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Permit PL10-009 - BOEING OREGON MASABI TRUST - 295 FIDELITY BUILDING RENOVATION
295 FIDELITY BLDG RENOVATION PLI 0-009 LIO-009, EIO-005 File Number: Applied: Issue Date: Status: City411f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43I-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us DETERMINATION OF NON -SIGNIFICANCE (DNS) E10-005 02/22/2010 04/09/2010 APPROVED Applicant: KROESE, ROBERT Lead Agency: City of Tukwila Description of Proposal: The proposal is to demolish 20,000 square feet of a 76,000 square feet building. Construction will include 3000 square feet of mezzaninie and a new facade. Site improvements include the addition of 89 parking spaces with associated landscaping. Location of Proposal: Address: Parcel Number: Section/Township/Range: 5920 S 180 ST TUKW 3523049105 35/23N/04E The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack Pac , Responsib a if City of 'la 6300 Sou center Blvd Tukwila, WA 98188 (206)431-3670 Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Bob Kroese 119 South Main Street, Suite 410 Seattle, WA 98104 Sent via email to BobK@pkjb.com (no hard copy to follow) NOTICE OF DECISION WA Dept of Ecology-SEPA Review PO Box 47703 Olympia, WA 98504-7703 Sent via email to sepaunit@ecy.wa.gov (no hard copy to follow) PROJECT: FILE NUMBERS: ASSOCIATED FILES: APPLICANT : REQUEST: LOCATION: 295 Fidelity E10-005 L10-009 (Administrative Design Review), D10-035 (Building Permit) Bob Kroese, Architect SEPA DNS (Optional DNS Process) 5920 South 180th Street, Tukwila This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non- significance (DNS) using the Optional DNS process for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Stacy MacGregor, who may be contacted at (206) 431-3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). SM Page 1 of 1 04/07/2010 H:\A 295 Fidelity\SEPA NOD.DOC 6300 Souihcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fat: 206-431-3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E10-005 I. SUMMARY OF PROPOSED ACTION Jack Pace, Director The proposal is to demolish 20,000 square feet of a 76,000 square foot building. Construction will include 3000 square feet of mezzanine and a new facade. Site improvements include the addition of 89 parking spaces with associated landscaping. II. GENERAL INFORMATION Project Name: 295 Fidelity Applicant: Robert Kroese, PKJB Architects Location: The site is located at 5920 S 180th Street. The tax parcel number is 3523049105. Zoning and Comprehensive Plan Designation: Tukwila Urban Center (TUC) The following information was considered as part of review of this application. 1. SEPA Checklist dated February 4, 2010. 2. ESA Screening Checklist dated February 15, 2010. 3. Architectural and Civil drawings and Landscaping Plans prepared by PKJB. 4. Tukwila land use file L10-009 (Administrative Design Review). NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Stacy MacGregor, Assistant Planner, 6300 Southcenter Boulevard, Tukwila, Washington, 98188, Phone: (206) 433-7166. III. REVIEW PROCESS The proposed action is subject to State Environmental Policy Act (SEPA) review as the project does not meet the exemptions listed under WAC 197-11-800. The proposal includes an estimated cut and fill of 1500 cubic yards, demolition of 20,000 square feet, and creation of 89 SM Page 1 of 4 04/08/2010 H:\A 295 Fidelity\SEPA_SR.doc • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fat: 206-431-3665 • • parking spaces all of which exceed the categorical exemptions -flexible thresholds established by Tukwila Municipal Code 21.04.110 (A5). IV. BACKGROUND/PROPOSAL The proposal is to demolish approximately 20,000 square feet of an existing 76,000 square feet building. A new facade, 3,000 square foot mezzanine and 89 parking spaces will replace the area demolished. Landscaping per code is included in the proposal. The site is within the Tukwila Urban Center (TUC) and the surrounding land uses are zoned TUC. V. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-5. Concur with checklist. 6. The construction will follow issuance of a SEPA determination and Design Review and after obtaining all required permits from the City of Tukwila or other agencies. 7-9. Concur with checklist. 10. A new parking determination for covenant parking is required to be approved and recorded prior to final approval of the building permit. PSCAA will review the demolition for hazardous material and set conditions for the demolition. 11.-12 Concur with checklist. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a -g. Concur with checklist. 2. Air: a -c. Concur with checklist. 3. Water: a -b. Concur with checklist. SM Page 2 of 4 04/08/2010 H:\A 295 Fidelity\SEPA_SR.doc • • c. 1) The project shall meet all 2009 King County Surface Water Design Manual drainage requirements. 2) Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of the construction permit. d. The project shall meet all 2009 King County Surface Water Design Manual drainage requirements. All impacts associated with drainage will be mitigated as part of the construction permit. 4. Plants: a -d. Concur with checklist. 5. Animals: a. Concur with checklist. b. There are no known threatened or endangered animals on or adjacent to the property. c. Yes — This area is part of the Pacific Flyway, a primary corridor for migratory bird species. d. Concur with checklist. 6. Energy and Natural Resources: a -c. Concur with checklist. 7. Environmental Health: a(1-2). Concur with checklist. b(1). Concur with checklist. b(2-3). The project must meet City of Tukwila noise ordinance requirements. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts associated with the project. 8. Land and Shoreline Use: a-1. Concur with checklist. 9. Housing: a -c. Concur with checklist. 10. Aesthetics: a -c. Concur with checklist. 11. Light and Glare: SM Page 3 of 4 04/08/2010 H:\A 295 Fidelity\SEPA_SR.doc a -d. Concur with checklist. 12. Recreation: a -c. Concur with checklist. 13. Historic and Cultural Preservation: a -b. Concur with checklist. c. Applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. 14. Transportation: a -b. Concur with checklist. c. The number of parking spaces provided shall meet the requirements of TMC Chapter 18.56 Off -Street Parking and Loading Regulations and any cooperative parking agreement in effect. d -g. Concur with checklist. 15. Public Services: a -b. Concur with checklist. 16. Utilities: a -b. Concur with checklist. VI. COMMENTS: On March 19, 2010, notice of application and notice of anticipated determination of non- significance was posted on the site and mailed to property owners and tenants within 500 feet of the project. No timely comments were received on the project. VII. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-355 a Determination of Nonsignificance (DNS) is issued for this project. This DNS is issued after using the optional DNS process, is based on impacts identified within the environmental checklist, attachments, and the above Final Staff Evaluation for Environmental Checklist File No. El 0-005, and is supported by plans, policies, and regulations formally adopted by the City of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Stacy MacGregor, Assistant Planner Date: April 5, 2010 SM Page 4 of 4 04/08/2010 H:\A 295 Fidelity\SEPA_SR.doc eit j of Juftwita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Project Name: Bob Kroese, PKJB Architecture and Engineering Project Number: L10-009 Notice of Public Hearing 7. Mailer's signature: / / "ii/ -i/4 Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 X Other: Notice of Decision Was mailed to each of the addresses listed/attached on this _28 day of May in the year 2010 NOD sent to: KC Assessor, WA ST DOE "1 Zelk5/ / 17C- .o _--tj +D 60G g-rae . Project Name: Bob Kroese, PKJB Architecture and Engineering Project Number: L10-009 Mailing requested by: Minnie Dhalisvll 7. Mailer's signature: / / "ii/ -i/4 W:\USERS\TERI\AFFIDAVIT OF DISTRIBUTION.DOC • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 28, 2010 NOTICE OF DECISION TO: Bob Kroese, PKJB Architecture and Engineering, Applicant Mark Lusier, Owner King County Assessor, Accounting Division Washington State Department of Ecology Agencies with Jurisdiction All Parties of Record This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L10-009 Applicant: Bob Kroese, PKJB Architecture and Engineering Type of Permit Applied for: Administrative Design Review Project Description: The applicant proposes to demolish approximately 15,000 square feet from the southern (front) side of 75,000 square foot warehouse. The remaining 54,000 square foot building will be principally warehouse while creating a new 3,000 square foot ground floor office and a 3,000 square foot mezzanine office. New construction will also create new parking, a replacement facade, and an accessible entry. Location: Associated Files: 5920 S 180t St, Tukwila WA 98188 E10-005 (SEPA) and D10-035 (Building Permit) Comprehensive Plan Designation/Zoning Tukwila Urban Center District: II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non -Significance (DNS), or Decision on Substantive Permit: The Community Development Director has determined that this application does comply with applicable City and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision based on the findings and conclusions contained in the staffreport. MD Page 1 of 3 05/28/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Far: 206- 431-3665 Condi tions of Approval: Revise the plan set to show a solid, gated enclosure for the dumpster designed to coordinate with the architecture of the building and located so as to preserve the site's design for access and safety. The metal flashing along the top of the existing building wall shall be painted color P-5 Carnelian rather than P-2 Meadow Lark in order to integrate the two facades. Any future addition or increase of rooftop mechanicals requires review and approval from the Department of Community Development. Approval is subject to meeting the requirements of Design Review, TMC 18.60. Any future signage for the site shall be subject to design review criteria and shall be part of the architectural concept of design and landscape. Materials shall be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. Informational items that need to be addressed as part of the Building Permit Issuance: A. The Design Review is subject to a 21 day appeal period. Commencing construction prior to exhaustion of the appeal period is at the applicant's risk. B. Include re -striping the Dania lot to meet the parking lot stall dimensions required by City code and the quantity of stalls determined by the parking determination file L10-022. Re -striping shall pr vide 236 stalls between these two lots. . Revise the building permit application reflec the ap roved design review draw gs. Submit revised design review sheets SOT, -3, -4, A A F�;'bike rac ut sheets, parki g lot light fixture cut sheet, and a clear and egible landscape plan/' D. Prior to calling for a final inspection of the building permit, the applicant shall have the Landscape Architect who designed the plans or the Landscape Contractor who installed the landscaping shall provide a "Certification of Planting" to the City of Tukwila. The Certification shall note that the planting has been completed per the approved landscape plan. The City shall not conduct any inspection until this certification has been provided. rior to final inspection of the building record the Ingress, Egress, and Reciprocal Parking Agreement (L10-022) and provide the recording number to the City. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Board of Architectural Review of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Board of Architectural Review decision. MD Page 2 of 3 05/28/2010 IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of this Decision, which is by June 18, 2010. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $205. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Board of Architectural Review based on the testimony and documentary evidence presented at the open record hearing. The Board of Architectural Review decision on the appeal is the City's final decision. Any party wishing to challenge the Board of Architectural Review decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Board of Architectural Review decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS is final for this permit. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Stacy Macgregor, who may be contacted at 206-433-7166 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. Depnt of Community Development City of Tukwila MD Page 3 of 3 05/28/2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Staff Report for Administrative Design Review Prepared May 28, 2010 File Number: L10-009--295 Fidelity Administrative Design Review Associated Permits: E10-005—SEPA Environmental Review D10 -035 ----Building Permit Location: 5920 S 180th Street Applicant: Bob Kroese, PKJB Architecture and Engineering Recommendation: Approval with conditions Staff: Stacy MacGregor, Assistant Planner Summary of Proposed Action The applicant proposes to demolish approximately 15,000 square feet from the southern (front) side of 75,000 square foot warehouse. The remaining 54,000 square foot building will be principally warehouse while creating a new 3,000 square foot ground floor office and a 3,000 square foot mezzanine office. New construction will also create new parking, a replacement facade, and an accessible entry. Background Data Zoning District: Tukwila Urban Center (TUC) Comprehensive Plan Designation: Tukwila Urban Center (TUC) SEPA Determination: Determination of Non -Significance Notification: Notice of Application for this Type 2 permit was mailed to surrounding property owners, tenants, interested parties, affected agencies and posted on the site on March 19, 2010. Attachments: A. 1. Applicant's Response to Design Review Criteria 2. Applicant's Response to Correction Letter #1 B. Plan sets to include site plans, architectural plans, landscape plans and civil plans. C. Color Perspective and Materials Rendering D. Photometrics Plan E. Detail of bike rack F. Detail of lighting standard Area view of project site with surrounding land uses, zoning, and sensitive area shown. The site is outlined in green. SM C:\Temp\XPGrpWise\DR SR.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Far: 206-431-3665 FINDINGS Vicinity/Site Information Project Description: The applicant is proposing to redevelop a 75,276 square foot warehouse by demolishing approximately 15,000 square feet from the front of the building. Construction will result in 54,400 square feet of warehouse, 2,995 square feet of main floor office and 2,995 square feet of mezzanine office. The front facade is redesigned with an accessible entrance and updated with cast stone and glass. Foundation landscaping will be added across the front of the building. The front parking lot will be redesigned with the addition of 40 stalls for a total of 89 parking stalls with parking lot and perimeter landscaping. The entire parcel will be restriped for 109 parking stalls while the use requires 45 stalls. A reciprocal ingress, egress, and parking agreement will be recorded with the parcel to the east (parcel number 3523049103). The agreement continues the shared access of these adjacent sites and secures 22 parking stalls on this site for the benefit of the site to the east. The adjacent parcel to the east will also need to be restriped per the parking agreement. Upon building permit final, 236 stalls will be available between the two parcels. The north side of the parcel is adjacent to Triland Drive, a public street. Twenty parking stalls are adjacent to the right of way with landscaping between the stalls and the building. There is no change to this existing condition and no change to the building facade on this side. The landscape area will not change but the landscaping will be improved with additional plants. Existing Development: The site is fully built -out with an existing 75,000 square foot warehouse and associated parking. The proposal is to redesign the front facade, reduce the size of the warehouse and increase the amount of parking on the site. The site shares ingress, egress, and parking with the adjacent building to the east. Surrounding Land Uses: The property is zoned Tukwila Urban Center (TUC). The parcel is surrounded by predominately warehouse and bulk retail with the exception of a cinema and restaurants to the west. As noted by the applicant in the response letter dated 5.13.2010, the surrounding buildings appear as "large, sparsely decorated walls which represent a utilitarian type space that each project demands." Environmentally Sensitive Areas: There are no sensitive areas or associated buffers on the site. Topography: The site is essentially flat. Vegetation: As a remodel project, the site is already landscaped but the landscaping does not meet code. To preserve the existing trees and in support of redevelopment, the applicant has requested to preserve the existing non -conforming landscape perimeter on the site. The existing front perimeter landscape strip will remain and preserve the mature trees; the remainder of the perimeter landscaping will be located long the west and at the building perimeter. The total area of landscaping required by code will be provided. Public Comment The City received no comments during the Notice of Application period Design Review Criteria The project is subject to Administrative Design Review under Tukwila Municipal Code (TMC) Chapter 18.28.070. The Director evaluates the project under the criteria established in TMC 18.60.050. The design criteria explain requirements for development proposals. They are the decision criteria from which the Director will evaluate whether to approve, condition, or deny this project. The Design Review Criteria are shown in italics, followed by staff's comments. 1. Relationship of Structure to Site. a) The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement; b) Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; c) The height and scale of each building should be considered in relation to the site. This is an existing building; the principal change occurring for this remodel is to cut back the front of the building reducing its size and creating an area for additional parking. Areas and uses that are not included in the remodel will remain in their present developed condition. The entrance to the site is via a shared single shared access point off each of the two public SM C:\Temp\XPGrpWise\DR SRdoc Page 2 of 7 05/28/2010 • • fronts. Triland Drive is to the north and represents a commercial/industrial entrance to the service area of the building. South 180th Street to the south is the main entrance and adjacent to the redesigned front facade of the building. There is no change to the existing sidewalk along South 180th Street. New parking areas are created with landscape islands every ten stalls or along the fronts of the stalls. There is no change to the existing loading bay service areas. The height of the new facade is no more than three feet taller than the current facade. The new height modulates along the front of the building with the minor height changes representing the different interior uses (entrance, office, and warehouse). The new building's finished height is approximately thirty feet high, similar to the surrounding warehouse buildings. 2. Relationship of Structure and Site to Adjoining Area. a) Harmony in texture, lines and masses is encouraged; b) Appropriate landscape transition to adjoining properties should be provided; c) Public buildings and structures should be consistent with the established neighborhood character; d) Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged; e) Compatibility of on-site vehicular circulation with street circulation should be encouraged. The new facade adds modulation and texture to the front of this warehouse building with the intent to create a visually welcoming entrance. The existing portion of the building is concrete tilt -up panels and the new facade is made up of concrete masonry and glazing. Over the front entrance a canopy projects to define and draw attention to the public entrance into the building. The public front entrance is visually and functionally separated from the delivery and loading area on the east side of the building. Access and loading is shared between this site and the property to the east. This area is paved and does not provide a landscaped transition; the west side of the parcel contains a railroad spur surrounded by grass. This is not a public building. Personal vehicle parking and pedestrian circulation is located at the front of the building and separated from loading facilities which are located along the east side of the warehouse. Accessible stalls are placed adjacent to an accessible ramp. The site uses the shared access to minimize curb -cuts and a shared loading area to minimize paving between the adjoining parcels. The private vehicle parking is removed from the loading area. Additional private vehicle parking is provided at the back of the building off Triland Drive. This parking is preexisting. 