 8 Complete Comments: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -072 DATE: 05 -09 -07 PROJECT NAME: RIVERTON TERRACE APARTMENTS SITE ADDRESS: 11410 41 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public W orks Structural cF pwc. (,- �o1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: El DATE: DATE: Planning Division No further Review Required ❑ Permit Coordinator ❑ DUE DATE: 05-10-07 Not Applicable ❑ C DUE DATE: 06-07-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: � kw 5-7.0-01 Buildlrg Division TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documems/routing slip.doc 2.28-02 �., PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -072 DATE: 03 -06 -07 PROJECT NAME: ► 1 _ - favace- , 6144- l,fihtS SITE ADDRESS: 14410 41 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Publi Wprks Structural �� � •23.01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved with Conditions ❑ L 3 • Z•o� Fire Prevention Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: � P r✓ P •Z2 a anning (vision ❑ Permit Coordinator ❑ DUE DATE: 03-08-07 No further Review Required DATE: DUE DATE: 04-05-07 Not Approved (attach comments) d DATE: Not Applicable C City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' - ' / / 2007 Plan Check/Permit Number: D07-072 ❑ 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: Riverton Terrace Apartments Project Address: 14410 41 Av S Contact Person: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ' ision �,► 41 0. I !.. ♦ Received at the City of Tukwila Permit Center by: Entered in Permits Plus on C61 CPI 1 A 'applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: ' �. Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF Tum MAY 0 9 2007 PERM", CENTER. Phone Number: 24b w PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: March 22, 2007 PROJECT: Riverton Terrace Apartments Tenant Improvement 14410 41 Ave S REVIEW #: 1 PERMIT NO: D07 -072 PLAN REVIEW: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit a copy of water availability letter from Water District #125 (form attached). 2) Submit a copy of contractor estimate or engineer estimate for work inside the right -of -way and site work on private property. Please include the cost of installation of fire protection DDCVA inside the building. 3) Contractor performing work inside the City of Tukwila right -of -way shall obtain a Tukwila Business License from the Tukwila City Clerk's office at (206)433 -1854. 4) Submit a bond or other form of financial guarantee in the amount of 150% of cost of construction in the right -of -way. 5) Submit an insurance certificate naming the City of Tukwila as additional insured. 6) Submit a traffic control plan per MUTCD. 7) Please execute the attached Hold Harmless Agreement for right -of -way work. 8) Sheets C2.0 and C3.0 a) Label Building H. b) Proposed water meter shall be located on the back of the sidewalk (outside the sidewalk pavement). c) Label size of proposed water meter. 9) Sheet C2.0 Is portion of sidewalk along South 144 Street proposed as new? If yes, please label new sidewalk. Refer to City of Tukwila Sidewalk Detail and show approximate length of new sidewalk. Public Works Comments D07 -072 Page 2 March 22, 2007 P:Joanna /Comments 1 D07 -072 10) Sheet C3.0 a) A catch basin structure is required at new storm drainage pipe connection at SE building corner. b) A City of Tukwila plumbing permit is required for water service installation downstream of the new water meter. Please contact Tukwila Permit Center at (206)433 -7165. 11) Sheet C4.0 a) Use City of Tukwila Trench Bedding and Backfill Detail WS -18 and Pavement Restoration Detail RS -3. 12) Sheet M4.0 Domestic Water Header Detail (lower right) a) Public Works recommends the Pressure Reducing Valve (PRV) to be installed upstream of the new Reduced Pressure Principle Assembly (RPPA) b) Provide size, make and model number of proposed RPPA and PRV and submit cut sheets for subject devices. 13) Sheet FP3.1 Riser Detail Equipment List, Item 2 a) Provide manufacturer's name and model number of proposed DDCVA. Reference Number(s) of Related Document(s): Permit D07 -072 Grantor /Borrower: King COUNTY HOUSING AUTHORITY, a municipal corporation of King County, Washington Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Riverton Terrace Apartments located at 14440 41s Ave. S., Tukwila, WA 98168 Abbreviated Work Description: NOW, THEREFORE, the parties agree as follows: Indemnification and Hold Harmless and Permit Temporary in Nature Install a new water main for fire sprinkler from the street to the building. The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attomey's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page 1 of 4 PERMANENT FILE COPY DATED this Y f day of May, 2007 GRANTOR: King County Housing Authority, a municipal •,rporation. By: Print Na ► e: Stephen J. Norman Its: Executive Director STATE OF WASHINGTON COUNTY OF KING On this day of May, 2007, before me a Notary Public in and for the State of Washington, personally appeared Stephen J. Norman, to me known to be the Executive Director of the King County Housing Authority, a municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. al) Notary Public Moto of Washtnglon MARIANNE E EVERETT My AppO ntmertt Expires May 26, 2009 ss. My commission expires: Page 2 of 4 ame: if-4"//,//t .( OTARY PUBLIC, in and for the State of ashington, residing ail. 9 DATED this day of 44 ft'1 , 200_7 GRANTEE: By: Print Name: Its: STATE OF WASHINGTON COUNTY OF KING CITY of TUKWILA d etstctik.u. James Morrow Public Works Director On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. D 1; o tOT ARY (seal) s : 0 PUBLIC . 1:,),%. 6 16 .p$. '4 �� F WASN % %% u eGGe, a. Ata,ry Name: Alice, A. Deacy NOTARY PUBLIC, in and for the State of Washington, residing at Renton Page 3 of 4 My commission expires: t /6 °08 0 90220 11 1 t I CP 11 ' 1 II 1 11 11 . . 1 1 . i l . . , 2{1— SSIM DIV • 81 E 6" OCHC.; (H)::281.11 ;5" COW; (0-T IL 8" COI' (S)r. ! .61 IU 1 5" CCIsIC (V; 281. 21 • CURB , ‘.7J • — 11:4.110,,a4 f... )09,71,1131 . 7 .S.M . 79.1 , 31.11,,filY,T,MM f t SOUTH 144TH STREET 4 --+ OF. I vC.Vd.t. ' •- YE.1.(.0N 1.4 kt41_ silr:E.R WALK t487'34' 34"W 7 1 : 1 -- — _ , , •1:117:74 ASP h»1 J, - - - CE1 Rik! ELEV.= 288 .11 1;;• 18" —2.0 CONC.' (11). 10"03)?? 1.4.1ABLE: FO RE0:17:5.iED soia Rik! ELL' 20" rJJNC ( 3" ■ krsi5. \' \ ( / • • WIZ CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 - 431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Site address (attach map and legal description showing hydrant. location and size of main): ►� S .4 i.97: - , , 1-r ?r. - 2 /4l )4)115 NONA, .1k/Kf A tilr!.V tlr Address: L f Lf1 5 , I tq f# $ P.t1 Phone: 20 5 '1- / r , Gl L u lA 4 fir. o 2T Address: C C i tE Phone: P 2 l I a 7t1 Me NNE Sk l l *# J i i This certificate Is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Rezone hod Subdivision Q Other b t a l �Dt�vG� Rk Estimated number of service connections and water meter size(s): cJ� lC � !to � Fad m � T 6K 1 ' I Af 11 z-4 Vehicular distance from nearest hydrant to the closest point of ►5� 11� � � ft. 3* B�tl L�N�c S ����� ��� Area Is served by (Water Utility District): xC wyfi JJ�� nerlAgent Signature 1. The proposed project is within Agency /Phone \applications \water availability (7 -2003) Printed: 9 -16-03 _ :r i kL ' D CO J _ 4 't 5d7 Ni✓i AIL/ 2ya.i " T I .r' is :Ti�4 �f r. , Fetti3 tea .I '741�A1'og S `cri-ar i w� ° '.in t .L _ ,t, ,7atx �L 4ti.,D st �. r a. is .y.. Name: Al IA- Preliminary Plat PERMIT NO.: .Hoo �I����I..3J��Ii.Ya°• 4> trLS�r .4Iv�[..I t.I4 ul WATER DISTRICT 125 ) c vt7 /l — t2 — Q C Date (City /County) 2. o improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and fitwment at the d by s he with attache calculati ors. gpm at 20 psi residual for a duration of 2 hours at a velocity of S fps as ava 5. Water a liability: RECEIVED Water service can be provided to this project �� OF N ib [] Acceptable service cannot be provided to this project unless the improvements in Item B -2 are m MAY 0 9 2007 PERMITCENTER [] System is not capable of providing service to this project. 1 hereby certify that the above information 1s true and correct. �q o.cA--sa — r , . fs1-0 B CORRECTION LTR # PO-4)1a_ Business Owner Information Name Role Effective Date Expiration Date DUCEY, MICHAEL F Cancel Date 01/01/1980 Bond Amount CLARK, CHRIS L 01/01/1980 PANTZAR, KEVIN R 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License WGCLAC* 370N0 W 0 CLARK CONSTRUCTION CO CONSTRUCTION CONTRACTOR 578015994 19411300 CORPORATION 408 AURORA AVE N SEATTLE KING WA 981094609 2066245244 ACTIVE GENERAL UNUSED 7/24/1963 8/12/2007 WGCLACI990JE https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WGCLAC *370N0 06/12/2007 EXISTING BUILDING PROJECT DESCRIPTION RENOVATION OF AN EXISTING THREE STORY, 30 UNIT APARTMENT BUILDING. IMPROVEMENTS INCLUDE FIRE PROTECTION, LIFE SAFETY, MECHANICAL UPGRADES AND ACCESSIBILITY UPGRADES, AND MODERNIZATION IMPROVEMENTS PROJECT DATA PROJECT ADDRESS: LEGAL DESCRIPTION: APPLICABLE CODES: ZONING DESIGNATION: OCCUPANCY: BUILDING AREA: CONTACT DATA MECHANICAL/ ELECTRICAL ENGINEERS: CIVIL ENGINEERS: STRUCTURAL ENGINEERS: 14410 41ST AVENUE SOUTH TUKWILA, WASHINGTON 98168 EAST 3' OF LOT 15, LOTS 16 AND 21, AND EAST 1/2 OF LOT 22, BLOCK 2, ADAMS HOME TRACTS, KING COUNTY, WASHINGTON 2003 IBC HDR - HIGH DENSITY RESIDENTIAL R -2 1ST FLOOR: 6,286 SF 2ND FLOOR: 6,499 SF 3RD FLOOR: 6,255 SF TOTAL: 19,040 SF OWNER: KING COUNTY HOUSING AUTHORITY CONTACT: STEVE JEFFERIS 625 ANDOVER PARK WEST, SUITE 107 SEATTLE, WASHINGTON 98188 TEL: 206.574.1214 ARCHITECT: ORB ARCHITECTS, INC, CONTACT: GEOFF E. ANDERSON, AIA 607 SW GRADY WAY, SUITE 210 RENTON, WASHINGTON 98057 TEL: 425 - 226 -3522 BCE ENGINEERS, INC. CONTACT: SCOTT ZIMBELMAN 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 TEL: 253 -922 -0446 SPRINGLINE DESIGN, LLC CONTACT: PETER APOSTOL, PE 3131 WESTERN AVENUE, SUITE 501 SEATTLE, WASHIGNTON 98121 TEL: 206.957.8311 RFA STRUCTURAL ENGINEERS CONTACT: MICHAEL CHAMBERLAIN, PE, SE 2013 4TH AVENUE, SUITE 202 SEATTLE, WASHINGTON 98121 TEL: 206.615.9700 (EXT. 106) RIVERTON TERRACE APARTMENT RENOVATION 91 `•? r6 Si .. ' ''' .:..,.: A w m 4CLO ft P+2 �Dt..Ch4 • s 3.2€ 0, 'p,1- :"th River:4 7 5239th Ss '•*•' v. • 5 1.5 t ; 4 u i S .1 a4t:? tY, A . S 14411 . 4 Y. A .�sLi7f • .' �- Ns Rtvertor!Heights :;',V S E st st . / 5 :52nd St t `r 3 ' '' t 35 4t S 4 L am.•.• • 4 ** Pm `. 5 iEwcl: Sr elvaixotOW Park:, 5 3650 St VICINITY MAP ribriStOES No changes shall ba Crude to the score c7 c .rcrs without prior eppre.sd d T lopJ lz NOTE: Revi:.;cr cs w; :I rc ,�.::: o. a r.c•: end may include : add.ticnal p :z g $147rds S;' Po' 5 52.10 S.l:i2> P - 1 7 Rty '' 5 »zit try t3 a SEPARATE PERMIT acQJIRED FOR: i Mechan!cal Electrical <Plumbing 1� Ga piping City of Tukwila BUILDING DIVISION AERIAL PHOTO Plan review approval Is subject to errors and omissfortm Approval of construction documents does not authoriz the violation cf ^ny accepOad -, - or ordinance. Receipt Of approved E d opy j d lions is adcnotvledged: BY Date: F /e.E P .DTECT1 STALLA7I of DbWft ik).516E ThoF g1 /tr /Ne; ea/u 11eEs A fut8,u4 Meti pr om C' 77 of n acta LA FILE COPY Permit No. City of Tukwila BUILDING DMSION �2 SEPARATE PERMIT AND APPROVAL REQUIRED PD1 DRAWING INDEX T1.1 TITLE SHEET A1.0 SITE PLAN & DETAILS C1.0 CIVIL NOTES C2.0 GRADING AND PAVING PLAN C3.0 DRAINAGE AND UTILITY PLAN C4.0 CIVIL DETAILS A2.1 FIRST & SECOND FLOOR PLANS A2.2 THIRD FLOOR & ROOF PLANS A2.3 FIRST & SECOND FLOOR RCP A2.4 THIRD FLOOR RCP A3.1 EXTERIOR ELEVATIONS - A3.2 EXTERIOR ELEVATIONS - A3.3 EXTERIOR ELEVATIONS - A3.4 EXTERIOR ELEVATIONS - A4.1 WALL SECTIONS - DEMO A4.2 WALL SECTIONS - NEW A4.3 DETAILS A4.4 DETAILS A5.1 TYPICAL UNIT PLAN & RCP A5 -2 TYPICAL UNIT INTERIOR ELEVATIONS A5.3 ENLARGED LOBBY FLOOR PLAN & RCP A5.4 INTERIOR ELEVATIONS A5.5 ENLARGED PLANS A6,1 DOOR/FRAME SCHEDULE & DETAILS A6.2 WINDOW DETAILS & WALL TYPES A6.3 WINDOW FLASHING DIAGRAMS A7.1 STAIR SECTIONS & DETAILS S1.1 GENERAL NOTES S2.1 FIRST FLOOR PLAN S2.2 SECOND FLOOR PLAN S2.3 THIRD FLOOR PLAN S2.4 ROOF PLAN S2.5 FIRST AND SECOND FLOOR PLANS S2.6 THIRD AND ROOF FLOOR PLANS S3.1 DETAILS S3.2 DETAILS S3.3 DETAILS M1.0 M2.0 M2.1 M3.0 M3.1 M4.0 FP1.1 FP1.2 FP2.1 FP2.2 FP2.3 FP2.4 FP3.1 FP3.2 FP3.3 FP3.4 E0.1 DE.0 DE.1 DE.2 E2.0 E2.1 E2.2 E3.0 E3.1 E3.2 E3.3 E4.0 E5.0 PROJECT DATA MECHANICAL LEGEND AND SCHEDULES 1ST & 2ND FLOOR & TYPICAL UNIT MECHANICAL DEMOLITION PLANS 3RD & ROOF FLOOR DEMO PLANS 1ST & 2ND FLOOR & TYPICAL UNIT MECHANICAL PLAN 3RD & ROOF MECHANICAL PLAN MECHANICAL DETAILS FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION NORTH & WEST - DEMO SOUTH & EAST - DEMO NORTH & WEST - NEW SOUTH & EAST - NEW CRITERIA AND FLOW TEST INFORMATION TYPICAL UNIT PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN ROOF PLAN RISER DETAILS FLOOR TO FLOOR RISER DETAILS SOUTH STANDPIPE DETAILS NORTH STANDPIPE DETAILS ELECTRICAL LEGEND AND SCHEDULES 1ST FLOOR ELECTRICAL DEMOLITION PLAN 2ND FLOOR ELECTRICAL DEMOLITION PLAN 3RD FLOOR ELECTRICAL DEMOLITION PLAN 1ST FLOOR LIGHTING PLAN 2ND FLOOR LIGHTING PLAN 3RD FLOOR LIGHTING PLAN 1ST FLOOR POWER & SYSTEMS PLAN 2ND FLOOR POWER & SYSTEMS PLAN 3RD FLOOR POWER & SYSTEMS PLAN TYPICAL UNIT DEMOLITION & ELECTRICAL PLAN ELECTRICAL ONE -LINE DIAGRAM & DETAILS ELECTRICAL DETAILS RECEIVED CM OFTUK1NILA MAY q 0 9 2007 �j PER aJ TOE 9 0 EA REVIEWED FOR CODE. COMPLIANCE. APPROVE 3U1\1 - 4 NO CV . Of Tuloiila B 'D ING DIVISION CORRECTION LTR# P01-- ol-2 607 SW Grady Way Suite 210 Renton, WA 98057 425.226 -3522 Phone 425.226.9115 Fax STAMP EGIS Housing Unlimited Partnership Z W W co I- 0 c7- o_ W c� < ! uJ I--- W < D 0 Z 0CC Ill � CL CC W {� W J 0 I 4- D CC .1 I- W TC ISSUE: BID DOCUMENTS DATE: 01 MAY 2007 SHEET TITLE: TITLE SHEET A 01 MAY 2007 2628 SHEET: RE9ISTERED CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON T1.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ABBREVIATIONS & L AB AC NC ACB ACC ACM ACOUS ACT ACU AD ADD ADDL ADJ AF AFC AFF AFG AGO ALUM ALT ANOD AP APC APPD APPROX APT ARCH ASPH AVE AWF AWP B BBQ BD BF BIT BITUM BLDG BLK(G) BM Bo BOT BOW BR BRG BS BSMT BTWN BUR c. CAB CB CBU C/C CD CEM CER CF CFCI CFM CFT CG CHAN CHBD CI CIP CJ CLF CLG CLK CLO CLR CMU CO COL CONC CONN CONST CONT COORD CORR CPT CRS CS CT CTCS CTR CTSD CTSK CTV CU CW CM CWB CY d D DBL DEMO D FIR DI DIA, 0 DIAG DIM DIM PT DISP DL DMPF DN DPR DR DS DV DW DWG AND AT ANGLE ANCHOR BOLT ACOUSTIC AIR CONDITIONING ACOUSTICAL CEILING BOARD ACCESSIBLE ASBESTOS CONTAINING MATERIAL ACOUSTICAL ACOUSTICAL CEILING TILE AIR CONDITIONING UNIT AREA DRAIN, ACCESS DOOR ADDENDUM, ADDITIVE ADDITIONAL ADJACENT, ADJUSTIBLE ACCESS FLOOR ACOUSTICAL FABRIC COVER ABOVE FINISH FLOOR ABOVE FINISH GRADE AGGREGATE ALUMINUM ALTERNATE ANODIZED ACCESS PANEL ACOUSTICAL PANEL CEILING APPROVED APPROXIMATE (LY) APARTMENT UNIT ARCHITECTURE (URAL) ASPHALT AVENUE ACOUSTICAL WALL FABRIC ACOUSTICAL WALL PANEL BATH BARBEQUE BOARD BOTH FACES BITUMEN BITUMINOUS BUILDING BLOCK (ING) BEAM, BENCH MARK BOTTOM OF BOTTOM BOTTOM OF WALL BRICK, BEDROOM BEARING BACKSPLASH BASEMENT BETWEEN BUILT -UP ROOFING CENTERLINE CABINET, CEMENT ASBESTOS BOARD CATCH BASIN CEMENTIOUS BACKER UNITS CENTER TO CENTER CUP DISPENSER CEMENT CERAMIC CUBIC FEET CONTRACTOR FINISHED /CONTRACTOR INSTALLED CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHANNEL CHALKBOARD CAST IRON CAST IN PLACE CONTROL JOINT CHAIN LINK FENCE CEILING CAULKING CLOSET CLEAR (ANCE) CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COORDINATE CORRIDOR CARPET (ED) COURSE (ES) CONCRETE SEALER CERAMIC TILE CERAMIC TILE CORNER SHELF COUNTER CERAMIC TILE CORNER DISH COUNTER SINK CABLE TELEVISION CUBIC COLD WATER COMPLETE WITH CAPILLARY WATER BARRIER CUBIC YARD(S) PENNY NAILS DEEP, DEPTH, DRYER DOUBLE DEMOLITION, DEMOLISH DEP DEPRESSED DEPT DEPARTMENT DET, DTL DETAIL DF DRINKING FOUNTAIN DOUGLAS FIR DUCTILE IRON, DEIONIZED WATER DIAMETER DIAGONAL DIMENSION DIMENSION POINT DISPOSAL DEAD LOAD DAMPPROOFING DOWN DAMPER DOOR DOWNSPOUT DRYER VENT DISHWASHER DRAWING E EA EB EF EFS EIFS EJ ELEC EL ELEV EM EN ENCL EOS EP EPNT EPX EQ EQUIP ES EST EW EWC EX EXC EXH EXIST, (E) EXP EXT FA FBD FBO FD FDN FE FEC F/F FF FF &E FGL FH FHC FIN FL FLUOR FM FND FNV FO, F/0 FOC FOF FOIC F010 FOM FOS FP FPRF FPWH FR FRC FRG FRP FRT FS FT FTG FURR FUT FWC G GA GAL GALV GB GC GCMU GD GFCI GFRC GL GLU -LAM GND GPM GR GRGL GSB GSF GSL GVP GWB GYP GYP SHTG H HB HBGC HC HCT HD HDOL HDR HDWD HDWR HIWC HM HO HORIZ HP HR HRC FIT HTG HVAC HW HWT HWD ID IE IG IN INCL INFO INSUL INT INV IPS EAST EACH EXPANSION BOLT EACH FACE, EXHAUST FAN EXTERIOR FINISH SYSTEM EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRIC (AL) ELEVATION ELEVATOR, ELEVATION ENTRY MAT ENAMEL ENCLOSURE EDGE OF SLAB ELECTRICAL PANEL (BOARD) EPDXY PAINT EPDXY EQUAL EQUIPMENT EACH SIDE ESTIMATE (ED) EACH WAY ELECTRIC WATER COOLER EXPANSION EXCAVATE EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FIBERBOARD FURNISHED BY OTHERS FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER & CABINET FACE TO FACE FACTORY FINISH, FINISH FLOOR FURNITURE, FIXTURES & EQUIPMENT FIBERGLASS FIRE HYDRANT FIREHOSE CABINET FINISH (ED) FLOOR (ING) FLUORESCENT FACTORY MUTUAL FEMININE NAPKIN DISPOSAL FEMININE NAPKIN VENDOR FACE OF FACE OF CONCRETE OR CMU FACE OF FINISH FURNISHED BY OWNER/INSTALLED BY CONTRACTOR FURNISHED BY OWNER/INSTALLED BY OWNER FACE OF MASONRY FACE OF STUD, FACE OF SLAB FIREPLACE FIREPROOFING FREEZE PROOF WALL HYDRANT FIRE - RESISTIVE FIBER REINFORCED CONCRETE FIBER REINFORCED GYPSUM FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FURRING, FURRED FUTURE FABRIC WALL COVERING GAS GAUGE GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GLAZED CONCRETE MASONRY UNIT GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTOR GLASS FIBER REINFORCED CONCRETE GLASS, GLAZING GLUE - LAMINATED GROUND GALLONS PER MINUTE GRADE GLARE REDUCING GLASS (GLAZING) GYPSUM SHEATHING BOARD, GYPSUM SOFFIT BOARD GROSS SQUARE FOOT(AGE) GYPSUM SHAFT LINER GYPSUM VENEER PLASTER GYPSUM WALL BOARD GYPSUM GYPSUM SHEATHING HIGH HOSE BIB HIGH BUILD GLAZE COATING HANDICAP, HOLLOW CORE HOLLOW CLAY TILE HAND DRYER, HAIR DRYER HIGH DENSITY OVERLAID HEADER HARDWOOD HARDWARE HIGH IMPACT WALL COVERING HOLLOW METAL HOLD -OPEN HORIZONTAL HYDRO POOL HOUR, HANDRAIL HOSE REEL CABINET HEIGHT HEATING HEATINGNENTILATION /AIR CONDITIONING HOT WATER HOT WATER TANK HOT WATER DISPENSER INSIDE DIMENSION, INSIDE DIAMETER INVERT ELEVATION INSULATED GLASS INCH INCLUDE (D, ING) INFORMATION INSULATE(D), (ION) INTERIOR INVERT IRON PIPE SIZE JAN JST JT JB K, KIT KD KDF KO KP KS L LAM LAV LB LBS, # LF LG LH LHR LKR LL LMS LPT LRH LSD LT LTG LVR LWC MACH MAS MAT MAX MB MC MDF MDO MECH MEMB MET MFR MIN MISC MTL MEZZ MFR MH MIR MJ MLD MO MOD MR MTD MULL MW N (N) N/A NAT N/C NFS NFVA NIC NO,# NOM NP NR NRC NSF NTS 0 0/0 OA OBS OC OD OF OFCI OFOI OFF OH ORD OPNG OPP OR OSB OTS P PA PAR PB PBD PC PCD PERF PERP PF PI PJ PL PLAM PLAS PLYWD PNL PNT POC POL POLY PP PR PRCST PREFAB PROP PSF PSI PSL PT PTD PTD/WR PTN PTR PVC PVMT PW PWT JANITOR JOIST JOINT JUNCTION BOX KITCHEN KILN DRIED KNOCK DOWN FRAME KNOCK -OUT KICKPLATE KNEE SPACE LONG, LENGTH, LEFT LAMINATE LAVATORY LAG BOLT POUNDS LINEAL FOOT/FEET LENGTH, LONG LEFT HAND LEFT HAND REVERSE LOCKER LIVE LOAD LIQUID MARKING SURFACE LOW POINT LIGHT REFLECTIVE HARDNER LIQUID SOAP DISPENSER LIGHT LIGHTING LOUVER LIGHTWEIGHT CONCRETE MACHINE MASONRY MATERIAL MAXIMUM MACHINE BOLT MEDICINE CABINET MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS METAL MEZZANINE MANUFACTURER MANHOLE MIRROR MACHINE JOLT MOLDING MASONRY OPENING MODIFIED MOISTURE RESISTANT MOUNTED MULLION MICROWAVE OVEN NORTH NEW NOT APPLICABLE NATURAL NONCOMBUSTIBLE NON -FROST SUSCEPTIBLE NET FREE VENT AREA NOT IN CONTRACT NUMBER NOMINAL NOT PROVIDED NONRATED NOISE REDUCTION COEFFICIENT NET SQUARE FEET NOT TO SCALE OVER OUT TO OUT OVERALL OBSCURE ON CENTER OUTSIDE DIMENSION, OVERFLOW DRAIN OUTSIDE FACE OWNER FURNISHED /CONTRACTOR INSTALLED OWNER FURNISHED /OWNER INSTALLED OFFICE OVERHEAD OVERFLOW ROOF DRAIN OPENING OPPOSITE OUTSIDE RADIUS ORIENTED STRAND BOARD OPEN TO STRUCTURE PROPERTY LINE POWER PUBLIC ADDRESS PARALLEL PANIC BAR PARTICLEBOARD PRECAST, POINT OF CURVE PAPER CUP DISPENSER PERFORATED PERPENDICULAR PREFABRICATED POINT OF INTERSECTION PANEL JOINT PLATE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAINT POINT OF CONNECTION POLISHED POLYETHYLENE POWER POLE PAIR PRECAST PREFABRICATED PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POINT, PRESSURE TREAT (ED) PAPER TOWEL DISPENSER PTD & WASTE RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT POTABLE WATER PREFABRICATED WOOD TRUSS QUAN QT R RA RAD, R RB RD RD /0 REBAR REC RECP RECT REF REG REINF REQ'D RESIL RET REV RFG RH RHR RL RM RO ROW R &5 RR RS RT RUB RWL S SAN SC SCD SCHED SCR SD SECT SF SG SH SHT SHTG SIM SK SLR SLV SM SMHC S /MH SMR SND SOG SOV SP SPEC SQ SR S5 SSK SSM SST SSV ST STC STD STL STOR STRUCT SURF SUSP SV SN SWL SYM T, TR TB T &B TD TEL TER, TZ TESC TFCI T &G TG THK TKBD TO TOB TOC TOF TOM TOP TOS TOW TPD TPTN TRAN TS TTD TTH TV TWC TYP UC U/C UG UL UNF UNO UR UV QUANTITY QUARRY TILE RISER, RADIUS, THERMAL RESISTANCE RETURN AIR RADIUS RUBBER BASE, RESILIENT BASE ROOF DRAIN, ROAD ROOF DRAIN OVERFLOW REINFORCING BAR RECESSED RECEPTACLE RECTANGULAR REFRIGERATOR, REFERENCE REGISTER REINFORCE (ED, ING) REQUIRED RESILIENT RETAINING REVISION ROOFING RIGHT HAND, RELATIVE HUMIDITY, ROBE HOOK RIGHT HAND REVERSE RAIN LEADER ROOM ROUGH OPENING RIGHT OF WAY ROD & SHELF RAILROAD ROUGH SAWN RESILIENT TILE RUBBER RAIN WATER LEADER SLOPE, SOUTH SANITARY SEWER SOLID CORE SEAT COVER DISPENSER SCHEDULE SHOWER CURTAIN ROD SOAP DISPENSER, STORM DRAIN, SMOKE DETECTOR SECTION SQUARE FOOT /FEET SAFETY GLAZING SHOWER SHEET SHEATHING SIMILAR SINK SEALER SLEEVE SHEET METAL, SHOWER MODULE SHOWER MODULE HANDICAPPED SHELF /MOP HOLDER SURFACE METAL RACEWAY SANITARY NAPKIN DISPENSER, SANITARY NAPKIN DISPOSAL SLAB ON GRADE SHUT OFF VALVE STANDPIPE, SOLID PLASTIC SPECIFICATION (S) SQUARE SEMI - RECESSED SANITARY SEWER, STAINLESS STEEL SERVICE SINK SOLID SURFACE MATERIAL STAINLESS STEEL SAND STAIN VARNISH STAIN, STONE, STREET SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SURFACE SUSPENDED SHEET VINYL STAIN & VARNISH STATIC WATER LEVEL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TOWEL DISPENSER TELEPHONE TERRAZZO TEMPORARY EROSION & SEDIMENTATION CONTROL TENANT FURNISHED /OWNER INSTALLED TONGUE & GROOVE TEMPERED GLASS THICK (NESS) TACKBOARD TOP OF TOP OF BEAM TOP OF CURB, TOP OF CONCRETE, TOP OF COLUMN TOP OF FOUNDATION TOP OF MASONRY TOP OF PAVEMENT, TOP OF PLATE TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PARTITION TRANSPARENT TUBE STEEL TOILET TISSUE DISPENSER' TOOTHBRUSH HOLDER TELEVISION TEXTILE WALL COVERING TYPICAL UNDERCUT UNDER COUNTER UNDERGROUND UNDERWRITERS LABORATORIES UNFINISHED UNLESS NOTED OTHERWISE URINAL ULTRA VOILET V VAR VAT VCT VENT VERT VEST VG VIN VR VTR VWC W W/ WB WC WD WF WO WH W/I WIN WM W/0 WP WPL WR WR/GWB WS WSCT WT WNW WWF X BRACE YD VENT VARIES VINYL ASBESTOS TILE VINYL COMPOSITION TILE VENTILATOR VERTICAL VESTIBULE VERTICAL GRAIN VINYL VAPOR RETARDER VENT THROUGH ROOF VINYL WALL COVERING WATER, WEST, WIDE, WIDTH, WASHER WITH WALL BASE, WASTE BASKET WATER CLOSET, WALL COVERING WOOD WIDE FLANGE WIRE GLASS WATER HEATER, WALL HUNG WITHIN WINDOW WIRE MESH WITHOUT WATER PROOF, WORKING POINT WEATHER PROOF LOUVER WASTE RECEPTACLE, WATER RESISTANT WATER RESISTANT GWB WEATHER STRIPPING, WATER STOP WAINSCOT WEIGHT, WATER TANK WALL TO WALL WELDED WIRE FABRIC CROSS BRACE YARD, YARD DRAIN tio SYMBOLS 'n 11 A6 A8 — �♦ UP x KITCHEN r O r VINYL CPT 6.4 r7�1;�7�7.� SHEET DRAWN SHEET TAKEN DETAIL NUMBER SHEET DRAWN SHEET TAKEN SHEET DRAWN SHEET TAKEN DOOR NUMBER FRAME TYPE MATERIAL DESIGNATION CONCRETE EARTH FILL MATERIAL REFER TO INDIVIDUAL DISCIPLINE SHEETS ADDITIONAL SYMBOLS AND ABBREVIATIONS PROJECT NORTH (PLAN REFERENCE ONLY - SEE SURVEY FOR TRUE NORTH) DEMOLITION FLAG NOTE WORK FLAG NOTE SECTION CUT/ ELEVATION NUMBER OR LETTER ELEVATION LETTER STAIR OR SLOPE DIRECTION CHAIN LINK FENCE GRID LINE ROOM NUMBER ELEVATION INDICAT RIEW F0� CODE COMPLIANCE APPROVED FLOOR MATERIAL INDICATOR JUN - 4 2007 ° C pf Tukwila BUILDIN DIVISION EXISTING WALLS TO REMAIN WALLS OR ITEMS TO BE REMOVED ''��///O/zige�//�00 NEW WOOD STUD WALLS NEW BRICK OR CMU WALLS CITY OF T�KWILA MAY 0 9 2001 PERALBTGENTER o.rb ar tests 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 0 ISSUE: PERMIT SET RE TERED ' CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON �o Z fx 1 4 0 co � = mo o a a Z � � U COw Z z a > >cn cc 0 < < W N om ' >- Q 0 � J CCU I > C'3 Z DATE: 05 MAR 2007 SHEET TITLE: PROJECT DATA SHEET: 2628 PD1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ 1 1/2" RAMP SECTION - B 1 " = 1' -0" 12" COMPACT FILL • 1/8" = 1' -0" 1-1/2"0 TOP RAIL, BOTTOM RAIL, & UPRIGHTS, GALV. SET RAIL 12" DEEP (2) #4 @ BOTTOM 0 0 CV CV c-) 8' 4' 0 12" 6" 0 3/4" = 1 - 0" 1' 6" 0 .1" = 1' - 0" 1" = 20' -0" #4 12" O.C. EACH WAY 20' 10' 0' Et��o o° a ood SEE PLAN A 2' -8" 1 ' ramp- sec -b.dwg 1' -6" 8' 2' 20' Vp 2' 40' 1 -1/2 "0 RAILS & UPRIGHTS, GALV. HANDRAIL 16' 6" O 2#4 @TOP #5 @ 16" O.C. HORIZ. & VERT. w ro °di? �a Q 0° T c CONC PAVEMENT 1 A1.0 A1.0 LOCATE ADA SIGN ON WALL OR RAIL IN FRONT OF PARKING SPACE, SEE 4/A1.0 EXPANSION JOINT W/ SEALANT 4" CONC. SLAB OVER 4" GRANULAR BASE UNDISTURBED NATIVE MATERIAL OR COMPACT TO 95% DENSITY, TYP RAMP /RETAINING WALL SECTIONS 2 3/4" =1' -0" ramp - retaingwall.dwg A1.0 A1,0 4' (2) COATS TRAFFIC 1 8 11" LINE WHITE PAINT (TYP) ADA PAINTED SYMBOL • NTS ada - pntd - symb.dwg ■ GRADE BUILDING i_2BR UNITS A 2 STORIES C 3 ADA PARKING SIGN A1.0 A1.0 3/4" = 1' -0" J u BUILDING B 5 -3 BR UNIT 2 STORIES uu ada - parking - sign.dwg 12" X 18" ALUM. SIGN W/ INTERNATIONAL SYMBOL OF ACCESS (WHITE LETTERS ON BLUE BACKGROUND. SIGN TO READ: "STATE DISABLED PARKING PERMIT REQUIRED." BUILDING p 2 -5 BR UNITS, 1 -4B UNITS 2 STORIES LJ 1 u UILDING C 72 ST ORIES SCOPE OF WORK BUILDING F -2 BR UNITS 2 TORIES a. co w L r r r, � vJ CO BUILDING G COMMUNITY BUILDING 1 STORY SEE PLAN 4 ADA PAINT STRIPING Al .0k1.0 • NTS ada - stripes.dwg 1 C I BUILDING E 4- 4BRUNITS 2 STORIES � C FE312 "38' --\ N = — 1 BUILDING F E kiR UNITS 9 • TORIES 1 LOBBY ADDITION O EMEI r 1 1 1" = 40' -0" REPLACE CONC: PATIO SEE 4/A5.5 1" = 20' -0" z 2 0 0 REVISED ADA PARKING & WALKWAYS PER CIVIL SEE 6/A1.0 BUILDING H 30 UNITS - ELDERLY 3 STORIES 5 ADA ACCESSIBLE PARKING STALL 6 Al . 1/8" = 1' -0" ada - parking - stall.dwg Al .0k1.0 • OVERALL SITE PLAN PARTIAL SITE PLAN BUILDING H 30 UNITS - ELDERLY 3 STORIES O O 0 0 -1 3 :\"Q 0 • SIDEWALK SIGN W/ INTERNATIONAL SYMBOL OF ACCESS MOUNTED TO WALL/RAIL, SEE 4/A1.0 1111111 1111111 SLOPE NOT MORE THAN 1:48 INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING, SEE 3/A1.0 ADA WALKWAY STRIPING PAINTED ON ASPHALT, SEE 5/A1.0 4b EVIEWED FOR CODE COMPLIANCE APPROVED City Of Tut BUILDING DI 1 &2 A1.0 IA1.0 JUN - 4 2007 IsIOI��_- 0 M w w ce 2 0 0) 1 RECEIVED CITY OF TUKWILA MAY 0 9 2007 PERT CENTER rchitec 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8 REG STEREO A HITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON c I- -0 Z cc w 0 00 I— ( ` : P <Oz ®- u w I--' 0 CO w oC 0 < < �I c7 w c Z 7 0 0 D C Q I-- w > 0 ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: SITE PLAN & DETAILS SHEET: 2628 A1.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH SHEET INDEX 1 2 3 4 RIVERTON TERRACE APARTMENTS CIVIL NOTES GRADING AND PAVING PLAN DRAINAGE AND UTILITY PLAN DETAIL SHEET GENERAL NOTES (CITY OF TUKWILA) 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) IN ADVANCE BY CALUNG 206- 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC 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. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMIT SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. NOTES 1. CONTRACTOR SHALL SUBMIT TO THE CITY OF TUKWILA AN INSURANCE CERTIFICATE NAMING THE CITY OF TUKWILA AS AN ADDITIONAL INSURED. 2. CONTRACTOR SHALL SUBMIT TO THE CITY OF TUKWILA A TRAFFIC CONTROL PLAN PER MUTCD. 3. CONTRACTOR PERFORMING WORK INSIDE THE CITY OF TUKWILA RIGHT -OF -WAY SHALL HAVE CITY OF TUKWILA BUSINESS LICENSE. TUKWILA, WASHINGTON WORK IN RIGHT -OF -WAY (CITY OF TUKWILA) 1 WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO -INCH LETTERS STATING PERMFITEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT -OF -WAY IS RESTORED. TMC 11.08.170A 3. • MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND F1RE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08,220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT I5 BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON -SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. PAVEMENT RESTORATION (CITY OF TUKWILA) 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILUNG OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT : ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. ON OTHER STREETS WITHIN 7 CALENDAR DAYS B. FOR WORK PREVENTED DUE TO WEATHER: PROVIDE A TEMPORARY PATCH. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO 3. COMPLETE WORK AS QUICKLY AS POSSIBLE. UTILITY NOTES (CITY OF TUKWILA) 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES S IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST AU_ MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF- -WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NORTES (CITY OF TUKWILA) 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS ", OR "DRAINS TO GROUNDWATER ", AS APPLICABLE. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. WATER DISTRICT NO. 125 STANDARD NOTES 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDMONAL U11L111ES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL CONTACT THE UT1LiT1ES UNDERGROUND LOCATION CENTER (1- 800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGNEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE EQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WD #125 SPECIFICATIONS, AND CITY OF TUKWILA STANDARDS. 7, ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT UNED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.20, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT UNED. 8. ALL GATE VALVES TO BE MUELLER ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LNE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT, ENGINEER AND CITY OF TUKWILA INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, CM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS SIEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLING, CONNECTIONS, CUT -INS, AND ENE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVERALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING ARE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. JUN - 4 2007 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY TEE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER AND TH CITY OF TUKWILA PUBLIC WORKS ENGINEER. City Of iTukwila BUILDING DIVISION 18. REFER TO WD #125 CONDITIONS AND STANDARDS, AND TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS FOR ALL REMAIN1 NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE UNE AND TAP CONNECTIONS FOREACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMII IEU TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMIM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WM4 CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. ALL BENDS INSTALLED AS PART OF CONNECTIONS TO EXISTING MAINS SHALL BE RESTRAINED WITH "MEGA -LUG" RETAINER GLANDS AND PROVIDED WITH THRUST BLOCKS. 28. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. 1 0 4 LLO • Civil Engineering 1 Site Development [Transportation REVIEWED FOR CODE COMPLIANCE APPROVED 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 RECEIVED CITY OF TUKWILA MAY 0 9 2007 PEI oR E G GENTER architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES: 01/15/09 CY 0 W C) W DATE: SHEET: Z H- z 0 0 O W > 0 z a0 c 7; C7 Q Z (i) 0 W I- Z Z o 7r. � J 0 ISSUE: BID DOCUv1ENTS 01 NAY 2007 SHEET TITLE: CIVIL NOTES X05/01 /07 2628 C1.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH 00 00 C. (f) 1 ffi ", 0 92s. ifi „, 1!I 1 111 1 .11 11; 111 11 1 11 11 11 1 1 f 1 1-- W C.) III I I ' L., (N LiJ UJ LLj . I • 1- i-.1‘------ - , \,:- COITCRETECORB ; - , I c-,1 j 1El c-4 1 1 r -,. cr_D t il • ._._... , 11•-- c .... ,. i.j. t (-)) • 1 fl r .,- . 6 1 i I ADA S LL j ,-._ 1 (152PY, Ili _-_ 1 ---:i" j 1. CI. il 11 <- __ ( - 3 111 . 1 ,-,.. --) . ri , • lq c r; I 1: H 1 1" • -. , 1 • \1 gi ,t 1 11 ii il fi - 1 4 I 1!, .7' 1 ii ---) ! !, '---- 1 11 --J 1 it --1 111 0: . k ---' (,..3 1,11 ; 41. L - , - .7 I Isom ; ,/ 11 t , `,..D i Iti W 1...-.1 I .1 ./! Y A rn V I ( i il \ C) `,,' v: _.- t..j 0":. 1--J 111 1 / • 11 !:) --;- C2) --"" - 41 111 I mmi / / , i , 6•7-) _ I c.,-,) --,.. id 14. \ 1 Ni : ; 1 di-1, . r '... / I / i_ii - 1°' / Nr: II 1 / ; ;11 KZ 1 1 ( ,, ii 11 1 ( g ) ( \ N c\„ 1 :-:_i!, 2 1 il I !II am , / I 1 \ f 1II WAL r : III ...1/ 1 !1 N 0 CONCRETE RETAINING, L/2 L1 :::: j , i 1 ' ■ , .. ,1 , ,......, .7-- 1 ii i • P1 1; (0 1 jawcs (Typ) • IP i ,-- ,15, 1' 1 id i ( -- ; Iii / i \ , , 1,-- - - MATCH XIST. (TYP) `t,-- 11 n 1 1 1 - ti I1 'll - 1 ,Iii, R ;Hi 1 I 1 ) 11 ' / I 1 1 HI 4,fi e 14 i 1 I .1 1. 1 11 II II i1 f l 1Hii1 H ji It i \ , 1 • if / 1 j I I 1 I 1 ; iSIDPIV kllY11) i 1 1 1,./ t ,-,, f i ..", a i f___. t.....J 1_____I i _.41 ._ .,_, 1..__1 (.._.1 L__. L___ , .., Jr! (/ /;.., i 1 i ,,,,,,,' ,, - > i C, i ., ".,' /1 / ) "I 1 I . ••••YIN• ••■••••■■■■■■• • t ..(.. .I I. I •/ e. ( ) ,-, (".- ) ,,/ ,../ 1 - 1 ,.....,.....,T / .c.--)---( / - \----,..; ,P ./ ---'; (..---.,..,.-........."-,_____.../ _ .. , .. .,....,,,..- - ---, --- \ ' ......„ .. v4 1 ,4., ---1,.. 5 t,..,.) -, , ..., / ;.- ' ,'' ... / \ .' 11 ' 4 k \ 1WHEELISTOP L.•0 ; , • 1 h vo T A 11 / C} *f- ra_ ; MATCH EXIST. (TYP ) ASPHALT CONCRETE PAVEMENT RESTORATION (Tr:) = 1 •• • 11 • CONCRETE ( - : SIDEWALK WITH INTEGRA() CURB (TYP) •■■■• ■■,■. m.o. r's 0 C.. C10 COCRETE RAMP . • • n_ REMOVE EXIST. AND REPLACE CONCRETE PATIO. SEE ARCH. DWGS FOR JOINTING PATTERN •■, ••■••• NOTES ..■mY Ps i 1 C i ..K....) ; ; i 3. ,....„.. -, \ N , -,---._ ‘,..„_. • Li m „ .. „, ........ „ ...r...?„, ,_- ......... , ----. ,--- --.1, 1,- --..4 • ' I "."-- ,-,, • • . ..... • - - 1 - . 1 • / r 1 . • 1. SEE SHEET C3.0 FOR GENERAL NOTES AND C1.0 FOR ADDITIONAL CITY OF TUKWILLA NOTES. 2. SEE ARCH. DWGS. FOR ADDITIONAL SITE DETAILS. 3. GRADES IN ADA AREAS SHALL NOT SLOPE GREATER THAN 2.0% IN ALL DIRECTIONS. 4. ALL ADA RAMPS SHALL NOT SLOPE GREATER THAN 1:12. 5. WORK IN RIGHT-OF-WAY SHALL CONFORM TO CITY OF TUKWIllA REQUIREMENTS. 6. COORDINATE ALL WORK WITHIN THE RIGHT-OF-WAY WITH THE CITY OF TUKWILLA. OBTAIN ALL REQUIRED PERMITS AND APPROVALS. ,1„.• •■• •,, • i Th • r ( •) Cr - -I -- ) 290.60 CY) - ' TOP OF CURB AT GRADE WITH ASPHALT ADJACENT TO ADA PARKING(TYP) \ I 11 1 1 ...., 1 i ; 1 1 ' 1 .\ 1 i 1 1 i i t 1 \ I ;REMOVE 10 RESTORE PAVEMENT\ #ITHIN ROW/ PER cay OF TUKWILLA \ 11 -. --- 1 r SID DETAILJRS-03 \ ' 1 ! /1 ,.."---' 1 I f I •-•.;• I I RESTORE SIDEWALK i l 1 (1) ■ 1 PER CITY OF l'UKWILA 1 1 ,Y? I 1 STD. DETAIL) RS-11 1 1 L RAMP PER CITY OF_ `--ITUOi llk ---- i • ; ; •mr.•■•■■_ , / I .• 11 k 1 • ; • ; • • 1, , . • !„ T f K: ; -- 1"" •-• :1-*- , . 7! (.• ; • ' ••• 4-. / ••■• •,■• •■• 1 - • • • NAVD 88 MATC1 EXIST. (TYP) - • 7. L . f t1 SCALE: 1" = 4•1■11 ••■• '■•■•1! r 3131 Western Avenue Suite 501 Seattle, WA 98121 • .1 ; /'') ti 1 . • • .2 C-i i s. C , / -‘• • • J.I CALL 48 HOURS BEFORE YOU DIG! 1-800-424-5555 ph 206 957 8311 fax 206 957 8313 „ C.., i 1, 1 ' 1 . k1 1/4J -I • ./ 1 opcin n cprnril'ria 4„...„7-s;..,9 • ' 4 'NO' 6 '- LLC Civil Engineering I Site Development 'Transportation EVIEWED FOR E COMPLIANCE APPROVED JUN - 4 207 ILDING DrvisioN RECEIVED CITY OF TUKWILA MAY 09 2007 PEMTCENTER architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES: 01/15/09 1 ISSUE: BID DOCUMENTS DATE: 01 iv A Y 2007 SHEET TITLE: GRADING AND PAVING PLAN A05/01/07 SHEET: 2628 C 0 SHEET SLZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1 " IN LENGTH CONN . ECTED TO EX. WATER W/ REQUIRED FITTINGS CONNECT TO EXIST. SD WITH REQUIRED FITTINGS (TYP) MAINTAIN EXISTING CHAINLINK FENCE, REPLACE AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS TYPE 1-L CATCH BASIN , _SOLID LID -- -LOCATE - fir4b - CONNECT TO - s tf EXIST. 18" SD " - IM 282.50± IE 280.50± (MATCI-IA-EXISTING) \\\\\\\\\\\\ CONNECT TO DOWNSPOUT CONNECTIONS, COORDINATE WFARCH. DWGS. (TYP) LCiRB .DISCHARGD (T(P) I r C.? ;2:5" WATER SERVICE POC, COORDINATE CONNECTION W/ MECH. DWG_ FDC POC, COORDINA CONNECTION W/ MECH. DWGS! 7 4" FIRE SERVICE POC, COORDINATE CONNECTION W/ MECH. DWGS BUILDING H REMOVE AND RESTORE PAVEMENT WITHIN ROW PER CITY OF TUKWILLA STD. DETAIL RS-03 CONNECT TO EXIST. 6" WATERMAIN PER KING COUNTY WATER DISTRICT NO. 125 STD DETAIL NO. 9 (1) 6" X 4" CST IRON TAPPING TEE (FL) MUELLER MODEL H-615, ROMAC SST OR EQUAL (1) GV (FL X MJ) THRUST BLOCKING PER KING COUNTY WATER DISTRICT NO. 125 STD. DETAIL NO. 5. ``.t (7) CD cri (X) . r CO -- cxJ CJ OEj (N H LU (±) EXIST. FIRE HYDRANT 1 • 1 I I r" 1 4 — 1.). ! I i 1 1 1 I 1 1 1 i } 1 i l i f 1 11 1 11 i Id i (I i i 1! I ,....,,,,,.... III I !I ---. ,11 - 1 li 1...11-i-' - .-.!J! i i;.= , v ' 1' W 1 11 fl[ !; Ir 1 li 4. i 4 n 1 III 1 If 1 l i c- 1 -. 1 it(i 0) , fl r Y --- - - 41 I -- 1 1 ,1 i il L- Ii1 "11.1. 1 i CD 1 111 P; i ---i ■ ! N I A, ci=1 : .' ill ...Z.— 11) 1- 1 111\ ,>'''' 41 : / 1/ ‘ (7) li ig i 11 (,.) ,i v iii 1 1 1ii i!! I .4 1 IP • 1 11 Jr i 1 i!! D / fr) 0 / 1 1 1 i 4, i I 1 \ 1 ! 1 i 1 ( I sr .; j I I I / 1 ; -1".;.'„.. ; 1 1! /1 1 11 1 I 1 ( - / — ) 1. 1 I 1 C..) GENERAL NOTES !f 11' 11' I .!..1 r‘, r ,.., i_ ■ . , _t- , ---. ;1 ! ! 1 \ • (_-, () , \ I 1 • -..-.'.. , - C 2,) A 1 ) \ 3 ) ( ) :7-': .iii . ./ -■ i '') l' i 1! I 1 i 1 r • • • CD CD z CN :7\1 �J ! 1 1 11 ::: N .:: : 4=1 : 5 l : 1 ; : : I 1 / 4_ ,./... ,__ • i.... IL '' '.;1 I. "' It it 7S1- 1 i ..,/_:•,_ 1 t 7-...,..... . i .. 1 / , 1 t 1 0 / N7.) ! ' " • i & 1 , i 7, : s "-- t '''' . R . ; CO crI 1 j .--- j i ..___ . .._ . . -_-.-1 , .. i 11 i ''..:------:: 11 1 ,, ( • ,z.:1;,,,... (n 11 1-1 f : ----- --7---- - 1 .,.. cri, ."--‘,...• • ‘\I — I - - . • -• 1 l • \ `••••—•••• --... ;r ! r •-..- I 1 11 I . I ,1 1 1 1 1 ' ( i ''_-"___ F• ' 7 " -..' • \ ' • .., .. . i..'" ', 1;4 i 1 ,- .). -.,., •■ / ,,. / .' C;, (---'• '' ,---( • '''',. ....-., '7 - ---.: 1 / / ,1 ' , .• ,P f )" '.- 7 ,„ ) i ,9 r ‘i i r' / r ./ .:„.... , .1 - . , -i : ■ __ , ,/...., .. 7 ■.• 1■■•■■m• .•■• / ••■■• •O -. ....,t• . 4, , ..i - r s\ i i,., ,:, r, , — • -......—..••• ••. r1 \ ' ." • ' '-', '-,, f r ' . / ;•+ , -rac..... ,/ 1 / ' . 5 • -/, . •,, -. , , At t - • -• , f 1 1 . :5 : 1 ; S -: ! .1 TA (L) ' I .2:,....t7::27 •_ —. _ •• — •...—. — ■e-......,.......1.1 7. 1 3 ..1.1.,/■OZA, ..LIM Na.....4 .76 et.- ••••■ f t ‹, II' .. k ..„,...s_.., i 1 i I ' t 1 1 I 1; i ... ,,,,..-11 / , , ; \ r ---.- - 1 l' ,., \ \ \ i i I 11 • i li a 1 i ; i 11 1 1 • 3 1 1 .,....'" r •.. • ....''''''' 11 I c . 1‹ .- ':-, 1' 1 - !! \ 7. 1 , i 1 1 - .. 5 i s ./'% '"• ',' - - - -,, k , • I • i ; ; : 1 i , - • 1 1 •• /''' ..... .......,' if / I 1 .1,..„, 4 ' . ,\. / .x ‘', --. t -. 1 , 11 ; 1 ; 1 ,,, •'1) 1 ,-"'' '.. 11 ' A \ , L \ 1 1 1 1 r ' \ \ j it .- i i 1 /.., ...- i ..... ....1 1 SE: ; ;V H B i, EXIST:ROOF li ■ $ -,,.. \ \ ..,--.\‘ ; - , ' -'-.''' 1 1 DOWNS SYSTEM,ii 1 i I I 1 ' 1 I !it- _....-; DWGS. (1(1 1! -1 1 \'....7_7'.., i - !-- ! 1 I 41 1 1 1 I 1 --- r .... , .! :- -'• -.-- ,....,._ I 1 ■---- 1 ‘, Of `R \C..) ! LtJ < cfll tl I 11 C. P i J /I ,ill ,,, q I 1 i j r.1 1 -.• : r... r e-1 ....-- i , . -- .-• 1 i 1,,.- r , ,Th , , i at-ii--- ) g ! , 0 /-1 t.. , tf ,. • - i „ -, ( \1 11 i I -" --. 1,1 : I/ 2/i /_ 1 .// i 1 ./..1" ... 21 : .;•. 1.__. 1 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE WSDOVAPWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION; UNIFORM BUILDING CODE; PERMIT CONDMONS; AND ALL OTHER APPLICABLE CODES, ORDINANCES AND STANDARDS. 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY CITY OF TUKWILA, WATER DISTRICT 125 OR THEIR DESIGNATED REPRESENTATIVE(S). PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE CITY OF TUKWILA TO SCHEDULE A PRE-CONSTRUCTION CONFERENCE. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS AND APPROVALS. 3. A COPY OF HTE APPROVED PLANS MUST BE ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. 4. THE LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM A PROJECT SURVEY AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED AREA PRESENT AND IT IS THE SOLE RESPONSIBILITY OF HTE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 1721 ry ) , • 4 - ." , - 1 I ) • 0 t . ----- ..---.., FIRE DEPARTMENT CONNECTION PER CITY OF - fl FIRE DEPARTMENT REOUIREMENTS2: \.• POST INDICATOk (PIV) itYrrH ANTI -- TAMPER - swrrek C-QORDINATE\ - - - -.- — ELECTRICAL FOR ANTI TAMPER TELEMETRY. ■1• •1■1■••■■■ •■• r • a " 00-0e » i s,E/95144-7 - 6 1 ict,t) 07 - 068 pzeiti/T i CONNECT TO EXIST. IE 281,2 • THRUST BLOCKING PER KINO!• COUNTY ,WATER 'DISTRICT NO:.".-=: 125 sTritdpETAILN 5. `7 NOTES 1. SEE SHEET C1.0 FOR ADDITIONAL GENERAL CITY OF TUKWILA AND WATER DISTRICT NO. 125 NOTES. 2. FOR TYPICAL TRENCH SECTION, SEE DETAIL 7 SHEET C4.0. FOR TRENCHING IN THE ROW REFER TO CITY OF TUKWILA STD. DETAIL WS-18. FOR PAVEMENT RESTORATION IN THE ROW REFER TO CITY OF TUKWILA STD. DETAIL RS-03. 3. ALL STORM DRAIN PIPE SHALL SLOPE AT A MINIMUM OF 1.0%, UNLESS NOTED OTHERWISE. PIPE SHALL BE PVC SDR 35, ASTM D3034. PROVIDE NECESSARY FITTINGS AS REQUIRED. • 4. PROVIDE 3.5' MIN. COVER OVER WATER LINES. 5. COORDINATE BLDG. SYSTEM CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH PLUMBING CONTRACTOR. VERIFY THAT THERE ARE NO CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UTILMES. 6. COORDINATE INSTALLATION OF NEW WATER UTILITIES WITH WATER DISTRICT NO. 125. 7. BACKFLOW PREVENTOR AND REMOTE READ DETECTOR METER LOCATED INSIDE BUILDING, SEE MECHANICAL DWGS. 8. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2). •■■■ •■■■■■•■■•••■• It% •■• /5• ■4011. ;0407.ccoif zt Jo _ PM • CLEAN EXIST. 18" SD PIPE AND OUTLET AND PROVIDE 3'X5'X1' :THICK 6"-8" QUARRY SPALL RIP . RAP OUTFALL PAD ! ..IE 280,0± ■■■•■■■•• ■■ ■■•■,.a■M■■ ■■ ■■ •■••■■■mm.1417 1■41 12. CLEANOUTS SHALL BE PER CITY OF TUKWILA STD. DETAIL SS-03. 13. TYPE 1-L CATCH BASIN SHALL BE PER WSDOT STANDARD PLANS. 1 • ' rulexiwAtevictivi,e/A/4 tifpwakr to* /605 4 ' rriA5740e 7,4" ea*: ywie, 7 dis 4" (. 1 /-`, C ( 1.4‘ ■) EXCEED ALL APPUCABLE SHORING LAWS FOR 9. AL TRENCH EXCAVATION OPERATIONS SHAU. MEET OR TRENCHES OVER 4-FEAT DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 10. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5 MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 11. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. •-• •M■I ■ •■•• r /4414-4 1 10 I • -•—,) DATUM • i 7' " , . '. :..) / 1 .--.1_,,, 4 . , 1 . C 4-' , 1 \ / . 1 i / .,.,-- i '- A: v . ' I - • 7 4'1 1 1, , /5. / 4 - -I / • ) , , . ; • .t t„ • 1, t i C V 1 ■Imim11N10...■•e■ ■lite SCALE: 4! 2\1 ". ( 4" 1 • 0 ! / • REVIEWD FOO , CODEp, NIPLIANcE Ak‘itoVDj JUN - BUI 'DING Drvisi Tukwiia . Ci ty • , •, . . ;.t These_planOav--been By the Public - orks Depirtment for conformanOe with current omisicais ! 1 It, adopitesta _ City standa ds.Accp is sub v -l o c i t ?t t i ; ti e s : of - 4e responsibiliw ors and n e e r a A cte d q a u it a i c o r ris, or - t de h ieu , ;_ 4 7141.L 4re r ins9 ,7 - 9 dras Life Y-re:s415Mtai:f0- for subsequent approvaL -• Final acceptance is subject to field inspection by the Public Works utilities inspector. - i after this date will void this acceptance irdra4dInancg Date.: By RECEIVED CITY OF TUKWILA MAY 0 9 2007 CALL 48 HOURS PERMITCENTER BEFORE YOU DIGI 1-800-424-5555 s p nngne ctioz3.9 Lf; Civil Engineering' Site Development 'Transportation 31 31 Western Avenue, Suite 501 ph 206 957 8311 Settle, WA 98121 fax 206 957 8313 1 Edb40 architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 1 0 425.226.9115 Fax EXPIRES: 01/15/09 ISSUE: BID DOCUMENTS DATE: 01 SHEET: SHEET TITLE: DRAINAGE AND UTILITY PLAN A 05/01/07 2628 c3 11=1;1=•=1;11111101=11111 AY 07 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH EX PAVING 1 "R PAVING CEMENT CONCRETE COMPACTED SUBGRADE RESTORE LANDSCAPE PER LA PLANS 5/8" MINUS COMPACTED CRUSHED ROCK BEDDING COMPACTED SUBGRADE NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. ACP CEMENT CONCRETE CURB IN ROW, SAWCUT AND RESTORE PAVING IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. AND CITY OF TUKWILA DETAIL RS -3. IN AREAS OF NEW PAVING, INSTALL PAVEMENT PER PAVING PLAN JJ 0 rr: /1 ,. 7, y .L! - r / ,.•, .ice Li 0 w EL CL NTS i W MAX W =1.5 x PIPE DIA + 18 °MIN FOR 6" W =27 "MIN 8" W =30 "MIN 12"W =36 "MIN RIGID PIPE 6" 3" ACP CLASS 1 /2 ", PG 64 -22 4" CRUSHED SURFACING TOP COURSE. EX PAVING 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1 /2 "R GRADE* * DEPRESS GRADE AT CURB NOTCHES PER CURB NOTCH DETAIL 5/8" MINUS COMPACTED CRUSHED ROCK BEDDING W =1.5 x PIPE DIA + 18 "MIN FOR 6" W =27 "MIN 8 W =30 "MIN 12"W =36 "MIN W MAX NOTE: TRENCH BEDDING AND BACKFILL IN THE ROW SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA DETAIL WS -18. TYPICAL TRENCH SECTION FLEXIBLE PIPE RESTORE LANDSCAPE PER PLANS 1 /4" DEEP "V" GROOVE 1 R #4 TOP & BOTTOM CONTINUOUS BETWEEN EXPANSION JOINTS COMPACTED SUBGRADE WHERE WALK WIDTH > 6', PROVIDE 3" CRUSHED SURFACING TOP COURSE COMPACTED TO 95% MODIFIED PROCTOR UNDER WALK 3" O.D. SEE ARCH. PLANS CONCRETE PAVING OR LANDSCAPE AREA PRE MOLDED JOINT FILLER 3 EXTENSION AS REQUIRED 4" X 3" REDUCER 3 1/2" CEMENT CONCRETE COMPACTED SUBGRADE NOTE: CONCRETE SHALL BE CLASS 5(3/4). CONCRETE WALK /PATIO NTS `D PVMT rr4 NTS 1' -6" 0 PER PLAN '7 0 1-" CONCRETE CL 3000 _2% o ° � • NOTE: PROVIDE CONTRACTION JOINTS (3/8" X 1-1/2") AT 12' INTERVALS. SCORE WALK INTO 4' SQUARES WITH "V" GROOVE 1/4" DEEP. INTEGRAL CURB AND SIDEWALK DOWNSPOUT CONNECTION NO HUB CONNECTOR WITH SS SHIELD. PAINT TO MATCH DS PIPE. 4" 45' BEND 4" PVC SDR 35 ASTM 3034 TO CONNECT TO SD MAIN @ S =2% MIN. 3 - #3 BARS CEM. CONC. WHEEL STOP NOTE: PROVIDE PIPE REDUCERS AND FITTINGS AS REQUIRED. PLAN 4 "GIP GIP PER ASTM A 53 SCHEDULE 40 CURB DISCHARGE NTS SECTION EDGE OF PARKING STALL 6' LONG CEMENT CONC. WHEEL STOP #8 REBAR ANCHOR WITH 18" EMBEDMENT IN SUBGRADE OR EPDXY BOND LIMITS OF TEXTURE FLUSH WITH PAVEMENT r-- SLOPE SIDEWALK TO DRAIN 2% MAX. VERTICAL CONCRETE CURB OR CURB AND GUTTER PAINT CURB YELLOW ADJACENT TO RAMP, TYP ELEVATION 4 "GIP RVIEwED FOR CODE COMPLIANCE APPROVED - n 2001 City Of Tuionla BUILDING DIVISION GUTTER FINISH GRADE ' 7 RECEIVED CITY OF TIJ KVVI I�► MAY p 0 9 200 �j PER bv6ATCEN B ER � 'r �'j aY.� au i in a� e LL_ Civil Engineering 1 Site Development (Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 architect 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES: 01/15/09 ISSUE: BID DOCUN DATE: 01 MAY 2007 SHEET TITLE: CIVIL DETAILS no5io,io7 SHEET: 2628 C4.0 ENTS SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH i GEN. NOTES 1 SEE A5.1 FOR TYPICAL UNIT PLAN. 2 VERIFY VENTILATION SHAFT DIMENSIONS WITH MECH. MAINTAIN 42" CORRIDOR WIDTH, MIN. 3 CAREFULLY DEMO AS REQ'D. SEE HAZMAT SURVEY REPORTS FOR (E) GWB, VAT & OTHER MATERIALS © EXISTING BLDG. INTERIOR FLAG NOTES ADD NEW CHAIR RAILS ON BOTH SIDES OF CORRIDOR, TYP. SEE 1/A5.4 ADD NEW HAND RAILS TO ONE SIDE OF CORRIDOR, TYP. SEE 1/A5.4 ADD NEW CORNER GUARDS TO ALL CORRIDOR CORNERS, TYP. 1/8" =1 8' 4' 0 8 ' 16' • NEW MTL. & GLASS CANOPY WREN r .M= rte= r ="1•111 Wald u— STAIR # .(E) FE VENTILATION SHAFT V l l ■. z ,,,,r�ms RRED...SPACE FOR UIT RISERS. FEC AY RHQ.N 42' -0" 46' -0" rrrrrrrrrr 0 c) Zzr 0 d- 0 co 8' -0" 8' -0" 21' -0" 42' -0" UNIT 42 -0" UNIT 1 108 I 21' -0" O COORI OR 21' -0" UN 42' -0" 42' -0" 134' 134' -5" 1 106 I IT 105 - 138' -0' 42 0" UNIT 1 104 1 21' -0" (E). DRINKING FOUNTAIN WOMEN - )I 104 I O ITCHE 105 105 MAINTENANCE & STORAGE 21' -0" 0 I107I 106C SECOND FLOOR PLAN 1/8" = 1' -0" 21' -0" D A2.1 IA42 42 m n -0" 07 FIRST FLOOR PLAN 1 /8" = 1' -0" • ▪ ■r ■ rr' UNDRY 10E 106D MEN 1 21' -0" 9' -9" A2.1 1 MECH. ROOM 111 LOBBY 1. 