3. Landscaping and Site Treatment. a) Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced; b) Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; c) Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; d) In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken; e) Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; i) Screening of service yards, and other places that tend to be unsightly, should be accomplished by use of walls, fencing, planting or a combination; g) In areas where general planting will not prosper, other materials such as fences, walls and paving of wood, brick, stone or gravel may be used; h) Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. The topography of the site is essentially flat. Public spaces are at grade. An accessible ramp is provided from the accessible stalls to the front of the building. The ramp is contained within masonry walls and has railing along its length. Along the new front facade, a planting area is created within the building's modulation. A relocated Lace Leaf Japanese Maple will be planted in an elevated planter so that it will be visible from the front of the building as well as the building's interior. The western side of the new front is an unbroken CMU wall. Texture is provided by grouping the bricks into bands and creating horizontal lines. SM C:\Temp\XPGrpWise\DR SRdoc Page 3 of 7 05/28/2010 • • Landscape islands are all contained with rolled curbing or elevated planters. Planting is placed in all areas that do not conflict with site circulation. Code requires perimeter landscaping fifteen feet deep across the front. The five foot landscape area shown on the plans is a preexisting condition. Between the building and the street 3,750 square feet of perimeter landscaping and 1,335 square feet of parking lot landscaping is required for a total of 5,085 square feet of landscaping. The plans show 6,343 square feet of landscaping between the building and the street. At the rear of the building, code requires 300 square feet of landscaping for the 20 parking stalls and 2,464 square feet of landscaping is provided. A lighting plan and light fixture cut sheets are provided and included as Attachments D and E. Three parking lot light standards are provided. These standards are a utilitarian design that is reflective of the warehouse use of the building. The standards are black and light levels drop to under one foot candle at the property line. A dumpster is shown north of the current location and located between loading bays (see SD -3). There is no screening shown around the dumpster. 4. Building Design. a) Architectural style is not restricted, evaluation ofa project should be based on quality of its design and relationship to its surroundings; b) Buildings should be to appropriate scale and in harmony with permanent neighboring developments; c) Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; d) Colors should be harmonious, with bright or brilliant colors used only for accent; e) Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view; i) Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; g) Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. The existing building is a concrete tilt -up warehouse surrounded by tilt -up warehouses. The redesign of this building pushes it further from the street than the majority of the surrounding warehouses. It will continue to be closer to the street than the movie theater immediately to the west. The finished height is similar to the adjacent warehouses. The new facade is divided into three sections defined by articulation with the center section recessed; defined by transparency with the western section containing no glazing; and characterization of the internal function reflected by the external form by defining the entrance with stairs and a canopy, the office spaces delineated with windows and the warehouse portion made from a solid wall. The CMU walls, colors, and stucco cornice reflect architectural finishes and details that are commonly used in commercial architecture. Multiple colors are used in an earth -toned color palette. The applicant's response to design review criteria states that the existing building will be repainted with colors to match the addition. The colors provided in the Materials Rendering and Materials Board show the existing building repainted in shades brown and green and the addition in deep reds and charcoal. The existing rooftop mechanical system is being demolished with the planned building cutback. Depending upon a future tenant's needs, a mechanical permit will be required for future HVAC design. Down lights are located under the entrance canopy to illuminate the entrance. Additional lighting from within the building will be visible through the pale green tinted glazing and curtain wall system. Three sixteen foot light poles will illuminate the parking lot. The light fixtures are square with a dark finish. Terraced planters mirror the modulation of the new facade and anchor the building to the ground. As a dock high building, the finished floor level sits above grade and a new entry ramp and stair with covered canopy add detail to the front of the building. The new facade provides details in texture through the use of rough split -face CMU blocks, smooth glazing, semi - smooth stucco for the cornice and cast stone quoins around the corners. SM C:\Temp\XPGrpWise\DR SRdoc Page 4 of 7 05/28/2010 • • 5. Miscellaneous Structures and Street Furniture. a) Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. b) Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. A standard 5 -bike bike rack is proposed adjacent to the accessible ramp. The site provides 109 parking stalls and is required to provide racks for at least three bikes. Signage has not been reviewed as part of this permit. In addition to the specific criteria of the Board of Architectural Review, proposed development must show consistency with adopted plans and regulations (18.100.030 TMC.) Below are the specific policies from the adopted Comprehensive Plan that relate to the location of the proposal. 6. Comprehensive Plan Policies. a. Commercial Areas - Goal 1.7: "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are uncongested with smooth -flowing traffic patterns, are well-maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses". 1. This significant commercial development requires design review (1.7.1). 2. This development requires sidewalks (1.7.2). 3. The development provides adequate parking and lighting (1.7.3). 4. Require fencing and landscape buffers between commercial and residential uses (1.7.4). This project is subject to Design Review. Sidewalks are preexisting and preserved along the public front. Parking and lighting meets code. The project is not adjacent to a residential use. CONCLUSIONS The Department of Community Development Director, pursuant to Tukwila Municipal Code (TMC) Section 18.108.020, and upon finding of the facts above, hereby makes the following conclusions under the city's Design Review Criteria (18.60.050 TMC) and Determination of Consistency with Adopted Plans and Regulations for Type 2 approvals (18.100.020 TMC.) 1. Relationship of Structure to Site. As a remodel to an existing building, opportunities to alter the relationship of the structure to the site are limited. Redesigning the front parking area and adding landscaping meets the goal of reducing the impact of large paving areas. The addition of this landscaping also improves the transition from streetscape to building. The current height of the building is appropriate for its use as a warehouse. The addition of three feet of parapet to create modulation across the front of the building adds interest to the front of the building. 2. Relationship of Structure and Site to Adjoining Area. The modulation and textures of the new facade add interest to the front of the building. There is no landscaping between adjacent parcels. The lack of landscaping meets code and allows for shared access and loading space on the east side and a railroad spur on the east side. A railroad spur, by nature of its use, cannot be landscaped. The absence of landscaping on the sides of the building is appropriate for the use and zone. Site circulation is an existing condition that is preserved. The separation of private vehicle parking in front of the buildings and commercial vehicle loading along the side of the building works well for the warehouse use and maintains vehicle and pedestrian safety, efficiency and convenience. 3. Landscaping and Site Treatment. The site design is dictated by preexisting conditions. Landscaping is provided in all possible areas but is also limited by the shared loading area across one side of the site and the railroad spur across the other side of the site. An exception to the required 15' landscape perimeter is sought to preserve the existing landscaping and to enable the proposed parking lot layout. The total square footage of landscaping is greater than what code requires for the site perimeter and parking lot islands. Staff recommends approving the landscaping as proposed. SM C:\Temp\XPGrpWise\DR SRdoc Page 5 of 7 05/28/2010 • • The dumpster must be screened from view with a solid, gated enclosure that is coordinated with the architecture of the building and located in such a way that it maintains the safety and utility designed into the site. 4. Building Design. The Fidelity building is of similar use, style, and scale to the surrounding buildings. The new front facade has more detail and more contemporary finishes than many of the surrounding warehouses. It will be setback from the street further than the adjacent warehouses but closer to the street than the adjacent movie theater. It is a similar scale to the surrounding buildings and only three feet taller than its current height. The building facade is updated with materials that reflect this decade rather than the 1970's when this building was originally constructed. The use of concrete in both the old and new portions of the building ensures the life of the structure is consistent across the entire building. The new facade is functionally and architecturally designed into three distinct sections. This adds interest to the front of the building. While the building is pushed farther back from the street, the use of glazing, landscaping and the entrance canopy all improve the street presence of the building. There is little to tie the new and existing portions of the building together. To provide a visual link one of the accent colors from the new facade should be used on the existing building. Future rooftop mechanicals shall be screened from view. The preferred method of screening is to locate any rooftop mechanicals sufficiently far from the building's edges so as to use the building height as screening. If the HVAC or other rooftop mechanicals are located so as to not be effectively screened by the building height, architectural screening is required and shall be treated as a minor modification to design review. Any future screening shall be integrated into the architecture of the building in regards to materials and colors. The parking lot lighting is simple and utilitarian. Its low profile, rectangular design is appropriate for a warehouse building. 5. Miscellaneous Structures and Street Furniture. The proposed bike rack is of an appropriate color choice and utilitarian design for this warehouse building. The City is in the process of updating its Sign Code and anticipates adoption prior to the applicant applying for a sign permit. Any future signage for the site shall require a permit, shall be subject to the sign code at the time in which a complete application is received by the City, and shall require administrative approval to meet the intent of the design review permit in addition to meeting code. 6. Comprehensive Plan Policies. The project meets all applicable City codes and Design Review Criteria. RECOMMENDATIONS Staff recommends approval of the Design Review application as analyzed in the findings and conclusion and subject to the following conditions: Conditions of Approval: 1. Revise the plan set to show a solid, gated enclosure for the dumpster designed to coordinate with the architecture of the building and located so as to preserve the site's design for access and safety. 2. The metal flashing along the top of the existing building wall shall be painted color P-5 Carnelian rather than P-2 Meadow Lark in order to integrate the two facades. 3. Any future addition or increase of rooftop mechanicals requires review and approval from the Department of Community Development. Approval is subject to meeting the requirements of Design Review, TMC 18.60. SM C:\Temp\XPGrpWise\DR SRdoc Page 6 of 7 05/28/2010 • 4. Any future signage for the site shall be subject to design review criteria and shall be part of the architectural concept of design and landscape. Materials shall be compatible with buildings, scale should be appropriate, colors should be in, harmony with buildings and surroundings, and proportions should be to scale. Conditions of Building Permit Issuance: 5. The Design Review is subject to a 21 day appeal period. Commencing construction prior to exhaustion of the appeal period is at the applicant's risk. 6. Include restriping the Dania lot to meet the parking lot stall dimensions required by City code and the quantity of stalls determined by the parking determination file L10-022. Restriping shall provide 236 stalls between these two lots. 7. Revise the building permit application to reflect the approved design review drawings. Submit revised design review sheets SD -2, SD -3, SD -4, A-2.1, A-2.2, DR -2, bike rack cut sheets, parking lot light fixture cut sheet, and a clear and legible landscape plan. Conditions of Building Permit Final: 8. Prior to calling for a final inspection of the building permit, the applicant shall have the Landscape Architect who designed the plans or the Landscape Contractor who installed the landscaping provide a "Certification of Planting" to the City of Tukwila. The Certification shall note that the planting has been completed per the approved landscape plan. The City shall not conduct any inspection until this certification has been provided. 9. Record the Ingress, Egress, and Reciprocal Parking Agreement (L10-022) and provide the recording number to the City. SM C:\Temp\XPGrpWise\DR SRdoc Page 7 of 7 05/28/2010 Fidelity IkiHd ng Materials Ren • erring reference material board for samples 1. SPLIT -FACE CMU IN BURGUNDY RED 2. SPLIT -FACE CMU IN CHARCOAL 3 SPLIT -FACE CMU IN CASTEL WHITE 4. SMOOTH FACE MISSION BRICK IN MAUNA LOA 5. STUCCO WITH INTEGRAL COLOR IN SW RAISIN 6. STUCCO WITH INTEGRAL COLOR/FLASHING IN SW CARNELIAN 7. CAST STONE QUOINS TO MATCH CASTEL WHITE 8. ATLANTICA GLASS 9. CURTAIN WALL CLEAR ANODIZED ALUMINUM 10. TILT UP WALL PAINTED SW MEADOWLARK 11. TILT UP WALL PAINTED SW DORMER BROWN 12. DOORS AND CANOPIES PAINTED SW EARTH GREEN 13. SMOOTH FACE CMU SILL AND LINTIL CASTLE WHITE • FEB 2 2 2010 February 19. 2010 k • 1 b architecture + engineering City of Tukwila Department of Community Development Building Department 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 re: 295 Fidelity Building 5920 South 180th Street Tukwila, WA Permit no.: D10-035 Dear Design review committee: Please review the following explanation of how the project consistency with both the Criteria for Commercial Developments (TMC 18.60.50(A)) and the Comprehensive Plan Policies related to design review. For easy review of information the format follows that outlined in your design review criteria. CRITERIA FOR COMMERCIAL AND LIGHT INDUSTRIAL DEVELOPMENTS (TMC 18.60.050(A)). 1. Relationship of Structure to Site a. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping and pedestrian movement. The new site design enhances the existing condition by adding a welcoming building entry connected to the parking and public way by additional landscaping, paths and lighting. Additionally the redesign separates the pedestrian and building traffic from the delivery and loading traffic on the site. This creates a streetscape for the pedestrian which promotes safety and interest. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. The parking is broken up and screen by a professionally designed landscaping plan (please see sheets LA1 & LA2). Combinations of existing mature and new plantings create an appropriate balance of hardscape and landscape. The parking lot is balanced and screened with the landscape in such a way that the pavements visual impact is lessened. The body of the parking area is broken up by landscape islands while the perimeter provides a screened surround through various landscape beds. 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite 6 Wenatchee, WA 98801 p 509 664 5181 i 509 665 8150 www.p1<jb.com • • 2 c. The height and scale of each building should be considered in relation to its site. The existing building is being cutback which significantly reduces its square footage to create a more appropriate site/building relationship. The overall height of the building is remaining as existing (26'-5" above finished floor). This is consistent with heights in the sites adjacent. As a standard dock high warehouse type building this project is equivalent to many of the buildings surrounding it. Minor height adjustments are being made to the parapets of the new southern facade to create modulation and generate a visually welcoming facade. These adjustments will leave the roof at the existing height and add a maximum of an additional 3'-8" above existing height. The new max height of the building will be 30'-1" above finished floor. 2. Relationship of Structure and Site to Adjoining Area a. Harmony in texture, line and masses is encouraged. The proposed design for the site takes into account the current character for the area. The suggested improvements combine positive elements of properties in the area to create a •building well suited to the area and time while still keeping the building overall integrity intact. With the exception of the new southern facade which is a blend of concrete masonry element the majority of the building exterior will remain as tilt -up concrete panels painted to match the new color scheme. These materials are a combination of what is used at the sites directly adjacent: concrete masonry element at the theater to the west, to the east concrete tilt -up at Dania as well as at the warehouses north of the site. The new facade improves the buildings relationship and cohesion with the area. The design attempts to pickup materials, line & designs elements used by the surrounding properties. The split faced concrete masonry, horizontal line, and facade modulation of the theater are reflected in the new facade. The theater, Dania and other neighboring properties make use of large areas glazing to add a connection to the street and pedestrian as well as add visual interest. The new plan adds this type of glazing to achieve these same goals. Additionally many of the buildings mentioned emphases the pedestrian entry with a canopy, lighting and project design elements; the proposed design adds all of these. The materials, scale and style of the project are constant with the area. It is clear that new design of the building will be more cohesive with the current charter of the neighborhood than it is as existing. b. Appropriate landscape transition to adjoining properties should be provided. The transition to Dania and to both site ingress/egress is improved by additional and redesigned landscaping (See LA1& LA2). Near both the south and north points of entry the landscaping had been added and improved to provide appropriate connection to the adjacent properties. c. Public buildings and structures should be consistent with the established neighborhood character. With the new design the building size, material and style are now consistent with the areas charter. The redesign improves the projects relationship to the area by aligning its style with the current environments of the area. See question (2-a) for further details. 