102 � 1 A5.5 rorrel MIMI ■r".r,■ OFFICE 110 I . _ • E _EVATOR MACHINERY 1 109 I 1- 1 IR #1 9 a co M 3 A5.5 A5.3 REVIE.WED FOR NCE CODE APPROVED �uN - 4 2N1 City Of Tukwila BUILDING DIVISION FIECEIVED CfTY OF TUKWILA MAY 0 9 2001 PEa ITCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 ISSUE: PERMIT SET SHEET TITLE: FIRST & SECOND FLOOR PLANS SHEET: 2628 A2.1 ` EGISTERED ARCHITECT GEOF REY E. ANDERSON STATE OF WASHINGTON DATE: 05 MAR 2007 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH 0 1 /8" = 1' -0" GEN. NOTES 1 SEE A5.1 FOR TYPICAL UNIT PLAN. 2 VERIFY VENTILATION SHAFT DIMENSIONS WITH MECH. MAINTAIN 42" CORRIDOR WIDTH, MIN. 3 CAREFULLY DEMO AS REQ'D. SEE HAZMAT SURVEY REPORTS FOR (E) GWB, VAT & OTHER MATERIALS @ EXISTING BLDG. ROOF GENERAL NOTES 1. EXISTING ROOFING TO BE REMOVED & REPLACED AS SHOWN. DEMO ROOFING DOWN TO ORIGINAL ROOF MEMBRANE LAYER, (SEE HAZ -MAT SURVEY REPORT) SLOPE NEW ROOF AS SHOWN. RIGID INSULATION SHALL PROVIDE R -38 MINIMUM INTERIOR FLAG NOTES ADD NEW CHAIR RAILS ON BOTH SIDES OF CORRIDOR, TYP. SEE 1/A5.4 ADD NEW HAND RAILS TO ONE SIDE OF CORRIDOR, TYP. SEE 1/A5.4 ADD NEW CORNER GUARDS TO ALL CORRIDOR CORNERS, TYP. 8' 4' 0 8' 16' a - - STAN PIPE - TYP 10 I (E) FALL PROTECTION T REMAIN TYP ROOF TOP UNIT PER MECH MNFR CURB 2 A2.2 A4.3 0 -ROgF DETAILA2.2 T (E) SKYLIGHT (E) NAND PIPE -TY 3 A4.4 ROOF PLAN 1/8" = 1' -0" 1/8" = 4 A2.2 A4.3 (E) DO*NSPOUT FROM LEV. ROOF (Ej PRECAST C NC. BLK., (EYOPENING FOR STAIRS , TO ROOF 14 A2.2 A4.4 (E) METAL GUTTER A2.2 THIRD FLOOR PLAN � A4 3 DEMO "SHAKER TOWN" ROOF, TYP. 6 A2.2 A4.3 VENTI A TION SHAFT LOCATE NEW WINDOW @ LOBBY LOCATE OVERFLOW SCUPPERS EITHER SIDE OF FIN WALL D.S., TYP. NEW MTL & GLASS CANOPY ikenV CODE. COtAFLIPACE. o vitove D -1 1 ® OF T1 CITY KWILA MAY 0 9 2007 PERMITGE I T ER a chitec 607 SW Grady Way Suite 210 Renton, WA 98055 425.2263522 Phone 425.226.9115 Fax STAMP l 8404 GEOFFREY E. ANDERSON STATE OF WASHINGTON c I 0 Z cr w O 00 H CO iinDa) Q <oZ coo Z D — Z Z < > Fi) C I Li W r mo 0 kid CC o F w C9 cc ISSUE: PERMIT SET RE 9 !STEREO AR CHITECT DATE: 05 MAR 2007 SHEET TITLE: THIRD FLOOR & ROOF PLANS SHEET: 2628 A2.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH RCP KEY 0 SURFACE OR RECESSED H.I.D. OR COMPACT FLOURESCENT LIGHT FIXTURE, SEE ELECT. FIXTURE WITH EMERGENCY BATTERY PACK, SEE ELECT. SURFACE OR RECCESSED FLOURESCENT LIGHT FIXTURE, TYP. ® CEILING MOUNTED FAN SOFFIT NEW 2x4 ACOUSTICAL CEILING TILE NEW GWB o 0 4 1 210 1 211 O -ACT 1 208 I 1 110 1 109 1 -ACT- 1 1 209 I 11081 CQORIDO / 0 1201 I 0 fi CO ORIDOR o f 1p1 I 0 1 207 1 106 1 1 205 I 1 104 0 0 0 1 203 MAINTENANCE & STORAGE 1 107 1 1 202 0 ACT- 1 201 1 o Q FACT -- 0 0 KITCHEN 1 105 0 DEMO (E) ACT CEILING 0 0 0 0 GWB O SECOND FLOOR RCP 1/8" = 1' -0" 0 0 0 0 FIRST FLOOR RCP 1/8" = 1' -0" 1/8" = 1' -0" 0 OFFICP 1 106A I 0 0 ACT- 8' 4' 0 ELEVATOR MACHINERY IoI +o LIGHTING PER ELEC., TYP. GWB J 8' • R ONO FOR CODE COMPLIANCE APPROV �v - / 20.1 City Of Tulala BUILDING DIVISION RECEIVED CITY OF TUKW!IA MAY 0 9 2007 PER MIT CENTER 16' o arch ;tads 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 RE ISTEREO CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON �o Z cc 1 4 1 0 co � ~ ern a z �0 U�w Q > >cn cc 0 < CC ro LLI ZZ ° J 0 1-40T- D OC U I C3 cc ? ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRST & SECOND FLOOR RCP SHEET: 2628 A2.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ RCP KEY o SURFACE OR RECESSED H.I.D. OR COMPACT FOURESCENT LIGHT FIXTURE Q FIXTURE WITH EMERGENCY BATTERY PACK CEILING MOUNTED FAN SOFFIT NEW 2x4 ACOUSTICAL CEILING TILE NEW GWB m 1 310 1 308 0 —GWB- o COORIDOR 0 1 307 1 I316I 1 305 1 304 O 0 GWB 0 1 303 I 0 1 301 0 LOBBY 0 1 302 THIRD FLOOR RCP 1/8" = 1' -0" ROOM SERVICE fr lEja 1 /8" = 1' -0" SOFFIT @ PERIMETER ON 3rd FLOOR (E) SKYLIGHT 8' 4' 0 REVIEWED FOR CODE COMPLIANCE: APPRO - L 2001 Of 11.314. BUILDING DIVISION 8 ' RECEIVED CITY OF TUKWILA MAY 0 9 2007 FUND 16' 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOF REY E. ANDERSON STATE OF WASHINGTON 8 04 REGISTERED A' . ITECT C >- � Z cc W 0 00 I I - I- I° r < <OZ ®- � O Q (D FLU F - W Z D 0 (� cc 0Q< C I T I-- Q I— 0 D ®C 0 I~ E ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: THIRD FLOOR RCP SHEET: 2628 A2.4 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH REMOVE BRICK - - • - • - _ _ _ • _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - . _ - - - - - - - - - - - - - - - MI - - - - • - • - - - - - - - - M - ___ -__ . _ - - - -- _______ . - - - - - - - - - - • - - - . -- - - - - -- - - - - - . - - - - - - -- • - • - • - - - - - - - - - - - - - - - MI MI - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - _ _ MI _ DEMO (E) CANOPY • • _ • • lw • ■ _ • • _ • • ■ _ ■ _ • • • _ EXTERIOR DEMOLITION NOTES 1 EXISTING VINYL SIDING TRIM AND FOAM UNDERLAYMENT TO BE REMOVED TO EXPOSE (E) EXTERIOR GRADE CEDAR VENEER PLYWOOD. 2 PATCH AREAS OF PLYWOOD FOR UNIFORM SURFACE TO RECEIVE NEW SIDING. 3 ALL WINDOWS TO BE REMOVED /REPLACED. MI A3.1 A4.1 JounineHt !11Imi11mrr - ImI11mI1 ormInin 111m111m1 I11mII . II11mIIImI I...~.....� limilmm1Il I11 311111111111111111111111111111 =III1mIIImII11mIIImIII :miiimi1Iniiiimi1Imi 1mIIImIII 111IIImI11n1 :IIIiuiuiiiiiiiimiiiirul111 IIIImIIImIIIImIIImIII :fluirrieleimumormin I IJ1 :IImIIImII IIIIIIIImIHI DE O DOOR PAVING AT "ARKING (E) REMOVE "SHAKER TOWN" SHINGLE PANELS T • it ■�■ I ■ .. A3.1 A4.1 • • REMOVE & SALVAGE BLDG. PLAQUE FOR INSTALLATION © NEW LOCATION. *ft *ft 0 Zo (E) PROJECTING RETAINING WALL MAINTAIN (E) METAL FLASHING DEMO (E) DOOR CANOPY REPLACE DOOR DEMO (E) METAL RAILING r rr REMOVE BRICK THIRD SECOND+ DEMO (E) VINYL SIDING AND FOAM BOARD UNDERLAYMENT, TYP. WALL AT TYPICAL UNIT (E) METAL FLASHING f TYPICAL PAIR OF UNITS A3.1 A4.1 (E) FIN. GRADE AT BLDG. 01 MAINTAIN (E) SIDEWALL EXHAUST VENTS - TYP A3.1 A4.1 DEMO CONC. LANDING (E) EDGE OF PARKING PAVING NORTH ELEVATION -DEMO 1/4" = 1' -0" DEMO (E) SCUPPERS & DRAIN PIPES, TYP. WEST ELEVATION -DEMO 1/4" = 1' -0" REMOVE (E) METAL FLASHING (E) WALK GRADE AT ENTRY DEMO (E) VINYL SIDING AND FOAM BOARD UNDERLAYMENT, TYP. 1/4 "= 1' -0" 1 DEMO SIDE PORCH REVIEWED FOR CODE COMPLIANCE APPROV SUN - 2001 Oty Of TIAila BUILDING DV_' N [LJ 1 L 11 RECEIVED CITY 07 TU KWI LA MAY 0 9 2007 PE2MITCEN T ER 3' 2' 1' 0 2' 4' 8' a.r b STAMP a r c h i t e c t s 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 8404 R !STEREO CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON �o z cc 1 4 0 00 cr' 1— < < o z cr) o < LL1 1-- w — zz OCOLum �2 � r ZZv � 0 CC U I > c� cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: EXTERIOR ELEVATIONS - NORTH & WEST -DEMO SHEET: 2628 A3.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH m f (E) TYPICAL FIN WALL END EXTERIOR DEMOLITION NOTES 1 EXISTING VINYL SIDING TRIM AND FOAM UNDERLAYMENT TO BE REMOVED TO EXPOSE (E) EXTERIOR GRADE CEDAR VENEER PLYWOOD. 2 PATCH AREAS OF PLYWOOD FOR UNIFORM SURFACE TO RECEIVE NEW SIDING. 3 ALL WINDOWS TO BE REMOVED /REPLACED. (E) REMOVE "SHAKER TOWN" REMOVE (E) METAL SHINGLE PANELS FLASHING TOP OF PROJECTING RETAINING WALL MAINTAIN (E) SIDEWALL EXHAUST VENTS - TYP REMOVE (E) METAL FLASHING DEMO (E) VINYL SIDING AND FOAM BOARD UNDERLAYMENT, TYP. A3.2 A4.1 DEMO (E) SCUPPERS & DRAIN PIPES, TYP. 11 DEMO EXIT DOOR CANOPY. DEMO (E) VINYL SIDING AND FOAM BOARD UNDERLAYMENT. TYP. A3.2 A4.1 REMOVE 1/4" = 1' -0" ALL TRIM, TYP. B MAINTAIN (E) METAL FLASH'G REVIEWED FOR CODE COMPLIANCE ��� APPS JU t - n 2007 C O Of Tuwiiia BUILDING DIVISION THIRD SOUTH ELEVATION -DEMO 1/4" = ELEVATION -DEMO rfC(E) ROCKERY ( 1/4 "= 1' -0" 3' 2' 1' 0 ROOF THIRD SECOND T FIRST T SECOND FIRST RECEIVE CITY OF TUKWILI\ MAY 0 9 2007 2' 4'PEs LITCEP ER b STAMP architect 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 8404 REGISTERED 9�RCHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON �o Z cc 1 4 0 co I I c° o N; aQOz o a Z w � U�w z Q > >c� CC 'Cifl LU Z Z�� I-- 0 CC I > C3 OC ? ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: EXTERIOR ELEVATIONS - SOUTH AND EAST -DEMO SHEET: 2628 A3.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH 4 4 kr v 4 4 4 #4 @NQSIIVG a 4 ABRASIVE NOSING TYP CONCRETE STAIR & HANDRAIL 1" =1' -0" (det- 12.dwg) 4 4 4 4 A3.3 A6.2 //, 1' -0" 1 A3.3 A3.3 12 WALL AT TYPICAL UNIT (E) METAL FLASHING (E) PROJECTING - RETAINING WALL 2' -0" —> { A A3.1 A4.2 METAL FLASHIN TYPICAL PAIR OF UNITS (E) FIN. GRADE AT BLDG. SIDEWALL EXHAUST VENTS — a@ FLOORS 1 & 2 - TYP / /1 NEW LANDING, STAIRS & CONC. WALKWAY. A3.1 A4.2 A3.3 A3 NORTH ELEVATION 1/4" = 1' -0" A3.3 A4.2 OVERFLOW SCUPPER, TYP. /s P. /1 -CONC STAIR & RAILING 1 /4" = WEST ELEVATION 1" = 1' -0" 1' 6" 0 1/4 "= 1' -0" I� 3' 2' 1' 0 2' 2' -0" c4 m c9 ce) ROOF* THIRD+ SECOND* REIlIEVVE.D CODE COMP APPROVED - A 2001 Cif Of Tukwila BUILDING DilSIOI ROOF+ THIRD SECOND 4' ar k eC 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOFFREY E. ANDERSON STATE OF WASHINGTON ISSUE: PERMIT SET REGISTERED CHITECT A3.3 A4.4 DATE: 05 MAR 2007 SHEET TITLE: EXTERIOR ELEVATIONS - NORTH AND WEST -NEW FIRST .7-7.1 VED CM' OF TU KWILA MAY 0 9 2007 SHEET: 2' 4' FEI a a T CE d Eli J\3 . 3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH TOP OF PROJECTING RETAINING WALL B A3.4 A4.2 SIDEWALL EXHAUST VENTS @ FLOORS 1 & 2 - TYP. OVERFLOW SCUPPER. TYP. SOUTH ELEVATION 1/4" = 1' -0" M/ INTAIN (E; METAL FLASH'G THIRD NEW MECH. UNIT PER MECH. EAST ELEVATION 1/4" = 1' -0" 1/4" = 1' - 0" (E) ROCKERY 3' 2' 1' 0 REVIEWED FOR CODE COMPLIANCE APPRO - A 2001 City Of TLIWIlla BUILDING DIVISION ETAL RAIL 2 ' SECOND RECEIVED CITY OF TU KWILA MAY 0 9 2007 PEE LITCEN T ER FIRST+ 4' ROOF CANOPY 8' arc , e rt 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP i GEOFFREY E. ANDERSON STATE OF WASHINGTON C 1- CD Z cc Wa co r CCDDm Q < g C�� W Z D0 z z C, Lu < > co cc 0 < < II rn II a J 0 M 0 D cc o I° W cc z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: EXTERIOR ELEVATIONS - SOUTH AND EAST -NEW SHEET: RE !STEREO ., `CHITECT 2628 .b A3.4 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH WALL SECTION 1/2" =1 -0 (wa- 01.dwg) A AX.X A4.1 DEMO (E) MANSARD PARAPET, TYP REMOVE ALL METAL BRACKETS & WOOD TRIM, TYP. SEE 3 -A4.3 WALL SECTION 1/2" -1 -0 o _LJ 1I L. 1 (wa- 02.dwg) 2X4 STUDS @ 16 O.C. ALL 3F FLOOR BEARING WALLS 2X4 STUDS @ 16" O.C. ALL 2NO FLOOR BEARING WALLS A4.1 A4.3 3X4 STUDS @ 16 O.C. ALL 1ST FLOOR BEARING WALLS CV WALL SECTION 1/2" -1 -0 (wa- 04.dwg) o DEMO (E) BRICK VENEER MAINTAIN (E) TRIM @ BASE OF WALL - TYP AX.X A4.1 DEMO (E) BRICK VENEER, MAINTAIN (E) GWB LAYER BELOW DEMO (E) MANSARD ROOF OVER ENTRY CUT OPENING FOR NEW WINDOW 2' 1/2" = 1' -0" WALL SECTION 1/2" -1 -0 GENERAL DEMOLITION NOTES 1. ALL EXISTING SIDING & TRIM SHALL BE REMOVED DOWN TO (E) WOOD SHEATHING 2. PATCH EXISTING SHEATHING AS NEEDED TO APPLY NEW EXTERIOR SIDING 1' 0 (wa- 05.dwg) 2' 4' A4.1 A4.3 AX.) ±4.1 REVIEWED FOR CODE COMPUWCE APPRO 10N - A 2110 Ot BUILDING DIVISION RECEIVED CITY OF TUKWIL MAY 0 9 ZUu i PE-ER-CENTER 6' ar h tect 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 640 GEOFFREY E. ANDERSON STATE OF WASHINGTON RE ISTERED CHITECT 1- 0 CC 0 00 = D <oz 0 LU I— Z z CO uJ cr I V7 w z z cc I--." w ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: WALL SECTIONS - DEMO SHEET: 2628 A4.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH (E) 2x12 BLOCKING - NOTCH FOR 2x6 OR 3x6 UNIT (E) 2" SOUND BATT INSUL IN UNIT TO CORRIDOR WALLS nmm11m11111111 11111IIIHHJ 4mmmmmmm i l- : - , , r` INTERIOR WALL DETAIL 1" =1 -0" (ro- 04.dwg) (E) 2x6 OR 3x6 @ 12" (E) 5/8" GWB DEMO (E) ACT CEILING, REPLACE W/ NEW Li, CORRIDOR O co ( A4.1 A4.2 WALL SECTION • 1/2" =1 -0 (wa- 01.dwg) " 1 AX.X,A4.1 WALL SECTION 112 --1 -0 (wa- 02.dwg) 2X4 STUDS Gal 16 O.C. ALL 3RD FLOOR BEARING WALLS 2X4 STUDS @ 16" O.C. ALL 2ND FLOOR BEARING WALLS 3X4 STUDS © 16 O.C. ALL 1ST FLOOR BEARING WALLS B AX.X 54.2 CV WALL SECTION 1/2" =1' -0" >::.. zi7;:<' i;,. ii�Ssi •'.s:.e•�::.r::i3`.�E::Fis°; 7 4 • A r (wa- 04.dwg) l A4.2 A4.3 MAINTAIN (E) TRIM @ BASE OF WALL - TYP AX.X A4.2 034i0079-- 1 . 1 0 J f • i 3 : r.1a NEW ROOFING SLOPE • • (E) 2x12 @ 16" E) ACOUSTIC TILE NEW GWB CEILING GLUED OVER (E) ACT SOFFIT REMOVE & REPLACE SUSPENDED ACOUSTIC 1 TILE REMOVE & REPLACE SUSPENDED ACOUSTIC TILE A4.2 CORRIDOR SECTION 1/2" =1-0" (wa- 03.dwg) 2' 1' 0 1/2" =1 1' 6" 0 2 ' SLOPE 2' RECEIVED CITY OF TUKWILA MAY 0 9 2001 PEI M1TCEN T ER 4 ' D AX.X A4.2 6' 4 ' 013 STAMP 8404 SHEET: a c h e c s 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax RE !STEREO CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON c I0 Z cc w p co � I I- cc) H <OZ u a C3w1- ® z Z CC 0 < < C ILI 0 0 0 o w cc Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: WALL SECTIONS - NEW 2628 A4.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH DEMO (E) 2x8 CAP & METAL FLASH (E) 1/2" GYP SHTG qi DEMO (E) 1x2 MAINTAIN (E) 5/8" SHEATHING DEMO (E) VINYL SIDING & FOAM BOARD - TYP DEMO "FRAMES" FROM 2x12 & 2x8 @ 16" OC @ JOIST PROJECTIONS DEMO SHAKERTOWN SHINGLE PANELS & 1/2" GYP SHTG CUT 2x12 BACK TO 4 / BE FLUSH W/ FACE / 1/ OF BLDG. / / 1 / I ! 4 1 1 1 DEMO 1/2" GYP SHTG DEMO CONT SCREENED VENT 5/8" ROUGH -TEX SIDING DEMO (E) VINYL SIDING & FOAM BOARD - TYP DEMO (E) ZEE FLASHING @ HORIZ JOISTS OF VERTICAL GROOVE SIDING DEMO (E) 2x12 TRIM & MOUNTING BRACKETS [1 r == II II II DEMO METAL I - FLASH & CONT 1x3 1 l \, �� / I 1 1 I / 1 / I /// l i l 1 L7 �? 6 10 1/2" 1 DEMO / e '1 O y;iix;;x,wa4i;i a DEMO DEMO DEMO (E) SIDING (E) 1/2" GYP SHTG TO REMAIN DEMO (E) ROOFING, FLASHING, CANT STRIP & ASSOCIATED ROOFING MATERIALS DOWN TO (E) ROOF AND PLYWOOD SHEATHING 1 77 PARAPET DETAIL 1 1/2" =1' -0" • REMOVE BUILT -UP ROOF, 5/8" PLYWD & METAL FLASH CONTINUOUS CLEAT DEMO (E) VINYL SIDING & FOAM BOARD - TYP PARAPET DETAIL 1 1/2" =1' -0" • BASE VINYL - ASBESTOS TILE 3/8" CHIPBOARD UNDERLAY 1 3/8" "HOMASOTE" BOARD SUBFLOOR 2x12 @12 "OC 5/8" GWB (2) 2x4 PLATE (2) 2x10 HEADER - TYP WALL DETAIL 1 112" =1' -0" CONTINUOUS CLEAT (E) PLYWOOD SHEATHING TO REMAIN, PATCH AS REQUIRED (det -01 c.dwg) (det- c02.dwg) (det- c06_dwg) FLASHING co EXHAUST VENT @ FLOORS 1 & 2 WHERE INDICATED 2x12 @ FLOOR LINES 1x TRIM @ TOP & BOTTOM OF 2x 1 A4.1 A4.3 1"/ FT SLOPE 1 " /FT SLOPE 2 A4.1 A4.3 3 A4.1 A4.3 NEW NEW NEW (E) FRAMING (E) FLOOR FRAMING . ' • PAINTED GALV SHEET METAL COPING GALV SCREWS W/ NEOPRENE WASHERS AT 24" 0.C. MAX. CANT STRIP ROOFING ON RIGID INSULATION BOARD SISTER FRAMING PER STRUCTURAL FOR INCREASED PARAPET HEIGHT (E) FRAMING PAINTED GALV SHEET METAL COPING GALV SCREWS W/ NEOPRENE WASHERS AT 24" 0.C. MAX. CANT STRIP ROOFING ON RIGID INSULATION BOARD CO DEMO METAL FLASHING & CONTINUOUS 2x6 DEMO " SHAKERTOWN" 1 1 SHINGLE PANELS & GYP / // SHTG 4 // 1 DEMO 2x4'S @ 16" OC @ JOIST PROJECTIONS CUT 2x12 BACK TO BE FLUSH W/ FACE OF BLDG. DEMO (E) VINYL SIDING & FOAM BOARD - TYP DEMO 2x4'S @16 "OC DEMO 26 GA FLASHING & GUTTER DEMO 1x6 DEMO CONTINUOUS SCREENED VENT & DOWNSPOUT @ SOUTH WALL DEMO 2x6 — r BLKG, 2x12 TRIM 'VI / &2x2 TRIM I I�l L LF 9 ./ DEMO DEMO REMOVE METAL FLASHING & CANT STRIP BUILT -UP ROOF DEMO 1x2 2x6 T &G DECKING (E) 5/8" GWB 2x4 STUDS @ 16" MAINTAIN (E) 1/2" GYP SHTG DEMO BRICK VENEER DEMO ROOF DETAIL 1 1/2" = 1' -0" MAINTAIN (E) 2x VERTICAL FRAMING & SHEATHING DEMO 5/8" SIDING BU ROOF 5/8" SHTG PARAPET DETAIL 1 1/2" =1' -0" • T � �; / DEMO 2X6 @ 16" OC � 11/1:i / I DEMO 1/2" GYP SHTG & 1 5/8" "ROUGHTEX" SIDING I DEMO FOAM BOARD & VINYL SIDING 1 2' -6" 1 PARAPET DETAIL 1 1/2" =1' -0" • DEMO METAL FLASH & CANT CONTINUOUS CLEAT STRIP (det- c03.dwg) (det- c04.dwg) (det- c05.dwg) A4.1 A4.3 NEW ROOF FRAMING PER STRUCTURAL 5 A4.1 A4.3 NEW 1"/ FT SLOPE NEW - 77 7 I 1 6 A4.11A_4.3 8 " 1 1/2" = 1' -0" ew ��������� 4" 0 (E) FRAMING 6 PAINTED GALV SHEET METAL COPING — ROOFING ON RIGID INSULATION BOARD GALV SCREWS W/ NEOPRENE WASHERS AT 24" 0.C. MAX. MATCH ADJACENT PARAPET HEIGHT 1 8W DE COMPLIANCE APPRO J UN — 4 2OO1 G� Of YO�A�a� BUILDING WAWA ! NOTE: SEE 6/A4,4 FOR NOTES IN COMMON RECEIVED CITY OF TUKWILA MAY 0 9 2001 P E R M I T CENTEP 2 oe at itects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 REGISTERED CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON co I— Z W Q o0 � ~ ern a< �z Q0w � 0 W Zz z Q > > cc 0 c=i� Q Lll ZZ °� 00 � � > C3 CC -4 ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: DETAILS SHEET: 2628 A4.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH X H TYP PARAPET CONSTRUCTION SEALANT VENT HOLE 2X DS WIDTH VERIFY co X N w DOWNSPOUT EXTERIOR SIDE METAL FLASHING 2x12 3 A4.4 A4.4 OPEN TO SCUPPER PER ROOF PLAN SEE 1/A4.4 METAL FLASHING 6" ROOFING OVERLAP NOTE: AT OVERFLOW SCUPPER, LOCATE BOTTOM OF OUTLET 2" ABOVE ROOF DRAIN ELEVATION, SOLDER ALL SEAMS THROUGH -WALL SCUPPER • 1 1/2" = 1'-0" (ro- 12.dwg) • 2' -0" PARAPET DETAIL 1".1.-o" FIN WALL DETAIL 1-1/2" = 1'- 0" ROOF MEOBRANE COUNTER- FLASHING, VERIFY LOCATION (–METAL FL ASHING ALL (4) SIDES CO OPENING, SEAM & ,EAL ALL JOINTS si r TY`P. ROOFING I (E) FRAMING SHEET METAL CONDUCTOR HEAD (det- 09.dwg) (det- 08.dwg) 2' -0" ®II 11 3/4" x INTERIOR SIDE ( A2.1 A4.4 STL. POST PER STRUCT. LINE OF OPENING FOR SCUPPER WHERE INDICATED (E) EXTERIOR WALL BUILDING PAPER WALUPARAPET HARDI- SIDING NEW D.S. PER PLAN EXTERIOR PLY HARDI -PANEL NOTE: STRIP OFF (E) SIDING & FOAM BACKING - GYP SHEATHING TO REMAIN 1x TRIM 3 A4.4 A4.4 LINE OF FIN WALL METAL FLASHING • TIE BACK STL TUBE 6x2 COLOMN @ CORNER PER STRUCTURAL • STL FRAME PER STRUCTURAL GLASS SLOPE TO GUTTER & DS LINE OF WALL BEYOND 3' -0" CANOPY DETAIL @ SOUTH DOOR 1" = 1' -0" (2628 DET- 10.dwg) 1 1/2" = 1'-0" (ro- 11.dwg) • DS BLDG TRIM 4 A3.4 A4.4 NOTE: SEE 4/A4.4 FOR NOTES IN COMMON CANOPY DETAIL @ SOUTH DOOR 5 1" =1' -0" (2628 DET- 10.dwg) A3.4 A4.4 . �:�.:,: :!i!i!is* NEW SIDING NOTE: SEE X/A4.3 FOR NOTES IN COMMON ROOF @ HIGH WALL (ELEV PENTHOUSE 2 -PIECE GALV SHEET METAL FLASHING REGLET BY GC 1/2" CEMENTIOUS BD. CONT. CANT BASE FLASHING (PLIES) FASTEN @ TOP ROOFING ON RIGID INSULATION BOARD (E) FRAMING jA4.4 1" = 1' -O" 070 07z 8" 1 1/2" =1 1' 6" 0 CEVIE Co&E COMpU NCt APPR 3'j' - A C ` Of 7 BUDDI D J RECEIVED CITY OF TI 1 MLA MAY 0 9 2001 PER d'aai TCEN I ER 4" 0 6" 1' 2' 2' 4' orb architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP RE STEREO CHITECT GEOFFREY E. ANDERSON STATE OF' WASHINGTON ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: DETAILS SHEET: 2628 A4.4 r ■ SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1° IN LENGTH CEILING FURRED TO 7' -0" BATH COVE HEATERS PER MECH. BEDROOM RCP - TYPICAL UNIT PLAN 1/2" = 1' -0" CLOSET SOFFIT, TYP. SEE FIRE SPRINKLER PLAN FZES EL- KITCHEN LIVING - DINING ENTRY CLOSE r (E) VINYL FLOOR [ALT.] TO REMAIN UNIT PLAN NOTES 1 CAREFULLY DEMO AS REQ'D, SEE HAZ -MAT. 2 CUT & REMOVE (E) CPT AS INDICATED ON PLAN. 3 REMOVE (E) VINYL FLOOR IN KITCHEN. PATCH & REPAIR SUBFLOOR FOR UNIFORM BASE TO RECEIVE NEW LINOLIUM PER PLAN. L (1E)GRAB BAR T 5' TUB & SHOWER 8' GRAB LM.C: S.ATH'. :(E)VINYL (E) CPT v 1/2" = 1 30" VANITY POLE & 2 -14" SHELVES 004 BEDROOM TYPICAL UNIT PLAN CLOSET ACC TO PLUMB WALL. FROM . KITCHEN KITCHEN HOT WATER TANK UNDER • 1 24X21 S-I NO 003 PIPE .SPACE.DOUBLE 2X4'STUD WALL • PASS THRU STUD WALL BELOW RCP & FLOOR PLAN KEY REFRIG. CABINE 30" UTILITY COVE HEATERS PER MECH. A5 LIVING - DINING CEILING MOUNTED FAN SOFFIT NEW LENOLIUM A5.4 A5.1 -TYP. COORIDOR ENTRY 2' 1' 0 1 /2" = 1' -0" - 9 /N 1 ENTRY CLOSET 5 -24" SHELVES PLYWOOD 1 DIVIDER 2' -6" TYPICAL N DIV. WALL 2' APPR OVED 4' l C►t11 01 TuktE Ui Di u a RECEIVED CITY CAF Ts110A11I A MAY 09 PEA M 1 ! N I Eri 6' o b arch sect 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP RE GISTERED /ARCHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON � O z o co 1. N CC D ¢a- QOz 03 0 az LU 0 w —z Q > > ccOQQ CC = 17; �Q ZZ ° J 0 0 ? CC U I > C'3 CC Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: TYPICAL UNIT PLAN & RCP SHEET: 2628 A5.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1° IN LENGTH ELEVATION "A" 1/2" = 1' -0" 2' 1' 0 , 6 A5.2 A6.1 GWB WOOD TRIM ELEVATION "A" OPEN TO KITCHEN�- OPEN FOR PASS -THRU 2 4 6 ELEVATION "A" EMERGENCY SIGNAL INTERCOM ELEVATION "B" SOFFIT DINING AREA c ■?4 ■ ■II..! m■ImmiL ELEVATION "A" (E) GRAB B (El SO , DEMO (E) BASE BOARD HEATER 1 ELEVATION "B" < NEW LENOLIUM (E) CPT TO REMAIN (E) CURTAIN ROD CERAMIC TILE LL w AR DISH LIVING AREA ELEVATION "B' GWB WOOD TRIM ELEVATION "B" REPLACE SHOWER (E) TOWEL BAR REPLACE WC PER MECH REPLACE MIXING VALVE PER MECH ELEVATION "C" REPLACE SINK PER MECH ELEVATION "C" ELEVATION "C" OPEN TO LIVING-- ROOM N N OPEN FOR PASS -THRU 0 . / N 0 N i N N 1,SINK , N N N 1 1 I � 1 Hr TANK (E) ROBE HOOK TO REMAIN COVE HEATER PER ELECT. (E) GRAB BAR (E) RECESSED PAPER HOLDER ELEVATION "D" BEDROOM ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) COVE HEATER PER ELECT. BE CITY C MAY 3 ELEVATION "D" (E) CEILING FURRED TO 7' -0" (E) TOWEL BAR REPLACE TO REMAIN MEIN ■i■■■ ■■1 ■■■ ■ ■■ ■1 ■■■ ■ ■ ■ ■1 ■ ■ ■ ■ ■ ■ ■1 ■ ■ ■ ■ ■ ■ ■• mourn; ■ ■ ■ ■ ■ ■ ■1 ■■■ ■■■■1 ■ ■ ■ ■ ■ ■ ■1 ELEVATION "D" TYP BATH ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) rTh X A5.2 A / / \ ELEVATION "D" TYP KITCHEN ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) LIVING- DINING ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) 3EIVED F TU KWILA 9 2007 Ptyid d GENeER 4 X A5.2 (E) ELEC PANEL architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOFFREY E. ANDERSON STATE OF WASHINGTON � o z fx o co 1 _ 0 7, a ¢ o z �w� Q W Z zz Q CO !I.' CC "CZ z ° 0 0 D CC U I > C'3 cc Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: TYPICAL UNIT INTERIOR ELEVATIONS SHEET: 2628 A5.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH \ . / / / , / , / .\ \/ - V , A . .' � > �� ov 11 REF 1=1 o 0 RANGE 0 0 ELEVATION "A" 1/2" = 1' -0" 2' 1' 0 , 6 A5.2 A6.1 GWB WOOD TRIM ELEVATION "A" OPEN TO KITCHEN�- OPEN FOR PASS -THRU 2 4 6 ELEVATION "A" EMERGENCY SIGNAL INTERCOM ELEVATION "B" SOFFIT DINING AREA c ■?4 ■ ■II..! m■ImmiL ELEVATION "A" (E) GRAB B (El SO , DEMO (E) BASE BOARD HEATER 1 ELEVATION "B" < NEW LENOLIUM (E) CPT TO REMAIN (E) CURTAIN ROD CERAMIC TILE LL w AR DISH LIVING AREA ELEVATION "B' GWB WOOD TRIM ELEVATION "B" REPLACE SHOWER (E) TOWEL BAR REPLACE WC PER MECH REPLACE MIXING VALVE PER MECH ELEVATION "C" REPLACE SINK PER MECH ELEVATION "C" ELEVATION "C" OPEN TO LIVING-- ROOM N N OPEN FOR PASS -THRU 0 . / N 0 N i N N 1,SINK , N N N 1 1 I � 1 Hr TANK (E) ROBE HOOK TO REMAIN COVE HEATER PER ELECT. (E) GRAB BAR (E) RECESSED PAPER HOLDER ELEVATION "D" BEDROOM ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) COVE HEATER PER ELECT. BE CITY C MAY 3 ELEVATION "D" (E) CEILING FURRED TO 7' -0" (E) TOWEL BAR REPLACE TO REMAIN MEIN ■i■■■ ■■1 ■■■ ■ ■■ ■1 ■■■ ■ ■ ■ ■1 ■ ■ ■ ■ ■ ■ ■1 ■ ■ ■ ■ ■ ■ ■• mourn; ■ ■ ■ ■ ■ ■ ■1 ■■■ ■■■■1 ■ ■ ■ ■ ■ ■ ■1 ELEVATION "D" TYP BATH ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) rTh X A5.2 A / / \ ELEVATION "D" TYP KITCHEN ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) LIVING- DINING ELEVATIONS 1/2" - 1' -0" (eI- 02.dwg) 3EIVED F TU KWILA 9 2007 Ptyid d GENeER 4 X A5.2 (E) ELEC PANEL architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOFFREY E. ANDERSON STATE OF WASHINGTON � o z fx o co 1 _ 0 7, a ¢ o z �w� Q W Z zz Q CO !I.' CC "CZ z ° 0 0 D CC U I > C'3 cc Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: TYPICAL UNIT INTERIOR ELEVATIONS SHEET: 2628 A5.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH 0 11 B A BEAM 2x4 ACOUSTICAL CEILING TILE SURFACE OR RECESSED H.I.D. OR COMPACT FOURESCENT LIGHT FIXTURE FIXTURE WITH EMERGENCY BATTERY PACK .1 0 A 0 0 ENLARGED LOBBY RCP 1/2" = 1 L L 1 FT°1 A 4 4 O • .4 4 4.• 4 v 4 FIN WALL EXTENSION, SEE STRUCT. 4 4 4 • • e ° • d • 4 4' -0" • 4 FURN. BY OWNERS TYP. LOBBY 1 202 I MIRROR (BY OWNER) NEW CONC. WALK -WAY PER • ' 16' -1121 • . • • 4'-0" qt • ,4•• COORD. W/ STRUCT. COORD. W/ STRUCT. 4 d B • . 4 . 2'-0" 2 .4 � A5 1 4' -0" VESTIBULE 1 200A I FURRED WALL FOR FLUSH MOUNT INTERCOM & PLAQUE STAIR #1 • • LP NDtCAPIf9G` 4 ORIGINAL LINE OF LOBBY & BLDG ABOVE MAIL BOXES & PACKAGE SHELF 4 . 4 •- Q • ° 4'- '1- • • 4 .. " 4 a- 44 • . .t!' . . • •A 4 4• 4 • • 4 d' • 4 • • 4 44 • d •• 4. ELE OR 4 d 4 • ••d v. 4 4 ° .4 • d • 4 ° 4 v. •4 - '4 S P E >. . = ' . d • .. Sr . �J 4 2' 1' 0 1 /2" = 1' -0" • ••d f 4 • •A •• 4e 4 .. 4, • d •4 4 • 4 • • . 4 . • • • • EI • 4 • • • 4% •r I . ENTRY • 4 • • . CANOP/ • I I ABOVE • a e � ' • • •• 4 0 • 4 • . 4 4 4 v 4 4 4 4 • . .4 - 4 4. . • 4 4 4 4 4 4 4 4 'v 4 N 4 4 4 4 • 4. ••° 2' 4 • .v • 4 4 d• 4 4 4 . 4' 4 °• g 'b •4' • v 6 . 4 4 • •4 • 4• 4 NEW CONC. WALK -WAY PER CIVIL • • I4•4 4-. I • . . rf�' - ;�I I4 - IF0gr Q (E � % CK 1• e• . - 4 4 VEI E TYP. I 1 . ▪ .4 . . '. ' ▪ .. r A‘` - 6 ' "" 1 J SLOPE . • a 4 • v • I - .4 T4 . 4 i► .4 4 RECEIVED Cry OFTUKtN I_A ENLARGED LOBBY FLOOR PLAN 2 M A Y 0 9 2 1'' 1/2" = 1 ' -O" A2.1 A5.3 PEr liTCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 4 RE ISTERED RCHITECT 84; GEOFFREY E. ANDERSON STATE OF WASHINGTON Z cc w 0 co cp � I. 1- 0 < 0 z �- O Z w Q >cn CC O <Q cr I " w c p Z n d-� H 0 D CC 0 I w cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: ENLARGED LOBBY FLOOR PLAN & RCP SHEET: 2628 A5.