119 South Main Street, Suite 410 Seattle, WA 98104 p I06 624 3210 1 206 624 3243 o 11I Olds Station Road, Suite B Wenatchee, WA 98801 p 509 664 5181 1 509 665 8150 • • d. Compatibility of vehicular and pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. The parking improvements separate the required parking from the buildings existing loading areas. This enhances the pedestrian connection with the building entry as well as creates a safer environment for circulation. The areas for pedestrian and delivery truck will be separate with the new design. 3 e. Compatibility of on-site vehicular circulation with street circulation should be encouraged. The existing connection with S 180th Street and Tri -land Drive work well and is shared with adjacent sites. The vehicular circulation related to these streets will remain as existing. 3. Landscape and Site Treatment a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. The site is relatively flat so there are significant topographic features to protect. Existing landscaping adds to the site beauty and is being saved as shown in our landscape plans. Significant trees are being saved and/or being relocated as possible. Overall the sites beauty is being both enhanced and preserved by the new plan. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance. The existing grades of the site are safe and new design maintains that safety. As this is a dock high building an appropriate entry with both a stair and ramp entry has been provided. Teraced planters and guardrails improve the safety and visual appeal. c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. Terraced planters contour to the buildings modulated shape and provide and an anchor for the building to the ground. A curved planted sit in the buildings niche and highlight the space while strengthening the form. A relocated Japanese maple will sit here and help to establish the axis at this point. Mature plants at the periphery of the project define the site as well as provide shade. The landscaping plan becomes integral to the buildings charm and organization. d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. Throughout the project curbs and planters are employed to protect the proposed landscaping. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. A mix of trees, shrubs and ground cover is used throughout the landscape plan. Several exiting tree provide a good base for the new plantings proposed. 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 o 112 Olds Station Road, Suite B Wenatchee, WA 98801 p 509 664 5181 f 509 665 8750 Nz • • 4 f. Screening of service yards and other places, which tend to be unsightly, should be accomplished by the use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. The dumpster will remain as existing but the location with be move north to align the new building footprint. g. In areas where general planting will not prosper, other materials such as fences, walls, and paving of wood, brick, stone or gravel may be used. n/a h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. The building uses lighting modestly to enhance the sites appearance and safety. Building lighting is used to highlight futures and pathways. While site lighting adds safety to the parking area as well as emphasize the landscape. Up/down lights between grid D and E, provide and accent at the buildings niche. In addition ground fixtures here Tight the landscape of the area. At the building entry recessed can light are integrated into the canopy while the ramp is and landing are lit by lighting integral masonry wall lamps near the footpath. The parking lot is kept illuminated by 16' pole mounted luminaries. 4. Building Design a. Architectural style is not restricted; evaluation of a project should be based on quality of design and relationship to surroundings. The building design is cohesive with the surrounding projects and area character; please see answer 2-a, for further explanation. b. Buildings should be to appropriate scale and be in harmony with permanent neighboring developments. The building scale and style is cohesive with the surrounding projects and area character; please see answer 2-a and 1-c, for further explanation. c. Building components, such as windows, doors, eaves, and parapets, should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. The building elements are balanced according to typical proportions. The building is vertically divided into three parts creating the classic look of a base, body and cornice. The large windows required that the entry have a substantial look to feel in balance. The entry was therefore designed to have a canopy and surround to define and emphasize the space. The vertical line of the window is strengthened by highlight brick coursing while the quoins pick up on the rectilinear nature of the window partitions. The building components are constant with each other as well as the quality and lifespan of the structure. d. Colors should be harmonious, with bright or brilliant colors used only for accent. 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite B Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 www.pkjb.com • • 5 The main building colors are all earth toned; red/warm browns, cream and ash grey make up the majority of the pallet. The existing building will be painted to match the colors for the addition. Accent such as the cornice, canopies and doors will be painted a complementary shade of green which you can find on our material board. Overall the color pallet mixes well and stays well within colors commonly found in nature. e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. None needed at this time. The buildings existing roof top mechanical system is being demolished with the planned building cutback. A new system will be sized and added once a tenant for the building is determined and the loads needed are known. At that time appropriate screening will be determined. f. Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. The finishes and shape of the selected fixtures complement/mimic the buildings architectural features and finishes. For example both the up/down lights and 16' pole lights selected mimic the rectilinear forms repeatedly used in the architectural design. Additionally the window frames and handrails have similar finishes to those of lighting selected. Please see question 3-c for additional details g. Monotony of design in single or multiple building projects should be avoided. Variety of detail, form and fitting should be used to provide visual interest. The existing building is momentous with its expansive blank facade. The redesign breaks up the main elevation by creating three varied yet harmonious pieces. While many of the materials, colors and lines are the same varied placement and design add interest was well as establishes an understandable hierarchy. The entry is highlighted by canopy, glazing, a landing and landscape. The middle niche has a color variation and uses lighting, lines and landscape to set it apart. The third section creates a balance of the others thru simplicity in using shared design elements. 5. Miscellaneous Structures and Street Furniture a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. The bike racks chosen are picked to complement the building design. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. We do not have miscellaneous structures or lighted street furniture. 6. Consistency with adopted plans and regulations (TMC 18.100.030) 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 www.pkjb.com • • • Demonstrate the manner in which the proposal is consistent with, carries out and helps implement applicable state laws and the regulations, policies, objectives and goals of the City of Tukwila Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. The proposed design, size, layout and plan complies with all known applicable codes; the IBC, IFC, ANSI, TMC, City of Tukwila Comprehensive Plan, City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. COMPREHENSIVE PLAN POLICIES RELATED TO DESIGN REVIEW A. ALL COMMERCIAL AREAS Goal 1.7: "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are uncongested with smooth flowing traffic patterns, are well-maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses". 1. The design includes consideration of features that reflect characteristics of Tukwila's history (1.2.4). The designs features of the project reflects the charterer of the neighborhood. 2. Fencing and landscape buffers are provided between commercial and residential uses (1.7.4) There are no adjacent residential uses; not applicable. 3. The development provides adequate parking and lighting (1.7.3). The parking lot is lit and more than enough parking is proved for the expected use. Please see sheet coversheet SD1 for the breakdown of provided parking. 6 4. Where open spaces and trails are included in the development, they are designed not to interfere with the reasonable use of adjacent private property (1.10.11), and they are designed and constructed in a manner that is safe for all users and adjacent property owners (1.11.7). None provided. The property is safe and works will adjacent property. 5. In areas of concentrated commercial and retail activity, the development is connected by pedestrian facilities to the City's trail network, where feasible (1.11.4). The area is not in a concentrated retail/commercial area. Access to the cities trail network is not feasible. C. TUKWILA URBAN CENTER (TUC) ZONE Goal 10.2 "Encourage and allow a central focus for the Tukwila Urban Center, with natural and built environments that are attractive, functional, and distinctive, and supports a range 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8750 www.pkjb.com • • of mixed uses promoting business, shopping, recreation, entertainment, and mixed use residential opportunities:" 1. Wherever possible, the development provides an interior vehicular connection between adjacent parking areas (10.2.4). The parking provides an interior connection to both Dania and Tri -Land drive. 2. Where adjacent to a park, the development responds to or enhances the open space network and public amenities (e.g. by providing connections to open spaces (10.2.9). No park adjacent to site. 7 3. The development should be designed with an appropriate scale and proportion; pedestrian -oriented features and streetfront activity areas, such as ground floor windows, modulated facades, rich details in materials and signage; quality landscaping; an appropriate relationship to adjacent sites; an overall building quality; and with sensitivity to important features such as Green River and Tukwila Pond (10.2.7). The new design encourages activity and interest at the streetscape. The new facade has over 50 linear feet of new ground floor glass. In addition the entry was redesigned around the pedestrian. The canopy and landing add a welcoming element. The landscaping was designed around creating a welcoming entry as well. Inn addition the building has been visually broken up to reduce the scale and make it more inviting and interesting. Please see answers 1-a and 2-c for more information. 4. Parking areas should be designed with appropriate screening, landscaping and corner site/parking relationships (10.2.6). The parking area is screened and divided by landscaping. Please see question 1-B for and explanation of how the project meets this requirement. 5. The development should achieve a high-quality design; contribute to the creation of hospitable pedestrian environments through site design techniques, such as integration of architectural/site design/landscape elements and co -existence of auto/transit/pedestrian traffic; should be designed to maximize pedestrian safety and convenience; and should incorporate physical and natural elements that enhance the area's overall aesthetic, including street orientation (10.2.3). The new building design enhances all of these areas. A more inviting pedestrianscape has been created first by a new site design which allows for separate pedestrian and loading zone. Secondly the building has been opened up to the street with over 50' of ground floor curtain wall windows and an inviting entry. The modulation of the fagade creates a more approachable and welcoming scale. 6. The development should generally support existing plans, policies and programs designed to improve open space and other public amenities in the Tukwila Urban Center (e.g. projects adjacent to parks recognize and complement open spaces; open spaces are oriented with access to sunlight and are designed to promote security and visibility). (10.2.9). 119 South Main Street, Suite 410 Seattle, WA 98104 p I06 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite B Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 www.pkjb.com • • The open space and landscape on this project is improved by the new design. Additions of the landscape and lighting added to the add charter. The new parking provides a more cohesive space. 8 Overall it is clear that this project in cohesive and constant with both the Criteria for Commercial Developments (TMC 18.60.50(A)) and the Comprehensive Plan Policies related to design review as outlined above. If you have any questions or concerns please contact me at the information listed below. Best Regards, Kendra Lundahl, project manager PKJB Architectural Group, PS 119 South Main Street, Suite 410 Seattle, Washington 98104 T.206.624.3210 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 www.pkjb.com • p k • 1 b architecture + engineering Thursday, May 13, 2010 Bill Rambo City of Tukwila Department of Community Development Tukwila Planning Department 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 re: 295 Fidelity Building 5920 South 180th Street Tukwila, WA Permit no.: D10-035 Dear Bill Rambo: • RECEIVED MAY 13 2010 PERMIT CENTER CORRE�TIOfU LTR# bW O'?5 Thank you for your response to our permit submittal referenced above. We have provided the following corrections as noted below. Planning Division Comments: comments by Stacy MacGregor General: 1. A 11x17 set of drawings are include for the design review file. 2. Glazing and curtain wall finish samples have been provided on the material board revisions submitted. 3. The revised materials board, and colored elevation now match accurately represent the intended finishes for the project. 4. Please see publics works comments for additional information. 5. The bike rack has been relocated out of the way of pedestrian traffic. See the new rack ocation on SD 3 north of the ramp. The photometric plan showing the lighting levels is on sheet DR 3 which will be forthcoming. Lighting group Northwest is preparing the photometric plan. he' buildings existing roof top mechanical system is being demolished with the planned building cutback. There will be no HVAC work done under this permit. The VAC system will be added under a later permit according to the new tenant's needs. new permit will be acquired for the tenant improvement HVAC design. At that time appropriate screening will be determined. 8. The monument sign has been removed. Address numbers are the only remaining signage on the building. 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 6I4 3210 f 206 624 3243 • 112 Olds Station Road, Suite B Wenatchee, WA 98801 p 509 664 5181 f , .09 665 8150 V. . Response Letter 5.13.2010 Page 2 • • Parkin�Layout: I' e Dania parking will be striped as shown per the new reciprocal parking agreement. he loading bays on both the Fidelity and Dania building are to remain as existing. The existing loading spaces are shown on drawing DR 1. All curbs are raised to protect the landscaping. See the curb details #3, 4 & 5 on SD 5. 12. The standard and compact stall using are shown with a 2' overhang. See SD 4. 13. The path in question has been converted to additional landscaping for the project. Parking stalls have been adjusted to provide a new 12' wide open and direct path to the building entry. This adjustment gives a clear pedestrian path and enhances the safety of the plan. See SD 4. 14. The path across the front to the building it not needed to ensure pedestrian safety. An alternate safe and clear pedestrian path has been provided. A vehicle passenger will use the interior the aisles for circulation to the 12' wide building entry path. The vehicle traffic in this area will be light as only passenger vehicles will be in the pedestrian zone. In addition the car traffic in the area is slowed by the use of one-way drive aisles and landscaping islands. A pedestrian has a clear path from the sidewalk to the building entry shown on DR 2. Overall the plan provides a safe and compatible environment for both pedestrians and vehicles to utilize. 15. The two-way drive aisles have been changealto one-way drive aisles. The 24' aisles are now in compliance with TMC Fig 18-6. See SD 4. l Landscaping: 16. A complying landscape island has been added to the center of the middle row of parking. The southernmost parking island has been shifted one stall west. There are now ten stalls on each side of it. See SD 4. b. All parking islands comply with these standards. Please see sheet SD 6 which details the square footage provided. c. The island dimensions meet the requirements and are called out on sheet SD 4. d. A complying tree has been added to the southernmost island. See LA 1. 17. The required landscaping square footage is provided. Please see sheet SD 6 which details the square footage provided and required. 18. Perimeter landscape requirement of 15' width Type I Landscape Buffer is designed as Type 2 with the area averaged on the west property line and in oversized parking fingers, plant material clustering and density of planting. The required landscaping square footage is provided. Please see sheet SD 6 which details the square footage provided and required. 19. See response #23. Plant Materials: Plant material quantities were added to the Plant Material Schedule. Plant material sizes were revised to 6' height conifers and 2" caliper deciduous trees. Shrubs were also revised to 18" height. 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 o 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 Response Letter 5.13.2010 Page 3 • • General nstruction Notes: 2 otes for tilling and planting were added to Landscape Planting Plan Building Design: 23. The southern facade is thoughtfully designed in such a way that the form remains true to the use of building; office and warehouse. Ninety percent of the permitted space for the buildings is warehouse while ten percent is office. Inherent in the uses of each type of space is that people frequently use and occupy office space for extended periods of time while warehouse spaces have very few occupants and mainly used for storage and shipping of goods. Office thus offer a space that is meant to be looked at and in. On the other hand warehouses are a type of space which the interior should be protected from the public view. Security, unsightly appearance and functionality demand the warehouse design be less transparent than an office or retail based space. The design is true to the style appropriate architecture for the building's function. The Fidelity Building was designed with a truthful appropriate architecture in mind. The large expanses of windows and prominent entry relate to the office space. The elements used are appropriate for and active use and add architectural interest to the facade. The majority of the activity and intrigue in the building will happen in this space thus the transparency to the streetscape. The portion which you refer to as "a large unadorned wall" represents the warehouse portion of the project. While it is true that this space does not have windows due to functionality it is not true that is blank or forgotten wall. The wall has extensive architecture detail which is restrained yet appropriate and in balance with the overall design. The warehouse portion of the frontage makes use of a cascading horizontal brick reveal pattern in the cmu block to provide interest, modulation and rhythm. Two vertical reveals add further modulation to the facade while highlighting the structural elements beyond. Across the southern elevation the color of masonry varies with shape to emphasize distinctive form. It is also important to note that the design of the mentioned building elevation is harmony with the surrounding building and the historic charter of the area. Please reference attached figure 1. The figure exhibits the existing building and its neighboring properties. It is evident that warehouse and mixed use warehouse buildings are the predominate architecture in the area. Highlighted on Macys, the cinema, Dania, Cascade Container and the warehouse across the street are large sparsely decorated walls which represent a utilitarian type space that each project demands. Like its neighbors the Fidelity Building has a portion of its utilitarian use represented on the frontage. This area is shown is blue and is shown in blue; when judged against the adjacencies the planed design is of appropriate scale and complexity. Further evidence that the proposed design is fitting is figure 2, existing southern facade. The photographs are of the existing southern facade. Note that existing 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 www.pkjb.com • Response Letter '5.13.2010 Page 4 • • building has the same general floor plan as the new design in that the office is a two story element represented on the eastern (right) portion of the frontage while the warehouse is represented on the western (left). While the rational organization of the space are the same the proposed plan differs in that the existing building makes little effort add excitement or visual interest to the southern elevation as a whole. The new plan creates the appropriate inviting drama and excitement on the eastern half of the building frontage while employing a carefully planned scheme which creates subtle yet classic details. By juxtapositioning the two types of spaces a balance between the active and passive portions of a building is found. This clarity is important to maintain and the detail and effort put into the warehouse portion should not be forgotten. The tiered cornices, quoin accented corners, modulated masonry pattern, accentuated base, color variation, modulated plan, in ground lighting and landscape plan all provide an appropriate level of architectural treatment for the character of the project and neighborhood. 