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1• IN LENGTH HANDRAIL SECTION 3 =1 -0 • ELEVATION "A" TRASH ELEVATION "C" /// r GWB co WD PACKAGE �. SHELF GWB (do- 01.dwg) //% NEW MAIL BOXES, 31 UNITS WD TRIM TACKABLE WALL PANEL T - WD RAILING u_ DELTANA SOLID BRASS WALL BRACKET HANDRAIL BRACKET @ 48" O.C. & 8" FROM ENDS 10x WD TRIM TYPICAL INTERIOR WALL RECYCLE A5.4 A5.4 — WRAP COLUMN W/ GWB GWB --� 1' -6" NEW BASE, TYP CORNER GUARD, TYP (E) PLAQUE TO BE RELOCATED PAINT (E) WALLS, J, TYP. HANDRAIL 8 WAINSCOTING —71 BASE, TYP CORNER GUARD, TYP //% ELEVATION "B" / \ ELEVATION "D" SCONCE LIGHT FIXTURE PER ELECT. LOCATION OF ROOM IDENTIFICATION NUMBER (TYPICAL) GWBz / OPEN TO HALL r 11 I = =I BASE, TYP CORNER GUARD, TYP NEW (E) WALL GWB WAINSCOTING CORNER GUARD, TYP NEW BASE, TYP PATCH (E) WALLAS N L NECCESSARY & PAINT LOBBY 1/2" -1 DGWB 07- 1 TACKABLE WALL PANEL ACT WOOD TRIM HANDRAIL (lobby el- 01.dwg) LOBBY AND ENTRY 1/2" - V - (lobby el- 01.dwg) WAINSCOTING RESILIENT BASE, TYP TYPICAL UNIT ENTRY 1 A5.1 A5.4 HANDRAIL 2' -1" 6 " 3" = 1' -0" 1/2" = 1' -0" A5.4 A5.4 PAINT (E) ELEV., DOORS & FRAME TO STAIRS C VESTIBULE C 2 ' -8 " 3 " 0 2' 1' 0 -5 " ,' 3" 2 ' co GWB RELOCATE BLD PLAQUE INTERCOM SYSTEM FIRE ALARM INNUNCIATOR iikerieNeo c)9. coot. cotRUpasIce f elitO NIO '10 Cktl a 'a � 4 ' RECEIVED CM OF T! IKWILA MAY 0 9 2007 PERM1TCENTEF 1' 6 ' architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP SHEET: GEOFFREY E. ANDERSON STATE OF WASHINGTON CO >- F— I0 Z cc w 0 00 I- FHC CC D� O W ZD0 z Cn wI CC 0 << CC 17) o � 0 CC o w ISSUE: PERMIT SET REGISTERED CHITECT DATE: 05 MAR 2007 SHEET TITLE: INTERIOR ELEVATIONS 2628 A5.4 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH RELOCATE ELEC PANELS & F.A. PANEL PER ELEC B 0 MECH. ROOM LOCATION OF BACK FLOW PREVENTERS, PER MECH MECHANICAL ROOM 1/2" = 1' -0" 0 A2.1 A5.5 OFFICE RCP 1/2" =1 OFFICE EXTERIOR CONC PATIO PLAN 1/2" = z A2.1 A5.5 4 A1.0 A5.5 OFFICE PLAN 1/2" = 1 A B WALL TYPES WD EXPANSION JOINTS PERVIOUS CONC TYP. EXTERIOR WALL TYP. INTERIOR WALL NOTE: EXISTING INTERIOR WALLS TO REMAIN, NO WORK. 2' 1 /2" = 1 ' 0 ED O'cz C 0140_100 A PPlitO VED 21 01 130.k..0 2' RECEIVED CITY OF TUKWIL P► MAY 0 9 2007 PE: SO E d ER 4 6 aer b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOFFREY E. ANDERSON STATE OF WASHINGTON �o Z 1 4 0 co a a Z�� v �W z < > cT) CC }` zz ° � 0C U� � 0 p Z ISSUE: PERMIT SET RISTERED CHITECT DATE: 05 MAR 2007 SHEET TITLE: ENLARGED PLANS SHEET: 2628 A5.5 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES r IN LENGTH WITH FACE WALLS ALIGN OF FIN (2) EQ. SECTIONS is (4) EQ. SECTIONS (4) EQ. SECTIONS (4) EQ. SECTIONS , (4) EQ. SECTIONS 42 -0" RELOCATE ELEC PANELS & F.A. PANEL PER ELEC B 0 MECH. ROOM LOCATION OF BACK FLOW PREVENTERS, PER MECH MECHANICAL ROOM 1/2" = 1' -0" 0 A2.1 A5.5 OFFICE RCP 1/2" =1 OFFICE EXTERIOR CONC PATIO PLAN 1/2" = z A2.1 A5.5 4 A1.0 A5.5 OFFICE PLAN 1/2" = 1 A B WALL TYPES WD EXPANSION JOINTS PERVIOUS CONC TYP. EXTERIOR WALL TYP. INTERIOR WALL NOTE: EXISTING INTERIOR WALLS TO REMAIN, NO WORK. 2' 1 /2" = 1 ' 0 ED O'cz C 0140_100 A PPlitO VED 21 01 130.k..0 2' RECEIVED CITY OF TUKWIL P► MAY 0 9 2007 PE: SO E d ER 4 6 aer b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOFFREY E. ANDERSON STATE OF WASHINGTON �o Z 1 4 0 co a a Z�� v �W z < > cT) CC }` zz ° � 0C U� � 0 p Z ISSUE: PERMIT SET RISTERED CHITECT DATE: 05 MAR 2007 SHEET TITLE: ENLARGED PLANS SHEET: 2628 A5.5 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES r IN LENGTH DOOR & FRAME SCHEDULE ,-a I DOOR FRAME DETAILS 1 d@' C°Wir- NO. SIZE (WxH) THICK MAT FINISH RA TNG MAT FIN TYPE HEAD JAMB SILL HDWRE REMARKS \ OWL 001 C 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 1 ,, 002 E 4 8 "x6' -8" 1 -3/8" WD TS /CF -- WD TS /CF -- 13/A6.0 14/A6.0 1 1.6 003 B 3'- 0 "x6' -8" 1 -3/4" HM FF -- WD -- (E) DOOR TO REMAIN J .r 004 E 5'- 4 "x6' -8" 1 -3/8" WD TS /CF -- WD TS /CF -- 13/A6.0 14/A6.0 1 Of 1' 005 B 3'- 0 "x6-8" 1 -3/4" HM FF -- WD -- (E) DOOR TO REMAN "°:' 101a C 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 101b C 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 MAG HOLDER 101c C 3'- 0 "x6' -8" 1 -3/8" WD TS /CF -- WD TS /CF F1 102 -- -- -- -- -, -- -- -- -- ELEVATOR DOOR 103 B 3'- 0 "x6' -8" 1 -3/4" WD TS /CF -- HM FF F1 104 B 3'- 0 "x6' -8" 1 -3/4" WD TS/CF -- HM FF F1 105 B 3'- 0 "x6' -8" 1 -3/4" WD TS /CF -- HM FF F1 106a D 3'- 0 "x6' -8" 1 -3/4" WD TS /CF 20 MIN HM FF F1 106b -- -- _L -- -- -- HM FF F1 (E) DOOR TO REMAIN 106c F 8'- 0 "x6' -8" -- HM FF -- HM FF -- 7/A6.0 8/A6.0 9/A6.0 106d F 8'- 0 "x6' -8" -- HM FF -- HM FF -- 7/A6.0 8 /A6.0 9/A6.0 107a B 3'- 0 "x6' -8" 1 -3/4" WD _ TS /CF 20 MIN HM FF F1 107b B 3'- 0 "x6' -8" 1 -3/4" WD TS /CF -- HM FF F1 108 C 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 109 B 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 110 ❑ 3'- 0 "x6' -8" 1 -3/4" WD FF -- HM FF F1 200a A 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 200b A 3 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 201a C 3'- 0 "x6' -8" -- HM -- -- HM FF F1 MAG HOLDER 201b C 3'- 0 "x6' -8" -- HM -- -- HM FF F1 MAG HOLDER 201c C 3'- 0 "x6' -8" 1 -3/8" WD TS /CF -- WD TS /CF F1 ELEVATOR DOOR 202 C 3'- 0 "x6' -8" 1 -3/8" WD TS /CF -- WD TS /CF F1 ELEVATOR DOOR MAG HOLDER 301a C 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 MAG HOLDER 301b C 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 ELEVATOR DOOR 302 C 4'- 0 "x6' -8" -- HM FF -- HM FF -- 303 B 3'- 0 "x6' -8" 1 -3/4" HM FF 20 MIN HM FF F1 • DOOR JAMB 3" =1' -0" • WOOD TRIM -TYP • DOOR JAMB 3" =1' -0" GYP SHEATHING — ! TYP / \ SEALANT INSECT SCREE -TYP (do- 02.dwg) (do- 01.dwg) SLIDING GLASS DOOR HEAD 6" = (2628 do- 06.dwg) SLIDING GLASS DOOR JAMB 6" = (2628 do- 05.dwg) 5/8" GWB 5/8 "x1 5/8" TRIM MET JAMB FIRE DOOR 5/8" GWB 5/8 "x1 5/8" TRIM 1x3 TRIM 5/8" PLYWD SIDING 1/2" GYP SHTG n WD JAMB 1 3/4" DOOR WOOD TRIM -TYP PROVIDE NEW PT - WOOD BLOCK AS REQUIRED TO SUPPORT SILL, TYP. PAINT EXPOSED SIDE TO MATCH EXISTING - TYP CONC PATIO OR WOOD DECK - FIELD VERIFY - TYP SLIDING GLASS DOOR SILL 6" = 1'-0" (2628 do- 04.dwg) ■ 1/2" MDF WD, PANEL VINYL END BEAD WD TRIM @ HEAD TRIM BEYOND WOOD TRIM - TYP 5621 MILGARD SLIDING GLASS DOOR ///7 WOOD SLIDING DOOR HEAD 6" =1' -0" 5621 MILGARD SLIDING GLASS DOOR FINISH FLOOR 1 - EXISTING CEILING FINISH. REPAIR TO MATCH ADJOINING FINISHES ANCHOR TOP OF HEADER TO CEILING FRAMING HEADER CONSTRUCTION 2x4 STUD @ 16" O.C. W/ SINGLE TOP & BOTTOM PLATE LINE OF 2x4 TRIM STUD BEYOND DOOR AND TRACK PER SCHEDULE 6 TYPE A ENTRY DOOR TYPES NTS TYPE B FLUSH TYPE C FLUSH TYPE D 6 -PANEL NOTES: REFER TO TYP. UNIT PLAN A5.1 FOR UNIT DOORS (001 -005) TYPE E CLOSET 6" 3" =1 6" 3" 0 6" =1 3 " 4 A6.1 A6.1 A6.1 A6.1 0 6" 3" TYPE F SLIDING GLASS PATIO 1' 1 i RECEIVED CITY OF TUKWILA MAY 0 9 2007 PE2M1TCEN i ER 2' 1' oer b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP GEOFFREY E. ANDERSON STATE OF WASHINGTON 8.14 ISSUE: PERMIT SET SHEET: REGISTERED RCHITECT ›- Z cc w0 co " 1 . 1 _ 0 7 4 ccDpa) <i0z 0 - Q > � CC i W 0M � cr o I- w 0 cc DATE: 05 MAR 2007 SHEET TITLE: DOOR/ FRAME SCEDULE & DETAILS 2628 A6.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH PLAN SYMBOL GRAPHIC DESCRIPTION DESCRIPTION FIRE RATING STC RATING SOURCE REFERENCE NOTES INTERIOR WALL 1 -HR. UL U 305 35 GA FILE NO. WP 3514 ft A • (1) LAYER 5/8" TYPE 'X' GWB • 2X4 STUDS @ 16" O.C. • (1) LAYER 5/8" TYPE 'X' GWB r INTERIOR WALL 1 HR UL U 305 SIM. 35 GA FILE NO. WP 3514 SIM. co - - • ( 1 ) LAYER 5/8" TYPE 'X' GWB • 2X6 STUDS @ 16" O.C. • (1) LAYER 5/8" TYPE 'X' GWB z (EXIST) EXTERIOR WALL 1 HR GA FILE NO. GA 8126 SIM. • HARDI -BOARD SIDING • WEATHER BARRIER • R -5 RIGID I NSUL PLYWD • (E) PLY SHEATHING • (E) GWB SHEATHING • (E) 2X6 FRAMING • (E) INSULATION • (E) GWB I C �.�.�.�.�. +.�.• . w II k % : n . ?1 - ' s 1` i _ \ ' ' ,..- �.... - :_...w.. I w z EXTERIOR WALL 1 HR GA FILE NO WP 8126 SIM. • HARDI -BOARD SIDING • WEATHER BARRIER • R -5 RIGID I NS U L • PLYWD SHEATHING • (E) GWB SHEATHING • (E) 2X6 FRAMING r (E) INSULATION • (E) GWB 1 D !!�!!!!! * ! i co u� r'; ; - .. . '` f= _, ., . ; . ', ._. a. _ _A..r-. ti .... ._ .._. . _. .....n. .. i EXTERIOR WALL 1 HR GA FILE NO WP 8126 SIM. E • HARDI -BOARD SIDING • WEATHER BARRIER • R -5 RIGID I NS U L • PLYWD SHEATHING • GWB SHEATHING • 2X6 FRAMING • R -21 FIBERGLASS INSULATION • GWB ii NU 8' -O" DOUBLE SLIDER 1/2" = 1' -0" NOTES WINDOW TYPES 1 SOME WINDOWS OPPOSITE HAND, SEE ELEVATIONS. t 2 ALL GLAZING SHALL HAVE A U VALUE OF 0.35 OR LESS, PER PRESCRIPTIVE REQUIREMENTS. MILGARD, THERMALLY BROKEN ALUMINUM WINDOWS, WITH LOW -E GLASS. 3 PROVIDE OUTSIDE AIR INLETS, PER MECHANICAL CODE. 4 GLAZING WITHIN 24" OF ANY DOOR OR WITHIN 60" OF A WALKING SURFACE MUST BE OF SAFETY GLAZING (SG) MATERIAL. 4' -0" 1 SLIDER 1 3' -0" SLIDER I 9 I PER PLAN CASEMENT i Es SEALANT FLASHING @ WINDOW HEAD REMOVE EXISTING ALUM FRAMES & INSTALL NEW VINYL FRAMES WITH INSULATED GLASS. SEE WINDOW SCHEDULE & SPECIFICATIONS FOR FURTHER INFORMATION - TYP REMOVE EXISTING ALUM FRAMES & INSTALL NEW VINYL FRAMES WITH INSULATED GLASS. SEE WINDOW SCHEDULE & SPECIFICATIONS FOR FURTHER INFORMATION - TYP WOOD SILL & TRIM REMOVE & REPLACE WOOD OVER (E) WINDOW FLANGE FROM PREVIOUS REPLACEMENT HARDI -BOARD SIDING & R -5 RIGID INSULATION WEATHER BARRIER (E) PLYWOOD SHEATHING (E) GYP SHEATHING WINDOW HEAD (JAMB SIM) 6" = 1' -0" (2628 win- 01.dwg) • WINDOW SILL 6" =1' -0" • • Fl WINDOW ROUGH OPENING PER WINDOW SIZE NEW WINDOW FRAMING 1" = (det- 13.dwg) 1" = 1' -0" rz 1 �S• \\!\ \\�! \ \ �q�ll. \ \ �j \ I- \ �j \ �I I \ �i \ \ \-ice \ \q (2628 win- 02.dwg) '+r • ...... .. J 6" 3" 0 6 „ = 1' -0" 2' 1' 0 1/2" = 1' -0" 1' 6" 0 (I) d ., 0 ■6.2 3 J 6.2 6" (E) GWB (E) FRAMING (E) GYP SHEATHING (E)PLYWOOD SHEATHING WOOD SURROUND HEADER PER STRUCTURAL KING STUD 2x TRIM STUD SILL PER STRUCTURAL 2' 2' NEW SOLID SURFACE SILL WOOD SURROUND (E) INSULATION (E) GWB (E) STUDS, TRIM TO ACCEPT NEW HEADER 2x CRIPPLE @ EA TRIM STUD AND AT 16" OC 1 ED FOR E CODE COMP APPRO 1V114 -- 2401 4 Cif Of �u� BUILDING DN ISICN RECEIVED crr OF TUKWILA MAY 0 9 2001 PEE 2�5 T CENT ER 4' 6' STAMP ISSUE: PERMIT SET SHEET: orb architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax i REG .TERED ' CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON co I— Z cr w 0 00 cc < 0 z Ci") w Z 0 z z ()Mw= Q > 0) 0: 0 CC I 175 w I-- 0 J Z Zr 0 0 D CC 0 I w 0 DATE: 05 MAR 2007 SHEET TITLE: WINDOW DETAILS & WALL TYPES 2628 A6.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH STEP 6 STEP 1B - INSTALL SELF - ADHERING "FLEX WRAP" MEMBRANE AT SILL CORNERS TO COMPLETELY COVER INTERSECTION STEP 1A - INSTALL 9" WIDE STRIP OF FLEXIBLE NON - ADHERING MEMBRANE FLASHING TO FACE OF SHEATHING STEP 1 SHEATHING SECURE TOP ONLY, LEAVE BOTTOM LOOSE STEP 6 - INSTALL 6" WIDE STRIP OF SELF - ADHERING MEMBRANE OVER JAMB FLANGES FRAMED WINDOW OPENING STEP 2 STEP 7 - INSTALL 9" WIDE STRIP OF SELF - ADHERING MEMBRANE OVER HEAD FLANGE & OVER JAMB MEMBRANE STEP 7 P 2 - INSTALL F- ADHERING BRANE, CUT & FOLD NERS UP AND SILL N AS SHOWN STEP 3 - INSTALL SILL FLASHING PAN OVER SELF - ADHERING MEMBRANE SILL FLASHING PAN CORNER SET IN SEALANT OVER PAN SILL FLASHING PAN SPACERS (LEVELING SHIM) STEP 3 STEP 8 - INSTALL WEATHER BARRIER STEP 8 EXTEND WEATHER BARRIER OVER JAMB FLASHING EXTEND WEATHER BARRIER BENEATH LOOSE SILL FLASHING FASTEN TO LEVEL OF SILL, LEAVE BOTTOM LOOSE FLASH OVER SILL FLASHING PAN CORNER STEP 4 - INSTALL NON - ADHERING FLEXIBLE MEMBRANE FLASHING AT JAMBS STEP 4 STEP 9A - INSTALL SHEET METAL HEAD FLASHING. PROVIDE END DAMS. ENSURE FLASHING DOES NOT INTERFERE WITH WINDOW OPERATION OR VENTS. STEP 9B - INSTALL 9 -INCH WIDE STRIP OF SELF - ADHERING MEMBRANE OVER METAL HEAD FLASHING AND OVER WEATHER BARRIER AT JAMBS STEP 9 SET METAL FLASHING IN SEALANT BED ON WINDOW FRAME i CO GENERAL NOTES 1. DIAGRAMS ARE SHOWN WITH MATERIALS "BROKEN" OR NON - CONTINUOUS FOR DRAWING CLARITY. MATERIALS SHALL BE INSTALLED CONTINUOUS THE FULL WIDTH /HEIGHT OF OPENINGS WITHOUT LAPS OR SPLICES UNLESS SHOWN OR NOTED OTHERWISE. 2. DETAILS AT SLIDING GLASS DOORS ARE SIMILAR, SEE DOOR DETAILS FOR DIFFERING CONDITIONS. SET WINDOW IN SEALANT AGAINST BACK DAM OF SILL FLASHING PAN STEP 5 STEP 5 - INSTALL A HEAVY BED OF BUTYL SEALANT @ HEAD & JAMBS ONLY, SET WINDOW INTO OPENING. ATTACH FLANGES WITH PAN HEAD GALVANIZED SCREWS PER WINDOW MFR'S INSTRUCTIONS STEP 10 SHIM BEHIND FLANGES AS REQUIRED TO ACCOMMODATE FOR BUILD -UP OF FLASHING THICKNESS AT SILL TO PROVIDE A PLUMB, LEVEL AND FLUSH INSTALLATION. STEP 10 - INSTALL WEATHER BARRIER OVER HEAD FLASHING IN A WEATHER SHEDDING SHINGLE FASHING. SEAL BETWEEN WINDOW FRAME AND ROUGH OPENING. SEAL ENTIRE INTERIOR PERIMETER OF FRAME WITH BACKER ROD AND SEALANT R� COMPLIAN APPitO -I' 21 BUILDING DNISlC RECEIVED CITY OF TUKWILA MAY 0 5 2007 PEP M TCEi T ER orb architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8464 RE ► ;TERED CHITECT GEOFFR E. ANDERSON STATE OF WASHINGTON >- co I-- 1 Z cc w 0 Co I I I'- r CC D 0_ cO < 0 UJ Z O cn ICI y cc 0 < < CC I cn W I— ?In < 0 2 I— D CC o F- w 0 Re - ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: WINDOW FLASHING DIAGRAMS SHEET: 2628 A6.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH MOUNT NEW HANDRAIL @ 36" HIGH 1 1/2" MIN. CLEARANCE DEMO (E) HANDRAIL BOTH SIDES, TYP. PATCH & REPAIR WALL AS REQ'D. 3 1/2" 11 DN 3'-8 1/2" 36" HIGH HANDRAIL @ STAIRS 42" HIGH GUARDRAILS @ LANDINGS 8'-0" DN 7••••••--- 3 1/2" 3' 8 1/2" w 1- z w —J STAIR SECTION A 1"=1'-0" (2628 det stair 4.dwg) A7.11A7.1 EXTENSION @ BOTTOM OF STAIR EXTENSION @ TOP OF STAIR STAIR PLAN A 1"=1 (2628 det stair 4.dwg) A7.1157.1 MOUNT HANDRAIL ON TOP OF PARTIAL HT. WALL 1X6 TRIM STAIRS /War (E) G.W.B2 4'-2" (E) LANDING AND (E) LANDING AND STAIRS . • , : -9 c q ) ‘ezzaz ti STAIR #2 1/2"=1 A7.1 1A7.1 it2727.67ZeW . N V.12:2.2 • 72722' 0 ,..... !....::: N, N ,..... V2..,,,,,,, -,....., 4 %...... Ws C;1 Vizair,z2n2r ... N. •,.. i'., V.422niT. '.-. \ \ .... r.:62.:74 z.....„,.... ..,: -'4. 4----- ,,.. t,• : .4 .. 41 - ,,% • ''' . , (E) G.W.B. EXISTING LANDING AND STAIRS DEMO (E) HANDRAIL BOTH SIDES, TYP. PATCH & REPAIR WALL AS REQ'D. CONT. WRAP HANDRAIL @ STAIR TURNS 5'-10" (E) JOISTS DEMO (E) HANDRAIL BOTH SIDES, TYP. PATCH & REPAIR WALL AS REQ'D. (E) STAIR TREADS REMAIN. 1 (2628 det stair 4.dwg) A7.1k7.1 ? ? , :l ,'.X•712•27.. ,....,-, 11 .: 0r4g00Audw.,,,g awmoelymarowfwmwr''.ar4 - V .:.,... i I I ,..;..„ ''' ...„. IP \--.....-,, N..., 11 : 5 , • 4 • 4 ' • . 1.! 4 , . 4 • 2'-10" NO WORK @ ROOF ACCESS STAIR 4'-2" STAIR #1 1/2"=1'-0" N • • - • • • • • • • N A rri: ff,,, • 0 ..za22rz.zz2 l'es2:2=427 •.4 4' • (2628 stair sec.dwg) (E) HAND RAIL 's.127.7,2272412 1.•, <•• • 4'-8" 4'-0" L (E) G.W.B. 2 A7.:1k7.1 DEMO (E) HANDRAIL BOTH SIDES, TYP. PATCH & REPAI WALL AS REQ'D. CONT. WRAP HANDRAIL @ STAIR TURNS (E) G.W.B. (E) STAIR TREADS REMAIN. DEMO (E) HANDRAIL BOTH SIDES, TYP. PATCH & REPAIR WALL AS REQ'D. .4 :7-••%•-•• , r i?.Zr.2747.2:M•^1.? .• .•• .•• ••••.;:k 4,11trclitiffffirMi fffigliddliii?e, ,,,,,,,,,,,,,,,,,,,,,,, i 1 .2 co 0 Co RECEIVED crry OF TUKWILA MAY 0 '; 2007 PEW, If CENTER oar b STAMP ISSUE: PERMIT SET SHEET: 2628 architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 840 GEOFFREY E. ANDERSON STATE OF WASHINGTON REGISTERED D CHITECT DATE: 05 MAR 2007 SHEET TITLE: STAIR SECTIONS & DETAILS A7.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES IN LENGTH GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) A. GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH TEMPORARY WORK AS REQUIRED. 4. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. ALL TIME SPENT BY RFA ON CONTRACTOR- INITIATED CHANGES WILL BE BILLED TO THE CONTRACTOR AT $95 /HOUR. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 7. ARCHITECTURAL (NON- STRUCTURAL) COMPONENTS AND THEIR BRACING /ATTACHMENT SHALL BE DESIGNED BY OTHERS EXCEPT WHERE SPECIFICALLY SO NOTED IN THESE STRUCTURAL DRAWINGS. RFA ENGINEERS PROVIDES A FRAMEWORK TO WHICH THESE ELEMENTS CAN ANCHOR. 8. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR ANDWOOD FORMS FOR CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABSARE REQUIRED PER IBC SECTION 109.3. 9. SPECIAL INSPECTION: SHALL BE PERFORMED BY A (WABO CERTIFIED TESTING AGENCY OR TESTING AGENCY), DESIGNATED BY THE ARCHITECT AND APPROVED BY THE OWNER. THE SPECIAL INSPECTION AGENCIES SHALL PRODUCE REPORTS AND KEEP RECORDS PER IBC SECTION 1704.1.2. THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE FOLLOWING: 9. 1 WOOD CONSTRUCTION: FOR FABRICATED WOOD STRUCTURAL ELEMENTS, INSPECT DURING FABRICATION PER IBC SECTION 1704.1 AND 1704.2. IN ADDITION, PER IBC SECTION 1707.3, SPECIAL INSPECTION 1S REQUIRED OF FRAMING ANCHORS, HOLDOWNS, BOLTED OR NAILED CONNECTIONS, AND SHEAR WALL NAILING. FOR A MORE DETAILED EXPLANATION OF ALL SPECIAL INSPECTIONS, AND FOR A MORE EXTENSIVE LIST OF THE SPECIAL INSPECTIONS REQUIRED, SEE THE IBC. B. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD ROOF DEAD LOAD FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (MULTI -FAMILY DECK) FLOOR DEAD LOAD WIND (ASCE) EARTHQUAKE (ASCE) ALLOWABLE SOIL PRESSURE* LATERAL EARTH PRESSURE* PASSIVE PRESSURE* COEFFICIENT OF FRICTION* * ASSUMED C. FOUNDATION 85 MPH, EXPOSURE 'B ", Iw = 1.0, Kzt = 1.0 SOIL CLASS D SEISMIC USE GROUP 1 (Ie = 1.0) SEIMIC DESIGN CATEGORY D LAT. = 47.47 LONG. = - 122.28 Ss = 1.37g, S1 = 0.472g Sds- O.913g, Sdl = 0.481g R = 6.5 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH), AND FOR EXTERIOR FOOTINGS, AT LEAST 18' BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3' AT EACH INTERFACE WITH SOIL. 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS. ABBREVIATIONS (THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE, APPROXIMATELY ARCH'L ARCHITECT, ARCHITECTURAL ARCHT, ARCH ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AWS AMERICAN WELDING SOCIETY BD BLDG BLKG BM BMST BMU BOF BOS B, BOT BRG CD CG CGS CIP CJ CL CLR BOARD BUILDING BLOCKING BEAM BASEMENT BRICK MASONRY UNIT(S) BOTTOM OF FOOTING BOSOM - (3) INTERIOR SIDES BOTTOM BEARING STEEL CHANNEL SHAPE CONSTRUCTION DOCUMENTS CENTER OF GRAVITY CENTER OF GRAVITY OF STRANDS CAST -IN- -PLACE CONSTRUCTION JOINT /CONTROL JOINT COMPLETE JOINT PENEETTRATION CENTERLINE CLEAR OF WHICH MAY CMU COL CONC CONN CONSTR CONT CONTR C OORD CTSK, CSK CTR CU FT CU IN CY d D, DL DBA DBL DEPT DET DF DIAG DIAPH DICA DIM DN DO DWG DWL (E) EA EF NOT APPEAR ON THESE DRAWINGS CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE COMPLETE PENETRATION COUNTERSINK, COUNTERSUNK CENTER CUBIC FOOT CUBIC INCH CUBIC YARD PENNY (NAILS) DEAD LOAD DEFORMED BAR ANCHOR DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER (SEE SYMBOLS) DIAGONAL DIAPHRAGM DRILLED -IN CONCRETE ANCHOR DIMENSION DOWN DITTO DRAWING DOWELS EXISTING EACH EACH FACE 25 PSF (SNOW, I s =1.0) 15 PSF 40 PSF 60 PSF 15 PSF 2000 PSF 50 PCF 350 PCF 0.35 EL, ELEV ELEC ELEV EMB EN EQUIP ES EW EX EXP EXP JT, EJ EXT FD FDN FF FLR FLG, FL FOC FOS FRM FS FT FTG ELEVATION HF ELECTRICAL HNG ELEVATOR H, HORZ EMBED, EMBEDDED, EMBEDMENT HP ENGINEER HS EQUAL IPMENT HT EACH SIDE EACH WAY EXISTING EXPANSION; EXPOSED EXPANSION JOINT EXTERIOR FLOOR DRAIN FOUNDATION FAR FACE, FINISHED FLOOR FLOOR; FLOOR LINE FLANGE FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FRAME FULL SIZE, FAR SIDE FEET, FOOT FOOTING GA GAUGE, GAGE GALV GALVANIZED GL, GLB GLUE -LAMINATED GN,GEN,GSN GENERAL STRUCTURAL NOTES GWB GYPSUM WALL BOARD GYP GYPSUM HD HOLDOWN HDR HEADER IBC IRC ID IF IN INCL INFO INT JT K KO KSI L, LL LAB LB LF LG LLBB LLH LLV LOC LONGIT LSL LSL D. CONCRETE 1. ULTIMATE STRENGTH DESIGN PER INTERNATIONAL BUILDING CODE AND ACI 318 -02. 2. CONCRETE FOR FOOTINGS SHALL CONFORM TO A 28-DAY STRENGTH OF f'c = 2500 PSI, SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS. CONCRETE FOR FOOTINGS AND SLABS EXPOSED TO WEATHER SHALL CONFORM TO A 28-DAY STRENGTH OF f'c = 3000 PSI PER TABLE 1904.2.2(2) OF THE IBC. SPECIAL INSPECTION IS NOT REQUIRED. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE 'AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, SECTION 5.3. NO ADMIXTURES, OTHER THAN FOR AIR -ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, Fy = 60,000 PSI. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.5. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS PER NOTE D.5. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 5. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER INTERIOR WALL SURFACES 6. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #4 @ 16 HORIZ. #4 @ 16 VERTICAL 1 CURTAIN @ CENTER 8 WALLS #4 @ 16 HORIZ. # @ 16 VERTICAL 1 CURTAIN @ CENTER E. STRUCTURAL STEEL 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,' LATEST EDITION, PLUS ALL REFERENCED CODES. 2. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, BARS AND OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL BE SCHEDULE 40 CONFORMING TO ASTM A53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER AFTER SUBMITTALS HAVE BEEN APPROVED AND BEFORE COMMENCING FABRICATION. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 AND HAVE A WELDED HEAD. EMBED ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE. EACH ANCHOR BOLT (VERTICAL A.B.) SHALL BE INSTALLED WITH A 2'x 2 "x 3/16" A36 PLATE WASHER. 4. CONNECTION BOLTS AND THREADED STUDS SHALL CONFORM TO ASTM A307. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION OF OPTIONAL DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS; WELDING PROCEDURES; REQUIRED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. 6. HEADED STUDS TO CAST --IN -PLACE CONCRETE SHALL BE MANUFACTURED FRFv = 400 a0M MATSTM A108ERIAL CONFORMING TO ASTM A108 AND SHALL BE WELDED IN CONFORMANCE WITH AWS REQUIREMENTS AND SHALL FULLY DEVELOP YIELD STRENGTH OF THE MATERIAL. SEE PLANS AND SECTIONS FOR STUD SIZES. 7. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E7DXX ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3/16" CONTINUOUS FILLET WELDS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. WELDING OF REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL I5 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. ALL WELDS SHALL BE VISUALLY INSPECTED AT THE SITE BY A QUALIFIED INSPECTOR. ALL COMPLETE PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED AT THE PLANT OR SITE BY A QUALIFIED INSPECTOR. FIELD WELD ARROWS ARE SHOWN ONLY WHERE A FIELD WELD IS REQUIRED BY THE STRUCTURAL DESIGN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. F. CARPENTRY 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: MEMBER SIZE JOISTS AND RAFTERS: BEAMS AND STRINGERS: POSTS AND TIMBERS: TOP AND BOTTOM PLATES AT SHEAR WALLS AND BEARING WALLS: STUDS, PLATES, & MISC. LIGHT FRAMING: JOINT KIP = 1000 POUNDS KNOCK -OUT KIPS PER SQUARE INCH LIVE LOAD STRUCTURAL STEEL ANGLE LABORATORY POUND LINEAL FOOT LONG LONG LEGS BACK -TO -BACK LONG LEGS HORIZONTAL LONG LEGS VERTICAL LOCATION LONGITUDINAL LAMINATED STRAND LUMBER LONG SLOTTED HOLE 2x, 3x 4x 6x AND LARGER 6x6, 6x8 AND LARGER HEMLOCK -FIR HANGER HORIZONTAL HP SHAPE HIGH STRENGTH HOLLOW STRUCTURAL SECTION HEIGHT INTERNATIONAL BUILDING CODE INTERNATIONAL RESIDENTIAL CODE INSIDE DIAMETER INSIDE FACE INCH INCLUDE; INCLUDING; INCLUSIVE INFORMATION INTERIOR SPECIES GRADE DOUG. FIR #2 DOUG. F I R #2 DOUG. FIR #1 DOUG. FIR #1 DOUG. FIR #2 LVL LWC M, MC MAS MATL MAX MFR MIN MISC MO (N) NF NFPA NIC NOM NS NTS OD OF OH OPNG OPP OSB OVS PA PERP PL PLY, PLWD MIN. BASIC DESIGN STRESS Fb = 900 PSI Fb = 900 PSI Fb = 1350 PSI Fc = 1000 PSI Fc = 1200 PSI Fb = 850 PSI DOUG. FIR 12 Fb = 950 PSI LAMINATED VENEER LUMBER LIGHT WEIGHT CONCRETE MI5C SHAPE MASONRY MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM; MINUTE MISCELLANEOUS MASONRY OPENING NEW NORTH NEAR FACE NATIONAL FOREST PRODUCTS ASSOC NOT IN CONTRACT NOMINAL NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING OPPOSITE ORIENTED STRAND BOARD OVERSIZED HOLE PARALLEL PRECAST PERPENDICULAR PLATE PLYWOOD 3' 2' 1' PP PARTIAL PENETRATION T PREFAB PREFABRICATED T&B PROP PROPERTY T&G PSF POUNDS PER SQUARE FOOT TEMP PSI POUNDS PER SQUARE INCH THD PSL PARALLEL STRAND LUMBER THK PT POST TENSION, PRESSURE TREATED THRU TJI RD ROOF DRAIN TOB REF REFERENCE TOC REINF REINFORCE; REINFORCING TOF REQ'D REQUIRED TOL RFA RFA STRUCTURAL ENGINEERS TOM RO ROUGH OPENING TOS SCHED SCHEDULE TOW SEC, SECT SECTION TRANSV SHT SHEET TS SHTG SHEATHING, SHEETING TYP SIM SIMILAR UL SUP SIMPSON UNO, UON SJ SHRINKAGE JOINT URM SLBB SHORT LEGS BACK TO BACK UT SPA SPACING, SPACE, SPACES SPEC SPECIFICATION V, VERT SQ SQUARE SS STRUCTURAL SELECT W, WF SSL SHORT SLOTTED HOLE WWI STD STANDARD W/ STIFF STIFFENER W/0 STIR STIRRUP WABO STL STEEL WFCM STRUCT STRUCTURAL WHS SUSP SUSPENDED WP SYM SYMMETRICAL WT SW SHEAR WALL WWF, WWM TOP TOP AND BOTTOM TONGUE AND GROOVE TEMPERATURE THREADED THICKNESS THROUGH TRUS -JOIST MACMILLIAN MOIST TOP OF BEAM TOP OF CONCRETE; TOP OF CURB TOP OF FOOTING TOP OF LEDGER TOP OF MASONRY TOP OF STEEL, TOP OF STRUCTURE TOP OF WALL TRANSVERSE TUBING, STRUCTURAL TYPICAL UNDERWRITER'S LABORATORY, INC. UNLESS NOTED OTHERWISE UNREINFORCED MASONRY ULTRA -SONIC TEST VERTICAL WIDE FLANGE WOOD WITH WITHOUT WA ASSOC OF BLDG OFFICIALS WOOD FRAME CONSTRUCTION MANUAL WELDED-HEAD STUD WORK POINT STRUCTURAL T WELDED WIRE FABRIC/MESH ALL LUMBER WITH A LEAST DIMENSION OF 2' (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4' (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR -DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 2. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITC OR APA EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv = 190 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 190 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE MANUFA RU JOIST MacMILLAN OR APPROVED EQUAL. UIRE R Q Q Q SUBMITTAL OF NER 'NATIONAL EVALUATION REPORTS' EQUIVALENT TO NER -126 FOR LAMINATED VENEER LUMBER (LVL), NER 292 FOR PARALLEL STRAND LUMBER (PSL), OR NER -481 FOR LAMINATED STRAND LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS: PSL - Fb = 2,900; Fv = 290 PSI; E = 2, 000,000 PSI LSL - Fb = 2,250; Fv = 400 PSI; E = 1, 500,000 PSI 4. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA "PLYWOOD DESIGN SPECIFICATION," INCLUDING APPLICABLE SUPPLEMENTS, UNLESS NOTED OTHERWISE (THIS INCLUDES 0.S.B. PANELS). PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS -1 & PS -2. ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: HIGH ROOF: 11/32" (OR 3/8 ") THICK, OVER EX. T &G ROOF: 19/32' (OR 5/8') THICK, (32/16) WALLS: 15/32' (OR 1/2') THICK, (24/0) FLOORS: 23/32' (OR 3/4') THICK, TONGUE & GROOVE, (32/16) UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6'oc TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12'oc (10'oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16'oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND -GROOVE JOINTS AND SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 8d @ 6 "oc, NAIL WITH 8d @ 12'oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE PRESSURE - TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL INTERIOR (INCLUDING CRAWLSPACES) WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH SODUIM BORATE (SBX). PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" PRESSURE- TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS MISTAKENLY USED IN INTERIOR CONIDITIONS, G185 ( "HOT -DIP' GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. METAL CONNECTORS 1/2' THICK PLUS JUST NEED TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. 6. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICBO APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 7. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 7.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL DRAWINGS. 7.2 WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16'oc AT INTERIOR WALLS AND 2x4 STUDS AT MATCH EXISTING @ 16' AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF BEAMS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVERALL OPENINGS IN 2x4 STUD WALLS AND A (3) 2x8 HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12 "oc STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 4' -0'oc, EMBEDED 7 ", UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 7.3 FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' -0"oc AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND /OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH HU- SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE -NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24'oc STAGGERED. 7.4 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLES�� � @� NOTED OTHERWISE: G � D c GO ® � PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER x 2 -1/2" MINIMUM LENGTH 10d = .148 DIAMETER x 3' MINIMUM LENGTH 16d = .162 DIAMETER x 3 -1/2" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = 11 -1/2 GAGE x 2 -3/8' 10d = 11 GAGE x 2 -7/8' 16d = 9 GAGE x 3 -1/4' Z4 ZONE FOUR HOLDOWN cc =X AND AT CAMBER CENTERLINE DIAMETER; ROUND NUMBER; POUND SQUARE STRUCTURAL ANGLE DOUBLE ANGLE PLATE SYMBOLS • COLUMN CONTINUOUS I 0 COLUMN BELOW SPAN ---/ EXTENT J �S / 9 HOEDOWN A X ELEVATION MARK ELEVATION CALL OUT ELEVATION @ TOP OF FOOTING FRAMING ARROW SECTION MARK co vv G0 5 -°‘ Z 1 z c� w 0 >- ce z RECEIVED LLI CITY OFTUKWIEK MAYO bur PEA ;J TOENTE� architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES: SEPTEMBER 17. 2007 I- O Z w M co CC D <oz ci) Z Z (,) w= 4 Cr 0 < CC I ;7- �OT CC C) I- w rrrrd ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: GENERAL NOTES SHEET: 2628 s1.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH 15 OR 17/S3.1 V V 17/S3.1 . 1 r I I 17/S3.1 14/S3.1 SCALE: 1/8 14/S3.1 FIRST FLOOR PLAN V 17/S3.1 V ti PLAN 14/S3.1 S2.5 15 OR 17/S3.1 L Z 0 (/) U Z 0 U 0 u_ 0 RECEIVED CITY OF TUKWIIA MAY 0 9 2001 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES: SEPTEMBER 17, 20071 ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRST FLOOR PLAN SHEET: 2628 S2.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES ? IN LENGTH 18 18/S3.1 18/S3.1 1 1 5/53.3 SECOND FLOOR PLAN SCALE: 1/8" =1' -0" 5/S3.3 V 18/S3.1 1 5/S3.3 9/S3.3 / PLAN k u � 18/S3.1 r 0 RECEIVED crrf OF TIJ KWILl+ MAY 0 9 2007 PES ln@ T CENTER Z 0 (1) U Z 0 U 0 0 z 1 Ci) z c� w 0 z J W d 607 SW Grady Way Suite 210 Renton, WA 98055 425.2263522 Phone 425226.9115 Fax EXPIRES: SEPTEMBER 17, 2007 1 CO H � Z W Q co � ~ ern �a a Z» W �W 0 < c .t ) CC �' z ° � I— 0 D > c� ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: SECOND FLOOR PLAN SHEET: 2628 S2.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL UNE MEASURES 1' IN LENGTH 18/53.1 18/S3.1 5/S3.3 1 J I 9/S3.3 7 THIRD FLOOR PLAN SCALE: 1/8 " =1 " 4' 1 9/53.3 1 5/53.3 V A 1 1 PLAN 5/53.3 9/S3.3 T kil 1 11 S2.6 1 18 RECEIVED CITY GFTUKWILP MAY 0 9 2007 PEMTCENTER z 0 U Z 0 U 0 0 1 ET) Z z c� w 0 z J W d .. 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES: SEPTEMBER 17, 2007 �o Z Wp I •mi° I 07) a Q�z Q Z » U < > ( T ) L CC 0 < < CC ill = �' ZZ ° 0 I-- CC U F- LU Eg Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: THIRD FLOOR PLAN SHEET: 2628 S2.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTI -I 1 A 8/S3.3 Q / / / / / / / / / / / / / Cra r r / / / / / / / / / / E / \ / / • r / 1 / / / / / / / / / / SCALE: 1/8 " =1 " -0" ROOF PLAN En En CO < CO PLAN < S26 COPE. Vi...1.NIN:4Ct. \ APPRO RECEIVED CITY CF- TUKWIIA MAY 0 9 2007 RE MITCEI\4TER Z 0 U E- U) 0 U 0 F- 0 z 1 Z (i) w 0 z J W 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES: SEPTEMBER 17, 2007 CO I. li=m Z w 0 00 co r 07, < o z V) 0 W Z z Z Q CO u - ® cc I W 0 I— 0 7 D oC Q �° ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: ROOF PLAN SHEET: 2628 S2.4 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH EXISTING BASEMENT (FIRST FLOOR) SLAB—ON—GRADE EX. 1"-8" FOOTING EXISTING 8" BASEMENT WALL FIRST FLOOR PLAN SCALE 1/2"=1'-0" 7 .---- EXISTING ELEVATOR PIT FOOTING ED PLAN L EX. 8" CONCRETE BASEMENT WALL BELOW. XISTING 8" CONCRETE BASEMENT WALL BELOW EXISTING 4" SLAB—ON—GRADE REPLACE WITH NEW 4" SLAB—ON—GRADE w/ 6x6 W1.4x1.4 WELDED WIRE FABRIC SCALE: 1/2"--1 NOTES: N SECOND FLOOR PLAN 1. SW—X NOTES A SHEAR WALL PER 6/S3.2 & 4/S3.3. 2 HDUX NOTES A HOEDOWN PER 3 & 8/S3.2. 3. SEE 12/53.2 FOR SLAB—ON—GRADE 4. SEE 3 & 6/S3.3 FOR INTERIOR WALL FRAMING. 5. SEE 6/S3.3 FOR FRAMING AT EXTERIOR OPENINGS. NOTE THAT THE EXTERIOR WALLS ARE BALLOON FRAMED WALLS, NOT SHOWN AS IN 6/S3.3. 6. F2.0 INDICATES A COLUMN FOOTING PER 1/S3.2. • EXISTING 8" CONCRETE BASEMENT WALL BELOW PLAN 1 —4" EXISTING 8" CONCRETE BASEMENT WALL BELOW NEW CONCRETE STAIRS REINF. w/ #4 10 12" oc TOP & BOT. EA. WAY NEW EXTERIOR PAVEMENT PER ARCH. A 14/S3.2 1'-4" RECEIVED CITY OF TUKINILA MAY 09 2007 PERMITCaNTER 0 Ct cn 0 F- 0 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I EXPIRES: SEPTEMBER 17, 2007 ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRST AND SECOND FLOOR PLANS SHEET: 2628 S2.5 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1 IN LENGTH 2/S3.1 A 17/S3.2 — l SCALE: 1/2"=1'-0' NOTES: ° PLYWOOD SHEATHING PER 2/S3.3 2x10 16' oc PSL 5Xx9} A 15/S3.2 A 18/53.2 IMP. HUCQ612 HANGER THIRD FLOOR PLAN 1. SEE 19/S3.2 AND 1/S3.3 FOR TYPICAL HEADERS. 2. SW -X INDICATES A SHEAR WALL PER 6/S3.2 AND 4/S3.3. SIMP. HUCQ612 HANGER 2x10 ® 16' oc N PLAN PER DETAIL 19 /S3A , PER DETAIL 19/S3.1 SHEATH SIMP. PER SW -6 U210 -2 HANGER PSI 574x9' co a ti N { W12x14 A 7/S3.1 HSS 6x2x4B MC12x10.6 A 18/S3.2 N 2x10 ® isi,° 0 17/53.2 \ V PER DETAIL 19/S3.1 , TYP y Y PER DETAIL 19/S3.1 y � A 10/53.3 PER DETAIL 19/53.1 r — TYP. / HSS 6x2x16 HSS 6x2x% HSS 6x2x4f6 HSS 6x2x4f6 HSS 6x2x416 HSS 6x2x4f6 W12x14 X csD _ NEW ADDITION EXISTING BUILDING NEW STEEL /GLASS CANOPY GLASS INFILLS PER ARCH. 1 L 6/S3.1 GO N NOTES: ROOF PLAN SCALE: 1/2' =1 " -0' 1. SEE 10/53.2 FOR MECHANICAL UNITS OVER CORRIDORS. PLAN EXIST1NG HIGH ROOF OVER ELEVATOR. ADD SHEATHING PER 1/53.1 col p c; po go `-' C''1 BP- z 0 U Z 0 U 0 0 1 (7) ›— z z w 0 z J W FlE�F.I VED CIi1' OF T MAY 0 5 2007 PERM16 GGdUaER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES: SEPTEMBER 17, 2007 1-- 1- aus Z cc w 00 i-� I 00 < <oz (i) <('W � w w < > (T) cc 0 << CC W a— >" 71 " < i nwo o — z z I� O D C Q F LU cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: THIRD AND ROOF FLOOR PLANS SHEET: 2628 S2.6 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES ? IN LENGTH I� Iw VCR II 1 L WAN I.7 uv ru nmut / F (4) EWS HGA10 1" FROM ) Iiii IIPMZ:= 2x12 OPENING PER ARCH (2 ) SIMP. LTP4 � 2x12 TO BELOW CONT. FLOOR i SIMP. A35 2x12 BLKG BTWN JOISTS l 1 I11 ~ --NEW ADD 2ND BLOCK AT 0.--m FIN w/ (2) SIMP. A35 EA. END PM- w" PLYWOOD 2x4 ® 24" oc (2) #10x311" SCREWS @ 12" oc NO HORIZONTAL JOINTS IN PLY. UNTIL AT LEAST 12" BELOW DBL TOP It NTS (2) SIMP. CS18 x 20' -0 " ALONG ( OF NEW BLKG (CONTINUOUS BEHIND FIN. TO BLDG CORNER) NEW BLKG CONTINUOUS NEW 2x4 @ 16" oc FOR 2' -0" PARAPET. SEE 9/S3.1. NEW BLKG CONTINUOUS EXISTING JOISTS ® 16" oc SIMP. HDU2— 2x12 ® 16" oc NEW W' SHEATHING NAILED 8d 6" oc EDGES AND 8d @ 12" oc FI SECTION EXISTING WALLS NTS �I : r '' -Ilk _IIIll CTI PLAN VIEW: AT 6' -0" FIN. AT ROOF LEVEL PLAN " PLYWOOD, NAIL AT 8d @ 6" oc AT EDGES, @ 12" oc FIELD EXISTING T&G. ADD %" PLYWOOD ROOF, NAILED 8d CO 6" oc AT EDGES AND (3) ROWS OF 8d @ 12 oc FIELD EXISTING HIGH ROOF SHORT PARAPET AT EX. HIGH ROOF EXISTING TOP PLATE (2) SIMP. A35, FIRST 4 BAYS, THEN (1) SIMP. A35 REMAINING BAYS. SONG FINS ANCHORAGE AT ROOF NTS FCMING PER PLAN f (2) 2x12 "0 ANCHOR BOLT 44"0 ANCHOR BOLT 2x8, FACE NAIL (2) 16d @I 24" oc (2) #4 TOP & BOT. FLAT BLKG CONT. FACE NAIL (4) ROWS OF (4) 10d TO OUTER 2x12 FACE NAIL (5) ROWS OF (6) 16d (24 TOTAL) #4 CO 16" oc VERT. (2) #4 DOWELS, EMBED 5 w / SIMP. SET EXISTING CONCRETE WALL CONTINUOUS TO BASEMENT ALLOON FRAMED WALL EXISTING JOISTS CO 16" oc DEMO EXISTING SHEATHING AND REPLACE PER NOTE ABV. EX. CONCRETE LEDGE BELOW END JOIST w/ (5) 16d NAILS TO EA. STUD BLOCK (2) BAYS NTS NTS PER 6/S3.1 NTS EXISTING CONCRETE FOOTING — #4 @ 16" oc V- SIMP. HTSM16 STRAP -- 2x12 FLAT UNDER 2x12 STUDS SIMP (2) A35 LONG FIN AT LOBBY ROOF (3RD FLOORI 3 STEEL BRACE AT FIN. ROOF EDGE NAILING TO LEDGER (2) SIMP. A34 EA, END, ALT. OR SIMP. U210 HANGERS GUARDRAIL AT LOBBY ROOF , ( 16d NAILS (2 12) ROWS OF 6) NO EX. RIM BOARD - ADD BLOCKING CONT. SEE 6/S3.1 6/S3,1 SIMP A35 V BALLOON FRAMED WALL GOING PERPENDICULAR AT CORNER TOP OF LONG FIN 1 �1�11�11 - 413"0x10" DOWEL AT 1 - 0 " FROM END OF EXISTING FOOTING. EMBED MIN. 5" WITH SIMP. SET EPDXY. JOISTS PARALLEL 11Y" TOTAL 1 1 ;1 4x6 BLOCKING AT STRAP EX FIN BELOW LOBBY ROOF JOIST PER PLAN 6Y ,„ 4 .> EX. BLDG 11 119" 4 MIN. 2x6 BALLOON FRAMING AT LOW ROOF GUARDRAIL 1 EXTEND W' PLYWOOD SHEATHING TO TOP OF . PARAPET 1 w -SIMP. H2.5 FLAT @ 4' -0" oc IT AT STUD EXISTING RIM BOARD AT FLOOR NEW 2x12 ( # -(2) #4 B 2x6 CONT. BLKG SIMP. CS18 CONTINUOUS WHERE APPLICABLE, STEEL (PER PLAN) BOLTED TO (3) 2x10 BLOCKING w/ SIMP. A35 TOP & BOT. EA. END. SEE CANOPY DETAIL 20/S3.1 (2) 2x12 NEW FIN. NAIL PER 6/S3.1. (3) ROWS TO BLKG. NAIL PER 6/S3.1. (2) ROWS TO DBL TOP PL NTS NTS (2) ROWS OF NAILS 2' -0 2x12 FLAT y4" CAP ftw /11 "0 THREADED x 3" THREADED STUD EXISTING JOISTS 4' -0 "x10 "x1" PLYWOOD NTS SIMP. H2.5 FLAT @ 4' -0" oc (JOIST -TO -STUD) LEDGER 2x10 w/ (5) 16d NAILS TO EA. STUD SIMP. U210 HANGER CONTINUOUS BLOCK A7 --LJNE OF EX. FIN. (DEMO TO 3RD FLOOR) JOISTS PERPENDICULAR NEW DOWNSPOUT ONE WALL IS EXISTING 2x6 FRAMING ONE WALL IS NEW 2x6 FRAMING NAIL ROWS OF (4) 10d AT 6" (MIN. 7 ROWS) ii -(5) 16d FACE NAIL, TYP. 2x4 BLKG EA. SIDE OF DOWNSPOUT AT FLOOR LEVEL DO NOT HAVE ANY VERTICAL JOINTS IN PLYWOOD, TYP. NEW 4§" PLYWOOD EA. SIDE, NAIL 8d ®6" oc EDGES, 12" oc FIELD (BLOCK EDGES) WIDTH PER ARCHITECT 2x12 CONT. 2x6 BLKG. BETWEEN STUDS, TYP. AT FLOOR LEVEL (5) #10x4" SCREWS AT 2" oc VERT. TO EXISTING RIM JOIST. (4 ROWS TOTAL = 20 SCREWS) ADDITIONAL: #10 SCREWS @ 12" oc BTWN FLOORS TT SECTION WIDENING EX. 2' FIN. AT END OF LARGE FIN�EXTENSION FOUNDATION 1 UNITS CASE 2 �8 TYP AT 2' -0° FIN AT 3RD & 2ND FLR NTS EXISTING PLYWOOD (VERIFY) EX. RIM BOARD EX. RIM BOARD (2) 11 "o LAG BOLT EACH SIDE (4) TOTAL. SEE 20/S3.1 DETAIL PARAPET WALL NEW 2x4 16" (AT EA. EX. JOIST) NOTCH SHEATHING FOR 2x4 PARAPET WALL NAIL 8d @ 4" oc EX. SHEATHING TO BLKG EX. ROOF SHEATHING (VERIFY IF PLYWD. CONTACT ENG'R IF IT IS NOT PLYWD) EX. JOISTS ® 16" oc NTS NEW CONTINUOUS 2x12 BLKG, DEMO EX. 2x6 VERT. BLKG 2x12 (1) ROW 0 #10x4" SCF FIELD LOCATE ROOF JOISTS BELOW AND FIELD DRILL HOLES FOR (4) #10x311" (2) SIMP. (LOCATE EA. EDGE EXISTING JOISTS (2) 16d TOP & BOT. SIMP. A35 @ 32" oc, TYP. ADDITIONAL SIMP. A35 REO'D AT 6' -0" FIN., SEE DETAIL 6/S3.1 NTS 44'0 A.B. CO 32" oc MATCH BEVEL EMBED 7" MIN. ON OPP. SIDE MATCH DEPTH OF EX. FTG #4 ® 16" oc V "x3"x9" •=11 III =111= k III ( # TOP & BOT. 1' -4" 14 WIDENING EX. 2' FIN. BETWEEN 2 UNITS CANOPY: PLAN VIEW it i.i SINGLE TOP It T.O. N E B PARAPET EMO EXISTING PARAPET W a a T.O. ROOF (EXISTING CANOPY CORNER CONNECTIONS L2x2x16 x 0' -6" IN CORNER CONT. SIMP. CS18, TYP. (2) CS18 BY 6` -0" SEE DETAIL 6/S3.1 CUT EX. JOIST FLUSH TO EX. WALL STUDS 'N--- -EASTING FIN. W 8 W w EXISTING CONCRETE FOOTING - 111=III111 %"ox10" DOWEL AT 1' -0" FROM END OF EXISTING FOOTING. EMBED MIN. 5" WITH SIMP. SET EPDXY. TYP T&B INTERIOR ANGLES NOT SHOWN FOR CLARITY CD I )g" f£, TYP. #2 CLEV1S %"0 STEEL ROD @ 8'--0" oc #2 CLEVIS HSS 6x2x 16 AT 4' -0" oc (2) Y "0 BOLTS W12x14 PIN, VERIFY SIZE GLASS PER ARCH. EX jCANOPY �r SISTER 2x12 TO EX. 2x4, FULL HEIGHT NEW _ PARAPET H NEW W' PLYWOOD NAIL PARAPET HST 10d ® oc AT EDGES AND CI 12" oc FIELD (2) 16d T&B TYP. SOIJD BLKG. (4) ROWS OF (5) 16d 10x4" SCREWS AT EA. LAYER OF STUDS 10 44 A.B. © 32" oc EMBED 7" MIN. 9 MATCH DEPTH EX. FTG ( # TOP & BOT. 1 co 1' -4" WIDENING EX. UNITS CASE 1 NTS fl' 1x6x6 w/ (6) Y"ox4" LAG SCREWS IN (2) VERTICAL ROWS SISTER ON 2x4 x 8' -0 " ONTO EXISTING BALLOON FRAMED 2x4 (0 16" oc) (4) 16d NAILS T. & B., NTS 11Y" TOTAL X 16 V 2 -12 CANOPY (ELEVATION VIEW) DETAIL IS11NG FIN. AND FOUNDATION #4 @ 16" oc V REMOVE EX. TOP PLATE EXISTING PARAPET SIMP. H4 TIE AT EACH JOIST FACE NAIL (5) 16d EA. LAYER AT CONNECTION AND 16d @ 6" oc ELSEWHERE HIGHER PARAPET AT EX. Z SHORT PARAPET (1/A-29) 0 U I IT1 -"' " ox10" DOWEL AT 1' —O" FROM END OF EXISTING FOOTING. EMBED MIN. 5" WITH SIMP. SET EPDXY. 2' FIN. AT END OF ‘ -- \ CO,O' �'� k '10 NEW (4) 2x4 POST SIMP. A34 EA SIDE MC12x10.6, SPLICE MIDWAY BETWEEN PERP HSS6x2's HSS 6x2x16 11" ox6" LAG BOLT TOP SEE 19/53.1 11 "95x4" LAG BOLT BOT. SEE 19/S3.1 RECEIVED CITY OF TUKWIlA MAY 0 9 2007 PERMITCEN T ER EXISTING JOISTS (i) U O O z 1 z 0 (/) 0 >-- rt w z J W 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ExPIRES: SEPTEMBER 17, 2007 coo z w co 1. I- 0 7; a ¢oz a » �w CC 0 < *it CC rn LLI T >° Q 0 J Z Z � 0 0 D OC U I > CB p - C z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: DETAILS SHEET: 2628 S3.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES V IN LENGTH MARK SHEATHING (NOTES 1,2,3,4,8) LATERAL 11E WALL PLATE TO PLATE OR BLOCKING NAILING (NOTE 5) (NOTES 5,7,9) 5/8 DIA ANCHOR BOLT SPACING ALLOWABLE SHEAR CAP 1Y ( ) STUDS (MIN) (NOTE 6,7) BLOCKING/ FDN PLATE (NOIEM6N7,9,11; APPLICATION SPACNNG (NOTE NAIL SW -6 SW-4 SW -33 ONE SIDE ONE SIDE BOTH SIDES 10d ® 6 "oc 10d @ 4 "oc 10d @ 3 "oc LTP4 CO 24 "oc 16d @ 6 "oc LTP4 @ 16 "oc N/A LTP4 @ 6 "oc N/A 48 "oc 32 "oc 16 "oc 310 460 1200 2x 2x 3x 2x 2x 3x MARK FASTENERS TO CONCRETE FASTENERS TO WOOD STUDS OR POSTS ANCHOR SIZE /DIAMETER EMBEDMENT LENGTH EXTERIOR WALL INTERIOR WALL A307 BOLTS SDS 1/4x3 SCREWS 16d COMMON NAILS WOOD MEMBER HDU2 5/8 "0 8" 8" — 6 — (2) 2x STUDS HDU8 7/8 "0 12" 12" — 20 — (2) 2x STUDS MARK DIMENSIONS REINFORCING COLUMN SERVICE LOAD, K REMARKS "A" „ „ "t" "C" � "D" D F2.0 2' " 0 "B „ 2 --0 12" 12 O 114 (2) #4 8.0 SPREAD FOOTING SCHEDULE TYPICAL SPREAD FOOTING SCHEDULE � Nn 1. SHEATHING SHALL BE 1/2' OR 15/32" APA RATED CD GRADE PLYWOOD, TYP UNO. 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. 4. PROVIDE 10d @ 12 "oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. 5. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO THE SAME PIECE OF FRAMING. TOE NAILING IS NOT PERMI I ILL/. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAILING. INSTALL LATERAL 11E PLATES OVER APA RATED SHEATHING PANELS. USE COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL 11E PLATES. A35 FRAMING ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES AT SPACING SHOWN ABOVE. 6. SIMPSON UFP10 CONNECTORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS, USING THE SAME SPACING AS CALLED FOR ANCHOR BOLTS SHOWN ABOVE. FASTENERS INTO ACQ TREATED LUMBER SHALL BE HOT— DIPPED GALVANIZED. 7. SIMPSON TITAN —HD ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS. USE THE SAME DIAMETER FOR THE TITAN —HD ANCHORS AS IS CALLED OUT ABOVE FOR THE ANCHOR BOLTS. EXTERIOR GRADE SHEAR WALL SCHEDULE NOTES: SHEARWALL SCHEDULE NTS NTS A I ► Iel*T•T.J••1*Ti A.•i *a4, 11=1 =1L 11L = I =11 #4 H @ 16 "oc SLAB WHERE APPLICABLE - s cp z 1 -4 i 16 TYPICAL INTERIOR FOOTING U NTS SOIL BEARING CAPACITY = 2000 PSF TREATED 2x6 W/ 5, "0 HEADED AB @ 4` 0'oc, EMBEDDED 7" MIN, EXCEPT AS NOTED IN SHEAR WALL SCHEDULE INSULATE PER ARCH (2) #4 TOP #4V @18 "oc ALT HOOKS (2) #4 BOT. l TYPICAL EXTERIOR WALL FOOTING . WALL & THICKENED SLAB TREATED 2x (WIDER E @ PARTY WALL SEE ARCH) w/ %"o AB CO 4` -0 ", EXCEPT AS NOTED ON SHEAR WALL SCHEDULE NTS m a 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, WINDOWS OR DOORWAYS. PROVIDE HOLDOWNS PER PLANS AT EACH END OF WALL. PROVIDE EDGE NAILING TO STUD(S) GRIPPED BY HOLDOWN. 9. SEE DETAIL 11/S3.2 AND THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. 10. FOR DEFINITION OF NAILS TO BE USED, SEE GENERAL STRUCTURAL NOTES. 11. EACH ANCHOR BOLT SHALL BE INSTALLED WITH A MINIMUM 3 "x3 "x1/4" A36 PLATE WASHER THAT IS "HOT— DIPPED" GALVANIZED. CRITERIA: 2003 IBC DOUG FIR LUMBER 3000 psi CONCRETE ASTM A307 ANCHOR BOLTS WITH 2 -3/4" EDGE DISTANCE IN CONCRETE AND 7" MINIMUM EMBEDMENT. SEE PLAN FOR SLAB THICKNESS AND REINF TYP po '_I 00 o0oo„oo0QoQ0 DIM " A " 2" CLR PLAN 11111 . / 61, MAX SECTION - TYP CUT ALT WIRES @ JOINT PLASTIC VAPOR BARRIER & COMPACTED GRANULAR CONTROL JOINT FILL PER PLAN NOTE: PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 150 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY ARCHITECT. TYPICAL SLAB JOINTS NTS BEAM PER PLANS SIMP ACE6 POST CAP POST PER PLANS 0 0 0 0 0 00 0 ,Q0 0 , CC REINF "D" PARALLEL" TO DIMENSION "B" @ EQUAL SPACING REINF "C" PARALLEL TO DIMENSION "A" @ EQUAL SPACING x 1) " PREMOLDED CONT JOINT STRIP (JOINT MAY BE SAW —CUT @ CONTRACTORS OPTION) NTS NOTES: 1. ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT. CONNECT TO FOOTING PER DETAIL 2. WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO NOT USE LAG BOLTS TO FASTEN HOLDOWNS TO WOOD MEMBERS. 3. HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOLDOWN CALL —OUTS AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. 4. HDU ANCHORS REQUIRE SIMPSON SDS 1/4x3 WOOD SCREWS 5. IBC 2003, f'c = 3000 PSI, DOUG —FIR LUMBER HOLDOWN SCHEDULE ED NTS SOLID BLOCKING SAME THICKNESS AS POST ABOVE CONDITION (4 FRAMED FLOOR CONCRETE FOUNDATION OR WALL NEW HOLDOWN AT NEW FOUNDATION 8 J NTS SEE PLAN FOR SLAB THICKNESS AND REINF °00 00°C)073 O OD Q 0 , o�O � o Q O I CI .I..I SECOND POUR -�l� --'l -- - cg FIRST POUR BEAM PER PLAN CONSTRUCTION JOINT ' o 0 o 00 0 Q, 00. II I I I JOISTS PER PLAN WITH SIMP "U" FACE HANGER OR SIMP 'JB' TOP FLANGE HANGER SHORE EXISTING JOIST AS NECESSARY BEAM SPLICE TO WOOD POST BEAM /JOIST CONNECTION 3 /4" BASE PLATE W 4) "0 AB's ( " EMBED) BURKE "KEYKOLD" JOINT SLAB ISOLATION JOINT STOP REINF 1" CLEAR 1Y4" NON— SHRINK GROUT OF JOINT © EACH SIDE PLASTIC VAPOR BARRIER & COMPACTED GRANULAR FILL PER PLAN 14 TS COLUMN & FOOTING TYPICAL BUILT -UP HEADER SECTIONS NTS Y4 SHEAR WALL SEE SHEAR WALL SCHED FOR ANCHOR BOLT REQUIREMENTS SILL PLATE PLAN MIN 1Y" 2 TYP I�I�I71AIIIr MULTI -2x HEADER 11 A t COLUMN & FOOTING 8 A HSS COLUMN PER PLANS CONC SLAB ON GRADE SEE ARCH 0o Oo 0000'Q 00000000000 000 II I mmIt HIC=.�1.Ir \ U SEE SCHEDULE FOR FOOTING SIZE & REINFORCING 2x4 STUDS 2x4 FE (2)2x HEADER HEADER 2x'S SNUG TO PLYWOOD SIDE, TYP PLYWOOD FILLER POST @ HOLDOWN SEE SCHED HOLDOWN AND BOLTS PER SCHEDULE SEE PLANS FOR LOCATION Y „ z NTS PO DE illir „ " " i J ir 0.... de a x ADDITIONAL PROVIDE ADDITIONAL TYP. MECHANICAL EQUIPMENT [ SUPPORT AT EXISTING ROOF 10 10d @ 6 "oc UNIT ATTACHMENT: L" #10 WOOD SCREWS D AT 12" oc ALL SIDES UNIT PERPENDICULAR TO JOISTS JOIST PER PLAN EXISTING 212 @ 16 ",gc FOR SW, NAILS OR SIMP LPT4 PER SW SCHED TYPICAL BEARING @ INTERIOR WALLS 5Y" BUILT -UP HEADER WITH FILLERS EXISTING JOISTS: 2x12 @ 16" o.c. UNIT PARALLEL TO JOISTS 2x6 STUDS 2x6 IE t 2x BLOCKING STUD WALL PER PLAN (3)2x HEADER PIKE EACH PIECE W/ (2)ROWS 16d SINKERS @ 12 oc, STAGGERED, TYP w PLYWOOD FILLER, TYP EXISTING JOISTS RECEIVED CITY OF TUKWILA MAY 0 g 7n07 PERMIT CENTER 3x6 UNDER EDGES W/ SIMP A35 AT EACH END, TYP UNIT ATTACHMENT: #10 WOOD SCREWS AT 12" oc ALL SIDES 3x6 BLKG UNDER EDGES W/ SIMP A35 AT EACH END, TYP Z O ----- Z R I rp FCR i CODE COMPLIANCE 0 APPROVED 0 \ I / City Of Tukwila D1 R00 EATHING PER PLAN O z z w 0 z >-- J uJ CL a c 11tec 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES: SEPTEMBER 17, 2007 I- 113- 0 Z W 0 co 11-- c 7 ) < 0 z 0 - u 0 Cfl j� < >0) II I LLI J 0 v- D CC o !Ng: w ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: DETAILS SHEET: 2628 S3.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL UNE MEASURES 1" IN LENGTH SIMPSON ST2215 TOP TJI JOIST @ EACH END PER PLAN HEADER OR BEAM PER PLAN (3)2x TOP Es @ 2x4 STUD BEARING WALLS (2)2x TOP Es 2x6 WALLS (2) 10d @ EA END (4) 10d TOENAILS, TYP: 2x4 STUDS 2x4 FP 4x8 HEADER, U.N.O. PER PLAN NTS y „ SOLID BLOCKING MID — HEIGHT, WHERE WALL HEIGH EXCEEDS 8' -0" 2x6 STUDS 2x6 F. 6x8 HEADER, U.N.O. PER PLAN TYPICAL STUD FRAMING DETAIL 1 - r 1 1 T 1 IT ' I. __ LL__ I_ 11 1 11 L. _ 11 TYP EDGE NAILING, SEE NOTES 3 J" MIN TO EDGE OF PLYWOOD SHEET & SUPPORT FLOOR JOIST PER PLAN --- —IT - -- L_— ____ —IL T - r 1 I IT 1 11 L_— _..__._..._11___ 1 7 FACE GRAIN TO BE PERPENDICULAR TO JOISTS D SPACING PER S SCC—IEDULE TYP. SOLID SAWN HEADER SECTIONS TYPICAL FLOOR SHEATHING NTS (-2) STAGGER PLYWOOD JOINTS, SEE PLANS BLKG @ UNSUPPORTED PLYWOOD ALL EDGES (PERPENDICULAR TO JOISTS) WHERE NOTED ON PLANS OR NOTES. IN OTHER AREAS, MIN. BLOCKING SPACING: 8' —O" oc. MATCH JOIST SIZE. 1 1 L_ NAILING L PER NOTES FLUSH HEADER OR BEAM PER PLAN SIMPSON ST2215 BUILT —UP COLUMN (2) STUDS MIN 2x4 OR 2x6 STUDS @ 16 " "oc 16d 12 "oc, TYP C� BUILT —UP COLUMNS —HOLDOWN PER PLAN 1/2 S.W. A.B. SPACING TO HD 16d © 12 "oc STAGGER TYP F NOTE: USE © ALL EXTERIOR WALLS AND INTERIOR WALLS IN LINE W/ SHEAR WALLS NTS DETAIL C NTS (8) 16d NAILS EACH SIDE OF SPLICE t (NO BOTTOM SPLICE IN THIS AREA) '] .1( 4' -0" MIN 4' —O" MIN TOP PLATE SPLICE AT STUD L, TYP 2x4 STUDS CO 16" oc ADD 2x CONT BLKG 16d ® 12 "oc ( ---2" IN STAGGER, TYP r TYP PLAN T TTTTT f TTTTTT TTTTTTTTTTTT T Hp— 3rd IC WHERE REQ'D ELEVATION STUD WALL TOP PLATE SPLICE (2) 16d EA SIDE OF BOTTOM It SPLICE BOTTOM fE SPLICE AT STUD ., TYP ADD BLKG IF NECESSARY FOR SHEATHING I�. N NAIL AT EDGE OF NAILING li 4 SHEATHING 8d @ 6`" oc T.O. ROOF (4) 10d TOENAILS EX. 2x12 BLKG, ADD BLKG IF MISSING SIMP. HGA1O PER 5/S3.3 X I I I I I I I I I 11 EXISTING \ RIM BOARD i AT FLOOR NEW 2x12 SIMP. A35 NTS - EDGE NAIL TO TOP PLATE Fr 71 —" F" — — (2)2x TOP PLATE, UNO I I (2) ROWS OF NAILS N . SHEATH PER SW -6, 6/53.2 DO NOT HAVE VERTICAL JOINTS IN PLYWOOD FOR FIRST 6' —O" I I ll 1/2 S.W. A.B. SPAS TO HD lar; J Aff imirigrANINIE kiwa 'Main BLKG AT PANEL EDGES AND AT 8 " —O ". EDGE NAIL AS NOTED ON SCHEDULE. SHEATHING PER SCHEDULE FIELD NAIL STUDS @ 16' "oc SILL PLATE PER SCHED ANCHOR BOLTS W/ WASHER, SEE SCHEDULE HOLDOWN PER PLANS FINISH FLOOR LINE NOTCH FOR DOWNSPOUT NOTE: NAILING TO BE 3 A" MIN TO EDGE OF SUPPORTS & SHEETS. TYPICAL SHEAR WALL SHEATHING NEW DOWNSPOUT 2x4 BLKG AT DOWNSPOUT AT FLOOR LEVEL ADD 2x6 BLKG DO NOT HAVE ANY VERTICAL JOINTS IN PLYWOOD, TYP. THIS SIDE NEW 4" PLYWOOD EA. SIDE, NAIL 8d @ 6" oc EDGES, 12" oc FIELD (BLOCK EDGES) CONT. (2) 2x6 FLAT TOP ft, BREAKS STUDS AT FLOOR LEVEL Nkh EXISTING 2x6 FRAMING NEW 2x6 FRAMING (5) #10x4" SCREWS AT 2" oc VERT. TO EXISTING RIM JOIST. (2 ROWS TOTAL = 10 SCREWS) ADDITIONAL: #10 SCREWS @ 12" oc BTWN FLOORS TYP AT 2' -0' FIN AT 3RD & 2ND FLOOR K 9) NTS NEW FIN WALL EXISTING WALL SIMP. HGA10 © 4'—O" oc AND 6" FROM END (2 MIN.) NEW 2x6 STUD WALLS DETAIL NTS EXISTING WALL �� DETAIL EXISTING FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR RECEIVES) CITY OF TUKWIiA MAY 0 9 2007 PE; [TCENTER 1 Z U cr) w 0 >- Ct z J W d 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax [ EXPIRES: SEPTEMBER 17, 2007 CO Fr- w co I— 1. 0 7 ) DDcy) 0z (0 <LUI- 11.1 —En :o CO w Z < > (T) cc 0 < < CC ro w I- Co = o D o I- LL! > C� oC ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: DETAILS SHEET: 2628 S3.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL UNE MEASURES 1" IN LENGTH Y 7 A35 FRAMING CLIP WHERE HOEDOWN NO 9 „ — MIN 7 (4) 10d TOENAILS, TYP. HEADER PER PLAN w /(3) 16d EA END BUILT —UP COLUMN 2 STUDS w f 13 FULL HEIGHT MIN S TUD --' ANCHOR BOLTS PER ,6" CALLED OUT SHEAR WALL SCHED SIMPSON ST2215 TOP TJI JOIST @ EACH END PER PLAN HEADER OR BEAM PER PLAN (3)2x TOP Es @ 2x4 STUD BEARING WALLS (2)2x TOP Es 2x6 WALLS (2) 10d @ EA END (4) 10d TOENAILS, TYP: 2x4 STUDS 2x4 FP 4x8 HEADER, U.N.O. PER PLAN NTS y „ SOLID BLOCKING MID — HEIGHT, WHERE WALL HEIGH EXCEEDS 8' -0" 2x6 STUDS 2x6 F. 6x8 HEADER, U.N.O. PER PLAN TYPICAL STUD FRAMING DETAIL 1 - r 1 1 T 1 IT ' I. __ LL__ I_ 11 1 11 L. _ 11 TYP EDGE NAILING, SEE NOTES 3 J" MIN TO EDGE OF PLYWOOD SHEET & SUPPORT FLOOR JOIST PER PLAN --- —IT - -- L_— ____ —IL T - r 1 I IT 1 11 L_— _..__._..._11___ 1 7 FACE GRAIN TO BE PERPENDICULAR TO JOISTS D SPACING PER S SCC—IEDULE TYP. SOLID SAWN HEADER SECTIONS TYPICAL FLOOR SHEATHING NTS (-2) STAGGER PLYWOOD JOINTS, SEE PLANS BLKG @ UNSUPPORTED PLYWOOD ALL EDGES (PERPENDICULAR TO JOISTS) WHERE NOTED ON PLANS OR NOTES. IN OTHER AREAS, MIN. BLOCKING SPACING: 8' —O" oc. MATCH JOIST SIZE. 1 1 L_ NAILING L PER NOTES FLUSH HEADER OR BEAM PER PLAN SIMPSON ST2215 BUILT —UP COLUMN (2) STUDS MIN 2x4 OR 2x6 STUDS @ 16 " "oc 16d 12 "oc, TYP C� BUILT —UP COLUMNS —HOLDOWN PER PLAN 1/2 S.W. A.B. SPACING TO HD 16d © 12 "oc STAGGER TYP F NOTE: USE © ALL EXTERIOR WALLS AND INTERIOR WALLS IN LINE W/ SHEAR WALLS NTS DETAIL C NTS (8) 16d NAILS EACH SIDE OF SPLICE t (NO BOTTOM SPLICE IN THIS AREA) '] .1( 4' -0" MIN 4' —O" MIN TOP PLATE SPLICE AT STUD L, TYP 2x4 STUDS CO 16" oc ADD 2x CONT BLKG 16d ® 12 "oc ( ---2" IN STAGGER, TYP r TYP PLAN T TTTTT f TTTTTT TTTTTTTTTTTT T Hp— 3rd IC WHERE REQ'D ELEVATION STUD WALL TOP PLATE SPLICE (2) 16d EA SIDE OF BOTTOM It SPLICE BOTTOM fE SPLICE AT STUD ., TYP ADD BLKG IF NECESSARY FOR SHEATHING I�. N NAIL AT EDGE OF NAILING li 4 SHEATHING 8d @ 6`" oc T.O. ROOF (4) 10d TOENAILS EX. 2x12 BLKG, ADD BLKG IF MISSING SIMP. HGA1O PER 5/S3.3 X I I I I I I I I I 11 EXISTING \ RIM BOARD i AT FLOOR NEW 2x12 SIMP. A35 NTS - EDGE NAIL TO TOP PLATE Fr 71 —" F" — — (2)2x TOP PLATE, UNO I I (2) ROWS OF NAILS N . SHEATH PER SW -6, 6/53.2 DO NOT HAVE VERTICAL JOINTS IN PLYWOOD FOR FIRST 6' —O" I I ll 1/2 S.W. A.B. SPAS TO HD lar; J Aff imirigrANINIE kiwa 'Main BLKG AT PANEL EDGES AND AT 8 " —O ". EDGE NAIL AS NOTED ON SCHEDULE. SHEATHING PER SCHEDULE FIELD NAIL STUDS @ 16' "oc SILL PLATE PER SCHED ANCHOR BOLTS W/ WASHER, SEE SCHEDULE HOLDOWN PER PLANS FINISH FLOOR LINE NOTCH FOR DOWNSPOUT NOTE: NAILING TO BE 3 A" MIN TO EDGE OF SUPPORTS & SHEETS. TYPICAL SHEAR WALL SHEATHING NEW DOWNSPOUT 2x4 BLKG AT DOWNSPOUT AT FLOOR LEVEL ADD 2x6 BLKG DO NOT HAVE ANY VERTICAL JOINTS IN PLYWOOD, TYP. THIS SIDE NEW 4" PLYWOOD EA. SIDE, NAIL 8d @ 6" oc EDGES, 12" oc FIELD (BLOCK EDGES) CONT. (2) 2x6 FLAT TOP ft, BREAKS STUDS AT FLOOR LEVEL Nkh EXISTING 2x6 FRAMING NEW 2x6 FRAMING (5) #10x4" SCREWS AT 2" oc VERT. TO EXISTING RIM JOIST. (2 ROWS TOTAL = 10 SCREWS) ADDITIONAL: #10 SCREWS @ 12" oc BTWN FLOORS TYP AT 2' -0' FIN AT 3RD & 2ND FLOOR K 9) NTS NEW FIN WALL EXISTING WALL SIMP. HGA10 © 4'—O" oc AND 6" FROM END (2 MIN.) NEW 2x6 STUD WALLS DETAIL NTS EXISTING WALL �� DETAIL EXISTING FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR RECEIVES) CITY OF TUKWIiA MAY 0 9 2007 PE; [TCENTER 1 Z U cr) w 0 >- Ct z J W d 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax [ EXPIRES: SEPTEMBER 17, 2007 CO Fr- w co I— 1. 0 7 ) DDcy) 0z (0 <LUI- 11.1 —En :o CO w Z < > (T) cc 0 < < CC ro w I- Co = o D o I- LL! > C� oC ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: DETAILS SHEET: 2628 S3.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL UNE MEASURES 1" IN LENGTH PLUMBING FIXTURE SCHEDULE MECHANICAL LEGEND FIXTURE SYMBOL DESCRIPTION W V HW 2 REMARKS DOMESTIC COLD WATER (CW) ELECTRICAL STARTER FURN. BY „ REMARKS SUPPLY DUCT UP — - — - — 2 RPM 2- - --- --2 DOMESTIC HOT WATER (HW) LAVATORY COUNTER ... 0 SUPPLY DUCT DOWN 0 z-------e PROVIDE FAUCET W /STRAINER AND WASTE STOP DOMESTIC HOT WATER CIRCULATING (HWC) KITCHEN SINK 7 RETURN, RELIEF, TRANSFER, OSA DUCT UP 00 0 0 SOIL, WASTE (S, W) - P -3 [ 7 ] STALL RETURN, RELIEF, TRANSFER, OSA DUCT DOWN CONNET EXISTING TO Z -- - - ---e VENT (V), OR HIDDEN BELOW WASTE P -4 CLOTHES WASHER WALL BOX WALL EXHAUST DUCT UP CONNECT EXISTING TO 1 " /2 1 " /2 EXISTING PIPING - 95 f �< PANASONIC EXHAUST DUCT DOWN E z z 100 NATURAL GAS PIPING 1000 1.8 RECTANGULAR DUCT SQUARE ELBOW UP NO SWITCH 0.28 G —Z 1 - - 1 PIPE DOWN RECTANGULAR DUCT, RADIUS ELBOW UP ■1! Q PIPE UP RECTANGULAR DUCT, SQUARE ELBOW DOWN 1 1 + 0 WASTE UP RECTANGULAR DUCT, RADIUS ELBOW DOWN 1 11 - i WALL CLEANOUT ROUND DUCT ELBOW DOWN 0Z FLUSH CLEANOUT (FCO /SCO) 0 ROUND DUCT ELBOW UP I1 CLEAN OUT (CO) CEILING AIR TERMINAL - SQUARE 11 0 IN LINE WASTE CONNECTION 12 � AIR TERMINAL SIZE, TYPE & CFM 300 CFM 2 P -TRAP EE1 VOLUME DAMPER (VD) TEE PIPE DOWN AFF ABOVE FINISHED FLOOR z 101 z TEE PIPE UP BFF BELOW FINISHED FLOOR _101 z TEE DOWN AND OUT POC POINT OF CONNECTION z ICI 2 z TEE UP AND OUT MC MECHANICAL CONTRACTOR ---1-5I z T TEE DOWN EC ELECTRICAL CONTRACTOR TEE GC GENERAL CONTRACTOR z ITI z .L1 - ELBOWS, 45' & 90' -X- GATE VALVE (GV) C----z PIPE CAP -C}-- GLOBE VALVE PIPE CONTINUATION -S.1- CHECK VALVE (CV) ARROW DIRECTION OF SHOWN FLIN OW Z z 10 PUMP TEMP. /PRESS. RELIEF VALVE (T &PRV) WALL HYDRANT -I>r<1- BALL VALVE —. STRAINER b GAS COCK y 1 - III - UNION (P PRESSURE REDUCING VALVE 4T THERMOMETER DRAIN VALVE — 4 P PRESSURE GAGE FLOW DIRECTION ® FLEXIBLE PIPE CONNECTION A TRAP PRIMER WITH ACCESS PANEL FLOOR DRAIN AQUASTAT 0 ITI CROSSING LINES, NON CONNECTIONING W BALANCING COCK (BC) z z 1 PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V HW CW REMARKS CONTROLLED BY OR INTERLOCKED WITH ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS CFM EX. S.P. RPM AMPS P -1 LAVATORY COUNTER SINK: EXISTING TO BE RETAINED FITTINGS: PRICE PFISTER PRO -P251 SUPPLY: WIRSBO 1/2" ANGLE STOP W/ RISER TRAP: PVC 0 0 0 0 PROVIDE FAUCET W /STRAINER AND WASTE STOP P -2 KITCHEN SINK COUNTER SINK: EXISTING TO BE RETAINED FITTINGS: PRICE PFISTER PRO -P210 SUPPLY: WIRSBO 1/2" ANGLE STOP W/ RISER TRAP: PVC 00 0 0 0 - P -3 BATH /SHOWER STALL TUB /SHOWER: EXISTING FI111NGS: DELTA 1343WS SUPPLIES: MIXING VALVE TO HAVE INTEGRAL SUPPLY STOPS CONNET EXISTING TO 1/2" 1/2" REMOVE AND REINSTALL EXISTING SHOWERHEAD ®7'_O" AFF PROVIDE CHROME WASTE TRIP LEVER &STRAINER PROVIDE NEW SHOWERHEAD ARM. P -4 CLOTHES WASHER WALL BOX WALL FIXTURE: OATEY WMOB CONNECT EXISTING TO 1 " /2 1 " /2 PROVIDE WITH ITEGRAL SHOCK ARRESTORS AT SHUTOFF VALVES, CONNECT TO EXISTING WASTE. INSTALL AT HEIGHT RECOMMENDED BY WASHING MACHINE MANUFACTURER. EXHAUST FAN SCHEDULE UNIT NO MFR. MODEL LOCATION CONFIGURATION PERFORMANCE SONES BACKDRAFT DAMPER SPEED CONTROL CONTROLLED BY OR INTERLOCKED WITH ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS CFM EX. S.P. RPM AMPS VOLTS 0 EF -1 PANASONIC FVO5VF1 BATH CEILING 50 .20 1075 0.8 NA NO 0 0.12 120 1 - - 00 EF -2 PANASONIC FV11 VF1 KITCHEN CEILING 100 .20 1190 2.0 NA NO SWITCH 0.25 120 1 - - 95 EF-3 PANASONIC FV11VF2 MAINT ROOM CEILING 100 .25 1000 1.8 NA NO SWITCH 0.28 120 1 - - 0 GRILLES—REGISTERS—DIFFUSERS SCHEDULE UNIT NO DESCRIPTION MFR. MODEL CFM AIR PATTERN MOUNTING FACE SIZE NECK SIZE COLOR REMARKS CDH -# CEILING DIFFUSER TITUS 10 PER PLANS 00 SURFACE +5'Y4KTOTAL PER PLANS WHITE FRAME 6 02 SDS SIDEWALL SUPPLY DIFFUSER TITUS 300 RL PER PLANS DBL.DEFLECTION SURFACE NECK SIZE +14 TOTAL PER PLANS WHITE 2 WITHOUT MOUNTING HOLES. VOLTS 0 PTAC -1 TRANE PTEE0701 UA OFFICE OFFICE PACKAGED TERMINAL AIR CONDITIONER SCHEDULE UNIT NO UNIT NO MFR. MODEL LOCATION AREA SERVED EER COOLING CAPACITY HEATING BLOWER WEIGHT (Ibs) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR FURN. BY CFM REMARKS EWB EAT TOTAL BTU SENS. CAD 80'F ECONOMIZER TOTAL BTU EAT AMPS KW CFM OSA S.P. (IN. WC) FAN RPM HP MCA MOP VOLTS 0 PTAC -1 TRANE PTEE0701 UA OFFICE OFFICE 12.0 67 85 7000 24 100% 5500 85 7.9 1.6 225 70 0.3 - - 95 11.1 15 208 3 MFR EC - O GAS —FIRED ROOFTOP PACKAGED UNIT SCHEDULE UNIT NO MFR. MODEL LOCATION AREA SERVED HEATING BLOWER WEIGHT Ibs ( ) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY DUCT SMOKE DETECTOR REMARKS _ INPUT MBH EFFICIENCY CFM MIN. OSA EX. S.P. (IN. WC) FAN RPM HP MCA MOP VOLTS RPU -1 REZNOR CRGB 75 ROOF CORRIDOR 75 80 615 615 1.35 1725 1/2 800 - - 120 1 MFR EC NO Q1 ©pp NOTES FOR EXHAUST FAN SCHEDULE Q MODIFY WALL OPENING TO ACCOMMODATE FAN INSTALLATION, CONNECT TO EXISTING DUCTWORK. ® PROVIDE WITH 24HOUR PROGRAMMABLE TIMER (LEVETON 6421H). SEE SPECIFICATION, EXHAUST FAN MATRIX, FOR TIMER SCHEDULE. q tr 100Z 5 0 )VW vim► ► V O u10 allnit NOTES FOR PLUMBING FIXTURE SCHEDULE: 0 CONNECT TO EXISTING PLUMBING UTILITIES ® SEE TYPICAL KITCHEN SINK WASTE PIPE DETAIL. NOTES FOR ROOFTOP PACKAGED UNIT SCHEDULE 0 PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT. 0 HEAT EXHANGER SHALL BE 409 STAINLESS STEEL. 3Q PROVIDE 24V CONTROL W/ DUCTSTAT, 2 STAGE GAS CONTOL AND HIGH AMBIANT CUT OFF. ® PROVIDE W/ OSA FILTER HOOD NOTES FOR GRILLES. REG STERS. DIFFUSERS SCHEDULE: 0 MODEL No. & AIR PATTERN SHALL BE SAME AS CD -1 THRU CD -4, EXCEPT PROVIDE FOR MOUNTING INDICATED. Q2 FURNISH WITH "OPPOSED BLADE DAMPER "(OBD). 0 # INDICATES AIR PATTERN NOTES FOR ROOFTOP PACKAGED UNIT SCHEDULE Q1 PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT. 2® PROVIDE WITH THERMOSTAT, DIGITAL INTERFACE MODULE, WALL SLEEVE, OUTDOOR GRILLES AND SUB BASE KIT. s R No RED • WAV 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES 03/17/08 I 0 Z cc co 2 = = H I— I— as CC > > QQOZ (0 Q(9 WI— Z 0 CO < > &- cc 0 Q Q CC I ro W T' w Z r �� .4- CC I cc Z Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: MECHANICAL LEGEND AND SCHEDULES SHEET: 2628 M1.0 SHEET SIZE TRUE SCALE MEN HORIZONTAL LINE MEASURES T IN LENGTH 1:931N3OIl t13d LOOT 60 AVW YIIM)fnI O M-10 G2A-13 3' pTe STORAGE [ 107 EVATOR STAIR COMMUN TY ROOM O 206 204 L a 1ST FLOOR MECHANICAL DEMOLITION PLAN 1/8° =1' -0° LOBBY 202 J 2ND FLOOR MECHANICAL DEMOLITION PLAN 1/8° =1'-0° OFFICE i 106A! EVATOR MACHIN D E 'GR N ___)STAIR #1 Y GENERAL DEMOLITION NOTES 1. THE EXISTING DOMESTIC WATER SYSTEM IS TO BE KEPT FUNCTIONAL UNTIL THE NEW SYSTEM IS INSTALLED. THE EXISTING SHUTOFF VALVES, TO THE UNITS, IN THE CORRIDORS ARE PRESUMED TO BE UNSERVICEABLE. 2. CORRIDOR PIPING SHOWN IS TO BE REMOVED AT THE COMPLETION OF THE DOMESTIC WATER SYSTEM AND THE NEW HOT WATER HEATING SYSTEM. SIZES SHOWN ON DEMOLITION PLANS ARE APPROXIMATE. 3. AT NO TIME SHOULD THE EXISTING PLUMBING SYSTEM BE CONNECTED TO THE NEW PLUMBING SYSTEM. 4. COORDINATE ALL WORK WITH GC FOR ANY HAZARDOUS MATERIAL ABATEMENT REQUIREMENTS. 5. SEE TYPICAL UNIT MECHANICAL DEMOLITION PLAN THIS SHEET. DEMOLITION NOTES 0 REMOVE EXHAUST FAN & GRILLE. O. REMOVE FAUCET. O3 REMOVE SHOWER/TUB MIXING VALVE, SHOWER HEAD & FILLER SPOUT. SHOWER HEAD TO BE RETAINED FOR REINSTALLATION. KI REMOVE EXPOSED CLOTHES WASHER SUPPLY PIPING & VALVES. CLOTHES WASHER WASTE STAND PIPE TO BE REMOVED TO BEHIND FINISHED WALL TO ACCOMMODATE FUTURE WORK. :i:REMOVE CLOTHES DRYER VENT PIPING FROM CLOTHES DRYER TO EXTERIOR WALL CAP. WALL CAP & SLEEVE TO BE RETAINED. 0 SEE TYPICAL UNIT DEMOLITION PLAN THIS SHEET. O7 REMOVE DOMESTIC WATER MAIN IN CEILING SPACE. O8 REMOVE DRINKING FOUNTAIN AND APPURTENANCES, CAP WASTE PIPING BELOW SLAB. L TYPICAL UNIT MECHANICAL DEMOLITION PLAN = 1'-0 S q R �'(� i � V 'gL ' IR� 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 BORES Of / 17 / /rm8 �O Z cc 0 03 I I— I— o QQOZ a CO W Z zz CO - fx 0 < gE CC >" v. 5 moo_ o� CC U 1 > C'3 cc Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 1ST & 2ND FLOOR & TYPICAL UNIT MECHANICAL DEMOLITION PLANS SHEET: 2628 M2.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES T IN LENGTH '3 • ' 1•:t." • • • • 1.3, 2 ..... -• ••••• ••• ....... . • . .... . . . .. 3• ••!:• ,3 •;;; ; ;!3 ,3 •Yar:'•3!3!..".3`•:•.`13 : •!3 :. :3, .......... ' 3 .... • . • .. . • . • .. . • • ••• ..33 • • • • •33, • • •.:333.3. • •,33 • • • .3.3.1.33.: • • •33333.33,3 -3,333 • 311 3' 309 • 310 4 ••••• ......... '•'•`+'• 3 3 3 t I .•••, •!'• • ••••- • .... ... • . . • ... . . . 3 3 3: • • • . .•... . - .Yr. • • • . . . . 3 / „ : "3, .3"•• • $13 ...... x mom:ca.:ex. ba •4•••',..• : 3 CtIOFIDOR " • , " .. ..... : RooR DEWVTION 118V „A:33.33..•33.3 ...... 316 8 1 • • •••• kW. N.• •-•' 3-33 304 N • • • "..3. - . . 3 3: 9 •••••••••33••••••••••••""• ''''' " " " "." " " " " " •""•••••••••••••••• s' 3 3 3 3,3.} •, ; 3 L3..3 10 1E0 -3 7.44.3 , 333W3 3 333 ,• 33; e '••• ; :•••••=••:•:.:;`,.• • :.•• •••'' • . - : S3.3,s3.3.3.V333 • ' ' ''' '''''''''''' .0 1 • :", ) ::: ,, ,, '''.11 , : :: '• . : i .„ a.: 1 / 1 \ -•••••, , ( ':; :::' ''' ......„.„.........,z,===::=.&,.................„.... 4 ROOF MECHANICAL DEMO .. :LIT ON PLAN tr 3, I 3; •:•••• ! •."•,•••••••••••••••••••••••••••,`,: , V 302 , 3 • : 3q ■•• : ..,' .T ' 3 ■3 ',' "•,.. ..:‘ . ? :• : r. - k , •• •• • •• 3,' . 3; 3 14 '• , rn ENERAL DEMOLITION 1OES .THE EXISTING DOMESTIC WATER SYSTEM IS TO BE KEPT FUNCTIONAt UNTIL THE NEW SYSTEM IS INSTALLED, THE EXI SHUTOFF VALVES, TO THE UNITS, IN T-IE CORRIDORS RE PRESUMFD TO BE UNSERVICEABLE. 2, :CORRIDOR PIPING SHOWN IS TO BE REMOVED T THE COMPLETION OF THE DOMESTIC WATER SYSTEM AND 'THE NEW HOT WATER HEATING SYSTEM SIZES SHOWN ON DEMOLTO N PLANS ARE APPROXIMATE, 3., AT NO TIME SHOULD THE EXISTING PLUMBING SYSTEM CONNECTED TO THE NEW PLUMBING SYSTEM, COORDINATE ALL WORK WITH GC FOR A ABATEME \IT REQUIREMENTS, SEE SHEET M2.0 FOR iypcAL UNIT MECHANICAL DEMOIJT DEMQUTKIN NOT ES_ EE TYPICAL 'UNIT MECHAN)CAL. DEMOLITI ON PLAN SHEET M2„0, NY HAZAlk OUS BE MATERIAL RECEIVED CITY OF TUKWILA MAY 09 ZOO/ PERMIT CENTER 0 LL 0 w Cr) \ \•%. \ \ \ \s, \ •••• „,„;„„ „N. 607 SW .Grady Way •uitiq 710 Renton, W 98055 4252263522 Phone 425:226.9115 Fax zz • .11, ISRUE: PERM fl SET 262 05 MAR. 2007 SHEET T TLE: 3RD & ROOF FLOOR DEMO PLANS M2.1 :ONE'. VA OR MACHINE 1ST FLOOR MECHANICAL PLAN 1/8" = 1'-0" i i 2ND FLOOR MECHANICAL PLAN 1/8" =1' -0" COMM LAITY ROOM .._ CONSTRUCTION NOTES Q 18x18SDS SIDE WALL SUPPLY DIFFUSER. INSTALL FIRE SMOKE DAMPER AT PENETRATION OF CHASE WALL. COORDINATE WITH GC FOR FLUSH INSTALL OF DIFFUSER ON FACE OF WALL. COORDINATE CONNECTION OF DAMPER TO FACP W /FIRE ALARM CONTRACTOR. ® AREA RESERVED FOR FIRE SPRINKLER HEADER SEE FIRE SPRINKLER DRAWINGS FOR CONTINUATION. g DOMESTIC WATER HEADER. SEE DETAIL ON SHEEP M4.0. 0 AREA RESERVED FOR GAS METER. CONTRACTOR TO COORDINATE WITH GAS PUVERYOR TO SET METER. ® SEE TYPICAL UNIT MECHANICAL PLAN THIS SHEET. ® CONNECT NEW DOMESTIC WATER TO EXISTING WATER HEATER. 7® 2, "CW FROM METER, SEE SHEET C1.0 FOR CONTINUATION. TYPICAL UNIT MECHANICAL PLAN 1/4" =1' -0" RECEIVED CITY OF TU KW!!A MAY 0 9 20U1 PENOTCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax WIRES 6+18 / 21/ /®8 ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 1ST & 2ND FLOOR & TYPICAL UNIT MECHANICAL PLAN 2628 SHEET M3.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH T 0 L 1 1/8" =1-0" 1/8" =1' -0" 3RD FLOOR MECHANICAL PLAN ROOF MECHANICAL PLAN 0 X CONSTRUCTION NOTES 0 18x18SDS SIDE WALL SUPPLY DIFFUSER. INSTALL FIRE SMOKE DAMPER AT PENETRATION OF CHASE WALL. COORDINATE WITH GC FOR FLUSH INSTALL OF DIFFUSER ON FACE OF WALL. COORDINATE CONNECTION OF DAMPER TO FACP W /FIRE ALARM CONTRACTOR. Q ROOFTOP GAS VENTILATION UNIT (RTU -1). COORDINATE WITH GC ON EXACT LOCATION TO ALLOW DIRECT DROP OF DUCTING INTO NEW CHASE. 0 SEE TYPICAL UNIT MECHANICAL PLAN SHEET M3.0. ..01 41 410 RECEIVED CITY OI TUKWIIA MAY 0 9 2007 PERM IT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES CO / 21//®B >- 1- 0 Z cc 0 co I I- I- r CC cb a ao�z a �» ��zz a CC I tor w ZZ ° 0 2 CC 0 � CT -4 ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 3RD & ROOF MECHANICAL PLAN 2628 SHEU M3.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL IJNE MEASURES T IN LENGTH GASKET BY EQUI MANUFACTURER, WOOD NAILING STRIP BY G.C. COUNTER FLASHING BY MECH., CON RACTO. TREATED BLOCKING CANT Ec MOUNTING FRAME BY MFR, ROOF MOUNTING FRAME FURNISHED WITH UNIT., • ' ENT GAS PIPE CONNECTION, FIELD VERIFY EQUIPMENT CONNECTION LOCATION, EXTEND EXISTING AND Ni E W GAS AS NECESSARY. SPOUT FLEX CONNECTION SUPPLY DUCT SIZE AS INDICATED ON g ,/ FLOOR PLANS, - SHOWER HEAD INSTALL r-cr AFF NOT TO SCALE 4IXING VALVE ROOFTOP PACKAGED UNIT ON DETAIL INSULATION BY 1 ROOFTOP PAC<AGED =-WATER CLOSET LA'v TYPICAL OOFTOP PACKAGED UNIT EXTEND GAS FLUE 24 ABOVE UNIT, OUTSIDE AIR HOOD UN -FINISHED ROOF UN T ...vaaaaaaa. rma. nasuaaaaaaac Aug IT STACK ............. NO SCALE .?,ND FLOO R UN T IPINO SAME AS F 3RD F OOR UNIT PIP SAME AS FIRST REFER & UNIT 1 SHUTOFF VALVE IN HOT WATER TANK CAVITY RST NATURA -- MAIN .84 VALVE . 1ST FLOOR CORID•OR (STING UNDER COOKIER HOT WATER TANK 4,,eeeceetetY. teeeeeeRTMO GAS R DIAGRAMMA IC KITCHEN SINK SUPPLY STOP (TYPICAL) SER DIAGRAM NOTES: NATURAL GAS PIPING SIZED PER EQUATION 4-1 OF THE 2003 IFGC, 150 DISTANCE FROM METER TO FURTHEST NATURAL GAS FIXTURE, DOMESTIC CW FROM METER SIZE PER PLANS I . 4. PIPE SLEEVE P SPECIFICATIONS "PRESSURE REDUCING VALVE, WILKINS 500 SERIES, SET AT 80 PSI 0 OUTLET, t VERIFY PSI PRV INLET PRIOR TO 1NSTALLATONL FULL S SL-4Qc ARRESTOR ACCESS 'THROUGH • OPENING 'CABINET PLUMBING CHASE TYP FULL SIZE BY-PASS DOMES I C 12 8/8 rraaable. 2N 11 1m 14x14 SD 245 CFM .3RD ..FLOOR... 14104 SO 24.5 CFM 14x14 (TYR OF RP U-1 -OS.. FILTER H ROOF D FLOOR , 12x12 SD 185 CFM FIRE SMOKE DAMPER (TYP CAL) , , , ,*wwoww,,, , e.,,,vmxweeemoontmeeems.m.,, , , , , , ,vemomoallo NO SCALE EXISTING WASTE .i2t VENT KITCHEN SINK t (EXISTH INGTYP) CAL KITCHE WASTE PIPE DE NO SCALE NOT TO SCALE SUPPORT P PE (TYPICAL) N ATER HEADER NEW ABS WASTE PIPE TAILPIECE P -TRAP S & LONG SWEEP (DOUBLE) WYE. SINGLE LONG SWEEP WYE ON ONE KITCHEN UNITS SINK( AIL DOUBLE CHECK VALVE, WILK NS MODEL 950, 1 -CW TO BUILDING, SIZE PER PLANS ETA OOD DiSposAL (ExismNG) 0 FULL SIZE .HEADER EXPANSION TANK (AMTR: )L ST-80V RECEIVED GiTY TUKWILA MAY 0 9 1007 PEP,MITCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Pon 425226.9115 Fax P SMET: EGS Hok.o.siv •Partnership Z 0 UJ co }— oo Cr <ciOz 11. u ) 0 < 1 : 111 1t < z z 0cLu re co ict F.. p Ce: SSUE: pERm T SET TE: 05 MAR 2007 Si-EET TITLE: MECHAN DETAILS 01 MAY 2007 2628 CAL M4.0 9 1111111111111111111 MINIMUM FIRE PROTECTION DESIGN CRITERIA ROOM NAME HAZARD CLASSIFICATION DESIGN DENSITY (G.P.M. / SQ. FT.) MINIMUM REMOTE AREA UNMODIFIED FT.) HOSE STREAMS (G.P.M.) MINIMUM REMOTE AREA MODIFICATIONS DWELLING UNIT LIVING AREA RESIDENTIAL HAZARD OCCUPANCY 0.10 4 HEADS 100 DWELLING UNIT SLEEPING AREA DWELLING UNIT KITCHEN AREA DWELLING UNIT CLOSETS �� CORRIDORS LIGHT HAZARD OCCUPANCY 0.10 5 HEADS 100 HEAVY LINE INDICATES NEW PIPING OR PIPING TO BE REMOVED I BRANCH—SIDE CONNECTION COMMUNITY ROOM LIGHT HAZARD OCCUPANCY 0.10 1,500 100, 1 & 2 PUBLIC RESTROOMS LOBBY AREAS OFFICE AREAS RECEPTION AREAS GROOVED COUPLING JANITORS ROOM ORDINARY HAZARD GROUP I OCCUPANCY 0.15 . 1,500 250 1 7 2 LAUNDRY ROOM EXTENDED COVERAGE SEMI — RECESSED HORIZONTAL SIDEWALL SPRINKLER HEAD 1 STORAGE ROOMS ORDINARY HAZARD GROUP II OCCUPANCY 0.20 1,500 250 1 & 2 ELECTRICAL ROOM ELEVATOR MACHINE ROOM SPRINKLER RISER ROOM MECHANICAL ROOM SYSTEM MODIFICATIONS THAT ARE REQUIRED TO BE PERFORMED ON THE MINIMUM REMOTE AREA SIZE MODIFICATION NUMBER REASON FOR MODIFICATION REMOTE AREA MODIFICATION 1 WET PIPE SYSTEM, Q.R. SPRINKLERS, 20' OR LESS CEILING, CEILING POCKETS PROTECTED USE FIGURE 11.2.3.2.3.1 OF THE 2007 EDITION OF N.F.P.A. #13 2 CEILING OR ROOF SLOPE EXCEEDS A 2 IN 12 PITCH INCREASE REMOTE AREA 30% 3 DRY PIPE SPRINKLER SYSTEM OR DOUBLE INTERLOCK PRE-ACTION SPRINKLER SYSTEM INCREASE REMOTE AREA 30% 4 UTILIZING HIGH TEMPERATURE SPRINKLERS IN AN EXTRA HAZARD OCCUPANCY REDUCE REMOTE AREA 30%, BUT NOT LESS THAN 2,000 SQ. FT. 5 COMBUSTIBLE CONCEALED SPACE (INCLUDING ROOF VENTING SPACES) 3,000 SQ. FT. AFTER ALL OTHER MODIFICATIONS HAVE BEEN MADE FIRE PROTECTION LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PIPE DOWN !�1�-+ EXISTING STANDPIPE SYSTEM WITH A 2��" HOSE VALVE OUTLET -0 PIPE UP 4 —WAY SWAY BRACE LOCATION - �� BRANCH —TOP CONNECTION � PRESSURE RELIEF VALVE BRANCH— BOTTOM CONNECTION HEAVY LINE INDICATES NEW PIPING OR PIPING TO BE REMOVED I BRANCH—SIDE CONNECTION ZS= - - - - -- DASHED LINE INDICATES EXISTING PIPING TO REMAIN CAP ON END OF PIPE � SEMI — RECESSED HORIZONTAL SIDEWALL SPRINKLER HEAD GROOVED COUPLING � SEMI — RECESSED HORIZONTAL DRY SIDEWALL SPRINKLER HEAD BALL VALVE — (1 EXTENDED COVERAGE SEMI — RECESSED HORIZONTAL SIDEWALL SPRINKLER HEAD 1 BUTTERFLY VALVE Q STANDARD SPRAY UPRIGHT SPRINKLER HEAD i>41 FLOW TEST INFORMATION BASE HYDRAULIC CALCULATIONS ON A FLOW TEST PERFORMED ON JANUARY 19TH, 2007 BY BCE ENGINEERS. TEST OUTLET STATIC PRESSURE: 80 P.S.I. ALLOWED IN HYDRAULIC CALCULATIONS PER KING COUNTY WATER DISTRICT #125 (90 P.S.I. AVAILABLE) RESIDUAL PRESSURE: 52 P.S.I. ALLOWED IN HYDRAULIC CALCULATIONS PER KING COUNTY WATER DISTRICT #125 (62 P.S.I. AVAILABLE) FLOWING HYDRANT #1 PORT #1 PITOT 47 FLOW: 911.1 G.P.M. PORT #2 PITOT 47 FLOW: 911.1 G.P.M. TOTAL FLOW: 1,822.1 G.P.M. AVAILABLE AT 20 P.S.I.: 2,990.1 G.P.M. 6" LONG STREAM STRAIGHTENERS WERE USED ON BOTH PORTS WITH AN INTERNAL DIAMETER OF 2.25" AND A COEFFICIENT OF 0.88. TEST OUTLET WAS A HOSE BIB ON THE WATER METER SERVING AN UNDEVELOPED LOT ON THE NORTH SIDE OF SOUTH 144TH STREET, ACROSS FROM 4021 SOUTH 144TH STREET. FLOW HYDRANT WAS LOCATED AT THE INTERSECTION OF SOUTH 144TH STREET AND 41ST AVENUE SOUTH. HYDRANT FLOW TEST CONDUCTED BY BCE ENGINEERS. TEST PERFORMED BY: TEST WITNESSED BY: FRED BLANCHARD OF BCE ENGINEERS JOE SNYDER OF BCE ENGINEERS DON TOMASO CITY OF TUKWILA FIRE DEPARTMENT RUSS AUSTIN OF KING COUNTY WATER DISTRICT #125 RECEIVED CITY OF TUKWILA MAY 0 9 2007 PERKM1TCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax BORES 03 / Y1 / ma �O Z pc O I I— a a W Z Z U w cc 0 < ! w = � � ZZ oo �� CC I if ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION CRITERIA AND FLOW TEST INFORMATION 2628 SHEET: FPI.1 • air ICE TRUE 1.24LE L ITM l LEM7111 BEDROOM WARDROBE LIVING-DINING ENTRY o GENERAL NOTES 1. THE CITY OF TUKWILA DOES NOT ACCEPT N.F.P.A. #13R FIRE PROTECTION SPRINELR SYSTEMS. THE CITY OF TUKWILA WILL ONLY ACCEPT N.F.P.A. #13 CODE COMPLIANT FIRE PROTECTION SPRINLER SYSTEMS. 2. THE CITY OF TUKWILA HAS ADOPTED THE 2007 EDITION OF N.F.P.A. #13 AND WILL NOT ACCEPT DESIGNS BASED UPON EARLIER EDITIONS. 3. THE CITY OF TUKWILA REQUIRES THE SUBMITTAL DRAWINGS, SEISMIC BRACING CALCULATIONS, AND HYDRAULIC CALCULATIONS TO BE REVIEWED AND APPROVED BY A THIRD PARTY FIRE PROTECTION ENGINEER OR BY A RECOGNIZED INSURANCE CARRIER BEFOR SUBMITTING TO THE CITY OF TUKWILA. CORRIDOR 2' ET ENLARGED DWELLING UNIT PLAN SCALE: 1 /2" = 1' -0" 4' ENTRY CLOSET 6' 8' GRAPHIC SCALE 1 /2" = 1 - 0" LIVING - DINING 0 0 0 0 0 0 0 0 KITCHEN WARDROBE CONSTRUCTION NOTES 5' TUB & SHOWER BEDROOM BATH J , • THE 2007 EDITION OF N.F.P.A. #13 DOES NOT SPRINKLER COVERAGE REQUIRED WITHIN BATHROOMS IN WHICH THE AREA DOES NOT EXCEED 55 SQUARE FEET AND THE WALLS AND CEILINGS ARE OF NON— COMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS PROVIDING A 15 MINUTE THERMAL BARRIER. PER A MEETING WITH THE CITY OF TUKWILA FIRE DEPARTMENT, SPRINKLER PROTECTION WILL BE PROVIDED IN ALL BATHROOMS. PER THE 2007 EDITION OF N.F.P.A. #13, SPRINKLER COVERAGE IS REQUIRED WITHIN CLOTHES CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN ALL DWELLING UNITS EXCEPT IN MOTEL AND HOTEL APPLICATIONS. NEW SOFFIT MATERIAL FOR A DECORATIVE COVERING TO BE INSTALLED BY THE GENERAL CONTRACTOR. THE MAXIMUM DISTANCE BETWEEN THE HORIZONTAL SIDEWALL SPRINKLER HEAD AND THE ADJACENT WALL SHALL BE 8' -0". TYPICAL HORIZONTAL SIDEWALL SPRINKLER HEAD WITH THE DEFLECTOR BEING INSTALLED AT A RANGE OF 4" TO 6" BELOW THE DWELLING UNIT CEILING. NO SPRINKLER PROTECTION REQUIRED WITHIN THE NON— ACCESSIBLE COMBUSTIBLE ENCLOSURE FOR THE HOT WATER HEATER, PER A MEETING WITH THE CITY OF TUKWILA FIRE DEPARTMENT. NEW SPRINKLER SYSTEM MAIN PIPING IN THE CORRIDOR SHALL BE INSTALLED ABOVE THE ACOUSTICAL CEILING TILES IN NEW SOFFIT INSTALLED BY THE GENERAL CONTRACTOR. THE FIRE PROTECTION SPRINKLER CONTRACTOR TO CORE DRILL CMU BLOCK WALL. SPRINKLER HEAD GUARDS ARE REQUIRED IN THE CLOSETS WITHIN THE DWELLING UNITS FOR THIS PROJECT. 