24. The use of masonry and the traditional tripartite organization of the project lends itself to the use of historic masonry elements. Quoins are a classic masonry detail which give a feeling of strength and firmness to the outline of the building. The modulation in the facade depth is a significant feature of the design and the quoins highlight the distinct shape of the building. Additionally the quoins provide cohesiveness by wrapping around corners and joining two walls giving a refined look to the renovation. Overall the quoins adds to the visual organization and charm of the design while staying true to the employed materials historic forms of architectural expression. 25. The building is anchored by a 3'-6" high band of charcoal cmu. While this has been used as deign element on the building the dimension is in fact a dictated by the height of the finished floor of the project. This is a dock high building; the project entire eastern side is made up of loading dock doors. The building landing and entire project is design is based on the base of the building lining up at the fished floor level. The building design is solidly anchored by the use of the oversized dark colored block at the base, landscaping which contours to the building shape, tiered planters and an extended exterior entry patio. Plan Conditions 26. A Washington State licensed landscape architect has prepared and stamped the landscape plans in accordance with the standards. 27. Landscape installation and screening shall be comply. 28. A new reciprocal parking agreement has been created between the Fidelity and Dania sites by Perkins Coie LLP. The parking agreement will be executed. 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 • 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 www.pkjb.com • • • Response Letter 5.13.2010 Page 5 Public Works Department Comments: comments by Joanna Spencer 1. The PSAPCA permit will be applied for by the licensed abatement contractor as required. The owner contracted with the remediation contractor on May 11, 2010. 2. Details WS -02 and WS -03 have been added to the plan set. 3. Crossing elevations have been indicated for the crossings of storm and water as well as sewer and water. 4. The rail spur on the property belongs to the ownership of the property not the railroad company. The ownership thus has the authority to remove the track without the railroad company's permission. The portion of the rail spur directly adjacent to the section of building to be demolished has been removed by the ownership. 5. Yes, the 1.5" water meter exists and we are showing a relocation of the water meter to a new landscape island. Regarding irrigation, we have shown a 1" irrigation (deduct) meter just downstream of the 1.5" meter and RPPA. The landscape plans show the irrigation backflow preventer and other equipment downstream of the irrigation meter. 6. All civil plans are stamped and signed. Please contact me if you have any questions or comments, thank you. Bet Regards bert Kroese, AIA P JB Architectural Group, PS 1 9 S main street, suite 410 Seattle, Washington 98104 206.624.3210 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 112 Olds Station Road, Suite B Wenatchee, WA 98801 p 509 664 5181 f 509 665 8750 it mod D. 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WA 66661 0081 024 • 3310 FAX 2.6216 WE) 661.sun FAX 66567m 9/9/09 PROJECT START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT 2/19/10 SUBMITTED FOR DESIGN /�REVIEW/SEPA 4/19/10 PERMIT RE1SONS ./11 4/19/10 11 BID SET SENT OUT A - 11 4/30/10 OWENER REVISONS jA, 5/13/10 SUBMITTED CORRECTIONS TO CITY FOR PERMIT . -- REVISION --- REVISION 1 .9.11 as Lc1 44E440A 440P 0F VI ln,4.0 Rw 11,11, z r wau Nw E -.+aa:os, 1 elowu Ar♦- FIDELITY BUILDING SITE 8 BUILDING RENOVATIONS 5920 S 1801h STREET TUKWILA, WASHINGTON F1.7":77:4 0/0/00 0l0.0 O FONT ORM 1/11/10 CO 300411LO FOR WW1 ARMORY. 2/0/10 SD0IRIFD FOR 41(01C FERRO 2/19/10 SLIMMED FOR 50Rj. RLVER/SVA 4♦/19/10 O 01160/OUT AI\ 0 1/01/10 URF./4/1 RLV6D44 /x\ 9/10/10 Slow. GRRECI R1 O17 401 ROYT 0/05/10 PERMIT REVT00 /1\ 124190* 5. r.0. 0 AGS co 1 CD O DR2 SITE PLAN ENLARGED.pdf -`o W CD ANDOVER PK E D INTERURBAN TR -'�— OAKESDALE AVE S 301°51'39 W(DEED) . giX4 Sj.IDi. S114� 1 1 w:!! 1 �i1 � 4 I? �� n q 1 hl 2/8/10 iiiAAAli 2/19/10 Mi i I 3!' i ! il! : 3i Iv! ilRI I 11 l' 11 I( I` 6I 1,44 TSTA I5II5I IHIH Itl I1II1I 1E41 IglI I III 111111 111111 111111 111111 u .uu uu uu uu • _N01°52'23°E(a._272.50'(C) N01°5119'E(DEED) 238.68'(DEED) N01°5119'E(DEE ) N01°5223'E(C) C.-"\ 238.831C) T i 0 0 i r / / /. / / / / 7 _ANDOVER PARK W 1003.74'(C)(DEED) c4> 301°52'23V (C) S01°51'39°W (DEED) 1322.37 i FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON 6rchl 1n SOUTH •A97 61REET 6610 SEATTLE, WA 66104 . 1206)624.9210 FAX 624.6219 -4ngln••rIng . 11201D0 STATION R0.6URE WENATCHEE. WA 66661 1606)661.6161 FA% 666-4706 9/9/09 PROJECT START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT .. 2/19/10 SUBMITTED FOR DESIGNREVIEW/SEPA - .. 4/19/10 PERMIT REVISONS /7 4/19/10 BID SET SENT OUT 4/30/10 OWENER REVISONS -./A.• 5/13/10 SUBMITTED CORRECTIONS TO CITY FOR PERMIT --- • REVISION --- REVISION -N.E. 1/4 SEC. 35, TWP. 23 N., RGE. 3 E., W.M. 1251 ANDOVER PARK WEST. TUKWILA, WASHINGTON GENLRAL NOTES: 1. 2. LOCATIONS SHOWN FOR EXISTING UTIMTIES ARE APPROXIMATE AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK. NOTIFY THE UTILITIES INSPECTOR AT (206) 433-0179. 3. REQUEST A PUBUC WORKS U71UTY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CAWNG (206) 433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBIUTY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS: THE CONTRACTOR SHALL HAVE THE PERMITS(S) AND CONDITIONS, THE APPROVED PLANS, AND CURRENT COPY OF THE 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 7HE 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 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. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL. BEFORE IMPLEMENTATION. 11.. ALL SURVEYING FOR PUBUC FACIUTIES SHALL BE DONE UNDER THE DIRECTION' OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83-91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL. MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE. THE PERMITTEE SHALL PROVIDE - CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS: CONSTRUCTION NOTES: 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PREMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS. SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL. LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE. WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY. WORK. 3. WORK IN ROADWAYS: A. ALL WORK IN ROADWAYS SHALL MEET NC 11 AND THE FOLLOWING: 8. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS.. C. ALL WORK REQUIRING LANE CLOSURES MUST. BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AND ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET ' SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES - PRE -APPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. CONTRACTOR NOTES: GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES. ESTABLISH' THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE. AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS. ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4.. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLEItU AND PERMANENT STABILIZATION IS ESTABUSHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT VALL REMAIN UN- WORKED FOR SEVEN DAYS OR MORE. 6.. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FORTWODAYS OF MORE. IN ADDITION TO COVER MEASURES,: THE CONTRACTOR SHALL . A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN -WORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN .UN -WORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED. AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN "ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A UEN AGAINST HE -PROPERTY WHERE SUCH. FACIUTIES ARE LOCATED. 8.. DURING THE LIFE OF THE PROJECT. THE PREMITTEE SHALL MAINTAIN IN. GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION,: EROSION: AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES' IN ACCORDANCE WITH APPROVED PLANS. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE 111TH ALL FEDERAL STATE. AND LOCAL LAWS. - 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED,. INSTALL AND ESTABUSH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL .TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBUCRIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE. DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE. TO THE STANDARDS IN EFFECT AT THE TIME OF THE . ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS. AND PUBUC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE. FOLLOWING:' A. NOTIFY THE PUBUC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. . B. OBTAIN PERMISSION IN WRITING FROM THE PUBUC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. - C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS. STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACIUTIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E.INSPECT ACCORDING TO APPROVED ESC. INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. - GRADING AND EROSION CONTROL UTIUTY NOTES: 1. 2. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. • POWER, CABLE. FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A TRENCH WITH A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUC RIGHTS-OF- WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES: • 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES. AND DESIGN AND CONSTRUCTION STANDARDS AND 'THE CURRENT -KING COUNTY SURFACE WATER DESIGN MANUAL'. UNLESS OTHERWISE APPROVED. . 2. MARK ALL STORM DRAIN INLET WITH "DUMP NO WASTE.. • LEGAL DISCRIPTION THE WEST 250 FEET MEASURED AT RIGHT ANGLES TO THE WEST UNE OF THE. FOLLOWING DESCRIBED. PROPERTY: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.: IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF. THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 01'51'39" WEST ALONG THE EAST UNE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER A DISTANCE OF' 1,003.74 FEET; THENCE NORTH 87'55'02" WEST A DISTANCE OF 30.00 FEET TO THE WEST MARGIN' OF ANDOVER- PARK WEST AND THE TRUE POINT OF BEGINNING; THENCE .CONTINUING NORTH 87'55'02" WEST A DISTANCE OF 270.00 FEET; THENCE NORTH' 01'51'39" EAST- A DISTANCE OF 272.50 FEET THENCE NORTH 87'55'02" WEST A DISTANCE OF 440.70 FEET; ' THENCE SOUTH 01'51'39" WEST A DISTANCE OF 553.89 FEET TO A LINE 36 FEET NORTH OF THE CENTERLINE OF SOUTH.180TH STREET; THENCE SOUTH 87'50'09" EAST ALONG SAID UNE A DISTANCE OF 685.17 FEET;. . THENCE ALONG A CURVE TO THE LEFT, THE.CENTER OF WHICH BEARS WEST HORIZONTAL DATUM HORIZONTAL DATUM:., NAD 83/91 VERTICAL DATUM VERTICAL DATUM: NAVD 88 VICINITY MAP NOT TO SCALE. ORIGINATING BENCHMARK: BRASS DISC STAMPED "NGS N 254 RESET 2 1974" SET IN DRILL HOLE IN BASE OF TRAFFIC SIGNAL POLE, SOUTHEAST QUADRANT INTERSECTION OF SOUTH 180TH STREET AND SOUTHCENTER PARKWAY.. . ELEVATION = 31.87' SITE BENCHMARK "A": , CHISELED SQUARE SET AT EAST SIDE OF DRIVE AT BACK OF. WALK, SOUTH SIDE OF :.180TH STREET, SOUTH SIDE OF SOUTHEAST DRIVE TO- MOVIE THEATER, +/- 500. EAST OF SOUTHCENTER PARKWAY. ELEVATION = 28.64' SITE BENCHMARK "B": CHISELED SQUARE SET IN BACK OF WALK. 0.5' EAST OF WEST EDGE OF STAIRS, . SOUTH SIDE 180TH STREET +1- 330' WEST OF ANDOVER PARK WEST. ELEVATION = 26.62' SITE BENCHMARK "C": 27'26'23" WEST HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 52.97 CHISELED SQUARE SET ON FEET THROUGH A CENTRAL ANGLE OF 60'41'58" TO THE WEST MARGIN OF ANDOVER PARK WEST; - THENCE NORTH 01'51'39" EAST ALONG SAID WEST MARGIN A DISTANCE OF 238.66 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS A STRIP OF LAND 50 FEET IN WIDTH DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST' CORNER OF THAT CERTAIN TRACT OF LAND: CONVEYED TO 186 CORPORATION BY DEED RECORDED UNDER RECORDING NUMBER' 7111100109; THENCE NORTH 87'57'02" WEST A DISTANCE OF 660.70 FEET; . THENCE SOUTH 01'51'39" WEST PARALLEL TO ANDOVER PARK WEST A DISTANCE OF 50.00 FEET; THENCE SOUTH 87'55'02" EAST A DISTANCE OF 930.70 FEET TO THE WEST MARGIN OF ANDOVER PARK WEST; THENCE NORTH 01'51'39" EAST ALONG SAID WEST MARGIN A DISTANCE OF 50.00 FEET TO THE SOUTHEAST CORNER OF SAID TRACT OF LAND CONVEYED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER. 7111100109; THENCE NORTH 87'55'02" WEST ALONG THE SOUTH UNE OF SAID TRACT OF LAND A DISTANCE OF 270.00 FEET TO THE POINT OF BEGINNING. 1. CONTRACTOR TO VERIFY ALL INFORMATION OF EXISTING CONDITION PRIOR' TO CONSTRUCTION. 2. USE CITY OF TUKWILA STANDARD PLANS WHERE APPUCABLE, SOUTH EDGE. CENTER BOTTOM OF CONCRETE STAIRS, NORTH SIDE OF TRI -LAND DRIVE. SOUTHEAST CORNER OF BUILDING #1177 ANDOVER PARKWAY. - ELEVATION = 27.11' OWNER TRI LAND CORPORATION ARCHITECT PKJB ARCHITECTURAL GROUP, P.S 119 SOUTH MAIN STREET. SUITE 410 SEATTLE. WA 98104 SURVEYOR BUSH, ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102. CONTACT: JAMES HARPER,-P.L.S.. (206)323-4144 CIVIL ENGINEER BUSH, ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: JAY DECKER, P.E. (206) 323-4144 . SHEET INDEX: COVER SHEET EROSION:CONTROL PLAN GRADING & U11UTY PLAN DETAILS RECEIVED MAY 13 2010 PERMIT CENTER C1 C2 , C3 C4 x -. 0 4 F- Z" _. -J 4:1 cn cc Q W b W z 66 O 5 qa til oo . -15 33n. >mi' Cn U a4 .bjm CO 8 0 1- W ILJ S (I PARK WEST H N Ci) (1) W Z O -O W U 0 O Z < 0 _ Y J Ca < ▪ m WASHINGTON Oman by JHH awed by JDD 1"=20' 01/29/10 mn 2009134:01 C1 'd U:1LD012008134 dwg101_COVER SHT C1.Ewg, C1 -COV. 516120101259:30 PM LAYERSTATE: 0 J Ct s r' N.E. 1/4 SEC. 35, TWP. 23 N., RGE. 3 E., W.M. • C1.I FFE=29.16' z L� V)N • wro •0 O �R • U ONC. . STAIRS N FIRE. HYDRANT INSET INTO BUILDING WALL 8"FILTER' CAP(R) WATER VALVE CASING AT SURFACE DESCRIBED LIMITS OF BLANKET TELEPHONE' .EASEMENT, REC:. .NO.'2554741 8"W(R) CONC. STAIRS r DESCRIBED LIMITS OF BLANKET TELEPHONE EASEMENT, REC.. NO. 2554741 WACO ENTERPf HELMER'S MUSIC 1207 ANDOVER PARK 1 -STORY CONC. BLOCK TAX# 352304 -9092 - N87'54'18"W(C) STAIRS BOEING MESABI OREGON TRUST.. FIDELITY WEST 5920: S. '180TH ST: 1 -STORY CONC. BLDG. 67,488 SQUARE FEET TAX#_,352304-9105-03 . BLDG HT.=56.02' BLDG. HT. =56.35' LOADING DOCK TRI—LAND CORPORATION DANIA FURNITURE '1251 ANDOVER PARK WEST 1 -STORY CONC. BLDG. 99,908 SOU ARE FEET TAX# 352304-9103-05 CONC. STAIRS 2"G(P) FFE=29.22 - INLET TE=25.69' IE=24.19' (8"PVC S)-. 4"0 0 I I0 II I I I I 1 IE=24.32'(8"PVC N) IE=24.37(6"PVC S) . ai PROI1TON .� (SEE DETECNL) 1 P S.. rn furl n. 1111 III 11111 44 4� unfurl LU e• m' -co 1-L 00 ■' N N N J II 11 11 z w w a CONC. STAIRS STRIPING IN .POOR CONDITION SSMH TE=27.90' COC=16.70' (12"CP • ii a CONC. STAIRS -FFE\=29.18' `• ■ ■ - ■ -1= ' 1 ■ 1 I I■ G 14IP.S.I' I: A .I. I • SSMH(418'! TE=25.99' COC=16.09' (6"CP N) E, W) — 1 ■ I 15' UTILITY EASEMENT . ■ I 1- j [C. NO. 840807051.6d ■ Ed P 1 TD 1 IP I —.k - Q7 UTILITY EASEMENT, REC 7312190674 I I I I I— -I- -I 1 _ I I I 1 1 I I z 0. • U 0 CONSTRUCTION SEOUENCE 1. ARRANGE PRE -CONSTRUCTION MEETING NTH aTY OF TUKWILA . PUBUC WORKS DEPARTMENT REPRESENTATIVE 2. MARK UNIT OF CONSTRUCTION: 3. INSTALL CATCH BASN PROTECTION. 4. INSTALL SILT FENCE LEGEND. .5.. MAINTAIN EROSION CONTROL MEASURES. AS STE CONDITIONS CHANGE RELOCATE OR INSTALL NEW MEASURES AS REQUIRED SO -THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN rCCORDANCE NTH CITY STANDARDS 6. COVER AU. AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON NTH S1RAW. WOOD .FIBER MULCH. COMPOST. 'PLASTIC SEEING. OR EQUIVALENT. 7. STABIU2E AU.AREAS NTHIN SEVEN DAIYS OF REACHING FINAL GRADE. 8. PAVE NEW PARKING AREA ., METAL STAIRS. \ . SILT FENCE CATCH BASIN PROTECTION 0 UNITS OF• CLEARING 1 ■ ■ ■ ■ ■■ GRAPHIC SCALE 0 20 .0 INLET .I TE=24.P5' IE=22.1,5' (8"CMF E) / cur 7_ / • / UTILITY EASEMENT, REC. / NO. 7312190674 /' CNC. S AIRS 8"SD 15' UTILITY EASEMENT, �4118DZQa1�--- /. . r /1215/' ,n / I I 1 1 / '/ / /' / I. I 1 I -2 -- / _ -L/ L 1 1 ` 1- I I T T. T. 587"50'09"E(DEED) i-ED(P) ED(P) TD(P). <�z > - IN E. SIDE WALK. INLET TE=26.42`' IE=24.72'(8"CP: S) . S87.50'09"E(DEED) ED(P) SL(P)J _ S 180th STREET' 1429.28'(M) SITE BENCHMARK "8" • CHISELED. SQUARE SET IN BACK- OF WALK, S. SIDE OF 180TH ST. EL= 28.62' CF > S 180th STREET N8 Sti 02' W(C) - • 1429.2'8'(M) MAY 13 2010 PERMIT CENTER SSMH(48") - TE=26:12' COC=15.37' (12"CP E,W) (8"CP N) ' CM 2 Waddi0 Dam B. Y0032— 80��0�aw 424und � 5 doncry mxr.m.oltwA) 20eg0 Z go,c•, 0 nn"x (n —� x� V 0 W� • J 0 w W z 0 z IX W J_ 5 N o CD 0 s 0 EROSION CONTROL PLAN LLJ 1251 ANDOVER PARK z 1- 1- z cr 3 m . Q (1) W Z 0 W o z_ W J CO Y mo.. by JHH auckw by JDD .cw 1'=20' Xte 01/29/10 2009134.01 ..„ C2 4 • • U:LLD0120091341Gwg102_TESC SHT C2.Awg, C2.0-ERO, 518/201014.31 PM 2009134.01 LAYERSTATE: J' I. U •I 1' II II 11 II0I II II .0 II .0 11 u 1II1III1 N.E. 1/4 SEC. 35, TWP. 23 N., RGE. 3 E.,W.M. 0 cn U7 z w 0 r- . w N U 0 000 U 0 . c7^ U • Jz wz • II DESCRIBED LIMITS OF BLANKET TELEPHONE EASEMENT, REC. NO. 2554741 .. a 8"FILTER CAP(R) WATER VALVE. CASING AT SURFACE 8"W(R) 9- - 8"W(R) FIRE HYDRANT INSET INTO BUILDING WALL (`s) DESCRIBED LIMITS OF BLANKET TELEPHONE EASEMENT, REC. • NO. 2554741 • L - INLET _TE=25:69' IE=24.19' (8"PVC S) ! 1 > \5 II 11 II b r1 18 1 I '1 °041 1 • 25.89; 69 BOEING MESABI OREGON °TRUST FIDEUTY WEST 5920 S. 180TH ST. 1 -STORY CONC. BLDG. 67,488 SQUARE FEET TAX# 352304-9105-03 BLDG. HT.=56.02' . 25.57 VOLUMES: .CUT = 19.9213 FILL = 823013 NET = 62.3801 FILL EXIST. BLDG. FF=29.2± T SAWCUT RELOCATE EX. WATER METERMASTALL REDUCED PRESSURE PRINCIP4 ASSEMBLY (RPPA) IMMEDIA a Y DOWNSTREAM OF EXIST. 1-73/(20 WATER METER. INST 1' 'DEDUCT glEIM DOWNSTREAM OF 1 L 'CROSSING! IE=225* TEm 21.9* • 26.26 % SSMH TE=27.90' iI / COC=16:70' 1 / • (12 CP c. -W)' IB --r .4. T .=,_ 27.23 ED(P) INLET. TE= 26.42' C~ . IE=24.72'(8"CP S) M IN E. SIDE WALK. rT,Q�1 _ 6.11 " );p IV MIAi 25• )jJ.'6 .1 rol. •28.15 ��\2.5.9Ujnl_'9jj 4 O7 UTILITY EASEMENT; REC. Ni�.4.P NO. 7312190674 L- 1 ,JCL UL 1 /11L Jn 1. 1 • 2714 . 26.80 - 26:56 . 26.25 EW cU55115' UTILITY EASEMENT cryR) REC. NO_84080705 jJ E► (P (P SANSACO" S MH( • 8") TE=25.99' COC=16.09' (6"CP N)<1= 12"CP E,W) 5.93 a 1 j' L90JgISCAPC 17 moi` IN TjfPICAL- SEE L 6$CAPE'PCANj - 1 REMOVE EXIST. 1 A • ASPHA` INVEMETtf-( P-'11 11L. 7- 6' 2519TE 25.6± =19.6* CONNECT TO EXIST. VERIFY PRIOR TO CONSTRUCTION SANSACO" 26.76 26.50 ( ) ( ) 26.25 26.09 TDP 10"WP S87'50'09"E(DEED) ED 25.76 -6.14 "PRIVATE �.. GRASS _-�- S87'S0'09"EDEED. y._ 587t�02"E � 1 WATER NOTES 1. THE EXIST. 