4 : ' Alt 4 RECEIVED ORCITYOFTUKWILA MAY 0 9 2007 PEA M TCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I EXPIRES 03 / 17 / m8 CO I— I 0 Z cc W O co I = c0 I-- I_ o Q0 5 co 0 Q (� W W w w ? cc 0 < < W I Q Z Z r 1-1 [C V I W cc C3 Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION TYPICAL UNIT PLAN 2628 SHEET: FPI.2 WEFT SIZE MIX =LEWIN i r&ilMMi & 4. YL TW GENERAL NOTES 1 THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE ALL SHORT TERM SCHEDULES WITH THE GENERAL CONTRACTOR AND /OR OWNER PRIOR TO COMMENCING WORK. 2. ALL SPRINKLER HEAD LOCATIONS SHALL TAKE INTO ACCOUNT THE CONFIGURATION OF THE AREA BEING PROTECTED AND SHALL CONFIGURE THE LAYOUT TO BE SYMMETRICALLY SPACED. 3. COORDINATE SPRINKLER HEAD LOCATIONS IN ACOUSTICAL CEILING TILES WITH THE ARCHITECTURAL DRAWINGS FOR ACOUSTICAL CEILING GRID LOCATIONS AND CEILING HEIGHTS, MECHANICAL DRAWINGS FOR H.V.A.C. DIFFUSER LOCATIONS, AND ELECTRICAL DRAWINGS FOR CEILING GRID LAYOUT, LIGHT LOCATIONS, AND FIRE ALARM DEVICES. ACOUSTICAL CEILING GRID LAYOUT AND DEVICES INDICATED ON THE ARCHITECTURAL DRAWINGS MAY NOT BE CORRECT. 4. ALL PENDENT TYPE SPRINKLER HEADS INSTALLED IN ACOUSTICAL CEILING TILE OR HARD LID CEILINGS SHALL BE FLUSH STYLE CONCEALER SPRINKLER HEADS WITH A WHITE ESCUTCHEON PLATE THAT IS FLAT. DOMED ESCUTCHEONS WILL NOT BE ALLOWED. 5. ALL PIPING IN FINISHED AREAS SHALL BE INSTALLED CONCEALED ABOVE THE CEILING SPACE UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PORTION OF THE SPRINKLER SYSTEM INSTALLED EXPOSED SHALL BE ADDRESSED IN WRITING WITH SKETCHES (PRIOR TO THE PIPING BEING FABRICATED OR INSTALLED) TO THE ARCHITECT AND ENGINEER TO EVALUATE. 6. ALL HORIZONTAL SIDEWALL SPRINKLER HEADS SHALL BE WHITE SEMI- RECESSED STYLE WITH WHITE ESCUTCHEONS. 7. ALL SPRINKLER PIPING TO BE C.P.V.C. UNLESS SPECIFICALLY NOTED AS BEING BLACK SCHEDULE 40 OR BLACK SCHEDULE 10 STEEL PIPING. 8. ALL EXPOSED PIPING SHALL BE BLACK SCHEDULE 40 OR BLACK SCHEDULE 10 STEEL PIPING. 0 0 CONSTRUCTION NOTES TO BE REMOVED. SEE STANDPIPE DETAILS ON SHEET FP3.3 AND FP3.4. I7I III r IkIn C`rr ri17C'T rl r r l7 r I AAI ^AI 1 11 C• C•1 11"r"'r r/'ll'] r- r AIkI r Ic'nl IAr]nr• 1 rrn rif k MAINTENANCE & STORAGE SEE ENLARGED FIRE PROTECTION RISER DETAILS ON SHEET FP3.1 FOR ADDITIONAL NOTES. 110 SHADED AREA REPRESENTS THE CLEAR SPACE REQUIRED FOR THE FIRE PROTECTION SPRINKLER SYSTEM EQUIPMENT IN WHICH STORAGE OF COMMODITIES IS NOT ALLOWED. 30 THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL PROVIDE A NEW 10' ELECTRIC BELL MOUNTED ON THE EXTERIOR OF THE BUILDING THAT WILL BE POWERED BY A 24 VOLT D.C. POWER SOURCE FROM THE FIRE ALARM PANEL. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE THE INSTALLATION LOCATION OF THE LOCAL ALARM DEVICE (ELECTRIC BELL) WITH THE LOCAL AUTHORITY HAVING JURISDICTION. THE AUTHORITY HAVING JURISDICTION MAY REQUIRE THE LOCAL ALARM DEVICE TO BE INSTALLED ON THE ADDRESS SIDE OF THE BUILDING. A HORN /STROBE WILL BE PROVIDED ON THE EXTERIOR OF THE BUILDING BY THE FIRE ALARM CONTRACTOR TO MEET LOCAL JURISDICTION REQUIREMENTS. 40 SEE CIVIL DRAWINGS FOR CONTINUATION OF THE FIRE PROTECTION UNDERGROUND SUPPLY AND FIRE DEPARTMENT CONNECTION PIPING. O THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL PROVIDE A CONTROL VALVE LOOP TO SERVE THE SPRINKLER HEAD LOCATED IN THE ELEVATOR EQUIPMENT ROOM PER THE CITY OF TUKWILA. SEE CONTROL VALVE LOOP DETAIL ON SHEET FP3.2 FOR MORE DETAILS. O EXISTING WALL MOUNTED FIRE DEPARTMENT CONNECTION AND FIRE DEPARTMENT CONNECTION PIPING BACK TO THE VERTICAL STANDPIPE RISER a7 EXISTING STAND ALONE CLASS I DRY STANDPIPE RISER WITH 21" HOSE VALVES ON THE INTERMEDIATE LANDINGS TO REMAIN, BUT WILL BE CONVERTED TO CLASS I WET STANDPIPE SYSTEMS THAT ARE INNER - CONNECTED. SEE STANDPIPE DETAILS ON SHEET FP3.3 AND FP3.4 FOR MORE INFORMATION. ® MAIN DRAIN DISCHARGE PIPING TO TERMINATE ON THE EXTERIOR OF THE BUILDING IN THE LOCATION INDICATED ON THIS DRAWING. PIPING TO PENETRATE THE EXTERIOR WALL AS LOW AS POSSIBLE, BUT NO LOWER THAN 6" ABOVE GRADE AND TERMINATE WITH A 45° GALVANIZED DOWN TURNED ELBOW. ® FIRST FLOOR MAIN DRAIN VALVE TO BE LOCATED ABOVE THE CEILING OF CORRIDOR #101 AND SHALL BE CONNECTED TO THE FLOOR TO FLOOR MAIN DRAIN RISER DISCHARGE PIPING TO CREATE A SINGLE PENETRATION OF THE BUILDING'S EXTERIOR WALL. Os LOCATION FOR FLOOR TO FLOOR MAIN DRAIN RISER. ROUTE DISCHARGE THROUGH CORRIDOR #101 AND TERMINATE ON THE EXTERIOR OF THE 11 0 14 15 16 18 19 105 GRAPHIC SCALE /r'1lll AIrIA/ fl run IIATrrIAI FIRE PROTECTION • GROUND FLOOR PLAN SCALE: 1/8" = 1' -0" 0' 8' 16' 24' 32' 1/8" = 1' -0" north OFFICE 106A LOCATION FOR THE NEW 4" FLOOR TO FLOOR VERTICAL SUPPLY RISER TO SERVE THE SECOND FLOOR SPRINKLER SYSTEM, THIRD FLOOR SPRINKLER SYSTEM, AND CLASS I WET STANDPIPE SYSTEM. THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1 THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1 UPON N.F.P.A. #13 DESIGN CRITERIA FOR ORDINARY HAZARD .1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. UPON N.F.P.A. #13 DESIGN CRITERIA FOR ORDINARY HAZARD .1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. rnn A nr \ /r nr1\ /rhlAlr' Trl rr IAIC`TAI I rr► []V TLJr r•rkIrrAI nr1AITC]AnTnr] SEE "ENLARGED DWELLING UNIT PLAN" ON SHEET FP1.2 FOR THE INTENDED CONFIGURATION OF THE FIRE PROTECTION PIPING WITHIN EACH TYPICAL DWELLING UNIT. C.P.V.C. TO STEEL SLIPxTHREAD ADAPTER. SPRINKLER PROTECTION AT THE BOTTOM OF THE ELEVATOR PIT IS NOT REQUIRED PER N.F.P.A. #13 DUE TO A RATED ELEVATOR SHAFT AND NON- COMBUSTIBLE HYDRAULIC FLUID BEING UTILIZED. THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR RESIDENTIAL HAZARD OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR LIGHT HAZARD OCCUPANCY FOR CORRIDORS. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. ' " 4:� : ) 4/4 THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR LIGHT HAZARD OCCUPANCY. SWol, p d "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. L/ GROUP RECEIVE 1 fMTtJKWII A MAY 0 2007 PE- sa',i11TCENTER GROUP II • AZ NN 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax IsapuEs 03/17/m8 � z0: 0 S 1-1 ro aaoz Cr o W Z Z U� Ce 0 < C ic ) CC � ZZ g 0 0 D LU cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION GROUND FLOOR PLAN 2628 SHEET: FP2.1 SHEET SIZE TRUE SCALE WHEN 1-1C1RI7[]NTAI I INF WFAS11RFS 1 IN I FN C:11-1 GENERAL NOTES 1. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE ALL SHORT TERM SCHEDULES WITH THE GENERAL CONTRACTOR AND /OR OWNER PRIOR TO COMMENCING WORK. 2. ALL SPRINKLER HEAD LOCATIONS SHALL TAKE INTO ACCOUNT THE CONFIGURATION OF THE AREA BEING PROTECTED AND SHALL CONFIGURE THE LAYOUT TO BE SYMMETRICALLY SPACED. 3. COORDINATE SPRINKLER HEAD LOCATIONS IN ACOUSTICAL CEILING TILES WITH THE ARCHITECTURAL DRAWINGS FOR ACOUSTICAL CEILING GRID LOCATIONS AND CEILING HEIGHTS, MECHANICAL DRAWINGS FOR H.V.A.C. DIFFUSER LOCATIONS, AND ELECTRICAL DRAWINGS FOR CEILING GRID LAYOUT, LIGHT LOCATIONS, AND FIRE ALARM DEVICES. ACOUSTICAL CEILING GRID LAYOUT AND DEVICES INDICATED ON THE ARCHITECTURAL DRAWINGS MAY NOT BE CORRECT. 4. ALL PENDENT TYPE SPRINKLER HEADS INSTALLED IN ACOUSTICAL ' CEILING TILE OR HARD LID CEILINGS SHALL BE FLUSH STYLE CONCEALER SPRINKLER HEADS WITH A WHITE ESCUTCHEON PLATE THAT IS FLAT. DOMED ESCUTCHEONS WILL NOT BE ALLOWED. 5. ALL PIPING IN FINISHED AREAS SHALL BE INSTALLED CONCEALED ABOVE THE CEILING SPACE UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PORTION OF THE SPRINKLER SYSTEM INSTALLED EXPOSED SHALL BE ADDRESSED IN WRITING WITH SKETCHES (PRIOR TO THE PIPING BEING FABRICATED OR INSTALLED) TO THE ARCHITECT AND ENGINEER TO EVALUATE. 6. ALL HORIZONTAL SIDEWALL SPRINKLER HEADS SHALL BE WHITE SEMI — RECESSED STYLE WITH WHITE ESCUTCHEONS. 7. ALL SPRINKLER PIPING TO BE C.P.V.C. UNLESS SPECIFICALLY NOTED AS BEING BLACK SCHEDULE 40 OR BLACK SCHEDULE 10 STEEL PIPING. 8. ALL EXPOSED PIPING SHALL BE BLACK SCHEDULE 40 OR BLACK SCHEDULE 10 STEEL PIPING. CONSTRUCTION NOTES 0 NEW SOFFIT MATERIAL FOR A DECORATIVE COVERING TO BE INSTALLED BY THE GENERAL CONTRACTOR. ® SNEW 4" SCHEDULE 10 STEEL PIPE TO BE INSTALLED ABOVE THE ACOUSTICAL CEILING TO INNER — CONNECT THE EXISTING STAND ALONE STANDPIPE SYSTEMS. Q THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL CUT IN A 4" OUTLET ON THE EXISTING CLASS I DRY STANDPIPE SYSTEM FOR INNER — CONNECTION. SEE STANDPIPE DETAILS ON SHEET FP3.2 FOR MORE INFORMATION. © THE HRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL PROVIDE BUTTERFLY VALVES WITH INTEGRAL TAMPER SWITCHES TO ISOLATE EACH STANDPIPE SYSTEM. THE VALVES SHALL BE PLACED ABOVE THE ACOUSTICAL CEILINGS IN CORRIDOR #201. ® SPRINKLER PROTECTION IN NOT REQUIRED BY N.F.P.A. #13 BENEATH ALL EXTERIOR OVERHANGS AND CANOPIES IN WHICH ANY MEMBER THAT COMPRISES THE EXTERIOR OVERHANG AND CANOPY IS OF NON— COMBUSTIBLE OR LIMITED COMBUSTIBLE CONSTRUCTION (NOT JUST THE EXPOSED SURFACE) OR WHERE COMBUSTIBLES ARE NOT HANDLED OR STORED. ® EXISTING STAND ALONE CLASS I DRY STANDPIPE RISER WITH 2" HOSE VALVES ON THE INTERMEDIATE LANDINGS TO REMAIN, BUT WILL BE CONVERTED TO CLASS I WET STANDPIPE SYSTEMS THAT ARE INNER — CONNECTED. SEE STANDPIPE DETAILS ON SHEET FP3.3 AND FP3.4 FOR MORE INFORMATION. 07 LOCATION FOR FLOOR TO FLOOR MAIN DRAIN RISER. ROUTE DISCHARGE THROUGH CORRIDOR #101 AND TERMINATE ON THE EXTERIOR OF THE BUILDING. SEE FIRST FLOOR PLAN ON THIS SHEET FOR DRAIN DISCHARGE LOCATION. ® LOCATION FOR THE NEW 4" FLOOR TO FLOOR VERTICAL SUPPLY RISER TO SERVE THE SECOND FLOOR SPRINKLER SYSTEM, THIRD FLOOR SPRINKLER SYSTEM, AND CLASS I WET STANDPIPE SYSTEM. FIRE PROTECTION - SECOND FLOOR PLAN (T SCALE: 1/8" = 1' -0" 0' 8' 16' 24' 32' GRAPHIC SCALE TYPICAL DWELLING UNIT. 1/8" = 1' -0" north © SEE "ENLARGED DWELLING UNIT PLAN" ON SHEET FP1.2 FOR THE INTENDED CONFIGURATION OF THE FIRE PROTECTION PIPING WITHIN EACH 13 C.P.V.C. TO STEEL SLIPxTHREAD ADAPTER. Os THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR RESIDENTIAL HAZARD OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. 15 THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR LIGHT HAZARD OCCUPANCY FOR CORRIDORS. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. Os THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR LIGHT HAZARD OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. k` ?L q[ D CITY OF T( MAY o 5 z0o1 PEFIMITGENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax JEWIRES 03/17/08 I Z cc W O � cc I I— G CC > > v� QQQz CO <(lWI— I.I.I Z CO W Q cc 0Q W I-- zZ o_ Q I- Q r � CC I me Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION SECOND FLOOR PLAN 2628 SHEET: FP2•2 SHEET SIZE TRUE SCALE WI-EN H[1R171]NTAI I INF SAFARI;RFS 1• IN I FNCT GENERAL NOTES 1. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE ALL SHORT TERM SCHEDULES WITH THE GENERAL CONTRACTOR AND /OR OWNER PRIOR TO COMMENCING WORK. 2. ALL SPRINKLER HEAD LOCATIONS SHALL TAKE INTO ACCOUNT THE CONFIGURATION OF THE AREA BEING PROTECTED AND SHALL CONFIGURE THE LAYOUT TO BE SYMMETRICALLY SPACED. 3. COORDINATE SPRINKLER HEAD LOCATIONS IN ACOUSTICAL CEILING TILES WITH THE ARCHITECTURAL DRAWINGS FOR ACOUSTICAL CEILING GRID LOCATIONS AND CEILING HEIGHTS, MECHANICAL DRAWINGS FOR H.V.A.C. DIFFUSER LOCATIONS, AND ELECTRICAL DRAWINGS FOR CEILING GRID LAYOUT, LIGHT LOCATIONS, AND FIRE ALARM DEVICES. ACOUSTICAL CEILING GRID LAYOUT AND DEVICES INDICATED ON THE ARCHITECTURAL DRAWINGS MAY NOT BE CORRECT. 4. ALL PENDENT TYPE SPRINKLER HEADS INSTALLED IN ACOUSTICAL CEILING TILE OR HARD LID CEILINGS SHALL BE FLUSH STYLE CONCEALER SPRINKLER HEADS WITH A WHITE ESCUTCHEON PLATE THAT IS FLAT. DOMED ESCUTCHEONS WILL NOT BE ALLOWED. 5. ALL PIPING IN FINISHED AREAS SHALL BE INSTALLED CONCEALED ABOVE THE CEILING SPACE UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PORTION OF THE SPRINKLER SYSTEM INSTALLED EXPOSED SHALL BE ADDRESSED IN WRITING WITH SKETCHES (PRIOR TO THE PIPING BEING FABRICATED OR INSTALLED) TO THE ARCHITECT AND ENGINEER TO EVALUATE. 6. ALL HORIZONTAL SIDEWALL SPRINKLER HEADS SHALL BE WHITE SEMI — RECESSED STYLE WITH WHITE ESCUTCHEONS. 7. ALL SPRINKLER PIPING TO BE C.P.V.C. UNLESS SPECIFICALLY NOTED AS BEING BLACK SCHEDULE 40 OR BLACK SCHEDULE 10 STEEL PIPING. ALL EXPOSED PIPING SHALL BE BLACK SCHEDULE 40 OR BLACK SCHEDULE 10 STEEL PIPING. CONSTRUCTION NOTES 00 ® EXISTING STAND ALONE CLASS I DRY STANDPIPE RISER WITH 2 HOSE VALVES ON THE INTERMEDIATE LANDINGS TO REMAIN, BUT WILL BE CONVERTED TO CLASS I WET STANDPIPE SYSTEMS THAT ARE INNER — CONNECTED. SEE STANDPIPE DETAILS ON SHEET FP3.3 AND FP3.4 FOR MORE INFORMATION. ® LOCATION FOR THE NEW 4" FLOOR TO FLOOR VERTICAL SUPPLY RISER TO SERVE THE SECOND FLOOR SPRINKLER SYSTEM, THIRD FLOOR SPRINKLER SYSTEM, AND CLASS I WET STANDPIPE SYSTEM. ® SEE "ENLARGED DWELLING UNIT PLAN" ON SHEET FP1.2 FOR THE INTENDED CONFIGURATION OF THE FIRE PROTECTION PIPING WITHIN EACH TYPICAL DWELLING UNIT. 5® C.P.V.C. TO STEEL SLIPxTHREAD ADAPTER. ® SPRINKLER PROTECTION AT THE TOP OF THE ELEVATOR PIT IS NOT REQUIRED PER N.F.P.A. #13 DUE TO THE HOIST WAY FOR PASSENGER ELEVATORS BEING NON— COMBUSTIBLE AND THE CAR ENCLOSURE MATERIALS MEETING THE REQUIREMENTS OF ASME A17.1. ® LOCATION FOR FLOOR TO FLOOR MAIN DRAIN RISER. ROUTE DISCHARGE THROUGH CORRIDOR #101 ON SHEET FP2.1 AND TERMINATE ON THE EXTERIOR OF THE BUILDING. SEE FIRST FLOOR PLAN ON SHEET FP2.1 FOR DRAIN DISCHARGE LOCATION. 7® THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR RESIDENTIAL HAZARD OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. ® THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR LIGHT HAZARD OCCUPANCY FOR CORRIDORS. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. GRAPHIC SCALE 32' 1/8" = 1' -O" FIRE PROTECTION - THIRD FLOOR PLAN CHI north SCALE: 1/8" = 1' -0" 0' 8' 16' 24' NEW SOFFIT MATERIAL FOR A DECORATIVE COVERING TO BE INSTALLED BY THE GENERAL CONTRACTOR. ® THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR LIGHT HAZARD OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET •FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. THE FIRE PROTECTION SPRINKLER SYSTEM DESIGN SHALL BE BASED UPON N.F.P.A. #13 DESIGN CRITERIA FOR ORDINARY HAZARD GROUP I OCCUPANCY. SEE "MINIMUM DESIGN CRITERIA" TABLE ON SHEET FP1.1 AND PROJECT SPECIFICATIONS FOR MORE INFORMATION. THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL CUT IN A NEW BUTTERFLY VALVE WITH AN INTEGRAL TAMPER SWITCH ABOVE THE HIGHEST HOSE VALVE OUTLET TO PREVENT THE EXISTING ROOF MANIFOLD WITH (2) 2 HOSE VALVES FROM FREEZING. SEE STANDPIPE DETAILS ON SHEET FP3.2 FOR MORE INFORMATION. 0 SPRINKLER PROTECTION IS REQUIRED WITHIN THE SKYLIGHTS PER N.F.P.A. #13. SPRINKLERS MAY BE OMITTED FROM SKYLIGHTS WHEN THE POCKET DOES NOT EXCEED 32 SQUARE FEET AND THE SKYLIGHTS ARE SEPARATED BY AT LEAST 10 FEET HORIZONTALLY FROM ANY OTHER SKYLIGHT OR UNPROTECTED CEILING POCKET. v RECEIVED CITY OFT1!KWI N MAY 0 S 7uul PEr4,31TOENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES 03/17/03 co 1 I Z 0 cc 6 11 O co CC > > co QQoz U c0 W Z C7 C1) CO w z Q cc oQQ GC = w Q ZZ r Q 0 ve- cc o I— W C'3 Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION THIRD FLOOR PLAN 2628 SHEET: FP2.3 SHEET SIZE TRUE SCALE WHEN 14fRI7CINTJIJ I INF 1AFASIJRFR 1. 11.1 11=1JfrTN r GENERAL NOTES 1, THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE ALL SHORT TERM SCHEDULES WITH THE GENERAL CONTRACTOR AND /OR OWNER PRIOR TO COMMENCING WORK. FIRE PROTECTION - ROOF PLAN EB north SCALE: 1/8" = 1' -0" 0' 8' 16' 24' GRAPHIC SCALE 1/8" = 1 '_ 0 „ 32' CONSTRUCTION NOTES 01 THE ROOF MANIFOLD AND ASSOCIATED PIPING SHALL BE REMOVED. SEE SOUTH STANDPIPE DETAILS ON SHEET FP3.3 FOR MORE INFORMATION. ® EXISTING ROOF MANIFOLD WITH (2) 234" HOSE VALVES TO REMAIN. SEE NORTH STANDPIPE DETAILS ON SHEET FP3.4 FOR MORE INFORMATION. RECEIVED CITY OF TUKWILA MAY 0 9 2007 PER s iTCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax SPIRES 03/17/00 �o W cc 0 co I I- I- To" aay W y za aoa� CC Z CC 0 cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION ROOF PLAN 2628 SHEET: FP2 .4 SHEET SIZE TRUE SCALE WHEN 1-1[]RIMNTA1 11NF MFA.%/RFS 1" IN 1 FAInTH EU_ 0TYr SIZE 2 1 2 3 1 0 1 1 1 1 1 2 1 1 1 1 1 1 1 ' 10" — 12 DEAD RISER DETAIL - L N IEVV . SCALE: 1/2" = O' 2' 4' 6 B' GRAPHIC SCALE 1/2' W 1' O RISER DETAIL EQUINE \T LIST RISER DETAIL _7 EE'`t1L'`E'- LOOTING NORTH SCALE: 1/2' 4' G' 1 " = 1 GRAPHIC SCALE �• ti~: :r . .tL,...a'¢ n ^��xl'.!�••'+...1F.P+x: i2rrr- ` ''l.•:siGar�'_•tix�:JCttiyi:tw:• ` ....x.'"•..:y?f.•`�rz''= •:ti't�i ;ins m'tk'= °f'+ Y es7 tP ZiateWC`- - -'•r'W' }gi _1• AVr" `:=P . 5, 1 4' ,'t[f}4 /t -. HtS, , . F /iti Z'a J�TlAr y am. ? :DESCRIPTION.... UNDERGROUND FIRE PROTECTION SUPPLY PIPING LINK SEAL OR OTHER PRIOR APPROVED 4" DOUBLE Dt I LCTO'R CHECK VALVE ASSEMB OS &Y CONTROL VALVE SUPERVISORY SWIT PIPE STAND (REFERENCE THE 2001 EDITION OF N.F.P.A. #15 TABLES 6.3.2.2.1 & 6.3.2.2.2 FOR SIZE, HEIGHT, AND SPACING) GROOVED SWING CHECK VALVE WITH BALL DRIP ASSEMBLY FIRE DEPARTMENT CONNECTION SUPPLY PIPING GROOVED BUTTERFLY VALVE WMT I INTEGRAL TAMPER SWITCH AUXILIARY DRAIN VALVE PRESSURE RELIEF VALVE (IF REQUIRED) WATER PRESSURE GAUGE INSPECTOR'S TEST ASSEMBLY WATER FLOW INDICATOR FIRE PROTECTION WET SYSTEM SUPPLY PIPING (STEEL) FOR THE FIRST FLOOR FIRE PROTECTION WET SYSTEM SUPPLY PIPING (STEEL) FOR THE SECOND FLOOR, THIRD FLOOR, AND STANDPIPE SYSTEM. 4 —WAY SEISMIC BRACE ASSEMBLY LOCATED AT THE TOP OF THE VERTICAL PIPING FUNNEL DRAIN LOCATED UNDER BALL DRIP ASSEMBLY ELECTRIC BELL MOUNTED ON BUILDING EXTERIOR WITH A 24 VOLT D.C. POWER SOURCE FROM THE FIRE ALARM PANEL A HORN/STROBE WILL BE PROVIDED ON THE EXTERIOR OF THE BUILDING BY THE FIRE ALARM CONTRACTOR TO MEET LOCAL JURISDICTION REQUIREMENTS. SPARE HEAD CABINET ITH BYPASS METER, WILKINS 350DA. DDCVA SHALL REQUIRE SEPARATE PERMIT. CONSTRUCTION NOTES 0 UNDERGROUND SUPPLY PIPING AND FIRE DEPARTMENT CONNECTION PIPING TO HAVE A 2" ANNULAR SPACE AT PENETRATION OF FINISHED WALL. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COMBINE THE AUXILIARY MAIN,. BALL DRIP FUNNEL DRAIN DISCHARGE, AND FIRST FLOOR WET SYSTEM INSPECTORS TEST DISCHARGE TOGETHER AND ROUTE DISCHARGE PIPING TO THE FLOOR DRAIN LOCATED IN THE LAUNDRY ROOM, COORDINATE EXACT TERMINATION; LOCATION WITH THE GENERAL CONTRACTOR AND THE BUILDING OWNER, SHADED AREA REPRESENTS THE CLEAR SPACE REQUIRED FOR THE FIRE PROTECTION SPRINKLER SYSTEM EQUIPMENT IN WHICH STORAGE OF COMMODITIES IS NOT ALLOWED. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE THE INSTALLATION LOCATION OF THE LOCAL ALARM DEVICE (ELECTRIC BELL) WITH THE LOCAL AUTHORITY HAVING JURISDICTION. THE AUTHORITY HAVING JURISDICTION MAY REQUIRE THE LOCAL ALARM DEVICE TO BE INSTALLED ON THE ADDRESS SIDE OF THE BUILDING. A HORN /STROBE WILL BE PROVIDED ON THE EXTERIOR OF THE BUILDING BY THE FIRE ALARM CONTRACTOR TO MEET LOCAL JURISDICTION REQUIREMENTS. UNDERGROUND PIPE TYPE SHALL MAINTAIN A CLEAN AND RUST FREE POTABLE WATER SYSTEM AND SHALL BE DUCTILE IRON PIPING (DIP) CLASS 52 OR OF A TYPE COr TAINED IN THE PROJECT SPECIFICATIONS (BLACK MD GALVANIZED STEEL PIPE IS NOT ALLOWED).. FIRE DEPARTMENT CONNECTION PIPING SHALL BE GROOVED SCHEDULE 10 GALVANIZED PIPE WITH A 10 MIL CORROSION PROTECTIVE TAPE WRAP OVER AN ASPHALT TYPE PAINTED COATING OR OF A TYPE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. A STATE OF WASHINGTON LEVEL III FIRE !PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM M THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC 21 2 8O— O43(). SEP4 p47E RLQUIRED RECEIVED CITY OFTUKWILA MAY o 9 tUO1 PEB MITCEN T ER 7 SW Mady Way 210 Raton, WA 98055 425226L3522 Phone 425226.9115 Fax STAMP s J7 / Os EGIS Housing Uniirnited ParIne1'ship Z u co 1— co Q uj 2 Z U-1 0 (1 9 ‘ Time PERMIT SET DATE X2007 SHEET FIRE PROTECTION RISER DETAILS A.01 MAY 2007 2628 sr��e�r: Fp3.'I ftmommiumemmummunam A -- - _U 1 A 0 -6 No 1" PLUG FOR AUXILIARY DRAIN NOT TO SCALE OPEN POSITION. CONTROL VALVE LOOP DETAIL FLOOR 70 FLOOR RISER EQUIPMENT LIST ITEM II N 4 6 0 8 9 1" BUTTERBALL VALVE Np WITH TAMPER SWITCH 0 IN THE NORMALLY 0TY. SIZE 1 4" 1 2 1" 2 2 -- 2 2 2 1" 2 1 CONSTRUCTION NOTES ® THE FIRST FLOOR MAIN DRAIN DISCHARGE SHALL TIE INTO THE MAIN DRAIN RISER DISCHARGE PIPING IN THE CEILING SPACE OF THE FIRST FLOOR CORRIDOR. SEE SHEET FP2.1 FOR THE MAIN DRAIN RISER DISCHARGE ROUTING, LOCATION OF THE FIRST FLOOR MAIN DRAIN VALVE, AND MAIN DRAIN DISCHARGE LOCATION. ® THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL PROVIDE A FIRE RATED LOCKABLE ACCESS DOOR THAT MEETS THE REQUIREMENTS OF SPECIFICATION SECTION 15330 PARAGRAPH 2.17. 1A" DESCRIPTION FIRE PROTECTION WET SYSTEM STEEL SUPPLY PIPING FOR THE SECOND AND THIRD FLOOR FIRE PROTECTION STEEL PIPING MAIN DRAIN RISER FOR THE SECOND AND THIRD FLOOR 4 —WAY SEISMIC BRACE ASSEMBLY LOCATED AT THE TOP AND BOTTOM OF THE SYSTEM RISER BUTTERBALL VALVE WITH INTEGRAL TAMPER SWITCH MAIN DRAIN VALVE PRESSURE RELIEF VALVE (IF REQUIRED) WATER PRESSURE GAUGE INSPECTOR'S TEST ASSEMBLY WATER FLOW INDICATOR FIRE PROTECTION WET SYSTEM SUPPLY PIPING FOR THE SECOND FLOOR FIRE PROTECTION WET SYSTEM SUPPLY PIPING FOR THE THIRD FLOOR FLOOR TO FLOOR RISER DETAIL - PLAN VIEW SCALE: 1/2" = 1' -0" 2' o GRAPHIC SCALE 4' 6' 8' 1 /2" = 1' —O" THIRD FLOOR LEVEL o ROOF LEVEL SCALE: 1/2" = 1' -0" 2' 4' 6' 8' GRAPHIC SCALE 1 /2" = 1' -0" FLOOR TO FLOOR RISER DETAIL - ELEVATIONAL VIEW - Po 4 No - 4=9 � k LOOKING EAST �o RECEIVED CITY OF TIJKWILA MAY 0 9 2001 PER MITCENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226,3522 Phone 425.226.9115 Fax � caDIREs m3 /17 / m8 �o z cc co cs7o ¢Q OZ a CO Q Z zz < > rp m < < w � zz >- Tim °� oo cc o IMM" > C3 cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION FLOOR TO FLOOR RISER DETAILS 2628 SHEET: FP3•2 MEET ME TRUE =MEWL N MGIa!»YTAL U MAIN l ! ■I 1.13112711 CONSTRUCTION NOTES O EXISTING WALL MOUNTED 4 "X2W'21/2" FIRE DEPARTMENT CONNECTION AND ASSOCIATED PIPING SHALL BE REMOVED BACK TO THE VERTICAL FLOOR TO FLOOR STANDPIPE. THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL PROVIDE A PLUG OR OTHER MEANS OF CAPPING OFF THE EXISTING OUTLET. ® EXISTING ROOF MANIFOLD WITH (2) 2 HOSE VALVES AND ASSOCIATED PIPING SHALL BE REMOVED BACK TO THE VERTICAL FLOOR TO FLOOR STANDPIPE. THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL PROVIDE A PLUG OR OTHER MEANS OF CAPPING OFF THE EXISTING OUTLET. 30 THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL CUT IN A 4" OUTLET ON THE EXISTING CLASS I DRY STANDPIPE SYSTEM FOR INNER— CONNECTION. ® PATCHING AND REPAIRING OF EXISTING BUILDING PENETRATIONS TO BE PERFORMED BY THE GENERAL CONTRACTOR. ROOF LEVEL THIRD FLOOR LEVEL SECOND FLOOR LEVEL FIRST FLOOR LEVEL LOOKING EAST SCALE: 3/8" = 1' -0" 0' 5' GRAPHIC SCALE 10' 3/8" = 1' -0" EXTERIOR GRADE EXISTING SOUTH STANDPIPE DETAIL - ELEVATION VIEW o. ROOF LEVEL THIRD FLOOR LEVEL SECOND FLOOR LEVEL FIRST FLOOR LEVEL 1 . • EXTERIOR GRADE REVISED SOUTH STANDPIPE DETAIL - ELEVATION VIEW LOOKING EAST SCALE: 3/8" = 1' -0" 0' 5' GRAPHIC SCALE 10' 3/8" = 1' -0" .a< 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425226.9115 Fax IEXPIRES 03/17/08 � o � I � � a�o 413 ? g Z a�QN CC zz D 0 %- CC I- > c� a Y ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION SOUTH STANDPIPE DETAILS SHEET: 2628 FP3.3 MEET TRUE MALE WIEN 141311121111TAJ_ IDE IMAINMEN T MI LEIMM4 CITYOFT!�j JVILA MAY 0 9 2007 PEr aI T CENTTR FIRST FLOOR LEVEL EXISTING NORTH STANDPIPE DETAIL - ELEVATION REVISED NORTH STANDPIPE DETAIL - ELEVATION EXISTING NORTH STANDPIPE DETAIL - ELEVATION REVISED NORTH STANDPIPE DETAIL - ELEVATION LOOKING SOUTH SCALE: 3/8" = 1' -0" 0' 5' GRAPHIC SCALE 10' 3/8" 1 —O" ROOF LEVEL F LOOKING SOUTH SCALE: 3/8" = 1' -0" 0' 5' GRAPHIC SCALE 10' 3/8" = 1 ' —O" CONSTRUCTION NOTES EXTERIOR GRADE LOOKING EAST SCALE: 3/8" = 1' —D" 0' 5' GRAPHIC SCALE ROOF LEVEL THIRD FLOOR LEVEL SECOND FLOOR LEVEL FIRST FLOOR LEVEL 10' 3/8" = 1 -0" O EXISTING WALL MOUNTED 4 "x21/2"2W' FIRE DEPARTMENT CONNECTION AND ASSOCIATED PIPING SHALL BE REMOVED BACK TO THE VERTICAL FLOOR TO FLOOR STANDPIPE. THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL PROVIDE A PLUG OR OTHER MEANS OF CAPPING OFF THE EXISTING OUTLET. © THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL CUT IN A NEW BUTTERFLY VALVE WITH AN INTEGRAL TAMPER SWITCH ABOVE THE HIGHEST HOSE VALVE OUTLET TO PREVENT THE EXISTING ROOF MANIFOLD WITH (2) 2 HOSE VALVES FROM FREEZING. 