8'DETECTOR DOUBLE CHECK VALVE ASSY. NEEDS TO BE ItsItD ON AN ANNUAL BASS. I I ' WITrifn • 2' HMA 1/2', PG 64-22 OVER 4". COMPACTED CRUSHED SURFACING TOP COURSE OVER COMPACTED. SUBGRADE TO 958 MAX. DENSITY MODIFIED PROCTOR ON SITE PAVEMENT HEAVY _EL EXISTING BUILDING TO REMAIN NO WORK WACO ENTERPf •HELMER'S' MUSIC 1207 ANDOVER PARK-. •1 -STORY CONC. BLOCK .TAX# 352304-9092- N87'54'181?W(C) N87'55'02"W(DEED) TRI -LAND CORPORATION DANIA FURNITURE 1251 ANDOVER PARK WEST 1 -STORY CONC. BLDG. 99,908 SQUARE FEET TAX# 352304-9103-05 3' HMA 1/2', PG 64-22 OVER 6' CIOMPACTED CRUSHED SURFACING TOP, COURSE OVER COMPACTED SUBGRADE TO 95% MAX. DENSITY MODIFIED PROCTOR SECTION - EXISTING BUILDING 1,1- TO REMAIN 2. CONTACT THE TUKWILA FIRE DEPARTMENT FOR STORZ KNOX LOCK BOX ORDERING INFORMATION. RPPA SHALL BE IN HOT ROCK/BOX OR EQUAL FREEZE PROTECTION ENCLOSURE ANCHORED INTO A 24'40'x4" CONCRETE PAD. 3. RPPA SHALL BE:. WATTS, 1)f', 00091,12QT, OR APPROVED i EQUAL, ON THE WASHINGTON STATE D.O.H. APPROVED UST. _l1_L1_L1 NO WORK: GRAPHIC SCALE 0 ID m = SO A INLET TE=24.)5' 10 IE=2215' UTILITY EASEMENT, REC. 8"CMPI E1' NO. 7312190674 a ( IN FEET ) 1 Pca - 20 ft. EXISTING FIRE HYDRANT S 180th STREET N8T51 0 W(Cj- - 1429.28'(M) 25.81 s - - ED(P) 8"SD ' B H . 15' UTILITY EASEMENT; REQ, -NO- B_4Il80 Z0_516 - - - MODIFY EXIST. FIRE DEPT. CONNECTION (FDC) PITH STORZ KNOX LOCK BOX M EXISTING FIRE HYDRANT CHISELED SQUARE SET IN BACK01- OF WALK, S SIDE OF 180TH ST EL=28.62' SITE BENCHMARK "B" MAY 13 2010 PERMIT CENTER "SPEED LIMIT 35 MPH" S 180th STREET - NS 517 02 v(3 - 1429.28'(M) SSMH(48") - TE= 26.12' COC=15.3.7' (12"CP E,W) (8"CP N) CP 2 W *2g �Blar'.Ym "01-'. 1800-424 555Undurprand Lawlor. xie (EEEMDORWA) V) O_ w < z WS 0 0. z < P s PERMIT REVISIONS GRADING & UTILITY PLAN L.1 0 1251 ANDOVER BOEING OREGON MESABI TRUST WASHINGTON *won 6y JHH• °Less° by JDD .w. 1'=20' Sato - 01/29/10 - 2009134.01 ...,. C3 4 U:LLAO1200913410w403_GRD & UTL Ci.dwg, C3 -43RD, 582010143:23 PM. N.E. 1/4 SEC. 35, TWF. 23 N., RGE. 3 E., W.M. 'JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. W RE- RINGS, OR EOUIV TO ATTACH FABRIC TO POSTS. PAINTED HIGH TENSILE 12.1 SERVICE SAME WNH DOUBLE STRAP. AW. fA LP. 13 AD AP. ROYAC 2024 OR EQUAL 8DE AB (SQUIRED. ® CORPORATION STOP, Amu I.P. INLET BY MALE IRON PPE THREAD OUTLET. MUHIER BALI. NO. 82969 OR EQUAL A8 NEEDED. © MA E IRON PPMUELLER THREAD Br M 2 ER 110 FITTING M Jal. ER NO. 1445401 © ER COPPTUBING.. TYPE K OR HIGH MOLEQAAR DENSITY POLYETHYLENE .. TRACDq TAPE FOR POLYE HYUNE PPE 2"x2" BY 14 GQ. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER - FABRIC NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR. WHENEVER POSSIBLE F, 6' MAX: - MINIMUM 4"x4".TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' F WIRE BACKING IS USED MAINTENANCE STANDARDS ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2"x4- WOOD POSTS. SILEL FENCE POSTS. REBAR, OR EQUIVALENT 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL- OF THE FENCE, THEY MUST- BE INTERCEPTED. AND'-. CONVEYED TO'A SEDIMENT TRAP OR POND: METER SEE 1.10" •,. 2" • A 1 1*Pi Dpronsl10 A' 1325 17.25 DYnaWNn B. RNar Height 17,15.15, 21'.24'.2T 12".14,16'.21'.24", 27' Dkn.nakn C - N,MAlna 1x60 Ahs d Inlet and 3.3.192 1-12' 2" Allaqink Wt1anlln D' 2150' 2583' 5. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FORSIGNS OF THE FENCE CLOGGING.' AND ACTING AS. A BARRIER TO 'FLOW AND• THEN. CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE IF THIS .00CURS. REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6". HIGH: IF: THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN IT SHALL BE REPLACED. • SILT FENCE STANDARD STRENGTH FILTER FABRIC \ GRATE L \J 2. METER BOX SUPPLIED BY PERMREE 3. METER BETTER TO BE APPROVED BY THE CITY B6PECTOR PRIOR TO BACKFILL 4. REFER TO CHAPTER 7 OF THE STANDARD&. 'CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. 4. SETTER SWILL BE POBRIa0B3 TO CE TER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS Ata BOX WALL FOR OPEtATTND AND LOCIWG BYPASS VALVE City of Tukwila 142' AND r BETTER City of Tukwila SERVICE 1-0R' i r DOMESTIC 8" 0 OUTLET STUB (SEE NOTE 5) \ e b WEIR WALL 11, r-4 •,. - A/ • A 1 1*Pi I tllllllllllD Allaqink .I I )7 • SCUM BAFFLE SQUARE ACCESS. COVER INLET STUB (OPTIONAL)- . (SEE NOTE 5) 3 -CART. CATCHBASIN - PLAN VIEW WAIL MRS INLET GRATE ' 1 RECTANGULAR ACCESS COVER CONCRETE COLLAR (SEE NOTE 6) 5/8' T STORMFILTER CARTRIDGE. (1W) UNDERDRAIN MANIFOLD - 8Y REVISION T-10 1/4"• CLEANOUTJ OUTSIDE \8" • OUTLET PIPE ACCESS PLUG (SEE NOTE 5) 3 -CART. CATCHBASIN - SECTION VIEW' SWIM M.T.S. Yea STEEL CATCHBASIN STORMFILTER hDIMIGWED Blt.AK_ DRAM BY: AWL AND SECTION VIEW STANDARD DRAWING - 3 -CARTRIDGE UNIT f0 sT4ED er. DRAM BY: a DATE; PR6661 Na- 008 0NcY-3-5071.E 00NAIE. 1/12190 IKON TER STOINIT1112 MIIt1SENIIT OS PATENT IRs 6.82 .029. No. 6.767.227. No. 6.027.636. No. 8.R4578. 11® 0078 08. AND NAM PATOIS PDOIIG STORMIIPITER 11141111•8111811T 610. (800) 548-4667 . • 3 5/8" OVERLAP SQUARE ACCESS COVER REINFORCING BARS (SEE NOTE 6) INLET GRATE • RECTANGULAR, ACCESS COVER ,. . .,_ -/ - r-4 1111111 tllllllllllD 2-2 1/8" 2'-2 1/8" INSIDE RIM INSIDE RIM 8'-2• OUTSIDE RIM .3 -CART. CATCHBASIN'- TOP VIEW INSIDE RIM -2 1/8" NSIDE RIM. 4" • OPENING PERMANENT POOL ELEVATION INLET STUB (OPTIONAL). 10E4 5/8" 111 :4 5/82-1 3/4" 8' A OUTLET 511J0 (SEE NOTE 5) 2' A OUTLET PIPE FROM UNDERDRAN 1 1/4' 3 -CART. CATCHBASIN - SECTION VIEW MUD Au 1 3 -CARL T CATCHBASIN - SECTION VIEW - SLAM Ma ffi 61111130011111 Stam Inman OS 111M No. 5.722.627. No. 6.187.581. No. 4/721.690. No. 3.624574 125 OTHER 6.6 AND P6®QI PATENTS 78/7810 DAZE BY 12/3 2 NbC 694910 >A STEEL CATCHBASIN STORMFILTER ' TOP AND SECTION VIEW STANDARD DRAWING - 3 -CARTRIDGE UNIT DATE'PROJECT NO_ 8Y:._ ORAWN BY: 2/12/04 ' IOODI 1 DRAWNME G RE NA 1056'-3-3.DWD STORMIVATER MINT. Io. (80D) 548-4667 MAINTENANCE STANDARDS 1:. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC. PROTECTION SHALL. BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNUKE-MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. CATCH BASIN HEE -1 NOTE: ONLY TO BE USED WHERE PONDING OF WATER. ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. FILTER FABRIC CB PROTECTION GENERAL NOTES 1.) STORMFILTER BY STDRMWAIER MANAGEMENT INC.. PORTLAND. OREGON 800/548-4667.. 2.) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3.) STEELSTRUCTURETO BE MANUFACTURED OF Y.' STEEL PLATE SIJ STORMFILTER REQUIRES 2.3'. OF DROP FROM RIM TO OUTLET. INLET (IF- APPUCABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PRONGED BY CONTRACTOR. 5.) CBSF EQUIPPED WITH. 4" LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD CUTLET 511.113 IS 8' IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6.) FOR H-20 LOAD RATING CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH. QUANTITY (2) /4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7.) ALL ST RMFILTERS REQUIRE REGULAR MAINTENANCE REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. ' 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PIANS. - 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA DESIGN WATER OUAUTY FLOW RATE (ofs) 0.081 PEAK ROW RATE (018) 0.346 RETURN PER100 OF PEAK ROW (Ks) 100 / OF CARTRIDGES REQUIRED 3 CARTRIDGE FLOW RATE (15 GPM SID) 5 MEDIA TYPE T.B.D. RIM ELEVATION 25.20 (CHECK: RIM - IE -OUT - 2.31 LE DIAMETER INLET STUB N/A CUTLET STUB 2290 N A e CIRCLE CONFIGURATION: iii INLET WO • INLET NOTES/SPECIAL REQUIREMENTS: RE MA PERP ffi 678MTS NiNAGILIONT SlmmNter DA PTONT Ks 6.62a.65. Ns 5.707.527. Na 6.0771830. No. 60218,571. AND ORM 0.8. . AND POICERI PATENS MOM taIR 3/3 DATE BY tar !TENSION 3 STEEL CATCHBASIN STORMFILTER NOTES AND DATA BLOCK STANDARD DRAWING - 3 -CARTRIDGE " UNIT bEoGIED BY: -IL.- DRAIN BY: 1L" DtA/t2/IS a 4Ia2NI0.ECT N0.: 1 0RW ANG 7X2 NA1E: 199'_3-50,p 811117 IAC. (800) 548-4667 EIVED 13 2010 IT CENTER 0 CtlWatlp D.B. Bsla. YNAI Dy .. U :OtDe4 m)R)QORWA) 6 OWNER REVISIONS . PERMIT REVISIONS • 01 z 1251 ANDOVER PARK WEST 0. 1- I- N Z_ 3 m Q Lu z. 0 0w 0 0. z LLA. 'a 0 g m dram by . JHH waa by JDD Abdo 11=20' date 01/29/10 ,m 2009134.01 ..„ C4 8 4 UALD012009134V14454_DETAU. SHT C4.61g, C4.043ET, 5/6/20101:03:54 PM TRILAND DRIVE: . BASE MAP FROM PKJB ARCHITECTS; SEATTLE, WA. General Construction Notes (Landscape Plan) .(Landscape ,. . . • 22. Include the following in the planting notes and revise the planting deta In as necessary: e, 1111 in of organic material to a depth of 18 inches and mulch.. TMC 18.52040 c b. Dig a hole this is just ahaiower than the s® of the mot ball and just wider than the size of • the root ball. Planting pits must be only the depth of the existing root ball or else the boom 'of the planting pits must be compacted prior to planting to insure then is no settling. If planting on a slope, dig a shelf that is two to three times the aim of the plan root ball (nee diagram at right).•e, Root balls of potted and baud d burlappod (B&B) plants must be loosened and pmmed as • necessary to ensure there are no encircling mots prim to planting. At least the top half of • burlap and any wire straps are to be removed from B&B plain prior to planting. The plan ' :should be completely verticaL The top of the root fare, when the roots and 'the trunk begins, should be about one inch from the surrounding soil. d. Fill the hole with the originalsoil. watering to remove air pockets. If planting on a slope, , mean a soil berm at the front of the plant Water the tree or throb again after the transplant is complete. PLANT MATERIAL LEGEND • Ann. Camp Ne.ne been BIDN BowHaO Maple CEP, CaplW Flames Per HC. Shots Cypea . ' Dame Maple asuuzi Relocated laetlnfJambi Maple - Weeping Alaska Cedar Western Bel Cedar Qim Pygmy breams Barbary Fin Pewor Dwarf Nandlaa Evergreen Heddeberry Basgma► Burning Bah Purges Bydraugrs Quinn Smaish Lavender Naar Zealand Flu- Purple Old, ' Otto Lees laurel : SHY • • • 'Spring Demme 1,01.1111111 Strnrbeary Madame YOD • Yale. Osier Dogwood BF . BM Fame BMG ' Bleck Monde Grass d-q wii tt+ °). • C,Y . DEG . - Dine FoaOan Gras ' DPG Dw. Pampas Gem Ivory Feathers DLYA. . Day LID •. •DLY B D.y Luny • DLY C - ' • Day LBip . DOG DwarfOresa Grap Faber Reed Gross. • •HT-W ;, Mediterranean Meatier MFG - . Malice Foaa6n Grass • Reteekel Nene Sire \; CRI Amrahea= Venda' ?1• yman JL__.._ . Pymcelin m' ' - eauBfB` .' I QI00mwppobwings "IDaeb T'' bgtJBAB . 1 Ana pentane 'Sago Labe 8' bgtB&B. Specimen Ate'pabmm •Dlacamt _ yaiem - ' Am ebrtram 6kfJBErB I anacet pub aeoba.®tr I- 6'. 1.8' and 1-10'hgt.BAB 77 . Th*Pa." she:.. .. 9..' • Inaba* aoeega•OberoPrime '. W •Nenellamdesedm'Cs.Wam'I Yaechm aemoo•'. 211I' Entann s afroCa"p nee • bg0Jaat. ---- dpdtfeaP • ...2PbglJeemt - ' Laraine seeress "Otte ewe" 2 pL.' . • Phones Osa'AWnpmppene : Maned. ads. • Hams fmsmurur "One Lpte" PDsa®den Sprtag CaapsP" gal/ms.Ltl8•ac pUmot.atl6'a. q`r. gaUsat.s2Pa gWSR n ee - -06 ptkour.at2Pa—.`-. pUmot .5 2s" a plJto.t at2P oe f/{--'- pUmats2Poc_: gaUcmt'at2P ea . 'gaUset at 24° a Zo pL/sat.at2Pa . pUmot. at 7A" oe . . Babas flea LeafJapieese maple to be Pnsetve and protect roaMLL Sdeebe y pg, •.> .'f itti ?o top of O. 440.- PN 10'.011"4✓.... tree m re.* prune fun• burl t od eddy. Wash of tams and aide wbh power wades . . Existing ar.bem r 0., pro. perlaa4ope Architect; Beck mime -Provide Hip fasted. .namde3-6 Me Grades Redden tram Gr..tb Products LLC, Rlngsee, . di • . • N'mica tlgme (J60)zmmucks See with metops .nd .yarn. mnd rro,h.,ydmide bRam helpo.pedRada . . pBarg bur man rodeo a ammgecur rors where tracks damage 4Maa- poled; 15004200 pds, 3-Man-800.1300 .dad' Cobb Red- De sun sell b mWm0 dye and pees 4P babe ebb reek hem PamwCM . d Cad b Bbea Deemed. .. . . .. _ GENERAL CONSTRUCTION NOTES t L Clean abgrad by removing oil undesirable vain hrebeing greets, web, blodber=im, notch broom and poplar seedlings .' .bab0dbg rood Lean abgndeln enema areas dafmm 6" below p.vbg Mr ben sad l0" below ping for Ends. Beam ao . .. deborfoe star 2. Provide Mimi 8" depth 60-411 mho from Paget Sad Topma (2y) 8334i741e.R okra bids Scarlty.abgrode by rotailing . -. end add top D on seam. Add Mabel topsoil 00 ceded to contour Mrab beds beetling mrytrd berms..' • 3'Providenmo6"depth60ae 0ono umPagetSodTope*(7.3)833-03741nalllawnbeds. Sorifyabgradeby•o Memo editing •. and add topsoil a Add adNtlomltopsail nNeeded toexam sad level bwss ' - . i' -6. Provide odolomitT depth amidst bm.Sr.ale to u Masan bds Meek from Pogue Sound sow, Anboro W.Abgeoa . . Fill as peeing bdod bee areas to within 1" of top ea earbsd wide. SlopoaSpbatbg bdeond ewe am to drab ''S..Provide one (1) year warranty for oil plant mterebd weemmhlp' ' ' , . 6. Lome, protect and bro avoid dptlasad above below ode utilitiesd 0 . fame wee mmu0mrion tbma000 b.. .. .rupee** for realbg demotes dabs washictlo. Cog locate befae yam dig at 1800 tt45335. - ' . . - 7. ARwak pedaled memo with aal]tyd'ILkw1. bndafpsdbrtfptla.egdrafea0. rode.d Nam C• f . 8. Welty WI beaten shown a the pone Held phs.. udberepmde oks between the graphic repremetlnud the numeric ,_. I , . - idea th.VIpMa tngo tun sha0 reel.. .. O. `. .9. AO Mani Medals rob.p. meaty with MA symmetrical trunk and (ago Mess atberwimaobd.... - 'I1LBeareroerdepoeofd .' MA.. - 2fli0 IL IvanpropvdnivpatO piloting boles prbrmimepbH marabh upbrvOs ham do not dnbauheavyeby sob . anerhleatmeod bndsnp arckimel. " • • .. .. .. .. Il Camases and•Dplbg with Muting pis • • UCER B&B RANT, REMOVE BURLAP & . TIES FROM TOP OF ROOT BALL BAOIFRLSOg. MIX R7asrma SUBimAB6., :. • DETAILt GROUND.ODVER..pIANfING 'marries tuns no ur gueesii Noss' • OAt1v. WRgna®aSTAROTIrET®d • s"--ner arelaiti st0Gl40iJld IDI GRA06 cam: Tau WRAPS6QDt6 V/CUPT iTAPR . TAPS OP1DRRANQI0l8I T1016 SSTTREE AT ORIGINAL WPM - .. • 7' ABM Fll4SHRID GRADS • • • FOR SUBMITTALONLY NOT FOR CONSTRUCTION USE STATE OF WASHINGTON . . APE RSG1S'PS12SD ARCHITECT JOB NO. #20102' TRILAND DRIVE Ito i44 SCALE: 1""'20'-0" NORTH BASE MAP FROM PKJB ARCHITECTS, SEATTLE, WA. IRRIGATION LEGEND Awe •a A • , t 41 0 4 MonKaNm Rain Bird 1804 of ISRLA MPR Pladk rattle Ral Bird 1804 w/ 15H-LA MPR Plank sod* • Bala Bird 1806 w/ 15Q-LA MPR Plank wale Bah Bird 1804 w/ 101i MPR Pbde node Rah Bird 180/ w/ 10H MPS. Plank wade Bah Bird 1804 w/ 10Q MPH Plank nozzle Rah Bird 1806 w/ 157 MPR Rattle down Refs Bled 1806 In 1513 MPS. Plank ersde Bala Bhd 1806 w/ 15Q MPR Plastic accede Bat Bird 1806 of 12F B1PR Plank node Bab BIN 1806 w/ 121I MPS. Philnazis Rat Bird 1806 w/ 12Q MPR Pies* mode _ .6) Rol. Bird 1806 wl I0P MPH Plastic come P Rats Bird 1806 w/ 10H MPR PWtk wade a Bela Bird 1806 w/ 10Q MPS. Plink rode Idt. Ruh Bird 180n w193ST MPR Plank node • Bat Bird 1806 re/ MST MPR Plante node • Bat Bird 1806 w/ 15FST MPR Plank node PM 30 30 30 30 30 30 30 30 30 ROOM GPM lonta1t 15' 3.70 - lawn 15' LLB laws 15' 0.93 lawn 10'• 1.57 lawn 1a 0.78 law. 1a 039. two 15' 3.70 shrub 15' - 135 shrub 15' 0.93 shrub IT - 2.60 shrub 12' 1.30 Arab 12' ' 0.65 shrub la 1-57 shrub la Q78 grub 10' 0.39 shrub 30 9'118' 1.73 dumb 30 Pz30' 13l shrub 30 /'a18' 0.61 shrub Dipthy madmen l8" width beewea drip one Rahb rd oa and required .Mraw.e relief.fires, hyten 0kkm, difibtrs b.<ape ad ddpBotiw rogoiRd eq.ipsent for couple. coverage to an pbut autrlals ., Bat Bird PRB Serb Aoto.ak Control Valve, dad per pal and provide Andes control box 0M min.2 ea R pea grad, ® : R.tbird &edplloa Cmool Valve / CE- 100 provide Mrs 9001101 box and da2 a.R pea gravel - eMather Brno Windom Valves ' ' ' .. • , U, hwIn m 1 end 6^ Ades control box. .. I1 -4Irr19 Feba Double Cock Valve, slrl I' "0.instal h bone. '. Minx control box per deb& :.I' ram/ 4 Rat au Bird Quick Coupler Valve 4RC, ams 1" anima otberwb. Doteda pi. Provide bo.nv"eL Install per detail. - ® , eratBhid>sSP8-8Stable Antennae Controller, Install per Owner. Power by others. Comment to power move ••mm .1111 ! Shedd, 60 PVC Malay We, size per ph., lasla8 at minimum 18" depth below Ibid. grads Chu 200 PVC Lateral Liao, size per pin; fawn at labium 12^ de;lth below ' fluid pude. Schedule 60 PVC Sleevlvg, doe per plea instal et addax= 12" below BMA node. • LANDSCAPE IRRIGATION NOTES L Iripdoe dingo and layout assume .o®= 40 me. static water pressure 30 GPM a fend of oonaeetlea verily PSI sad GPM, Hdletr.pancy exist report to Leodsape Arddleel ad owner beore proaedfag. TM landscape Contractor don inspect the site and verify medig conditions and dimension prior to biddieg ad =enro lloa Irrfptlm plea Is diagrammatic. Adjo1 pips, valve and irrigation bads according to field conditions ad plant location Report any discrepancies to Ladwpe Architect.' Coordinate irrlptia pains ofcooalb. and bode.. of automatic controller web Gaeral Contractor. An valor will be placed in valve bon in a manner width adll5M access for maintenance. Irate valve la dumb and graaod cover beds a11en approved by Landscape ArohIed.- No valve boxes in law. weft AO component of irrigation system shag M tw0ed and dJested to provide adequate esterase end n o over Wray onto bin ldlap, widows, or paved eras. Contractor b responsible for prodding* complete working triptbn system, 7. Coatractor b responsible ON 1111y damages to baba( and tofastroelere daring landscape 8. ' Boy control wires below malatlr and tape to malaise army 10' o.a 9. Flath Rabble begins Installing talus FM* nose Roes before installing nomdes, Test eettro spec before Wekfil8vgudrhs. 10. Electric Valve sad B.c0Ouw prevention =sembly to be pieced in below grade valve boxes ad fastened la shrub beds Verify that vale boxes are not placed whoa plant matwt areto be Installed. Provide dxvog undera0 paved sorbets 1 L Prwvi6e thl average to an lawn and shrub beds Install ddeb..l irrigation bads as aeermary to e beve hn average eel water toan photop. 12. 120 AC Electrical power source at controller snubs shall be provided by otbers. The Wds ape Coardeordan maketale the connection from the electrical seam to the controller. 13. AO trrlptloo bads to be Installed perpendicular to NW grade mien otherwW specified. 14. Wlalobdq the system The irrigation contractor shaft own a mad drain vale =loony. Drollag tite mainline sell be lemapW6ed by Introducing compressed air into be system through the conk ampler valve at the paint ofamsedim. 15. Desemam worldag system to betiding maintenance meager epee eo.ptetir ad eceptara I6. Late an edible before dining Can 1{800) 42455 17. law01ertption system In accordance with all applicable code and ordinance. 1a From coatroom metal or Ware yellow wire to awn valve box. • 19. CoCaeftrxen preside mandoline oiler Aj-001ILandscape* Mwiaga toLandscape Architect prior todms- 20. ®nand coned whes to be spiked fa contra/ boxes only. . MON O:.R: oecorcueemess Orr0= a.owt aoL SDI A wed raR . DETAIL REMOTE CONTROL VALVE i i i •il a La"iaaSa i is •'i •a'• -an13. wen and.. 10111 1. mom. eeomla mom se memo me woe. cons am.staa L MOIL MMUS 1a01a Wa[.a 161313,3/ t na COMM awns wa 93i PIM aanMA= CI maan r1e i MOIL DETAIL. GOIGK-GOUPLINE. VALVE NO SCALE .I FOR SUBMITTAL -ONLY'' NOT FOR CONSTRUCTION USE • STATE OF: • .WASHINGTON JOB NO. ;020102 FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON 9rchlt.ccur• t 9nsIn99ring 199011Th UAM STREET M10 SEATTLE. WA N104 OS) FAX 624•S243 11901D99TATC I RD. BUnE 0 WERATQIEE, WA 99901 (509)95/ • 8181 FAX NUM 9/9/09 PROJECT START DATE • 1/11/10 00 SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT . 2/19/10 SUBMITTED FOR DESIGN REVIEW/SEPA • 4/19/10 PERMIT REVISONS - 4/19/10 BID SET SENT OUT' A 4/30/10 OWENER REVISONS• L2 . 5/13/10 SUBMITTED CORRECTIONS TO CITY FOR PERMIT --- REVISION • --7— REVISION En) 1,7 Ix' LN i N i Z FIDELITY BUILDING SITE &BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON A•rchlt•ctur• • in) BOUINMIANETT ET040 4E01TLE, WA 10104 , - 900)624-0010 MINN . SW engineering 112 0(00ITATION IO. BUM • WENATCHEE, WA 0662t (000( 604.4101 FAX 0104162 9/9/09 PROJECT START DATE - '.. 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT 2/19/10 SUBMITTED FOR DESIGNREVIEW/SEPA ' 4/19/10 PERMR REASONS 11 4/19/10 BID SET SENT OUT 4/30/10 OWENER REVISONS 5/13/10 SUBMITTED CORRECTION O CRY FOR PERMR --- REVISION - --- REVISION .. . 72 FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET 111 SOUTH MAN STREET MIS SEATTLE, WA 86100 (6001024.3210 FAX 67445510 110 01.88 STATION Ra SURE B WENATdIEE, WA 00001 (8406 084.0101 FAX 0864150 9/9/09 PROJECT START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT ' 2/19/10 SUBMITTED FOR DESIGN REVIEW/SEPA 4/19/10 PERMIT REVISONS 4/19/10 BID SET SENT OUT .. - 4/30/10 OWENER REVISONS /L\ 5/13/10 SUBMITTED CORRECTIONS TO CRY FOR PERMIT --- REVISION - • --- REVISION `• EXISTPIG BLOFE P084 EXISTSIG SLOPE DOAN EXISTSIG FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON i •rchl * engineering 119 WARN MAIN eT360T 1,410 BEATIIE, WA 90164 (300)031.3210 FAX 861.32/3 112 01.1)8 BTATXIN ND. SURE • WEPIATOIEE, WA 33801 (303)!64.6111 FAX 6664700 9/9/09 PROJECT START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT 2/19/10 SUBMITTED- FOR DESIGN REVIEW/SEPA 4/19/10 PERMIT REVISONS /1\ 4/19/10 BID SET SENT OUT 4/30/10 OWENER REVISONS /Z\ '. 