0 THE FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR SHALL CUT IN A 4" OUTLET ON THE EXISTING CLASS I DRY STANDPIPE SYSTEM FOR INNER — CONNECTION. Q4 PATCHING AND REPAIRING OF EXISTING BUILDING PENETRATIONS TO BE PERFORMED BY THE GENERAL CONTRACTOR. EXTERIOR GRADE GRAPHIC SCALE I iI LOOKING EAST SCALE: 3/8" = 1' -0" 0' 5' ROOF LEVEL FIRST FLOOR LEVEL 10' 3/8" = 1 -0" THIRD FLOOR LEVEL SECOND FLOOR LEVEL Ns 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I DOES m i ri i a I— I 0 Z cc w a 0o ci I— I. c 7 3 CC Q Qpz �- (1) 0 Q W w Z CD 0 � w � Q > >_ CC a Q CC 0 W r z z a D a r W > C'3 ... z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: FIRE PROTECTION NORTH STANDPIPE DETAILS 2628 SHEET: FP3.4 'FEET SIZE 7111E MILE WHIM MIZIMMITAL LSE IMAINIRIZO i• y IB16711 RECEIVED CITY OF TOKiivlip, MAY 0 9 ?OH PE6 Arbi T CENTER ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION INTERLOCK ILIMNTIMO LENGTH ONAITCYL73 O—� 0 �1 WATTS WALL MOUNT COMPACT FLUORESCENT LIGHT FIXTURE SURFACE OR RECESSED H.I.D. OR COMPACT FLUORESCENT LIGHT FIXTURE FIXTURE WITH EMERGENCY BATTERY PACK RECESSED FLUORESCENT LIGHT FIXTURE SURFACE OR PENDANT MOUNT FLUORESCENT LIGHT FIXTURE (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) EXIT LIGHT FIXTURE (PROVIDE DIRECTION ARROWS AS INDICATED EMERGENCY BATTERY PACK WITH TWIN HEAD FLOOD COMBINATION EXIT /TWIN HEAD FLOOD (PROVIDE DIRECTION ARROWS AS INDICATED) 0 $ SINGLE POLE SWITCH CEILING MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) COMBINATION SWITCH / OCCUPANCY SENSOR LIGHTED SWITCH (LIT WHEN OFF) OS SYMBOL SOS $1_ LAMPS VOLTS MOUNTING Sc REMARKS WATTS RF1 � (1) 26W CF 120V 28W RECESSED DOWNLIGHT LIGHT WITH WHITE CROSS BAFFLE GOG3� AILLHIN SYSTaa PRESCOLITE CFT626EBEM—WTCB6ACL (1) 26W CF i , ® S 0 -1 @ • I114 SMOKE DETECTOR WITH BASE (C INDICATES WITH ELEVATOR RECALL CONTACT) (D INDICATES DUCT DETECTOR) SMOKE DETECTOR (S DENOTES STAND ALONE UNIT) HEAT DETECTOR — RATE OF RISE AND FIXED TEMPERATURE TYPE COMBINATION HORN /STROBE — MOUNT AT +80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER FLOW SWITCH TAMPER SWITCH CEILING MOUNT COMBINATION HORN /STROBE STROBE ONLY — MOUNT AT +80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER FIRE ALARM CONTROL PANEL PULL STATION — MOUNT AT +48" AFF FIRE ALARM GRAPHIC MAP POST INDICATOR VALVE DOOR HOLDER — MOUNTED IN DOOR FRAME BY DOOR SUPPLIER T3) P3 (2) 32W T8 gQg RECESSED 2 * 4 TROFFER R7CIERTACLES PRESCOLITE BX4- 12 —TAl2E (1) 50W MR16 DUPLEX RECEPTACLE RECESSED ADJUSTABLE WALL WASH DOWN LIGHT I FS I (1) 13W CF 120V 13W I TS I 1±1 (2) 17W T8 7001PI1VI11SHT [, =1R12 MIn10pV2 RESTROOM VANITY FIXTURE — MOUNT AT EXISTING LOCATION u 1 Phi 1I II DUALLITE LZ2 INCL 120V DEDICATED CONDUIT HOMERUN TO PANEL Sc CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB, P = PRIMARY , S = SECONDARY MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE GROUNDING CONDUCTOR FLEXIBLE CONDUIT GROUNDING SYSTEM PER CODE JUNCTION BOX — SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM) MOTOR CONNECTION (D INDICATES FIRE/SMOKE DAMPER) MANUAL STARTER DISCONNECT SWITCH FUSED DISCONNECT SWITCH COMBINATION DISCONNECT / MAGNETIC MOTOR STARTER 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) EXISTING PANELBOARD TO BE RETAINED MAIN DISTRIBUTION BOARD IFACPI 1I IGMAFI LPN I O (2) 32W T8 Tij© 4' SURFACE MOUNT WRAPAROUND SF2 ,.. LIFEFORMS CFSCB813EB— WH— WTCB8WH (2) 13W CF 120V 26W SURFACE MOUNTED CROSS BAFFLE DOWNLIGHT SF2E LIFEFORMS CFSCB813EB— WH— WTCB8WH a ©©©1]B©KI 120V 26W PROVIDE EMERGENCY BATTERY PACK T'STAT 3.9 SYSTREil 240 TELEVISION OUTLET 83 CH -2 KING KCV2412 LIVING UNITS T'STAT 4.7 N 240 1 94" 10 0 cly CONSTRUCTION NOTES THERMOSTAT — WALL MOUNT AT +44" AFF. ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. \ r 8 W LOTO UNIT NO MFR. MODEL LOCATION INTERLOCK ELECTRICAL LENGTH REMARKS AMP WATTS VOLTS 0 BB -1 KING E SYMBOL DESCRIPTION LAMPS VOLTS MOUNTING Sc REMARKS WATTS RF1 PRESCOLITE CFT626EB—WTCB6ACL (1) 26W CF 120V 28W RECESSED DOWNLIGHT LIGHT WITH WHITE CROSS BAFFLE RF1E PRESCOLITE CFT626EBEM—WTCB6ACL (1) 26W CF 120V 28W RECESSED DOWN LIGHT WITH WHITE CROSS BAFFLE. PROVIDE WITH EMER. BpTf. PACK RF2 LITHONIA 2SP8— G- 2- 32 —Al2- 120— GEB1015 (2) 32W T8 120V 59W RECESSED 2 * 4 TROFFER R11 PRESCOLITE BX4- 12 —TAl2E (1) 50W MR16 120V 50W RECESSED ADJUSTABLE WALL WASH DOWN LIGHT WF2 HUBBARDTON FORGE 20- 5892- 05 —G65 (1) 13W CF 120V 13W SEE ARCHITECTURAL DETAIL FOR EXACT MOUNTING HEIGHT WF3 LITHONIA 11934- 217Wf8 —WH- 120 —CI (2) 17W T8 120V 51W RESTROOM VANITY FIXTURE — MOUNT AT EXISTING LOCATION EM1 DUALLITE LZ2 INCL 120V 120V <5W TWIN HEAD EMERGENCY LIGHT SF1 LfTHONIA AW- 2- 32 —MVOLT (2) 32W T8 120V 59W 4' SURFACE MOUNT WRAPAROUND SF2 ,.. LIFEFORMS CFSCB813EB— WH— WTCB8WH (2) 13W CF 120V 26W SURFACE MOUNTED CROSS BAFFLE DOWNLIGHT SF2E LIFEFORMS CFSCB813EB— WH— WTCB8WH (2) 13W CF 120V 26W PROVIDE EMERGENCY BATTERY PACK ELECTRIC WALL HEATER SCHEDULE UNIT NO MFR. MODEL LOCATION INTERLOCK ELECTRICAL LENGTH REMARKS AMP WATTS VOLTS 0 BB -1 KING 3CB2405A —BW COMMUNITY ROOM T'STAT 1.5 500 240 1 36" BB -2 KING 4CB2405A —BW KITCHEN T'STAT 3.1 750 240 1 48" BB -3 KING 5C62405A —BW OFFICE T'STAT 4.2 1000 240 1 60" BB -4 KING 6CB2405A —BW ELEV. LOBBY T'STAT 5.2 1250 240 1 72" BB -5 KING 8CB2405A —BW LIVING UNITS T'STAT 6.3 1500 240 1 96" CH -1 KING KCV2410 LIVING UNITS T'STAT 3.9 935 240 1 83 CH -2 KING KCV2412 LIVING UNITS T'STAT 4.7 1125 240 1 94" ELECTRICAL LEGEND NOT TO SCALE GENERAL NOTES FOR ALL ELECTRICAL SHEETS 1. SINCE BUILDING IS CURRENTLY OCCUPIED AND WILL REMAIN OCCUPIED THROUGHOUT THE PROJECT, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN OPERATION OF TEMPORARY CODE REQUIRED SYSTEMS TO SUPPORT BUILDING OCCUPANCY AND FOR THE SAFETY OF THE BUILDING TENANTS. AS A MINIMUM, THE TEMPORARY SYSTEMS TO BE PROVIDED BY THE CONTRACTOR FOR ALL COMMON CORRIDORS AND EGRESS /EXIT PATHWAYS ARE: NORMAL LIGHTING, EMERGENCY EXIT /EGRESS LIGHTING, AUTOMATIC SMOKE DETECTION AND FIRE ALARM NOTIFICATION APPLIANCES. MAINTAIN CONTINUITY AND OPERATION OF ALL EXISTING BUILDING TENANT POWER, TELEPHONE, CAN AND DOOR ENTRY INTERCOM SYSTEMS.. 2. REFER TO DIVISION ONE OF THE PROJECT DOCUMENTS FOR FURTHER REQUIREMENTS FOR THE ADVANCE NOTIFICATION TO THE BUILDING TENANTS BEFORE ANY SYSTEM SHUTDOWN. ALL SHUTDOWN AND CHANGE —OVER TIME SHALL BE KEPT TO A MINIMUM. ALL BUILDING SYSTEM SHUT DOWNS SHALL BE DISCUSSED AND COORDINATED BETWEEN THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. THE CONTRACTOR SHALL SUBMIT A OUTAGE PROPOSAL TO KCHA FOR APPROVAL. NO BUILDING SYSTEM SHUTDOWNS WILL BE ALLOWED WITHOUT BEING SCHEDULED AND APPROVED BY KCHA. 3. ALL CIRCUIT EXTENSIONS AND NEW RACEWAYS SHALL BE CONCEALED AS MUCH AS POSSIBLE. PROVIDE SURFACE METAL RACEWAY ONLY WHERE CONCEALMENT IS NOT POSSIBLE. NOTIFY KCHA PROJECT MANAGER FOR APPROVAL PRIOR TO INSTALLATION. ROUTE ALL SURFACE METAL RACEWAY AS INCONSPICUOUSLY AS POSSIBLE AND PAINT TO MATCH ADJACENT SURFACE. RECEIVED CITY OF TU KWI I A MAY 0:i PE aMITGEN T ER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax offlREs b / 2 / m7 CO I— I 0 Z cc W 0 co _ = c2 I 1- 1- •173 c > D o) QQaz EL c < WH W Z D Cw < D > c cc 0 Q Q CC I W > r w 1- zz 0 I- a CC C.) I- W cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: ELECTRICAL LEGEND AND SCHEDULES 2628 SHEET. E0.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH ■ N 1 I .. gls L R r rs r11 (TYP OF CORRIDOR) TYPICAL DEMOLITION NOTES IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS. 1 UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL REMOVE ALL EXISTING RECEPTACLES, LIGHTING FIXTURES, DEVICES, ABANDONED RACEWAYS, CONDUCTORS, TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR AS COMPLEMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE ON; AND SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES, DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IF /WHEN CONFLICTS ARE IDENTIFIED. 3. REMOVE ALL WIRES, CABLES, SURFACE MOUNT RACEWAYS AND ALL APPURTENANCES WHICH SERVE DEVICES BEING REMOVED. CUT CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES AND NON- ACCESSIBLE CONDUIT, PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. CUT CONDUIT FLUSH TO FLOOR AND SEAL WITH GROUT. 1.• 7 t-� r r f J L# TYPICAL DEMOLITION NOTES 4. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR ALL CUTTING, ! PATCHING AND FINISH WORK. 5. CONTRACTOR TO REMOVE AND DELIVEI TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RE CONTRACTOR SHALL COORDINATE WITH OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION. ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE. 6. FOR THIS SHEET ONLY, UNLESS NOTED OTHERWISE DISCONNECT AND REMOVE ALL DEVICES INDICATED. MAINTAIN CONTINUITY OF ALL REMAINING DEVICES & EQUIPMENT. PROVIDE JUNCTION BOXES, CONDUIT AND WIRE TO EXTEND EXISTING CIRCUITS AS REQUIRED. 7. ELECTRICAL CONTRACTOR TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. ELECTRICAL CONTRACTOR TO CHECK ALL DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS FOR UNIT LOCATIONS. ALL CONDUIT THROUGH ROOF AND ACCESSIBLE CONDUIT TO BE REMOVED. J ri DEMOLITION NOTES REMOVE EXISTING LIGHT FIXTURES. SEE LIGHTING PLAN FOR NEW LIGHTING & CIRCUIT REQUIREMENTS. REMOVE AND REPLACE ALL EXISTING BASEBOARD HEATERS. RETAIN EXISTING CIRCUIT FOR, CONNECTION TO NEW ELECTRIC HEATERS. SEE POWER /SYSTEMS PLANS. O3 REMOVE ALL EXISTING FIRE ALARM DEVICES, CONDUCTORS AND APPURTENANCES. SEE POWER /SYSTEMS PLANS FOR NEW FIRE ALARM WORK. O. REMOVE AND REPLACE EXISTING THERMOSTAT. OS REMOVE RECEPTACLE OVER BASEBOARD HEATER, SEE SHEET E3.0 FOR NEW WORK. ® REMOVE AND RETAIN EXIT SIGN SEE E2.0 FOR NEW LOCATION. O7 REMOVE EXISTING ANTENNA TV AMPLIFIER, SEE SHEET E3.0 FOR NEW LOCATION. A 1C-2500W OO T.1 r 4 L__J r� r4 r� r� 1ST FLOOR ELECTRICAL DEMO PLAN 3/16" =1' -0" LJ - A bfr 4 4 1 6 I d 44 F RECEIVED CITY OF TUMILA MAY 0 G 7007 PE :UITCEN I ER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax bows b /2 / m7 �O zcc O 0 7 3 a a °o a ZaCD cc 0 < < CC � g ZZ ° o �� cc > C'3 Z ISSUE: PERMIT SET DATE 05 MAR 2007 SHEET TULE: 1ST FLOOR ELECTRICAL DEMOLITION PLAN SHEET: 2628 DE.O !MET SZE 7RIE BOLE Mel H O R l n 7 N T A L LIE 1 E A S U R E S T DI L9 TH sTAe O 0 3 r� k4) O1 (TYPICAL OF CORRIDOR) GENERAL NOTES 1. SEE TYPICAL DEMOLITON NOTES, SHEET E2.0. DEMOLITION NOTES Q1 REMOVE EXISTING LIGHT FIXTURES. SEE LIGHTING PLAN FOR NEW LIGHTING & CIRCUIT REQUIREMENTS. REMOVE AND REPLACE ALL EXISTING BASEBOARD HEATERS. RETAIN EXISTING CIRCUIT FOR CONNECTION TO NEW ELECTRIC HEATERS. SEE POWER /SYSTEMS PLANS. REMOVE ALL EXISTING FIRE ALARM DEVICES, CONDUCTORS AND APPURTENANCES. SEE POWER /SYSTEMS PLANS FOR NEW FIRE ALARM WORK. O4 REMOVE AND REPLACE EXISTING THERMOSTAT. Q5 REMOVE RECEPTACLE OVER BASEBOARD HEATER, SEE SHEET E3.1 FOR NEW WORK. O6 REMOVE AND RETAIN EXIT SIGN SEE E2.1 FOR NEW LOCATION. r C T r1 J /CI L�. J C_ J 2ND FLOOR ELECTRICAL DEMO PLAN 3/16" =1'-0" r r4 O j� r.1 r 4.1 1 1250W 1 I r4 7;1 Y� —1200W 4 r EA, c-r) ( c2: 4 r FACPJ NTM rT 1 EL 'O - r9A 1 [ :0 1 1 L 4' -1000W H C RECEIVED CITY OF TL n <wr!i A MAY 0 7ul'! PEA jilTCEN T E; 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax Dens b / 2 / m7 �o z cc �o co m I 1— Zo �QO� < w W Z ZZ V�W CC =aQ CC IS O D ; � cc Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 2ND FLOOR ELECTRICAL DEMOLITION PLAN 2628 SHEET: DE.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH r t, L • T ' 1 r� @TYPICAL OF CORRIDOR DEMOLITION NOTES GENERAL NOTES 1. SEE TYPICAL DEMOLITON NOTES, SHEET [2.0. 0 REMOVE EXISTING LIGHT FIXTURES. SEE LIGHTING PLAN FOR NEW LIGHTING & CIRCUIT REQUIREMENTS. O2 REMOVE AND REPLACE ALL EXISTING BASEBOARD HEATERS. RETAIN EXISTING CIRCUIT FOR CONNECTION TO NEW ELECTRIC HEATERS. SEE POWER /SYSTEMS PLANS. O3 REMOVE ALL EXISTING FIRE ALARM DEVICES, CONDUCTORS AND APPURTENANCES. SEE POWER /SYSTEMS PLANS FOR NEW FIRE ALARM WORK. O4 REMOVE AND REPLACE EXISTING THERMOSTAT. O5 REMOVE RECEPTACLE OVER BASEBOARD HEATER, SEE SHEET E3.2 FOR NEW WORK. ® REMOVE AND RETAIN EXIT SIGN SEE E2.2 FOR NEW LOCATION. J r 1 1 J 1 r'4 t L J L h4 L_ r 6 -1500 37.1 —1500W 7 '-4 Viii//. ri LJ 3RD FLOOR ELECTRICAL DEMO PLAN 3/16" =1' -0" r rI E L EVAT 0R �4O 4 - 1000W s . p A 1 RECEIVED CITY OFTIMNII A MAY 0 3 700/ P'Ei N ; B TER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I UPIRES 6/2/07 ISSUE: PERMIT SET DATE 05 MAR 2007 SHEET TITLE: 3RD FLOOR ELECTRICAL DEMOLITION PLAN SHEER 2628 DE.2 EFEEr SEE TRUESCiLE HORIZONTAL LSE IMMURES TIN LENGTH STAIR Q • \ J / J ca 111 0 109 110 GENERAL NOTES 1. CIRCUIT ALL NEW LIGHT FIXTURES TO EXISTING CIRCUITS. RETAIN EXISTING SWITCHING AND CONTROL LOCATIONS UNLESS NOTED OTHERWISE. 2. ALL EMERGENCY BATTERY OPERATED EGRESS AND EXIT LIGHT FIXTURES SHALL BE WIRED TO AN UNSWITCHED 'HOT' CONDUCTOR. 3. SEE OCCUPANCY SENSOR WIRING DIAGRAM ON SHEET E5.0 a 108 I CONSTRUCTION NOTES 0 POWER FOR NEW LIGHTS SHALL BE ROUTED FROM NEAREST LIGHTING JUNCTION BOX. 1 I L ("MI r 0 107 10$ 1 105 1 . 0 . 1 ............. ..._ 3/16 " = 104 1 _ I. J J r 1ST FLOOR LIGHTING PLAN 01 4 r 1 HEN � 1 SF1(TYP) MAIN ANCE SST 107 I 1 RF2 CO 0 0 0 i RF2 SF2(TYP) 0 SF2E( EnwvE'AOR MACIIIN r3 J D P 0 109 SF1 (TYP) AR #1 RY S RF o A 4 o j kD RECEIVED CITY OFTE3KAfII A MAY 0 9 7001 pERIVATC TIER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax IORES b /2 /07 Co Io Zcc W a co _ = co 0 7 3 QQOZ C Q (,9 W W Z C' w ? < > cc a Q cc W r w ge ZZ Q CC 0 I cc W Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 1ST FLOOR LIGHTING PLAN SHEET: 2628 E2.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH ----- - -. -.1 0 0 0 WF OS P) { GENERAL NOTES 1. CIRCUIT ALL NEW LIGHT FIXTURES TO EXISTING CIRCUITS. RETAIN EXISTING SWITCHING AND CONTROL LOCATIONS UNLESS NOTED OTHERWISE. 2. ALL EMERGENCY BATTERY OPERATED EGRESS AND EXIT LIGHT FIXTURES SHALL BE WIRED TO AN UNSWITCHED 'HOT' CONDUCTOR. 3. SEE OCCUPANCY SENSOR WIRING DIAGRAM ON SHEET E5.0 r- 1 3116" =1' -0" • 2ND FLOOR LIGHTING PLAN - RF1t1Y!) 0 � _ b 0 J 0 0 0 0 RI1 RI2 EL TOR STkiR #1 1 SEp 1) 40 Mrr 7t ''$Q I/4 Nb -0 RECEIVED CT! OF TUKWIL I MAY 0 S 7007 PEE MI T CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax DPlRES ' /2 /07 co he I Zcc w 0 co I 1— 1— 07) QQO 9, try 0 (� W Z t > > � c- w r w 1- 0 . Z Z r o 2 F— 0 C C) I— w cc ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 2ND FLOOR LIGHTING PLAN SHEET: 2628 E2.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LJNE MEASURES 1' IN LENGTH r, Y TYP) 3. SEE OCCUPANCY SENSOR WIRING DIAGRAM ON SHEET E5.0 GENERAL NOTES 1. CIRCUIT ALL NEW LIGHT FIXTURES TO EXISTING CIRCUITS. RETAIN EXISTING SWITCHING AND CONTROL LOCATIONS UNLESS NOTED OTHERWISE. 2. ALL EMERGENCY BATTERY OPERATED EGRESS AND EXIT LIGHT FIXTURES SHALL BE WIRED TO AN UNSWITCHED 'HOT' CONDUCTOR. os r r 4 2' 1 -J I 3RD FLOOR LIGHTING PLAN 3/16" =1'-0° r 0 1 o 0 0 n n SF2(TYP) 0 0 L LrJ RECEIVED CITY OF- TUKWILA MAY 0 5' ?OD/ PE 1,iiiTCENTER • sssk 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax IDFREs b /2 / m7 �o Z cc 1 0 co I co 1- 07) CC D a a�Z 0 W Z zz cc 0 < c 4 2 CC co LIJ z z o 0 %- Ho CC e c� � > CD a? ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 3RD FLOOR LIGHTING PLAN 2628 SHEET: E2.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH o± STAB R GENERAL NOTES 111 ® RELOCATED ANTENNA AMPLIFIER BOX. T 109 1. CONNECT ALL BASEBOARD HEATERS TO EXISTING CIRCUIT. USE NEW BASEBOARD AS WIREWAY EXTENSION AS REQUIRED. SEE SHEET E0.1 FOR BASEBOARD HEATER SCHEDULE. 110 CONSTRUCTION NOTES 0 SPLICE AND EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO LOCATE NEW RECEPTACLE SO IT IS NOT OVER NEW BASEBOARD HEATER. COORDINATE ALL CUTTING, PATCHING AND PAINTING WITH G.C. PRIOR TO COMMENCING WORK. OBTAIN PERMISSION FROM KCHA TO SPECIAL ORDER BASEBOARD HEATERS WITH INTEGRAL RECEPTACLE. r 108 4 1 !l • ! 107 106 105 104 1ST FLOOR POWER & SYSTEMS PLAN 3/16" =1' -0" r.......! IT H `j 105 BB 2 NEW PANEL 'H2' ,.• 107 \ IFACP MDP MAINTENANCE & STORAGE COMMUNITY ROOM I 106 J BB -4 BB -4 o .11 VATOR MACH NE f f.: \ CEVA 109 a o Y ftk RECEIVED CITY OFTUKWII A MAY 0 5 2001 PER MIT CENTER \ 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES 6 / 2 / 07 I 0 Z cc 0 co CC aoyZ � a� cc 0 < CC toi LU 5 zz ° 0 1- cc o ccY ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 1ST FLOOR POWER & SYSTEMS PLAN SHEET: 2628 E3.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH ;L.. 0 GENERAL NOTES 1. CONNECT ALL BASEBOARD HEATERS TO EXISTING CIRCUIT. USE NEW BASEBOARD AS WIREWAY EXTENSION AS REQUIRED. SEE SHEET E0.1 FOR BASEBOARD HEATER SCHEDULE. CONSTRUCTION NOTES 0 SPLICE AND EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO LOCATE NEW RECEPTACLE SO IT IS NOT OVER NEW BASEBOARD HEATER. COORDINATE ALL CUTTING, PATCHING AND PAINTING WITH G.C. PRIOR TO COMMENCING WORK. OBTAIN PERMISSION FROM KCHA TO SPECIAL ORDER BASEBOARD HEATERS WITH INTEGRAL RECEPTACLE. J 0 O J 0 j 2ND FLOOR POWER & SYSTEMS PLAN 3/16° =1' -0° L 1 0 0 o[ 0 J I It BB -4 9B -5 ® C I r mf 7 rl mill i I te r. EL E M'TOR' TA j T J i?k' RECEIVED CITY OF TLOKIVIL A MAY 0 7007 Plnvsa CENTER T 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax EXPIRES 6 / 2 / m7 H 0 Z cc I CD " Imm• c73 cc � ayZ W y zz = �oa cc oo �� CC 0 I > c� cc g_ ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 2ND FLOOR POWER & SYSTEMS PLAN SHEET: 2628 E3.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH STAIR 2 /- GENERAL NOTES 1. CONNECT ALL BASEBOARD HEATERS TO EXISTING CIRCUIT. USE NEW BASEBOARD AS WIREWAY EXTENSION AS REQUIRED. SEE SHEET E0.1 FOR BASEBOARD HEATER SCHEDULE. CONSTRUCTION NOTES 0 SPLICE AND EXTEND EXISTING RECEPTACLE CIRCUIT AS REQUIRED TO LOCATE NEW RECEPTACLE SO IT IS NOT OVER NEW BASEBOARD HEATER. COORDINATE ALL CUTTING, PATCHING AND PAINTING WITH G.C. PRIOR TO COMMENCING WORK. OBTAIN PERMISSION FROM KCHA TO SPECIAL ORDER BASEBOARD HEATERS WITH INTEGRAL RECEPTACLE. 0 0 ® �i o • 3RD FLOOR POWER & SYSTEMS PLAN 3116" =1' -0" 1 . �. „/q I o RECEIVED CITY OF TOI 1LA MAY o ; 7001 PERM1TCENTER k Vik 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I WIRES 6 / 2 / m7 CD I- I 0 Z cc 11 4 S I I- I- o'S aa�Z 0 ?zz VFW cc 0 < W�P � �g Z c� cc �C ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: 3RD FLOOR POWER & SYSTEMS PLAN SHEET: 2628 E3.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH 8' -2000W L TYPICAL UNIT ELECTRICAL DEMOLITION PLAN 1/2" =1' -0" DEMOLITION NOTES 0 REPLACE EXISTING ELECTRIC BASEBOARD HEATER WITH NEW HEATER. SEE NEW POWER /SYSTEM PLANS SHEET E3.3 FOR MORE INFORMATION. 0 REMOVE ALL EXISTING FIRE ALARM DEVICES, CONDUCTORS AND APPURTENANCES. SEE POWER /SYSTEMS PLANS FOR NEW FIRE ALARM WORK. 4' -1000W TYPICAL UNIT ELECTRICAL PLAN 1/2" =1' -0" CONSTRUCTION NOTES 0 SPLICE AND EXTEND EXISTING BASEBOARD HEATER CIRCUIT AS REQUIRED TO LOCATE NEW COVE HEATER 4" BELOW FINISHED CEILING. COORDINATE ALL CUTTING, PATCHING AND PAINTING WITH G.C. PRIOR TO COMMENCING WORK. O2 CONNECT THE EXISTING THERMOSTAT AS REQUIRED GENERAL NOTES 1. CONNECT ALL BASEBOARD HEATERS TO EXISTING CIRCUIT. USE NEW BASEBOARD AS WIREWAY EXTENSION AS REQUIRED. SEE SHEET E0.1 FOR BASEBOARD HEATER SCHEDULE. 2. ROUTE ALL NEW CIRCUIT RACEWAY IN NEW SOFFIT STEEL AS MUCH AS POSSIBLE. COORDINATE CUTTING, PATCHING AND PAINTING TO MATCH ADJACENT SURFACES WITH G.C. PRIOR TO COMMENCING WORK. SEAL TIGHT OR CAULK ALL WIRE PENETRATIONS FOR THERMOSTATS. 3. WALL MOUNT NEW FIRE ALARM DEVICES AS SHOWN. PROVIDE ALL NEW CONDUCTORS AND CONNECT AS REQUIRED. ALL STAND ALONE SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED PER NFPA 72 AND THE 2003 INTERNATIONAL BUILDING CODE AS SUCH THAT ONE SMOKE DETECTOR THAT IS IN ALARM SHALL SOUND EACH SMOKE DETECTOR WITHIN THE SAME UNIT. CF 94 o 44 RECEIVED CITY OF TU KWILA► MAY 0 5 2007 PE U G CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax SIRES b /2 /07 CO I— I— 0 Z cc W Q co ccs H HI— cI3 CC D > v) Q Qoz a co O Q C3 w F - Q > CC Q Q � CC =,F,Q CO W r w Z Z Q imas C o I ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: TYPICAL UNIT DEMOLITION & ELECTRICAL PLAN SHEET: 2628 E3.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES T IN LENGTH UTILITY OWNED TRANSFORMER POINT OF SERVICE (4)3 1/2"C., ITH (3)500MCM THW PER PHASE TO UTILITY TRANSFORMER MAIN DISTRIBUTION SWITCHBOARD (MDB) 1500A BUS, 120/240V, 4, 4W, 3P- 1500AMP •0 NOT TO SCALE 2P -600A r-. .0 0 2P -600A r S O U 2P -400A 3P -150A r-. .-o 0 2P -50A PANEL 'EMG' 0 0 ELECTRICAL ONE -LINE DIAGRAM 3P-20A FTh 0 3P -20A 0 i .. 1/2 OF APARTMENTS ► 1/2 OF APARTMENTS ▪ ELEVATOR MOTOR ► SUMP PUMP (ELEVATOR PIT) ► SEWAGE PUMP PANEL ,, PANEL 'EMG' PANEL 'H2' • 4:4 % Qu .44 RECEIVED CITY OF TU .KWI LA MAY 0;4 7001 PEe MITCENTEP 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax DXIRES b / 2 / 07 I— 0 Zcc %-1 Q co M = co I I— I— Cr) CC D > o) QQaz CO 0 < (�WI— W Z =� Z? � W cc O Q Q C_ w a r.. I ZZ ° Q CC U I w � oC ._ ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: ELECTRICAL ONE -LINE DIAGRAM SHEET: 2628 E4.0 SHEET 317E TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH REFER TO EXISTING HOUSE PANEL FOR POWER REQUIREMENTS MECHANICAL INTERLOCK AUXILIARY CONTACTS FOR HYDRAULIC ELEVATOR N EUTRAL HOT s-0N-IF1F NO C NC I ST 120V 120V WHT BLK 3 –POLE, SHUNT TRIP BUSSMANN 'PS' POWER MODULE WITH CLASS J FUSES fL 0 w J m R1 I I s s NOT TO SCALE HD POWER 1 PAS T J m --. III KEY TEST TO ADDITIONAL OCCUPANCY SENSORS COMMON +24VDC COMMON +24VDC ENGRAVED NAMEPLATE s vo RED RED CONTROL OUTPUT CONTROL OUTPUT LIGHTING CONTROL DIAGRAM • • H3 -23 ANY 24VDC WALL MOOR ANY 24VDC WALL BRIBON TO ELEVATOR EQUIPMENT GROUND PER NEC 120V HEAT DETECTOR IN EQUIPMENT ROOM. EDWARDS MODEL #517FH OR APPROVED EQUAL, 135° FIXED TEMP THERMAL DETECTOR. LOCATE WITHIN 18" OF SPRINKLER HEAD. DETECTOR TO BE INDEPENDENT OF FIRE ALARM SYSTEM. PROVIDE ENGRAVED LABEL: "ELEVATOR CONTROL ONLY –DO NOT TEST" TO ENSURE POWER DISCONNECTION BEFORE SPRINKLER WATER FLOW, SPRINKLER HEAD TEMPERATURE RATING SHALL BE HIGHER THAN HEAT – DETECTOR RATING. COORDINATE WITH SPRINKLER SYSTEM CONTRACTOR. SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH WASHINGTON ADMIN. CODE WAC 296 -81 -277. COORDINATE TESTING WITH ELEVATOR AND SPRINKLER SYSTEM CONTRACTORS. ELEVATOR SHUNT TRIP SYSTEM - CONNECTION DETAIL NOT TO SCALE L 0 A D 2 AMP FUSE AND FUSE BLOCK CONTROL POWER INDICATIOR LIGHT. PROVIDE ENGRAVED NAMEPLATE LABELED "CONTROL POWER INDICATOR LIGHT ". NAMEPLATE SHALL ALL INDICATE PANEL AND CIRCUIT NUMBER OF CONTROL POWER. L 0 A D TO DUCT MOUNTED SMOKE DETECTORS O LOCATED IN SUPPLY AND RETURN DUCT. TYPICAL FOR ALL HVAC UNITS 2000 CFM AND LARGER. TO AUTOMATIC AND MANUAL INITIATING DEVICES. TO AUDIO /VISUAL 44 INDICATING DEVICES. -4 REMOTE ANNUNCIATOR TO 120V / 60HZ 20 AMP CIRCUIT CIRCUIT BREAKER SHALL BE PROVIDED WITH HANDLE LOCK –ON DEVICE (EXISTING CIRCUIT) 0 PROVIDED BY MECHANICAL CONTRACTOR, CONNECTED TO FACP BY ELECTRICAL CONTRACTOR. COORDINATE WITH DIVISION 15 CONTRACTOR TO CONFIRM LOCATION AND QUANTITY. ® (2) 4 PAIR /22 GAUGE TELEPHONE CABLES TO RJ -21X PUNCHBLOCK LOCATED AT TELEPHONE TERMINATION BOARD. TELEPHONE LINE SERVICE PROVIDED BY OWNER. 1 FIRE ALARM CONTROL PANEL (FACP) DIGITAL COMMUNICATOR FIRE ALARM SYSTEM - BLOCK DIAGRAM NOT TO SCALE TS MAGNETIC DOOR HOLDERS TYPICAL LIVING UNIT INITIATING AUDIO /VISUAL INDICATING DEVICES. POWER SOURCE cn z 0 EXISTING I I "ENTERPHONE 2000" DOOR INTERCOM /SECURITY SYSTEM. RJ-31X TELEPHONE JACKS FS PS DRY SYSTEM FLOW SWITCH POST INDICATOR WET SYSTEM VALVE FLOW SWITCH SPRINKLER SYSTEM DEVICES 1Q VALVE TAMPER SWITCHES (TYPICAL) TS TS TS] TS ® REFER TO FIRE ALARM SYSTEM ZONE SCHEDULE FOR MINIMUM ZONE CIRCUITING REQUIREMENTS. Q4 PANEL SHALL BE FLUSH MOUNTED WHERE INSTALLED IN FINISHED AREAS SUCH AS OFFICE, WORKROOMS, CORRIDORS, ETC... PROVIDE SURFACE TYPE MOUNTING WHERE PANEL IS LOCATED IN UTILITY TYPE SPACES SUCH AS CUSTODIAL, MECHANICAL OR ELECTRICAL ROOMS. ® PROVIDE CONDUIT AND WIRE FOR CONNECTION TO EMCS. - WATER SERVICE VALVE PIT ENERGY MANAGEMENT SYSTEM 47: I M F® RECEIVED CITY OF T1J Kum a MAY 0 PER mil CEN a Ei 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax DIRES 6/2/07 �o z cc 0 co I I— dr" aQOZ W UCD w= CC 0 < C 4 2 w ›- Nt moo_ oo �� CC U I > C'3 Z ISSUE: PERMIT SET DATE: 05 MAR 2007 SHEET TITLE: ELECTRICAL DETAILS SHEET: 2628 E5.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES T IN LENGTH