5/13/10 SUBMITTED CORRECTIONS TO CRY FOR PERMIT. • --- REVISION REVISION TOP 2 EXIST! PAEL • 26' - 5' 13, V5RF11 PANT COLOR 5CIEDULE: TAG: SEWN WILLIAMS PANT: LOCATION: PG -I GREEN EARTH 591140 ALL EXISTIG /IOL109 FETAL DOORSFR82'E5 EXIST! AND NEW 01'CRHEAD DOORSFRA/ E5, EXIST! CANCRES PC -1 tff4DCW LARK SW611 PANELS. TTP. 5+01N 2411E447101 EXI5TI TOP CP ALL EXIST! CCA EXISTING RAN LEADERS AND 501PPERS. 5E5 ROOF FLASH! AS SCAN O4 EXI5TRG. PC -3 DORMER ER= 591521 0OiTCM OFALL Ex15T! CONCRETE P4WIEL5. TTP. 51451406N 21 OELEVATION. EXISTING RAN LEADERS AND SCUPPERS. PC -4 RAISN 51111630 STUCCO 455+1015401 COR4ICE AND NEW ENTRY CA/RCPT. PC -5 CARNELIAN SW T5B0 STUCCO A5 5HCUN A5 5+1CUN 04 CORNICE AN NEW ENTRY CA OpT, NEER R00F RASH! 04 NEW, EXISTRG RAN LEADERS ANO SCUPPERS TO MATCH BUILD! PAINT SGEI'E. FC -6 CLEAR SEALER FOR THE 01 ALL EXPOSED 01 BLOCK PANTED S1UCCOCOIP. 04 LATH ON vB. 04 PLTUCOD ON 600D FRAM/4 5ECTI05. VERIFY COLOR 11TH STUCCO JONT AT GRIDLINES 15 CAST 572E 010N VEER 57 24' X 14' 4 24' X 36' PER 50E B' SPLIT -FACE BURGLNOT RED PER 51R1C71RAL DRAWINGS 51RCTIRAL JONT. 2-17' ROOM FACE HAMA LOA BRICK REVEAL. PER 4' 14c44 CASTLE 6141E CM/ IF SPLIT -FACE CHARCOAL 091 STRUCTURAL DRAWINGS 70P CF ExISTNG CON EX15T! FNIS)E0 5 (4.4655) PC -1 PA PL' 5111C000OHP 21 LATH ON via ON 04 WOOD FRAMba SEE WALL SECT! 0.6. VERIFY CALOR UN ARCHITECT. CAST 5TGTE OUON VENEER STAGGERED 24' X 114' , 24' X36' FER SC1EDULE. 1-52' 11100T11 FACE MANA LOA 11)55121 0804 REVEAL. PER 50EDILE 8' SP -IT -FACE OL4611CT RED CM WALL PER STRACT:A AL DRAWINGS ( SCIEDULE. Q' IT -FACE CHARCOAL 01 WALL PER S ORALIP1C5 4 SOEDULE. C PANTED 5TI000C01P. ON LATH 04 v13.24 t CF EXISTPG PANEL • ' - 5' AFP VERIFY h TCP OF EXISTING C2C. SLAB m -o EXIST! FN151ED GRADE ES) OWEST ELEVATION 1/8' = I'-0' AT ALCOVE O PANTED STUCCO•C.0'P. ON LATH ON 4.15. 21 PLYWOOD ON WOOD FRAMING, SEE WALL SECTIONS. VERIFY COLOR WTR4 ARCHITECT. 40 TOP CF E515TRG PANEL • 16' - 5' AR VERIFY CAST VICAR MON VENEER STACCERED 24' X 24' 1 24' X36' FER YJEDILE. 2 IR' 51100114 FACE 1141NA LOA HI%ICN BMX. REVEAL PER SCHEDULE B' SPLIT -PACE BURGUNDY RED OL WALL PER 571111CTIRAL DRAURGS 4 SCHEDULE V' SPLIT -FACE CHARCOAL CMI WALL PER STRUCTURAL DRAWRGS 4 6CHED11E ®EAST ELEVATION 1/8' . I'-0' AT ALCOVE TOP 0' EXISTING CONC. SLAB 0' EXIST! ERIN -ED GRADE (vARES) PANTED STUCCO/CCTV. ON LATH 01 Va ON PLYWOOD ON WOOD FRA164. SEE WALL SEECTIONG. vERFT COLOR WITH ARCHITECT. Btu.. - I 'x 1 �i 441 1 FiYWOCD ON 1170D FRAHRG, SEE WALL 1 -7 AAJ 1 7 1 A4J / �/ BUILORG 1FCNRECT. SECTIONS. VERIF5 COLOR WWH ARCHITECT. / 5920 GOtiRA51 IxG-4 PCS PC -4 'PGS _-_ c4 - 0 �G ; f, fil 11 II g - PCS PLT- - -1 CENTER s' I 1C- PC.6 l Ala PC -6 *GERM 2111 F. I I 6' C.ASTLF WALL SEC ® A41 NRY - . 1 01 WNL \ I 1 C157 570 24'%14'1 p B' SPLIT-4 CREOLE. PC-6 I _ _ 5 4N„�. _ 0 PER 5TR1 ® I _� N r NSLLdTE MISSION I I - - _ _ © B ' FPC -4 -- ----SYSTEM �' COLOR W' I STRTIR C RSE. WALL FER III GQ ENTRY ON VB.2 AU A—� =__—--_ CORNICE. 71.1.E. :.5)46 \ nu beim!! CABLE R4 ADE ..i r. �� 4 HIGH o WALL HELI lua rcx _ - AA..-€._-_ -L.- a J. ----1-- —. Jr �Hi PC -6 PC -6 — Q' 5PLIT-FACE CHARCOAL CM WALL PER Y l9 �.. UB 6' SPLIT -5 5TRCTUR s.' 5.441 4 56-2 PAINTED STUCCO/CCM. 04 LATH 04 va 04 PLYWOOD 04 WOOD PRATING, SEE WALL SECTIONS. vERPT COLOR WITH ARCHITECT. PC -1 00 6 E815TING LONG _SLAB _ 0'-O. E(v4R1E91 -Y.IST! FINISHEDISED GRADE ---- PC -3 Ex15TRG CONCRETE PANELS TO 8E POIER 845HED PR11ED AND P4NTEP 645T 5701E 01052 VENEER 514CGERED 214' X. 24' 4 14' x. 36' PC -3 SPLIT -FACE BUILDRG 7COAL 01 VENEER TO MATOH _ AFPROXRIA7ELT 4' THICK — 2 PC -6 STRUCTURAL DR4LLRG5 4 5C1EDILE. 11 OWEST ELEVATION 1/8' . 1'-0' _ _ J_J 4.-CY SOUTH ELEVATION r-0' PC -4 PAINTED STUCCO/CO-P. 04 LATH 0I V8. CN PLY11009 ON 4COD PRATING, SEE WALL SECTIONS. VERIFY COLOR WITH ARCHITECT. PC -6 PC 6' CASTLE UNITE 011 LR TCL SEE WALL SECTION PER SC4E17n F L 8' SPLIT -FACE EURG.NDT CED 091 WALL PER STRCTUR4L DRAWGS I *IEDILE A4 PC -3 Ex15T! EGRESS DOOR TO REHAN LINE 2 EXISTING GONG ¢ PANEL A4OD1110 ALUHNl1 CIAIA N WALL 5557EH YERFT FN1541 1111 4R041TECT 1 NSLLATED GLAZRG. V83F1 GLASS COLOR WITH 4fC4RECT. PC -I C� C S 1 11EAST ELEVATION AT HN I'-0' N A COLOR TO BUILDING FNISH DLCO JOINT ON FACE UNITE 011 LINTEL. SEE ION PER 50EDILE. 01014 v8EER STAGGERED 14' X36' PER 5114EDILE. ACE BURGUNDY FED O' 1 LUAU. DRA OGS 1 SOEDILE. 4111NA1 CIR1AN WALL FINISH WITH ARCHITECT GLAZNG, VERIFY GLASS ARCHITECT. iTLE 14)11 01 WALL PER DRAURGS 1 SCFEDILE. OPT. PANTED STUCCO/CCM. CN )4T14 PLYWOOD 01 WOOD FRAM*, TO 114704 ERFT COLOR 15 ARCHITECT. IL1G TLE UNITE 01 GORSE ACE CHARC041. 01 WALL PER 4 DRFURGS 4 SCHECALE. ERRE 01 LN1EL SEE WALL 5EC1IOK PER 5GEDILE. TOP OF EXISTING PANEL •26"- W AITv11 F'T' TOP OF CONC. SLAB 0' -fie 0 EXIST! FNISED GRADE (NARES) DD SUBMITTED FOR OWNER APPROVAL i O 0 BID SET SENT OUT 0 N i 0 15 0 S m N r 0 0 n v\i N sow 0 Z Z ) E~F-O L1JJOz [CLij Z_ w i_S m °CL¢ z o 1— _J cn J _ 5 o rnY J CO W°�Ln1 w LL Onus KEL RAJ( DATE 5/26/2010 scbx A5 NOTED JOB MM. 09047 A-2.1 FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON 1 110 SOWN MAN•TREET N10 SEATRE, WA MIN (2061624•621U FAX 024•12t3 I I2 0106 OTATGN n0.6URE WANATPIEE. WA 90001 (SOOT MI •6107 FAX 0064700 PWT COLOR SCHEDULE+ TAG: SIERAN UIILLIAPL°. PAM: LOCATION: NEW OR DOOR TO IN4TCH EXISTRG DOORS, NM TTP.I IMF 6 EXISTMG FdCTI t6 — FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON 1 110 SOWN MAN•TREET N10 SEATRE, WA MIN (2061624•621U FAX 024•12t3 I2 0106 OTATGN n0.6URE WANATPIEE. WA 90001 (SOOT MI •6107 FAX 0064700 PWT COLOR SCHEDULE+ TAG: SIERAN UIILLIAPL°. PAM: LOCATION: ALL EXISTCG HOLLOU PETAL DOORSATRA"ff5, EXLSTPG AND NEW OvEpEAD DOORS+FRN'E5, EXISTIIG CANOPIES 9/9/09 1/11/10 2/8/10 2/19/10 4/19/10 4/19/10 4/30/10 5/13/10 5/25/10 PROJECT START DATE DD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT SUBMITTED FOR DESIGN REVIEW/SEPA PERMIT REVISONS /1 BID SET SENT OUT OWENER REVISONS /L\ SUBMITTED CORRECTION5 TO CRY FOR PERMIT PERMIT REVISONS /1\ REVISION FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON architecture + engineering • 119 scum woo BrPFPT M1G BEATTLE•WA 22101 F8001804 • 9210 FAX 112A -3243 . 112 OLD6 STATION RD. BORE B WENATCHEE. WA 96601 (609)881.6161 FAA 66641166 9/9/09 PROJECT START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT 2/19/10 SUBMITTED FOR DESIGNREVIEW/SEPA 4/19/10 PERMIT REVISONS 4/19/10 BID SET SENT OUT 4/30/10 OWENER RD/MONS/Z\' 5/13/10 SUBMITTED CORRECTIONS TO CITY FOR PERMIT REVISION --- REVISION FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 $ 180th STREET TUKWILA, WASHINGTON engineering 119 SOON MA91 STREET 1110 SEATTLE, WA 60101 . (206) 624.6210 FAX 821.8249 1120W8STATION RD. RUNE 8 WENATCHEE. WA 26101 (109) 6M • 6111 FAX 6658160 PROJECT START DATE . 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT • ' 2/19/10 SUBMITTED FOR DESIGN REVIEW/SEPA ' 4/19/10 PERMIT REVISONS • 4/19/10 BID SET SENT OUT• 4/30/10 OWENER REASONS 5/13/10 SUBMITTED CORRECTIONS TO CRY FOR PERMIT --- REVISION --- • REVISION ' . GALV. BNT PETAL GAP FLA014P . PARR, SLOPE TO ROOF. PROVIDE HORIZONTAL LAPPED JOINTS 00 VBOT. JT8) (BY OSIERL P.T. PLATE OATH RECESSED ANCHOR BOLTS TTP. RN COUNTER R.A6NNG LP PARAPET FACE A)0 OYER TOP OF PARAPET MEMBRANE ROOFING 01 MED NBLLATION 578TB1 BY QUER • TOP OF ROMIG • 28" -3 TAPERED G4P 8141 PANTED STUCCO 04 PETAL LATH 04 VA 01 PLYWOOD SL EATHNG CN W00D FRAMML +=CO WTH MORAL COLOR VERFY COLOR MIN ARO/TELT. AL LAM *POR BARER ' 7W70D &HEAMNi ANODIZED FRY FEGLET S'STE1 REVEAL ANODIZED FRY R EYA,.ET SYSTEM REVEAL PARAPET RETAIL T'c 1,1 11 ;; 11111 it 1 i R04AE FRAM IG, _GLAV0 -GLASS OLTP AT 01 PER ;ERG/JUTE SYSTEM - . MANFACTRE BRIT FACE 01 WALL • ENTRY SYSTEM AT CMU 3'.I'-0' NEW 01 WALL, SEE B.EV'S FOR CPU TYPE LIE OF 0)OIN BELOW 01084 STAGGERED PER ELEV.112TH MITERED CORERS, TTP .84E aF 0)044 ABOVE AND BELO/ TTP. STAGGERED E'ER ELEV. 1 QUOIN DETAIL NEW 01 WALL SEE arra FOR 01 TYPE ' EXISTING CONCRETE 771741 WALL WITH PILASTER SNAP 4' 0ASOND BELOW FN FLOOR LRE x czo CMU CORNER DETAIL GALV. SHT PETAL GAP RAB44RG, PAM, SLOPE TO ROOF. PROVIDE HORIZONTAL LAPPED JOMS 110 VERT. JTS) (BY OWER! P.T. PLATE CRH REC 04ED AMMO/ BOLTS TTP. TAPERED GNP 84411 FR-4M►G 1004 PL71LL'10D 81EATHNG At0 VAPOR P@BRAE RN COMER RASO0 IP PARAFET FACE AM OVER TOP CF PARAf8T 7EI13RAE ROOFRG 04 ROD NBLLATKN 575181 B Y QUER GALV. 5447 METAL 04P FLAMM PAM:SLLPE TO ROOF. PROVIDE 1100110 41AL LAPPED JOINTS GC VERT. JTS) (B7 OWER! RN COWER RA844RG IP PARAFET FACE 450 OVER TOP OF PARAPET TUCCO WT1 N785844L COLOR VERFY COLOR 5011 ARCNEE07. AL LAM VAPOR BARRIER 70.700 81EATHRNa =K•N►_•••••K.%®% 3 I 21111312 PARAPET DETAIL ANODIZED FRY REGLET SYSTEM REVEAL. ANODIZED FRT REGLET 5757141 REVEAL . , 4'.11-0. %isi Pffirl Ltpmink LIE OF CMU JAMB BE100 54441 1 CALK CURTAIN WALL MILLION BOTTOM of 011EADER • 22'-0' AFF r INSULATED GLAZING SYSTEM N 6' ANODIZED ALIORTAN WALL STS. CURTAIN WALL HEAD I IR'.I'-0' =Al Lir' r I IIT CURTAIN WALL in' ocaY NMATE GLAZING 57678101 6' *IODIZED 41.I11. ORTAN WALL STA • FINISH WALLS AND TRIM BT SEPARATE PERMIT AND CONTRACT. TOP OP MEZZANINE SUB -FLOOR lo AFF• • ` PT. PLATE OATH RTCE55ED' 45010R 80.75 T1P. TOP 6 PNAIIG .•28'-511' TOP GF 012 1115/.L+_ • 2B-2' AFF TOP CF .HKAEST E 55150 BEAM+ •27'-9' . ILO00 RAMC MEN PL1000D 81EAT400 A10 VAPOR MIE ERRE FRY REGRET SYSTEM ANODIZED ALTMAN REVEAL -TUCCO 1111 INTEGRAL COLOR 58881 COLOR /ATN AROUTEGT. AL LAM VAPOR BARRER PARAPET DETAIL MOLD 81EATMG. . CMU WALL PER STRUCTURAL . IMF INSULATED GLAZI0 N 6' ANODIZED ALL/I. =CAN WALL SYS. 111114 THERMALLY ER04254 FRAME BEE ELEV. ALO SCHEDULE FOR SIZE APO °5PAL6N CF ORTMN WALL IV -LIONS; TTP. CURTAIN WALL MULLION. 3' LAE O 01 JAMB BEYOND TOP OF r NBLLATED SPANDREL GLAM. N 6' T ' l'-6 ANODIZED ALIAt C RTAN WALL SYS. r INSULATED GLAZING 878T81 N 6' ANODIZED *LUL C RTAN WALL SYS. DETAIL Mar r ir INSULATED GLAZING SYSTEM N 6' . ANODIZED ALIA ORTAN WALL SYS. BRIM -1 CALK ORLABN WALL MLLIOR TOP OF 0'U 5I1.1 PER SFV. ZINE OF CTU JAMB 12E1010 6" 01811 TOP OF CONCRETE BLAB er-0' CAP 145LLA7ION PER BOETOLLE CURTAINWALL SILL "-3' OUTSIDE FACE TO PORT CAP GALV. BHT METAL 04P KABOB. PAIR, SLOPE TO ROOF. PROVIDE HORIZONTAL' LAPPED J00415 040 VERT. JR/ (Br OVER! 518' PL7WOOD BNTG . . REIN BULDRG FST OVER PARAFET AND DOW TO 10188 TIER FRAMER FRY' REGLET SYSTEM ANDD. 411110A'M REVEAL STUCCO Wil INTEGRAL COLOR VERFY COLOR UM ARCHITECT. • AL LAM VAPOR BARRIER' 'MOOD. ANODIZED FRY REGLET 018TEM REVEAL MP 01 WALL, BEE ELEYS FOR CPU TYPE LAE CF OUON 88.08 0)ON 0788 ELEV. WITH MITERED COREI'i5. TTP. D05TNG =CRETE TILT -IP WALL 101)4 PILASTER I I OI 1 II Kt= LRE CF WON ABOve. r. 1, AO BELOW. TTP. 1.1E O au BELCAU FF. ELEV. QUOIN DETAIL. I•.11_0• TOP CLF S81 BALANCE OF NOTE8 PER N6 -A41• ANODIZED FRY REGLET' 8757101 REVEAL . PER ELEV. `I,1 40110 \ RN COMER I' N811ATE0 GLAZING 6YBTB7 N 6' ANODIZED ALU7. CIRTAN WALL 575,. ' 84411 4 CALK COWAN WALL MUCH ANODIZED ALU'. SILL PLATE W1H MEGRAL DRP, SLOPE EMERWR AND SET N GROUT BED. - BEYOND IP WALL CONT. GMM STRIP, TTP. . CURTAIN WALL SILL 1 I/2'G1'-0'' . . IOW ANODIZED FRY REGLET SYSTEM REVEAL NARDI-PANEL SO ITPANT. 21 ITI 8477 NBLLATION PER 80EDILE r BATT ItSU.AM/4 AIRSPACE BOTTO1 OF O1 LEADER MARDI PANEL SOFFIT, PANT SOFFIT DE AIL 11/!'.4'-0' PLYW700 B14T7 LITH 1181SRa4E Ov82 8700 MOW% TTP. CALLK 81111 &PACE. TTP. IN"( milky EMULATED GL.AZNG N 6' I' ANODIZED ALL'. CERTAIN WALL 878. INTEGRAL COLOR 011 COLOR PER BOER. JAMB DETAIL COMER UP PARAPET OVER CAP TOP 0' NFAINI . • B'-6' AFF • GALV. SHEET METAL CAP RA511RG. PANT (B7 OUIER1 PROVIDE .TAPERED 84411 07171)1000. ' VAPOR BARRER AL LAM 5114000 WITH INTEGRAL CO.OR. VERIFY CALOR . 50TH ARCHITECT. . 4110DIZED FRY 1001ST 578TEM FEVEAL. CANOPY DETAIL -GALV. SLEET METAL LAP FLA5448 . PANT (57 ODER! ROfFP G FELT CM PLYWOOD DECK PER STRICT. CANOPY FRAMIG PER ROLF FROWN. PLAN NAR01-PANEL 1041T - PAM. l.. 1 x ROCR4G PELT ON . FLPLC0D DECK' PROVIDE TAPERED 84411 • DOER R.ABHNG, TTP L\s___ TOP CF TER FRYING+ 20 • U'-6' OF GALV. SHEET METAL CAP RA51440. PANT'. (B7 OWER! PROVIDE TAPERED SHIM STUCCO INN MEC:PAL COLOR VERFY COLOR LION ARO/TELT. Al. LAM VAPOR BARRIER 7WOOD. BOTTOM CF FASCIA • Ir -2' AFF CANOPY DETAIL ANODIZED PRM' REGLET 5757E1 REVEAL 3'.I'-0' `°CEIVED TEE STEEL `"1'44 PERMf 13 2010. `STUCCO ION INTEGRAL COLOR AL LAM PERMffCEN ER *POR BARRIER RAN LEADER FERE ROOF PLAIN CORECT TO 5TOR18r51101 PER ' RAN LEADER PBS ROOF PLAN ELB01 UNDER FOOTI0' /8' PLYWOOD 514TY. OATH MB'BRAFE OVER LOCO FRA'W0 TTP: -PANTED STUCCO CN METAL LAM 04 VB. ON PLYWOOD ON WOOD FR5IM00. THEE WEE- COLIA'N PER STRICT. CONCRETE PLINTH, B' % B' TO MATCH COUJ N COVER TOP OF 808TRG GONG FP1 FLOOR 1-01 ANODIZED ROY REGLET 578181 ' CANOPY CAP DETAIL COLUMN DETAIL COLUMN DETAIL 3'.I'-0' I V1'.I'-0' U 0.a 0 0 DD SUBMITTED FOR OWNER APPROVAL a a r N O'er N N W mo t cc cc a 0 0 0 z FO K. K U 0 40 N z O 44- 4.1 N a, N 0 m 0 0 m o a a 01 4 q•.. cg 8 -1 rhe Z Ci3Z -.p 14 ILTJ ,2 W0 W C L z co j Q' ▪ = N J mo, to H ) LL KEL CIECKED RAK DUE . 5/12/2010 5011 AS NOTED 1G4I 0116111 09047 A-4.1 FIXTURE SCHEDULE 111 DOLBLE POLE PARKING LKiR SP LE POLE PARao LIGHT DOOR. SCHEDULE ROUGH CPENPG REVISION REVISION DOOR. SCHEDULE ROUGH CPENPG REVISION REVISION PROJECT START DATE DOOR. SCHEDULE ROUGH CPENPG . REVISION REMARKS PER MANFACIURE PANT. PANT. 1®U TVEBHOLD PER PETAL FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON architecture + 4njln64ring 119 AWN MWBT0EET 11410 • 1120408 STATION n0.SUITE 8 SEATTLE, WA 29101 WENATCNEE, WA 22201 (200)621.8210 FM 621.3243 (504)995•9u1 FAX 9654/50 9/9/09 PROJECT START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10 SUBMITTED FOR BUILDING PERMIT 2/19/10 SUBMITTED FOR DESIGN REVIEW/SEPA 4/19/10 PERMIT REVISONS ! 1 1 4/19/10 BID SET SENT OUT 11 4/30/10 OWENER REVISONS !X\ 5/13/10 SUBMITTED CORRECTIONS TO CITY FOR PERMIT --- REVISION --- REVISION 4e, GENERAL NOTES 40 glatatragff; THE INTERNATIONAL BUILDING CODE' (BC), 2006 EDMON, SHALL GOVERN DESIGN MD CONSTR. UCTION. • REFERENCE STANDARDS REFERENCE TO AST AI MID ODER STANDARDS -SHALL MEAN THE LATEST EDMON IN EFFECT ON THE BID DATE OR INE OF OWNER -CONTRACTOR AGREEMENT UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING 03DE • . GEOTECHNICAL AFTER BECOMING FAMITJAR WITH THE SITE CONDITIONS THE CONTRACTOR SHALL ROI' 011 ALL GEWECHNICAL-RELATO) CONSTRUCTION REQUIREMENTS AND RECOMMENDATIONS. THIS PROJECT WOLVES DRIOLMON OF EXISTING FOUNDATION AND BELOW GRADE STRUCTURES. ANY DISCOVERY OF UNFORESEEN CONDITIONS THAT MIGHT DIAINSH THE INTEGRITY OF THE NEW OR EXISTING FOUNDATION SHALL BE BROUGHT. TO THE ATTENTION OF THE ARCHITECT AND ENONEER BEFORE PROCEEDING. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED PRIOR TO PLACEMENT OF CONCRETE NO REARMING STEEL PLAN NOTES MD SPECIFICATIONS; THE GENERAL NOTES CONTAINED HEREIN SPECIFY A MINIMUM LEVELOF PERFORWMIE REQUIRED FOR THIS PROJECT. WHERE NOTES ON INDMDUAL STRUCTURAL DRAYANGS AND DETALS OFFER FROM THE GENERAL NOTES TIIE MORE RESTRICTNE SHALL APPLY. REFER -TO THE SPEORCADONS FOR INFORMATION IN ADDITION.10 MESE NOTES AND STRUCTURAL DRAWINGS. DISCREPANCIES' IN CASE OF DISCREPANCIES BETWEEN THE PLANS; SPECIFICATIONS, REFERENCE STANDARDS, AND GOVERNW CODE. THE MORE SIRENS:11T REQUIREMENTS SHALL GOVERN ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTE/MON OF ARCHITECT AND ENGINEER OF RECORD PRIOR TO PROCEEDING WITH ANY WORK IMOLVED: CONTRACTOR'S NOTES* STRUCTURAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. NEE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIIMA,R CHARACTER TO DETALS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ARCHITECT AND ENGINEER OF RECORD. ANY TEMPORARY BRACING AND SHORING REQUIRED CARL ALL STRUCTURAL CONNECTIONS HAVE BEEN COMPLETED, IS THE SOLE RESPONSIBILITY 00 11(6 GENERAL CONTRACTOR. THE ENGINEER OF RECORD MS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES MATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECINIQUES, SEQUENCES OR PROCEDURES FDR THE CONTRACTOR ID PERFORM THEIR WORK. VERIFY AND COORDINATE OPENINGS 04 RCOF. FLOORS, AND 1YA11S WITH ARCHITECTURAL, MECHANCA, AND ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR OTHER MN -STRUCTURAL WAILS, RASHES MID DIMENSIONS. SUBMITTIALS:' SHOP DRAWINGS SHALL BE 59890(110. 10 THE ARCHRECT NO ENGINEER OF RECORD, FOR ROAR OF IESIGN INTENT, PRIOR TO ANY 'FABRICATOR OR CONSTRUCTION OF THE FOWDYING ITEMS: CONCRETE REINFORCING STEEL, STEEL EIMEDMENTS IN CONCRETE COLD -FORMED METAL FRAMING. STRUCTURAL STEEL, SOIJD-WED WOOD JOISTS, GLUED LAMINATED MEMBERS, NM PLYWOOD 9460(1 (6411 HOEDOWN SYSTEMS. • - DIMEMEEBL • INE LOADS; FLAT -R000 SNOW LOAD = 25 PSF EXPOSURE FACTOR, Ce = 0.7 IMPC•RTANCE FACTOR, Is = 1.0 THERMAL FACTOR, CI = 1.0 MEELANNE INE LOAD = 50 PSF PLUS 20 PSF PARTITION LOAD - INCLUDE 10 PSF 80 LATERAL DEAD LOAD REFERENCE IBC TABLE 1607.1 FOR OTHER UVE LOADS NOT INCLUDED ABOVE LATERAL WIND: BASIC WIND SPEED (3 -SEC. GUST) = 85 MPH EXPOSURE CATEGORY 8 IMPORTANCE FACTOR, hi = 1.0 BUILDING CATEGORY SEENC: IMPORTANCE FACTOR. le = 1.0 NAPPED SPECTRAL RESPONSE ACCEUERATIONS, Ss = 139.8 Zg SI = 47.8 S9 SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFEIDITS, Sds = 93/ Zg Sdl = 48.5 Zg . SEISMIC DESIGN CATEGORY I) BASIC SEISMIC -RESISTING 5151E9(5): REF. ASCE TABLE 12_2-1 A(7) DESIGN BASE SHEAR, 1 (MD) = 199 KIPS EAST WEST MEZZANINE LEVEL BASE SHEAR, V = 10.7 KIPS SEISMIC RESPONSE COEFFICIENT, Cs = 0.133 ASD RESPONSE MODIFICATION FACTOR(S), R = 5.0 (MASONRY SEAR WALLS GOVERN) EQUNALENT FORCE PROCEDURE WAS USED • SOIL PARAMETERS* ALLOWABLE SOIL BEARING PRESSURE --2000 PSF EQUNALENT *61146 1(160940 FLUID PRESSURE 35 PCF EQUNAIENT ACTIVE RESTRAINED FWD PRESSURE 50 PCF PASSNE EARTH PRESSURE -300 PCF SOIL FRICTION COEFFICIENT -0.35 SOIL DENSITY 110 PCF • THE ABOVE VALUES ARE ASSUMED PER DATA PROVIDED - CONTRACTOR MUST REID VERIFY. • • • CAST -N -PLACE 601/110 CONCRETE WORK SWIL axonal TO AU. REQUIREMENTS OF MC CHAPTER 19, AC1 301, 'STANDARD ' SPECIFICATION FOR STRUCTURAL CONCRETr, AND AO 318 'BUILDING CODE REQUIREMENTS RA STRUCTURAL CONCRETE'. • /MIMI CEMENT: ASW 6150, TYPE 1, U.N.& AGGREGATES: AS111 C33 • pamcnotEs: MTN 6260. 6494, C618, AND C1017 WATER Asnl C94 FLY ASR ASTM C618 CONCRETE SHALL HAVE DIE FOLLOWING PROPERTIES SWUM & CURBS- 2500 P51 (28 DAYS). MAX. W/C = 0.47 SLABS ON GRADE Ft - 4000 FSI (28 DAYS). MAL W/C = 0.47 • FOUNDATIONS Fe = 2500 P9(28 DAYS), MAX. W/C = 0.59 ALL STRUCTURAL CONCRETE, U.N.0rc = 3000 PSI (28 DAYS), MAX. W/C = 0.47 A MIX DESIGN FOR'EACH CLASS OF CONCRETE SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD 008 86415(9 P8608 10 CONSTRUCTION. maim NOMINAL AGGREGATE SIZE SHALL BE (391)10 10 3/4', UNLESS NOTED OTHERWISE. OR AS APPROVED BY THE ENGINEER OF RECORD. CA16IU11 CHLORIDE SHALL ONLY BE USED NM APPROVAL OF THE ENGINEER OF RECORD. .WATER/CEMENT RA110' W/C RATIO SHAII. BE CALCULATED ON 1116 BASIS OF TOTAL CEMENTIMUS MATERIAL MAINTAIN OWN 5-1/2 SACKS OF CEMENT PER CUBIC YARD. FOR AIR-ENTRANED CONCRETE woamuu SPECIFIED W/C LIMITS SHALL BE REDUCED Eff 10X AIR CONTENT. AIR ENTRAINMENT 00 5(9 (+08 - 1 1/28) SHALL BE PROVIDED IN TIE CONCRETE MIX FOR All. CONCRETE DPOSED TO FREIDMAN, ACTION, NCLUDING BUT NOT UNITED TO, EXTERIOR CAST -IN-PLACE FOUNDATIONS. OCIERIOR WALLS, EXTERIOR SLABS ON GRADE, AND STRUCTURAL SLABS D1POSE0 TO REAMER. AIR -ENTRAINED CONCRETE %M.1 CONTAIN 10% LESS WATER MAN NON -*JR -ENTRAINED. SLUMP: SLUMP FOR ALL CONCRETE MIXES SHALL BE 4', UNLESS NOTED OTHERWISE SLUMP REQUIREMENTS MAY BE WANED, UPON APPROVAL OF THE ARCHITECT NM &GREER OF RECORD, IF WATER/CEMENT (W/C) RATIOS ARE MAINTAINED, MLERNICE FOR SLUMP SHALL CONFORM TO AST11 694: FLY ASH. UP TO 15% OF THE CEMENT CAN BE REPLACED NTH FLY AS14, CONFORMING TO ASIA 6618, AS LONG AS THE IINTAILAI COEDIT CONTENT Is MAINTAINED. CURING; WINTAIN CONCRETE IN A MOIST COMMON FOR A SUITABLE PERIOD AFTER RACEMENT, AXORDANCE WITH ACI 301, SECTION 5. 122.EL USE A NON -941814X GROUT am ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 6000 PSI MINIMUM. UNLESS NOTED 01110WISE Olgriaffigtin - UNLESS NOTED CIDERNSE, ALL ANCHOR BOLTS AND REINFORCING BARS INSTALLED RI CONCRETE SHALL BE INSTALLED USING SIMPSON •5Er-XP((SR-2508)* OR Hill] HI1-RE503-SD(ESR-2322). NO CEEFITONS. WEDDED ITEM SHALL BE INSTALLED PER THE ESR MCUMENT ASSOCIATED 061)4 1901 PRODUCT. CONCRETE REINFORCIDENT. EXCEPT AS MOORED 80.51*. CONCRETE REINFORCEMENT SHALL CONFORM TO THE IATES1 EDMONS OF ACI 315 AND 318. VATERXS: REINFORCING BARS: MTN A615, GRADE 60, DEFORMED BARS, LEXO. WELDED WIRE FABIdC: SMOOTH FABRIC. ASIR A185. DEFORM FABRIC, AS111 M97. 116 WIRE 16 GAUGE OR HEAVIER, BIACIL ANNEALED. /IDDIRONAL MATERIAL REQUIREMENTS • UNLESS OTHERWISE APPROVED BY NE ENGREER OF RECORD, ALL AS111 A615 REINFORCING STEEL SHALL HAVE AN ACTUAL DELD STRENGTH BASED ON MILL TESTS NAT DOES NOT CMEED THE SPECIFIED WELD STRENGTH BY MORE THAN 18,000 PSI. IN ACORION, THE RATIO OF ACTUAL ULTIMATE 1195(11 511(296110 TO ACTUAL EMU WELD STRENGTH %ALL NOT BE LESS THAN 1.25. ••• enamel& BARS SHALL BE 8291 (20.0 THROUGH A/4 ANSE NOT GREATER THAN 90 DEGREES, MD SHALL ONLY BE BENT ONCE Das PARTIALLY EMBEDOED IN CONCRETE SHALL NOT BE REID BENT UNLESS MED OR SHOWN OTHERWISE OR APPROVED BY ME ENGINEER OF RECORD. BARS MAT DEVELOP CRACKS OR SPLITS AFTER BENDING SHALL BE REPLACED. 12233.10; LAP ALL CONTINUOUS Re/FORCEMEAT 40 BAR DIAMETERS OR 1'-6' MINIM, UNLESS NOTED OTHERWISE PROVIDE COMER BARS AT ALL WU. INTERSECTIONS MD UP 30 RAFt DIAMETERS OR E-6" MINDA111. FOR WELDED WIRE %ESL LAP MI. EDGES 1-1/2 MESH MINIMUM. ggiadrALSQIIKOOKI • • 1600 APPROVED MECHANICAL CONNECTIONS MAY BE SUBSTITUTED FOR LAP SPUCES IN SOILE LOCARONS 0 PNOR APPROVAL IS RECENED FROM TliE ENGINEER OF RECORD. SUCH CONNECITONS SHALL DEWLOP AT 16/51 125(9 OF THE SPECIFIED YEW STRENGTH 00 1146 BAR. =KG WELDING CF REINFORCING BARS SHALL COWOR11 TO ANS/AWS 01.4. REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICIL ANAL190 911116(291 10 DETERME THE CARBON EQUIVALENT IS PERFORATED. THE CARBON EQUIVALENT CF REINFORCNG STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE NU. TEST REPORT. F NU. TEST REPORTS ARE NOT AVARABIE A CHEMICAL ARAMS SW1 BE MADE OF BARS REPRESENTAINE.OF THE BARS TO BE nun THE CARBON EQUIVALENT (C.E) SHALL NOT WEED .55. REINFORCING BARS MEETING ASTM A706, DEEMED TO MEET THE WELDABIUTY REQUIREMENTS. MAY BE USED IN LIEU OF TESANG, SPECIAL IMPECITON 5 REWIRED FOR ALL ROD WELDING. SLQKBEELSOL • MINDIUM CONCRETE.COVER FOR REINFORCEITENT. SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TI) EARTH OR WEATHER (#5 & SMAWIR) CONCRETE EXPOSED TO EARTH OR WEATHER (#6 & LARGER) TIES IN COLUNS AND =RUE COVORBENIS- INTERN FACE OF MIS • • • 3' RIPATROLMIEtin EXCEPT AS MODIFIED BELOW, REINFORCED MASONRY SHALL CONFORM TO THE TATEST EDITIONS 00 1146 FOLLOWING DOCUMENTS: IBC CHAPTER 21, ACI 530 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES', NW ACI 530.1 "SPECIRCADONS FOR MASONRY STRUCTURES". ZBERGRAILIX/LFMINCL MINIMUM COMPRESSNE STRENGTH, rm. OF THE MASONRY ASSEMBLY SHALL BE 1500 PS AT 28 LAYS, BASED ON IBC TABLE 2105.2.2.1.1 FOR CLAY MASONRY AND TABLE 2105.2.2.1.2 FOR CONCRETE MASONRY. VERIFICATION SALL BE PROADED PRIOR TO CONSTRUCTION IN ACCORDNICE WITH WC TABLE 170&1.2 MD IBC SECTION 2105, USNG WSONRY PRISM TESTING. • ABM& CONCRETE MASONRY WITS: AS111 690, TYPE I, MEDIUM -WEIGHT CONCRETE UNITS, U.N.O. MORTAR AST11 C270, TYPE 5, MD IBC SECTION 2103.7. PROPORTIONS MAY BE BASED ON ENORATORY OR FELD EXPERIENCE OR IBC TABLE 2103.7(1). 1119111411 COMPRESSIVE STRENGTH SHALL BE 1800 PS AT 28 DAYS. MASONRY CEMENT SHALL NOT BE USED IN SEISMIC DESIGN CATEGORIES D, 6, AND F. GROUT: ASI11 C476 AND IBC sEcnc+4 2103.10. PROPORTIONS MAY BE BASED ON LABORATORY OR ROD EXPERIENCE OR BC TABLE 2103.10. ANNUM COMPRESSIVE STRENGTH SHALL BE 2030 PSI AT 28 DAYS. REINFORCING BARS: MN 4615, GRADE 60, UNLESS NOTED °THOME LAP BARS 40 DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE JOINT REINFORCEMENT: ASTM A82 FOR SMCOTH WRE AND ASTM M96 FOR DEFORMED WIRE. USE IWO LONGITUDINAL WIRES NOT LESS DIAN #9 GAGE LAP 12' FOR 9100TH WIRE AND.6' FOR DEFORM WIRE AT SPLICES , MASONRY REINFORCING STEIL' - ONE #5 VERTICAL BAR IN A GROUTED CELL SHALL BE PROVIDED.AT SPADING INDICATED ON THE PLANS. BUT NOT ECHOING 24' ON CENTER. TWO #5 FULL-HOGHT VERTICAL BARS SHALL ALSO BE PROVIDED ON EACH SDE OF OPENINGS, WALL EMS, MW RITERSECTIONS. UNLESS OTHONITSE NOTED ON THE PLANS, BOND BEANS WITH TWO 14 HORIZONTAL BARS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 48' ON CENTER. BOND BEAMS SHALL ALSO BE PROVIDED AT AU. FLCOR NM ROOF UNES AND AT 1)46 -10? OF AXIS. MAR I s• FILL ONLY 6E11-5 CONTNNING REINFORCING BARS NTH GROUT, MISS PIA6 SPECIFY ALL CEUS TO BE CROWED SOUD. GROUT Poun SHALL NOT EXCEED 5.-0' IN HECHT UNLESS CLEANOUTS ARE PROVIDED. - LCCATE CLEANOUTS AT NE 8011011 COURSE AT EVERY VERTICAL BAR, OR 32' ON CENTER FOR SOLID -CROWED MASONRY. 866181)162 90 530.1, %CRON 3.5 FOR GROUT PLACOENT. BLOCK PATTERN. USE RUNNING 00010 61(655 NOTED OTHERWISE von ENBEDMENTS FOR coNcRErE MASONRY APPUCATIONS ONLY' MESS NOTED OTHERWISE, All. EPDXY EMBEDDED ITEMS CAM OUT ON THE STRUCTURAL ONNINGS SHALL BE HUT HY-150, OR APPROVED EQUAL ALL EMBEDDED ITEMS SNAIL' BE INSTAW:D PER TIE EPDXY MANUFACTURER'S RECOMMENDATIONS EPDXY EMBEDIENE SHALL BE INSTAWM 84 GROUTED CEUS ONLY, UNLESS NOTED OTHERWISE F MING CELL 5 MIRO TO BE HOLLOW, ADDITIONAL GROUT SHALL BE ADDED TO FAL AN 8' WIDE VERTICAL COLUMN DOWN TO ME FIRST BOND BEM BELOW THE EMBEDMENT. INSPECTION PERIODIC SPEOAL INSPECTION OF STRUCTURAL WSONRY 15 REWIRED FOR THIS PROJECT. SPECIAL INSPECTION NM TESTING SHALL BE IN ACCORDANCE WM IBC SECTIONS 1704.5 AND 2105. STRUCTURAL STEEL EXCEPT AS MODIFIED BELOW, STRUCTURAL STEEL SHALL CONFORM TO THE 141251 (011(006 01 1146 FOLLOWING DOCUMENTS: AISC SPECIFICATION FCR STRUCTURAL STEEL BUILDINGS' AND MSC 'CODE CF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. STRUCTURAL STEEL or SHAPES ONLY): ASTM A992 OR ASIA 4572, GRADE 50 STRUCTURAL SEEL (OTHER SHAPES & PLATES): ASIA A36 STRUCTURAL TUONG & ROUND HSS: ASIA A503, GRADE 13 STEEL PIPE ASTM A53, GIME El MACHINE BOLTS: ASTI/ A307, GRADE A HIGH-STRENGTH BOLTS: AS111•A325N, TYPE ANCHOR BOLTS: ASTM F1554, GRADE 36 1148640(0 8005. MT11 A36 HEADED SHEAR STUDS: ASIR A108, INSTALL IN ACCORDANCE WITH aws 91.1 BASE RATE GROUT: NON -SHRINK, MINIMUM = 6,000 PSI AT 28 DAYS ALL STRUCTURAL WELDING SHALL CONFORM TO AWS 01.1, "STRUCTURAL•WELDING COTE -STEEL': WEEDERS SHALL BE CERTIFIED DI ACCORDANCE ICH AWS/W080 REQUIREMENTS. All. REID WELDS SHALL USE E70 EIECTRODES, UNLESS NOTED OTHERWISE ALL FIELD warts M4D SHOP WELDS FOR BRACED FRAME AND 90101)41 084102 CONNECTIONS SHALL USE E70 ELECTRODES WITH A MOWN CHARPY 1 -NOTCH TOUGHNESS OF 20 FT -13S AT -20 DEGREES FAHRENHEIT. SHOP PAINING STEEL CONCEALED BY BUILDING FIRM OR IN CONTACT WWI CONCRETE NEED NOT BE PANTED. ALL OTHER STEEL SHALL 86OVEN ONE COAT OF SHOP PANT. 04 ACCORD/VICE WITH SECTION M3 OF THE AISC 'SPECIFICATION" MD SECRON 6.5 OF THE ABC 'CODr, UNLESS NOTED OTHERWISE WOOD FRAMING. EXCEPT AS MODIFIED mow. WOOD FRAMING SHALL CONFORM TO THE 10165 1(0(110(6 00 11(2 FOLLOWING DOCUMENTS: IBC CHAPTER 23, NEC "TIMBER CONSTRUCTION MANUAL', AND THE ADS "NATIONAL DESIGN SPECIFICATION'. NAM& GLUED LAMINATED TIMER MC 190.1 AND 117 PLYWOOD: DOC PS 1-95 BOLTS: PSTN A307, GRADE A LAG BOLTS: AS1I1 A307 ANCHOR BOLTS: ASIA 01554, GRADE 36 NMS: COMMON WIRE NAILS CONFORMING TO A511 01667 • ZEIRLSIELMILLLNia ALL STRUCTURAL UJIMER SHALL 86 .45 FOLLOWS, UNLESS NOTED OTHERWISE: • mars DOUG -FIR /1 ' . BEAMS AND POSTS -DOUG-FIR #1 STUDS HEM -RR 12 OR BETTER ALL DIMENSIONS NOTED ARE NOMINAL MD BEARING ON OR WITHIN 1' OF CONCRETE OR CAM OR MIN 6' 00 6.414111 SHALL BE TREATED WITH AN APPROVED PRESERVATIVE PROVIDE MILD STEEL PLATE WASHERS AT All. BUJ HEADS AND NUTS BEARING ON WOOD, (EPT PROVIDE CUT WASHERS AMIS. PLATES. MINIMUM FASTENING SHALL BE IN ACCORDANCE WITH BC TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ALL NAAS IN TREATED TIMBER SHALL BE GALVA/82ED. 1111111211011(4I120JIge86 GLUED LAMINATED RIMER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: SIMPLE SPAN DOUGLAS FIR (24044, DEAF) CANTILEVER AND CONTINUOUS SPANS DOUGLAS FIR (24F-1/8, OF/DF) • • PROVIDE WET -USE ADHESIVES. 1/051111E CONTENT SHALL BE 16Z MAXIMUM. WOOD BEARING OR INSTALLS) WITHIN 1' OF CONCRETE SHALL BE TREATED NM AN APPROVED PRESERVATIVE A COAT OF END .SENER SHALL BE APPLIED 10 1142 ENDS OF ALL WIRERS EXPOSED TO *641)028 15 SCON AS PRACTICABLE AFTER END TRIMMING. ALL NAGS 84 1112.4160 'WEER SHALL BE GALVANIZED CAMBER ALL GLUED LAMINATED BUNS TO 3,500 -FOOT RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. ROOF SHEATHING ROOF SHEATHING SHAl BE 5/8' (NOMINAL) APA -RATED 5111.4140016. 32/16. EXPOSURE 1 SIZED FOR SPACING. NSTALL PANELS WITH 1/4' SPACING AT END JOINTS AND 1/8' SPACING AT EDGE JOINTS TANNIN. NAILING SHALL BE 104 (COMMON) AT 6' 0.C. AT SUPPORTED PANEL EWES MD 12 0.C. AT INTERIEDIATE SUPPORTS, UNLESS NOTED OTHERWISE INSTALL PLYWOOD SHEATHING WITH FACE GRAN PERPENDICULAR TO SUPPORTS. WAR WALL SHEATHING* SHEAR WALL SHEATHING NM FASTENING %ALL BE AS SPECIFIED ON THE RMS. AMUR NAILING WHEN NOT SPECIFIED SHALL 86 104 (CONNOR) AT 6' 0.C. *1 /13. BLOCKED PANEL EDGES AM 12' 0.C. AT INTERMEDIATE SUPPORTS, PLYWOOD PANEL EDGE BLOCKING 5 REQURED AT ALL SHEAR WALLS. PRESERVATNE TREAD/Off UNLESS NOTED OTHERWISE, ALL WMBER MD PLYWOOD REWIRED TO BE PRESERVATTVE TREATED SHALL BE PRESSURE TREATED AND SHALL BEAR AN APPROVED QUALITY MARK OR THAT OF AN APPROVED INSPECTION AGENCY WHICH MANTAWS CONTINUING SUPERVISIOX TESTING, AND INSPECTION OVER THE QUALITY 00 1146 PRODUCT, AND SHALL BE DENTED. ALL CONNECTORS NM FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE STARLESS STEEL OR HOT -DIP GALVA/471D. PROPRIETARY PRODUCTS* ENGINEERED JOISTS AND BEMIS SHALL BE OF THE SQE AND TYPE NOTED ON THE STRUCTURAL DRAWINGS AS MANUFACTURED BY TRUS JOIST MocIllUAN, OR APPROVED EQUAL JOISTS SHALL HAVE LOAD CARRYING CAPACITY IN ACCORDANCE YAM MANUFACTURER'S PUBLISHED LOAD TABLES AND SHAIL BE INSTALLED PER MANUFACTURER'S RECOMMENDAMNS. SUBMIT SHOP CRAVINGS, WITH PLAN LAYOUT AND REQUIRED CONNECTION DETAILS. FOR REVIEW W THE DIGINETY 00 (826080 PRIOR TO FABRICATION. PlagrEKI INSPECTIONS SHALL CONFORM TO IBC SECTION 109. SPECIAL INSPECTIONS IN ADDITION TO DIE INSPECTIONS REOURED BY BC SECTION 109, SPECIAL INSPECTION SHALL BE 806(41020 94 ACCORDANCE WIN THE REQUIREMENTS OF IBC CHAPTER 17 ON 1116 TYPES OF WORK LISTED IN SECTIONS 1704 AND 1707. SPECIAL INSPECTIONS SHALL ACME, 8(11 /86 NOT WITTED TO. THE FOLLONNG REMS: -- WOOD DNINAGAIS AT ROWS, FLOORS, AND SHEARWALLS ((BC SECTION 1704.6.1) DOSMN SITE SOIL CONDITIONS, FILL PLACEMENT. MD LOAD-BEARING REQUIREMENTS (IBC SECTION 1704.7) PEWEE SPECIAL INSPECTION 1. ON-SITE STRUCTURAL 8ELD1146 (IBC SECTION 1704.3) -- SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16' 2. MASONRY CONSTRUCTION ((BC SECTION 1704.5) • • - - MORTAR, ENFORCE:RENT, GROUT, AND STRUCTURAL CONNECTIONS (1704.5.2) 3. STRUCTURAL WOOD (IBC SECTION 1707.3) - FASTENING OF COMPONENS WITHIN DIE SEISIEC-FORCE-RESISTING SYSTEM (INCLUDING DRAG STRUTS., BRACES, MD HOEDOWNS) CONTINUOUS SPECIAL INSPECTION* 1. ON-STE STRUCTURAL WEIDNG ((0C SECTION 1704.3) - - ALL WELDING NOT COVERED BY PERIODIC INSPECTION 2. MASONRY CONSTRUCTION ((BC SECTION 1704.5 AND 1707.1)) - - GROUT PLACEMENT (1704.5.2) - - INSTALLATION OF EPDXY OR ADHESIVE MOTORS - - INSTALLATION OF HEADED (SHEA.R) SIM ANCHORS IN MASONRY (1704.13) 3. CONCRETE CONSTRUCTION - -ADHESIVE AND SCREW TYPE ANCHORS - IN ACCORDANCE WITH CC -ES EVALUATION REPORTS. - -ADHESNE INSTAU.AllON OF REINFORCING DOWELS AND BARS (1704.13) INSPECTICW MBES, SPECIAL INSPECTION 5 NOT A SUBSTITUTE FOR INSPECTION BY A CRY INSPECTOR SPECIALLY INSPECTED WORK WHICH 5 INSTAW:D OR COVERED *811091 1142 APPROVAL OF ME CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE IT 5 1146-82500015161U11 OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR IMPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERSON/RIG ANY WORK 1HAT REQUIRES SPECIAL DEPECITON.- ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL RECEIVED MAY 13 2010 PERMITCENTER a. DO SUBMITTED FOR OWNER APPROVAL " SUBMITTED FOR BUILDING PERMIT PERMIT REVISONS 0 0 0 0 cc ce 0 r.4 47, 00 o 0 0 cn -J I EXPRES 2/13/11 ORA01 • KEL 4/30/2010 SCALE AS NOTED .1013 100ER 09047.00 S 1 0 SHEAR WALL SCHEDULE (8(" SHEATIONG t FASTENDG -" SHEAR TRANSFER CONNECTERS MINIM F8N(100 MEMBERS (7) Flo CAPACITY LRC/FT (U. APA -RATED .' RYVD)D/6SB BLEATING 0 NAIL Sa 0) EOM NAR IDaw F1E10 NAIL SPACING KITTEN PLATE NADA CD SILL PLATE IDK m MOTION (4) (W .QST OR BLOCKING CON: MING TIP RATE FRAMING AT AB1TmG PANEL EKES mum,NARK SILL PLATE P1-6 260 (5/32' - OE. SIDE 10d 6' at 12' ac. 16d a 6' at 5/80 AJL a 48' DC. A75 a 16' at " a a P1-5 350 15/32' - OE SIDE ad 5' DG 12' MC . 16d 6 4' OD 5/80 AB 648' CC. AM a 16' OG. ' a - 2x P1-4 425 15/32' - ENE SIM ad 4' ISG 12' ac (Ad a 4' DG 5/80 AA a 32' at A35 a 12' OG 3x •- 3x L AILING'S SMEAR CAPACITY ASSB(S 1O31•f10 FRAMN! AND IS D( CO:I1RWWlf 01111 IEE am INTERNATIONAL BINDING DOE AND TIE 2006 DTERNATIOOL BUD.DI(G COM.. L - 7/16' APA -RATED OSB SHEATIOG WAY 1E 1SED O RAM O' TIE (5/32' PLYV® SWATHING PROVIEED ALL STUDS ARE SPACED AT. 16' LG MAX .. 3USE 0)101 NAGS, U.G1 (1 .1480x3, 16d4]620x31/2') A 115E LULL APPROVED EPDXY 'F 0 THREADED ALCOR KIDS INSTALLED IN EXISTING 04627E _ S. REFBEI4i APPLICABLE DETAILS FOL ADDRDNAL FRMOG 10031101(0711 VIERS SPACING ff BRIM RATE NAILS IS LESS THAN 4' OG • 6. Sal PIAN ANCHOR BITS SHALL E PROVIIED VITH 3'3'x1/4' STEEL RATE WASHERS IN SEISMIC • . DIES 3 t 4 AIN SEISMIC BESDE CATEGORES. O, E. I F. 7. 3E FRNOTC 10(105 ARE ONLY MOUND O =CC IESIFM CATEGODES D, E, t F WERE SIEATH06 IS APPLIED IN Lm111 SIDES OF THE VALE. FOR DUELED SHED VALLS, a FTUDNG IS ACCEPTABLE all. ff ABIRTOG PAWL EDE1S OF OPPOSITE SIMS IF 11f. VAL1 ARE MUT. 11(0170 ON THE SNE FRAMO6 MEMBER B m MO DOZE I3RROSILN, PROVE HIT -DIPPED GALVANIZED OIEL1120-PLATED IS KIT ACCEPIARD MARS AND 0)1(7TOR PLATES (FRAMING AMOES, ETC) KR ALL LMECTERS 01 COIIACT 01TH PRES:IRE TREATED FRAMING MEMBERS , A REF5DCE TYPICAL SHEAR VALE. EIEVATIOI SHEET SSI FOR ADDITmNL FRAMDG DfWIATII L FOOTING SCHEDULE 9x=2.300 Psl MARK SIZE - RFBHORCEYENT Flo 3'-0' x 3-0' x 0-10' 3-#4 EA. WAY' BOT. F4.0 4'-0' x (-0' x 1'-0' 4-0 EA. WAY DOT. F4.5 4'-6' x (-6' x t'-0' - 4-15 EA. WAY BIT. F5.0 5'-0' x 5'-0' x.1'-0' 5-j5 EA. WAY BOT. F5.5 5'-6' x 5'-6' x 1'-1- 6-0 G WAY BOT. F6.0 - - 6'-O' x 6'-0' x 1'-3' 5-0 EA. WAY BOT. [6.5 -- 6'-6' x 6'-6' x 1'-3' 6-0 EA.: WAY BOT. • F7.0 t-0' x 7'-0' x 1'-4' 7-j6 EA. WAY BOT. NOTE: ' 1.) ALLOWABLE 50l mos CAPACITY = 2500 psi 2.) NOT ALL FOOTING SIZES ABOVE WXL BE USED. a a DD SUBMITTED FOR OWNER APPROVAL a 5 co0 0 0 N PERMIT REVISONS BID SET SENT OUT z 0 0 (71 0 0 0 CO 0 m 0 a, 0 m 0 a c=g 2:3 1,1 IPS. NEW FOOt1NG: 4' X' 4' X 1'-0" D WITH (4) j5 BARS G WAY (BOTTOM). 0SNIG 51" HOCK CONCRETE SLAB ON GRADE. TOP OFSLAB IS REFrsuct DATUM ( 0' - 0") FOOTIG 5-0' X 5'-0' X 1.1.0 EXISTING roam 2'-0" WIDE X 1' O" -DEEP. TOP OF FOOTING AT -4'-4" BELOW TOP OF IDDING .SLAB. TYPICAL. ✓ F4.0 1— L J r ,F4.OSM I. J RECEIVED MAY 132010 PERMITCENTER NEW FOOTING: 4'X4'X1'-6"0 1.-6" 1'-6" WIDE X 10" DEEP RAMP WALL FOOTINGS. CENTERED ON WALL EYP. 8" CMU RAMP WALLS. TVP. z • Z LLJ mow m O o..z Z CC .L Q. z• .• o . Z. CO J N m w 1- cn REMOVE 00SFING W000 COLUMN 1 RELIVE WSW WOOD COLUMN r -- _ I NEW 6'-0" WIDE.X 20 1'-4" DEEP FOOTIG LONG, TOP '&-BOTTOM 16'OC TRANSVERSE, TOP LX (6) j6 14 0 BOTTOM. EXISTING FOOTING: 5-0" X 5'-0" X 1' W/ 5 - j6 EA WAY TO REMAIN 3'-0' 3'0 - - - 3'-0' 3'-0' I;I 037 AND REMOVE EXI50NG SHAD, TTP. EXPRtES 2/13/11 4 F4.0 r- -J L ime w...•A/s/ neememsi EW 12" ON WALL. TOP OF FOOTING TO TOP OF SLAB. J L 13.-10• SCALE: 1/8' = are 4/30/2010 WALE AS NOTED Jae /WEEER. 09047.00 S2:1 • EXISTING Not' x (o}" OLU.AN Eaux 113 REMAIN <SLAB TO RIs) 0 ROMS 10d a 6' OG EA. ROV MB EDGE BEAM PER PLAN PLYVOOD 16' TJI a 16' RC. SIMPSON MPU 2.37 HANGER 608 D.F. %1 POST V24 X 76 BEAM PER' PLAN' 6x6 COLON TO ROOF 111 4X8 P.T. BLIIOCING I l1 3 } X.16 PSL L PSL L4x4xi • ELEVATION• DETAIL MEZZANINE JOIST TO BEAM MEZZANINE POST CONNECTION • r_o• U ,. ,1,_m•. ' '1' GAP BEIM@! CMU ANO 'Tn WIZ FUER SNTG (2) #4 CONT. 16" BOND BEAM AT ROOF ELEVATION V/(4) p4 HORIZ. INTALL ? X 12' THR ROD ANCHORS 0 16"OC. 'SIMPSON SET EPDXY W/ EMBED INTO CMU. iss COLDM 4 8 8 % 6 ..mss CaIAN BEYOND .. / CMU VALL. 0 ROVS 11 EA ROV "IVAirk FLOOR 51A PLAN AND G 3' BOT. OF ,• TO w t ANCHOR .. JOIST PER . .. EADED . USE ' 5. P_M`- I%.,P1311030 ILIF i, .31¢ x16 PS1 , 0 4x8 y ;! DD SUBMITTED FOR OWNER APPROVAL 0 W a 9 co re WrO m N 0 0 N r 0 rn N 0 0 N 0, N 0 0 0 m a z Z 0 0 0 n 0 Fz N • ,62 g6 gal 0 1 J g e6.MC. THONG PER ENERAL rUTES AN EDGE BEAM -TREATED LEDGER BOLTS a 24' DC. IF EACH. PIECE MEZZANINE @a CMU WALLS © . r_0• 0 Z Z O I-0 0 Lij C9 w = L mzco _ 1 CO J mo) W 1- - cn- . LL .. EXISTING 10f'.X 101" GUILAM•COLUMN TO ROM (SLAB TO RCAF) (D RCVS 10d a 6. OG 3Y•x16' PSL JOIST PER PLAN 16 TJI 360 3 16 OC 0/ SIMPSON 2.37 HANGERS,WP.. 16 TJI 360 AT . 6' OC 16" Tfl •. T 16OC 44.7 MKS 2/13/11 EDGE OF MEZZANINE 0 GLASS MEZZANINE FRAMING PLAN 4/30/2010 SCALE AS NOTED JOB MAW 09047.00 S2.2 loj ' NEW ROOF SHEATHING COSTING BERKELEY PANEL ANO SUB—PURLINS' ROOF. SYSTEM TO RE141N TOP OF COSI NG CONC. 10.T PANELS NEW 4X6 0 4 0" OC NEW 2X6 0 4' 0" OC NEW 46604' 0" OC EXISTING BEANS TO .REMAIN Ol . 0Q 8 DUSTING TO REMAIN S TO CUT BACK TO NEW MEZZ S TO CUT BACK TO NEW NEZZ TOP OF EX NG CONC. BIT PANELS EXISTING 2X6 SUB PURLINS 0 2'-0" OC 1 1 i FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON rchlt•ctur• •ngln•• Ing 11201D0 STATION RD. SUITE B • WENATCNEB. WA 21101 (500) 88{ • 8181 FAX 8064700 11.8DUTN MAOI STREET 0410 SEAME, WA 00101 (208)621 • 2210 FAX 0212212 9/9/09 PROJECT 'START DATE 1/11/10 DD SUBMITTED FOR OWNER APPROVAL 2/8/10• SUBMITTED FOR BUILDING. PERMIT 2/19/10 SUBMITTED FOR DESIGN REVIEW/SEPA , - 4/19/10 PERMIT REVISONS 4/19/10 BID SET SENT OUT A 4/30/10 OWENER REVISONS /2\ --- • . CONSTRUCTION DRAWINGS • ' -- REVISION --- REVISION 4' 6-.7w %/ / ';'///%/// /‘ 3 L X 1473 OR 311 X 13 24F -V4 PER ARCH 24" MAX TOP AND SIDES MI'INVERTED LUS28 1 . X 14 LVL 'J 2x12 BLOCK .0 24 OC LB212 HANGERS SIMPSON LSTA24 0 24"0C BENEATH PLYWOOD 3/4" CDX PLYWOOD ALL EDGES BLOCKED W/FULL-DEPTH BLOCKS. 100 NAILS 0 4" OC ALL EDGES. V WINDOWS STEEL 7 X W/(4) EMBED PL X 1'-3 r WHS'S CANOPY EDGE n CANOPY SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" • 1'-11' DNERIFD BONBON 11213.25-SD6 ® RECEIVED MAY 132010 PERMIT CENTER 011 -_e 111 MEMO MIMIC si i BACK PLATE 4 X X-0. .SIDE PLATES 9 X }: X 0'-9" BRGPLATE 3}X1X0'-4" CANOPY EDGE STEEL EMBED PL 7 IX X 1'-3 W/(4) I" X 6" WHS'S (REMOVE CMU FACE. SHELL) (2) #4 IN BOND BEAM 0 CANOPY. LEDGER ELEVATION U_ SCALE 1 1/2'=1'-0'. PVH MX . 4/30/2010 SOLE AS NOTED JaB MORA 09047.00 S 2.4 6 X 3'-0" DOWEL 0 EACH BOND BEAM DRILL AND EPDXY PER GENERAL NOTES . wawa Giro PLAN OF DOWELS TO EXISTING CONCRETE TILT - UP 15N WALL 0 2N E RACE A 8" CONT. BOND BEAM 0 TOP CF WNL W/ (2) j4 0 48".. O.C. (MAX). TYP. 12'-0" LONG MALL sou BE GROUPED Sop. w/ .. j5 VERT. 0.24•• AND '(2) j4 AT NOt2..Baro.. . BEAMS PER SPACING INDICATED TO THE LEFT 16" BOND BEAM 0 DRAG CONNECTION PER' ..' ROOF W/. (4) 14 CONT. - DETNL' 13/56.1 (BEYOND) IYP. AT CORNER TOP OF ROWED FLOOR 47-0" FINISHED GRADE VARIES (4 EACH FACE) (4 EACH FACE) CANOPY CONNEC1ON EMBEDS PER 146.1/524 • CMU UNTEL SCHEDULE WILL MALDEAR DEPTH HOR. 8016111 MMTH SPAM BARS (4) j6 BARS • IS I. VERT. 0 24" 0.c (93 0101x£1 X 6" HOCM) (2) 15 CDR. 0 TOP AND 0 24" OC 0 CMU MEL (WEND (-0" EOL PAS( EA ETD OF MALL ORIG.) HDR1Z. EOM DRS PER SCHEDULE 2 1/Y_ /9 j5 FOOTING / WALLDOWELS0 24" OC 1YP. ORT MAL PER FUN ABO16 . LINTEL (1X100 ALL TTP. VERT. & IROIB. WALL REF. 0161 MEL) PER SCHEDULE 2 1/2' 1401E REFEREMX DEVILS ON SHEET 56.1 NR ADW1g6Al Ri0RIl4206 PERENOG TO CMU LINTELS 60. MEL T.O.• ORIG. PER NOL • CMU WALL ELEVATION SCALE: U8' • P-0" . . STAG( BOO JON CATION (FS SE'AUNT AT FIRE RATED 191.1.6 SEE ARM) SID. INS. AT ENDOF HOt2. ROW. DEE 024!1141 BOD BEAM & REI F. THRID COMM JOWL AT TOP OF WALL & N 00D BARS ALONG ROY UNE' 3/r JT. RABBI COM 'Jaf MNEEN. '4•a/ rr lrscsii ram rig rail G'1camre-gm remWA r'lgalr'll 15T2IIM Mt: VETT. REF. 514E S As 119. VELD. RENF. PLAN VIEW CMU TO EXIST. PILASTER DETAIL n MIN. CMU LINTEL REINFORCING n TYP. CMU EXPANSION JOINT SCALE: 3/4"=1'-0" (NU MNL PER PUN loom raR. GROUT 0115 SOD 0 665 CALE: 3/4"= ('-0" 2 1/2" MOL slims oihoo PINTO SECTION A -gimp A MAI PER PUN & an. 14••••••1 /S3.1 2 1/r ®% %% r J TYP. ANCHOR BOLT IN CMU SCALE 3/4"=1'-0" FORM VERT. EACH C8U. OR 8 0.C. MAX. (FULL HT. OF ON NIL) PIER REINF. AT OPENINGS SCALE: 3/4"=1'-O" SCALE 3/4"=1'-0 L (PER DaE) . 1. REF. ARCH. DIGS FOR FM. CONTROL AIR LOCATORS. 2. CO NOT 10011E CORM JWBS N WALL CPO. I. TYPICAL CURRO. J000 LOCATORS ARE AT: - ' . ' C0611UUC101 ZOOS N FOUNDATIONS, FLOORS AND ROOFS . . '' OAKES W WNL HDOR ' LESS TH R 1/2 THE REOOBEFDED JO 1T SPACIIG FROM MALL -CORNERS - REC6MIDDED SPACING -PER DELLE . • REOOIO6IDED 5PN9C. REINFORCED CIO WALL OF. CORM JOINTS MIDI GROUT SOO GROUR. RAO Ci PANEL 1P LOCH TO /11 3 25 MAI NMI L000i, 1 80 FEET ; 40 FEET 06*`°" R0JD'; "6q" JOINT CM1 WALL PER RUTH CONTROL JOINT LOCATIONS. SCALE: 3/4"=('-0" REFERENCE SHEETS S5.1 AND S6.1 FOR FRAMING DETAILS THAT DESCRIBE ADDITIONAL REINFORCING AND EMBEDDED STRUCTURAL' COMPONENTS AT MEZZANINE AND ROOF LEVELS. BOD BEAM AT TOP O MNL wino EARS MOON AT AT TOP OF • 0000 MUST HAVE 188 HOOK r-0" M4L . TYP. ALL . 15 VERTICAL MS HAL HECHT Cf %ILL AT EACH CCRYER AIO EAD4 SIDE OF TO 841101 VERT. RECEIVED MAY 13 2010 PERMITCENTER TYP. WALL 1✓EDF. PER PTO.. RAM (2) 15 (2)15 DD SUBMITTED FOR OWNER APPROVAL PERMIT REVISONS BID SET SENT OUT W W W N O O O W N- U F W- r Wr K - O z Z COWES 2/13/11 )10110 1. PROVIDE CONTINUOUS BOD BEAM w/ (2) 15 MW. AT NL LmCE16• . 2. MEE (10RQOH(1 ICAL (2) /5 EMI SIDE CF CC01110. E EM TO STIP AT JOINT FXCFP1 BOD "AT LOP OF WNL FUN ROOF ETLVATAN AND 012440 REINFJ • TYP. REINF. Qa CMU WALL OPG., SCALE: 3/4"=1'-0" 09047.00 ,S-3.1 r STRUCTURAL PLYWOOD SHEATHING DOSING 6' mac CONCRETE SAB ON r• , 114 2X6 511.66 016'01 I'0 X 10' AA4010R 801.15 W/3' X3' X r WASHER 032'00 //.% /////////i :11 11.=1L=11 0r IF -111.= 11=111= /4 X 1'-6' 02410. STOYO EXPDXY BARS 4' DEEP IN 1 X.5' HOLES W/SIMPSON SET.. ' COMPACTED Vatriir ) SHEAR WALL DETAIL (2)15 CONTINUOUS - SCALE: 3/4'=1'-0' TOP 1P WAD PER PIAN ORES)' .14 CONE 2 TOP.COUSE OF8'fru S CMI WNL 0441FRE0 ON (2)14 COM. FENDED GRADE PER Mal -III,- glog PER PUN CMU RAMP WALL SCALE: 3/4'=1'-0' NZ 0 orosEalli ILT. COMER BAR BENDS EA DIRECTION CORNER REIF. r ALT. EA xicisEcnoti ' . FORQOMN. REMEDIRECOM 0011. 0R 00 COMER EE IC MI IOU. BAR SUE NO SPACING FOR COM OARS y • SINGLE LAYER' 19lE: • INC/CADS 1'-G IDI 4'-0' F WNL 6 RETAl01G SOL 30 IRA FOR COC 40 DI4. FOR CMI. COG. OE CMI . DOUBLE LAYER TYP. CORNER BAR DETAILS NO SCAB r A00 6X8•0F. 11 POST 10 MN SIDE OF 50.066 EX19N0 10I X 1o.) GL. aX_- 56TNG SUB ON atom O 1111 Irl 4 CII -II -11i=11-11 11 -1=11,1,0jI--I11- EXRSDNG' FOOTING 5' X 5' X 1'' COLUMN DETAIL: SCALE: 3/4'=1'-0' _411.__TCP Dv WALL PER PUN (VARIES) (TCOR. 2 TOP CORSE GFr.510 8' au WNL aNTEIED O4 1001 66. 1TP. . - (2) 14 COR. erOED GRADE PER ARCH -III-III -III- PER PIAN CMU PLANTER WALL SCALE: 3/4'=1'-0' 1 KM r 71•J LI - 4 -1m MEI • FOR STIRRUPS AND TIES o BM SIZE MM. BEND DIAMETER (D) SDRRUPS/TIES REENF. BARS 13 4d = 1 1/2' 6d = 2 1/4' 14 4d.-2 6d=3' /5 4d = 21/2' 6d = 3 3/4' 16 N/A 6d = 4. 1/2' 17 N/A 6d = 51/4' /8 N/A 6d=6' j9 ' N/A . 8d = 9' 110 N/A 8d = 10 1/4' 111 N/A 8d = 11 1/4' 114 N/A 100 = ,i 118 N/A . 10d = 22 1/2' p FOR REINF. BARS. 0166. STAB CR GRADE OSING CONC.' WALL NO FOE GRID 5' 06ED MEWED SAB EDGE 14. Y-0'OWLS. 0 ir OL (SI PSCII SET EPDXY INTO DOSE. RQ) .. NEW SUB O4 GRACE E RE=F. PER PIAN /3018'0.1.EA. WAY J•WNEM111111=11! JI NOTE 1139F5 THAT 1WL OPT 6 '. COMPACTED PRIOR TO WONG NO COMPACTING e MI SIB OAS RR SAB O1 (FADE BASE R. NSS COL PER A.B.PR PLAN'WED 81. & RE/F. PER FUN. ii D7._ .' ... SI. SLAP 5105150)1 1/4 I 111 SLAB a0CX6UI5 W/CCOCREIE AFTER ALL OM LOBS ME ON PLACE 1' NDN -51610 5101)1 BED 1 n11111=1 1111 FIO SOFA 66)8• PFR RAN (CTR 0 13. COL 1.1140.) NEW SLAB TO EXISTING SLAB n SPREAD FTG. AT INT. HSS .COL. SCALE: 3/4'=1'-0" 0' 1r 011.1.1611 BASE 1011 reig minne 11. NEW FESS CODUN PER PWI ' SAB ON GRADE .. . r GAP WNL TO CODIR1 PIM OETAE. A • t NON -51611 GROUT. IVP. WALL • BASE PURE. 12" X r X Y -r. W/(4) r ANDCR B0 15 4 . BASE PLATE ARD 15 REINFPER Fi10150 541106E SCALE: 3/4'=1'-0 8' DU WAIL (2) j4 CONT. 2 TOP COURSE Cr It 08 1r O111 WALL BASE i11N9® GRADE PER Mal 10• 51.0911E POUR SIP PER PLAN 14 O/168C FA WAY • I 4' GRAVEL. 0 24' RECEIVED .32010 PERMITCENTER FOOTNG (3) 15 CONTINUOUS. IVP. - Q - PIAN 0 2.-6' WIDE WNL FOOTING 4'-0• .. - ^ (4) j5 CONTN11O15. TVP. (3 O BOT) / v J 0 3'-0' WIDE WNL FOOTING NEW HSS COLUMN @ WALL FTG TYPICAL WALL FOOTING DETAIL SCALE: 3/4'=1'-0' O SCALE: 3/4'=1'-0". • NO PIPES TO BE RACED BRIM 116 1E33IR 11001NG PFR PVN TRENCH NO OGGIM FOR P6E FOOBEIDW D66 uE - ADWCEI1 PPE • AS 0:C U6 1i4ffS. 1. SEE EVES ON FOMOOIO 1 PUN FOR A0O1011 RE11FDfROIOR. 2. HPE & COMET 1155 RUN PERP. 1160 WNL 1 VOR. & IORL 0FNt SPACE BETWEEN *0.1108 PPE SLEEVES .. SALL 10T 66 LESS NM 11E MAIEIER OF REE LARGER SLEEVE. NEW ICO 661)4.6101 0 EXT . MOI D OF MEM SMI BE r (IOL) • LARGER NMI 0B. OF PPE REBAR BENDING SCHEDULE n TYP. FTG. AT PIPE OR CONDUIT NO SCALE 5/t• • 2'-r PUN REBAR ROC ONE END GREASED OR'WRAPPED N BURLING PAPER (CTR 0 JT) 1 PRE-FDRYED JOINT MAMBA/ ' Ian 511111111 COPAa0D (RAVEL 080 ROMEO FREE DIMING a1AVE1 EXPANSION JOINT' 11?.' '11=11=ul II ;?I' j1111=' RASVC 'BP.SINP' 51R SMOTE 2-1: CONTROL JOINT w 3 a DD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT N W 0 N IBD SET SENT OUT- . OWENER REVISONS " CONSTRUCTION DRAWINGS . II REVISION - • • ¢ 00 I- M M 03 IZ n 10 0 0 0 0 0 \w 0, Cr, 0 I I. Cg • z 0 11,1 Z O z o - J oww Et 2 Wim= CO cc = zc i!::T N J . . H= _J m O) NG w o8. L11 0 E co L 3 VAN NFY N, TONAL ti . I DP6ES 2/13/11 atom EL . ammo .. 4/30/200.. SCALE AS NOTED ,oa 10.00013 09047.00 TYP. CONC. SCAB ON GRADE JT. S-4.1 NO SCALE MEZZANINE BEAM DETAIL = 1•-0• FIN WALL DETAIL a@ ENTRANCE n PLAN DETAIL OF DRAG CONN. CONI BUM. s/ 3/41 CARRLAGE BOLTS 024'o/e 1 1/8' PLYWOOD - - SWPSON HD IITEN 5/8' DIA x 5' 0 24' oc • SIMPSON I4T2.1/11.88 15x5x3/8CONT. 1/4 SPLICE PLATE 4x5/161'-4' MEZZANINE JOISTS TO PANEL y EDGE NAL W 900. TO STUNS SEE HODOWN MED. CI51I. 1800-I0EA3 01 2x STUD p0 END A &DICT TO raIDS REO/ 6 5CHD. (RE0'D 0 1O' ODOW16 OLY) MIMED ROD TO MEN HOLDOWN ANGOR 180 EPOxr EXIST. CDC. 84.10 & 06ED A5 SHERRI N MEED. MOW SLAB ON GRADE WALL 9112. 01111110 FOM CURVY. 9:E PIM BOBO15N5 b FOR REO S8P50N HEL008N PER RAW P.T. BOE IL ■/ 508. PER 9EARWNI. 001 CONC. FM. . PER PIM I5uY1 ACCORONCE ■/ WIRW 1N REOLIEIEIIIS. HOLDOWN SCHEDULE MODEL M. 00'N. sNO. D051105 OMaT04 =Ulm HDU-4 2 . (ID) SDS I/4x2 1/2 5/88 1Y TYP. HOLD DOWN W/ EPDXY SCALE:3/4'.I'-0' SIL MECUM PER SIVA PANEL SCHEDULE (HON I6d AT 6' 0/C WHERE PLY 6EN. TO RW JOIST. U110.) ' 110016101100 PER FRYING RM TJ PER 1AA1010 RAN NOTE THESE uoiniummaPTWTSTEMTHE TRANSFER CONVECTION.OEEN.. SEE 116 SHEAR PANEL SCHEME FATRNSFSIEMIION1 PER FRA106 PUN ALT FRAING AXLE IDCA110 4 1 1/4' 09E TJ-STIOND RDA SHEAT PANEL WHERE 000W6 FlOONEATHING PER MPG PUN TJ PER FRAMING RAN TOP PLATE 1 1/4" 0.8E TJ-SIRAID RIM BYRD ANNE. SPA= PER SHEAR PANEL SCHEME (24' 0/C 845688) 16d AT 12' 0/C (01 10,1 AT 6' 0/C) JOISTS PMA. n TO WA. = 1.-0. 811 #LOM SHEATHING 10d AT EACH TOP AND BOT. FLANGE L1P4 FRAYING PLATE 0CATEIN PER SCHEDULE (WISER L1P5 6 SUBTITUTED FDR SPECIFIED LTP4,PLATE MY 8E INSTALLED CH 011I8DE OF SHEAR PANELS UP TO 1 MAX. THICKNESS). FOR MINCE OF NOTES SEE JTS PARNIEL TO W JOISTS PERPF3O10AM TO WAt I---8' CW MALL 40040 .w DD SUBMITTED FOR OWNER APPROVAL 10 m 0 w .0 W O O cn 0 O N 0 I WN. y Wy. U O Z Z 2 yVj 7 C C OO O ODi Fs SS 0 O 7 c O Gl 4 G. 0 VI N m m U 0: C d' BID SET SENT OUT BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS O O O 0 O 01 Z ? W I 1 N 04 f I I ifiz MEZZANINE TO CMU DRAG CONN. 01 - = 1'-O• s= • WM STIFFENER ATTACHLENT GAP: .16 MIND/UM 21i• MOMS THREE' 611 (41i- X .135' CIA) BOX NAILS AT 13)560JOISTS STIFFENER EACH SNE. TJI .560 WEB SHFFD4ERS SHALL BE 2X4 BLOCKS TIGHT ' FIT RECEIVED MAY 132010 SHEAR TRAN FLR JOISTS TO WALL FLR JOIST TO RIM JOIST CONN. WEB-S TFFEFMETAIL • = 1'-0• G NOT TO SCALE O 1 • _ ' HSS. mug wog (2) ROWS 108 0 6' 0.C. EA ROW PSL EDGE TEAM PER PWM 3( NA101 1-1/8' P131000 EDGE OF MEZZANINE = 1'-0' 161. PANEL- 00)10. CH 0110.. TO BE 2'x4' PANEL EDGE NNUNG AT 900016, STGR. 506 1.1 I 11 11. W000POST OR MULTIPLE SMS 1. 1----) (2 IO.) G DID (SEE NOTE 2) I. EDGE DIC TO IMMO POST . ( NMS,Dos I .IL HEM) 1 f II II. II II • STUDS 016•-(WX.) (SEE N01E 1) 1. REF. SHEAR W MOUE FDR MARRED FRANOO MEM 04SFD ON W 1YPE 2. REF. H OEMS FOR 4001gNIL 3. REF. TYPED. PERFORATED SHEAR W ELLVADON FOR 80841 NAL MADMEN'S. AS OPPIXABLE 11 II IA I L -FA'T -r'r- I.I }L,a --- r ----F I. 1 I 1 - II II I 1 1 .1 -*1 I I 11 1 1 1 $ I II 11 I I'_ I' I' - 1 11 11 I 1 I i. _1J_ _1L_-_1L-4--LL----L--9---1L----LL-'IN a-'- II • II II 1. J L___4 - t- -• I 11 1 I• f l II- Ls TOP PIA1EE5. 51424. MUM TO i. it . .• 1 I \I. i I ; I I. I 1. I (. I I. _IL ___1L_1. ---r(--- I I cart. 1 1 I J I I IEPI PLATES'' LLr__.1-1----J1_-- -r- r II 4. 6 SEISM (OR SEISMIC OES0N CA1EW6FS DE F.All Noe wiz BE PRP/TOED 81111 MOWN 313x1/4"RATE MASERS TYPICAL SHEAR WALL ELEVATION 3/4" = 1'-0• 9IFADIN 0 DP0400 FCR F11611 FINISH. 00M OR MOW I00ER S DETAIS HEADER EDGE NMRNG TO W000 POST OR MORE SMS out EET00) M184 4/30/2010 (5(84 G 0NOTE ALL PANEL EMS Z.z o< LLI • CC Z m ccs¢ Z co • - l • (13 c9 COrn J ai Ww 1- a u_ DRAM KEL CIEGKED PVH SCALE AS NOTED JOB MAIM 118400884 51410(5) 09047.00 HOLDOWN PER PUN (SEEN 00*04 DETNL) EDGE NUM TO SNL. 51G9 50.L BOLTING OR HMG PEN. SHAW W SCHEDULE (SEE NOTE 4), S5.1 • C T.O. 0/U 161 AMR ROOF RIN gh,T.O. ROOF MTG. VARES PER RAN 16" BOND BEAN AT ROOF 050061104 WON (4) 14 1061 (2) /4 Be 0 TOP 001.66E 15 0 24" OC, VDRL (2) /4 896 P.T. 4X8 LEDGER w/ 1" 011 61001 BOL75 AT 24" OC. 911MCN PA28 MOM STRIP 0 4'-0" OC 8/ 14-166 NYS TO 41(6. NOOK SIRAP OMR (2) 14 BNS 1228146416PEBN . J061 ROM 8" 061 WALL BRACE CF M1ES PER CURL 56.1 OROOF EDGE C CMU PARAPET 3/4" = 1 " EDGE OF MEZZANINE w GLASS (2) ROWS 106 NYS 6" OC EA IOW NEW OF 3 r X 6)" 14YFR PATE, FASIEN TO W2160 w/ 1 X 3)" 1A1S 0 24" OC (STAGGERED) INSTALL 66504 401-8 0610816 PER PUN OM 7/B' CV, A36 Ba15 OR 1E6RFADED RODE DRILL OR OUT I' ONREICR 1EIE5 MOH 8E66 66456 616 106845 NEM WW1 B416 INNERS IE1F 1611150 8/ 65 IMOD NUB 116 DE11L 6 SIVA AT DEW GLUM EONS WIOIE. CONT. FUET 611 0418417314'5/EDCFS DRAG CONNECTION AT ROOF 3/4" = 1'-0" (2) ROWS 106-NAIS 6" CC A ROW NEM a 3 i X 6 r LAYER RA1E, EASIER TO 821X50 M/) X 3 r INS 0 24" OC (SUMMERED) NEW 42160 8/ 4116 WOOD NATER NEW STEEL ROOF BEAM 1" = 1'-0" P.T. 4X8 LAYER (2) /5 CONT. 0 T.O. 8411. NEW ROOF 15 0 24" OC, VERT. (2) %4 BARS SEPSON PATS 0 4'-0" 00 BELOW PLYWOOD, 11P. SMIPSON 512'115 0 4'-0". ABOVE F131030, TIP. (2) 14 6185 0 10P OO= NEW ROOF DIMING ROOF /5 0 24" OC VIXf. (2)14686 SEPSOI P628 4840122 51RAP 0 OC 4/ 14-166 NILS TO 4X6. NOON SRLIP OAR (2) /4 196 T.O. ROOF 9OG. VARIES PER PUN 16' BOO BEAN AT ROOF EIEVATXN WIN (4) 14 16116. CMR LIOEL T.O. ROOF 91TG. 9. VINO PER PUN 16" BOND BEAN AT ROOF. EEVATI N WIN (4) 14 HOW. 4:604' -"CC NEW 821X50 8/ 46 WOOD 61.2 PER F/561_ %5024"OC, VERT. (2) le 6a • NEW PLYWOOD OF 12 OR BETTER 4.6 O 4'-0" 00 rum 26 0 4'-0" OC KIwEEN 1067 HINDER P.T. 46 EIMER W/ r OM ANCHOR BOLTS AT 24" OC 16" BOO BEAN 8/ (4) 16 BARS CW 8611 131AICE OF NOTES PER DETAE. C 56.1 CMU WALL TO ROOF STRAP 3/4" = 1'-0 FIYPE6 24 016" OC LINTEL- ROOF FRAMING DETAIL 3/4" = '1'-0" NEW 82160 W/ 4X6 IMOD LAYER CQ 26840 6 3/4 OMAN BEAN ADD SIMPSOI IW0U-8'S SFE PUN ® ADD (2) PAIRS ® ADD (4) PAIRS O PURLIN TO PURLIN DRAG CONNECTION PLAN NEW OFFSET HODS 50 SCREIS DO NOT NIFAFTRE NEW PL116000 • EXISTING 2384141E 2P514 512215 0 (-0" ABODE PLY8036 T1P. ROOF SHIC PER PIAN 11 NEW PER ROOF RAIZ EOSING 2X6 0 2'-0" OC S•PSON 248461E 0 66 & 1.826 0 216' EXISTING 4016 (5) X 15 0 G6DA TO 8) ROOF PURLIN DETAIL = ('-0" Iva Rooe T.O. ROOF 9410 VARIES PER RAI NEW 82160 W/ 486 WOOD MEER WT 5 X 22.5 W/ (1) 3/4" E. BOLT HSS CONN 4000 ®3NEW COL. - NEW BEAM DETAIL 4% WREN PER PLAN 3/8- , PIA AND X 7" 7- 1 / 4" " 1/4" v / (2) 0/4" BOLTS BRO RATE 121150 AT ROOF WF 5 X 22.5 W/ (1) 3/4" E BOLT NEW F65 COL PER FON. PUN MOLE. AS A MINN U UNTAMED Met (4. GONE FILET ALL COMi.CT1NI'S/DOES O.0 -LAN BEAN 1/4 1/4" v 1/4 NEW COL. - BEAM DETAIL 3/4" = 1'-0" TA. T.O.1011 Ab ROOF SHIM 9. VARIES PER PIAN 16" BOND BEAM AT ROOF ELEVATION 8784- (4)' )4 1I0/161 8 "c4 a DD SUBMITTED FOR OWNER APPROVAL PERMIT REVISONS BID SET SENT OUT O 2. at 0 01 0 0 0' 0 N 0 Zit` 0 Q ©' F_ --...._.._..- cg ■rthlt•etur• } •nglne•ring C0 Z 0 ::•-- 1-- 0 y1- 0 RECEIVED. (2) 1 4 MS Me GOI . V 1 3 2010 %5024" OC, VERpERMIT CENTE (2) /4 BARS SIMON PA28 ANOIOR STRIP 0 4'-0" OC W/ 14-166 NYS TO 4X6.. IOC& STRAP De (2) µ 806 NEW PLYWOOD COSTING GUT -LAIN •BEAM 0 z O z LJJ Q WCC co Z a cc- -J _ 5 N 03 0.5a) 11J 1 C 3/8" 585 PATES w/ (2) 3/4" 601.15. AND 1" X 7" x 7" 6RG. PATE 8". CMU 161 (EXPIRES 2/13/11 DRAM KEL OCCOD PVH • 4/30/2010 AS NOTED JAI Mnan 09047.00 NEW COL. EXIST. BEAM DETAIL S 6.1 3/4' • I'-0' Fidelity Building Materials Rendering reference material board for samples 1. SPLIT -FACE CMU IN BURGUNDY RED 2. SPLIT -FACE CMU IN CHARCOAL 3 SPLIT -FACE CMU IN CASTEL WHITE 4. SMOOTH FACE MISSION BRICK IN MAUNA LOA 5. STUCCO WITH INTEGRAL COLOR SW RAISIN 6. STUCCO WITH INTEGRAL COLOR SW CARNELIAN CORRECTION LTR# 1 7, CAST STONE QUOINS TO MATCH CASTEL WHITE 8, ATLANTICA GLASS 9. CURTAIN WALL CLEAR ANODIZED ALUMINUM 10. TILT UP WALL PAINTED SW MEADOWLARK 1 1. TILT UP WALL PAINTED SW DORMER BROWN 12. DOORS AND CANOPIES PAINTED SW EARTH GREEN RECEIVED MAY 13 2010 PERMIT CENTER 110-03S • StatArea Illuminance Values (Fc) Average =1.44 Maximum =10.5 Minimum =0.0 Avg/Min Ratio=0.00 Max/Min Ratio=0.00 S 180TH STREET Luminaire Schedule Symbol Qty Label Arrangement Description u sett -1506 SINGLE SET2 150HP5 2 set2-150s (dbl) BACK -BACK 5872 15oHPS (dbl) Mounting Height: 20' 11' NORM PROJECT START DATE DO SUBMRTED FOR OWNER APPROVAL 2 0 0 PERMIT REVISONS 0 0 tt 0 2 0 0 0 0 0 k PA tt 0 03 cn 0 0 5.3 0 4 w w 5 w8 O <r FIDELITY BUILDING DRAwN KE1 CHECx RAK w,E 5/25/2010 scut A5 NOTED Joa KAMER 09047 PHOTOMETRIC PLAN DR -3 5C4LE: 1' ' 20.-0' Akloadkr.m•At- = 0 0 1 5.1 5.1 5.1 5.1 5.1 b.2 5.1 1.2 5.1 5.2 b.l b-2 '5.1 5.2 5.1 5-2 b.1 1-1 b.1 1-1 b 5 1 5.o i).1 b.o b.o b.0 5.0 5.o 5.o b.o b.i b.) 5.i b.i b-1 5.1 Si = b.26. si At.2 b. b- 5.1 b.i 1.2 1-2 b.i b.i b.1 b.o b.2 b.i b.1 1.1 I u L -=/J 5.3 5.3 5. 0.5 :. •. 5.4 11.3 1.3 1.2 5.1 5.1 ILO 1.1 5.1 b.2 b 3 5.3 ... •- 1.3 1.3 1.2 5.2 11.1 11.1 X1.2 *1.1 b-8 5.3 1.6 b-7 3.2 -8 5.7 5.6 b 4 11.2 5.1 b.i 1.1 5.3 •.4 5.6 13.8 15.1 5.7 •-- -1 -5 .9 1.3 1.8 1-8 1.3 ... *1.6 i.1 •.7 11.4 5.2"s1 4.2 5.2.3.•.0.5.6.2-i6- :.: 4 6.2 1 i-8 1 •.5 b2 13 .1 t3. • •3.6 •.5 6.6 6.9 9.3 X3.2 t.1 1 5.8 .08 .-0 .9 ` -• 1.7 9.0 %.i '9 6 10.1 6.8 4.3 '3.2 1`2.1 2 •-6 b-4 5,3 1.3 b.7 I l-3 --0 15. 4,5 '.1 1 .5 b.8 15.3 •3.7 t+-' 15.7 1.8 1 5 1.3 '3.1 9.6 6. ..9 1.0 .3.4 ' 1-•0 •.3 5.7 5.6 b,4 1.4 11.7 -2 el -'12.,. 13.3 •.1 6.0 6.5 9.1 3.0 _.0 1.9 5.8 . 1.9 X1.7 1-7 1-8 -- '.3_- '-0-. ' _ 8 11 X1 .0 b.9i0.6 '--bB 1.0 1.4 i .6 '1 9 .3 '25 t1-6 .1 *1.6 .4 1.9 •.5 - _-.1.3 •i-3 '1'1.9 • • . b 8 - . .9 1.-'--0, -s_0 ...1-..9_,...--i.6 •1 - : 5.8 5.8 .«-. .. b-9 '';1.0 b-7 8 . ..5 b.3 I) 2 4.1.4 5-6 1.7 ' 15.0 1..1.6 1.1 15.3 t'-8 13 7 X3.6 *2.7 11.8 11.3 1-i8 1.5 1.9 5.4 1.5 b-4 5.4 1.9 1.3 1.3 1.2 ty2 /1.8 b.i b.1 J-2 5.3 5.4 1.6,\9 N5 '1..4 '1.9J. '2.9 \;= 9.37 5.2 2.9,' -2 b.g.' b'5 5.3 b.2 b.2 5.2 0.2\ 5.2 5.2 1.2 1).1 f5.1 5.1 5 1 5 1 1 h h 2 h" h 4 6 3', 5\7 -1----$i 6 i S n ,h' 6 h 3 h 2 h 7 h 1 5 I. 5 1 5 1 5, 5 1 b-1 5-1 b.5 iho b.5 .3 5. •. •._ 1- •-• •.• .. 0.0 5.0 b. b.0 b.o 'Lc) 1.0 e.. WL .1 r.± 5.0 •-5,,5 -r~ s -8 oob„6 5 , I I S 180TH STREET Luminaire Schedule Symbol Qty Label Arrangement Description u sett -1506 SINGLE SET2 150HP5 2 set2-150s (dbl) BACK -BACK 5872 15oHPS (dbl) Mounting Height: 20' 11' NORM PROJECT START DATE DO SUBMRTED FOR OWNER APPROVAL 2 0 0 PERMIT REVISONS 0 0 tt 0 2 0 0 0 0 0 k PA tt 0 03 cn 0 0 5.3 0 4 w w 5 w8 O <r FIDELITY BUILDING DRAwN KE1 CHECx RAK w,E 5/25/2010 scut A5 NOTED Joa KAMER 09047 PHOTOMETRIC PLAN DR -3 5C4LE: 1' ' 20.-0' Akloadkr.m•At- (c)c) Hi GD PRODUCTS GROUP LLC Below Grade Mount Below Grade Mount our Parkin S stem A. Below9rade ount j Determine desire . - • ', , nd'dig mounting holes 17" below grade. Fill hole 1/3 full -with -gravel. Lower unit into holes and fill remainder of hole with cement. Support unit with spacers, such as cinder blocks, until cement sets. Flange Mount BIKE DOCK B. Flange Mount (Note: It's recommended that concrete cure for 28 days prior to mounting) 1. Temporary Mount (Model #6263 - Sold Seperately) Determine desired location ofunit (mark hole locations using flange as a guide). Using a 1/2" masonry drill bit, drill holes in cement 2" deep. Insert anchor sheilds into holes and tap in place with a hammer. Align holes in flange with anchors and secure with a 5/16"-18 x 2" lag bolts. 2. Permanent Mount (Model #6260 - Sold Seperately) Determine desired location ofunit. Using a 3/8" masonry drill bit, drill through the flange mount and into the concrete 3-1/4". Blow the hole clean ofdust and other material. Drive spike through flange mount and into hole, until head of spike is seated on the flange mount. Below Grade Illustration a -11' --fl, 1 ' . 6" 9" 17" Flange Mount Illustration Flange Mount Illustration (Temporary Style) (Permanent Style) 1 Parking Bicycles Bikes can be parked as illustrated. G Under "waves" Over "waves" (front tire straddling lower wave). 0 On each end. Parking Bicycles Bikes can be parked as illustrated, on both sides of the unit. WARNING: Manufacturer and seller expressly disclaim any and all liability for personal injury, property damage or loss, whether direct, indirect, or incidental, resulting from the incorrect attachment or inappropriate placement, improper use, inadequate maintenance, or neglect of this product. Placement of this product is beyond control of the manufacturer. It is the end users responability to place this product so as to avoid potential pedestrian or playground accidents. WARRANTY: We warrant this product to the first consumer to be free from defect in material and workmanship for a period of one year from date of purchase. Please retain your sales slip for your records. Any product or part thereof found to be defective within that period will be replaced without charge provided that: (1) the product was not misused; (2) no alterations or modifications were made; (3) its failure resulted from a defect in material or workmanship and not from normal wear expected in the use of the product; (4) the product or part is delivered, freight prepaid, to Highland Products. Manufacturers only obligation shall be to replace such products or parts proved to be defective. 3350 NW BOCA RATON BLVD., SUITE B2 c BOCA RATON, FL u 33431 PHONE: 561.620.78780 FAX: 561.620.8668 • Standard Fixtures Foremost, The Entablature is a rectilinear luminaire designed to complement rectilinear architecture. Its sharp corners and straight lines exude precision and quality while the outward appearance is always a box from normal viewing angles. Yet, The Entablature is far more than just a box. Contemporary principles of industrial design have been used to provide design logic and functional expressiveness For example. the fixture top has been crowned to provide efficient water runoff. Cooling fins have been added to critical surfaces, producing a self - cooling function that lowers temperatures on heat -sensitive electrical components. This promotes extended life for these internal • electrical elements. The slight recess in both ends of the fixture has three functions. First, it provides a cradle for the mounting arm to aid in the alignment of fixture and pole. Second, it unifies the entire luminaire design by carrying a visual imprint of the arm through the fixture to the opposite side And third, it provides a surface to add the optional entablature elements as described on the opposite page PHaoryy•Aa+ • Kim Theory of Relativity • The Relationship of Outdoor Lighting to Site and Architecture ET Large Entablature ET S SET Small Entablature grchitect4 'rain re Decreases, °�es'gn a�astyle rernaT4s n cons SL Site Lightform LTV Lightvaur "O.ht ana SITE / ROADWAY ZONE Parking lots and roadways require luminaires on 20' - 40' poles to efficiently li• ' these large areas. Therefore, this lighting becomes dominant, and sets the design and style for all other lighting as you progress towards the building. PEDESTRIAN ZONE As you leave the parking lot and transition to pedestrian areas, poles should decrease in height to 10' - 16'. In addition, luminaires should decrease in scale, and can have more decorative features to be appreciated at the pedestrian level. KUM LIGHTING • Ordering Information Small Entablature SET Medium Base 70 to 175 Watt Ordering Example: For Standard Fixture and Pole Optional Entablature Optional Mounting Fixture Electrical Module Finish Options Entablature I Pole ISA / SET2 /175MH120 / WH / A-30 / [P8/BL] / PSA16-4125SA / WH 1 2 3 4 5-11 See p. 18 12 See page 18 for standard entablature specifications. For See separate Kim Pole Catalog. custom entablatures, contact your local Kim representative. r Omit for 1W Wall Mount. 1 Mounting: Plan View:Mr- III lir + HI Wall 3Y configuration is available for round poles only. Y EPA: 1.0 2.0 1.5 2.4 2.4 2.7 n/a Cat. No.: 1SA 2SB 2SL 3ST 3SY 4SC 1SW Mount 2 Fixture: Cat. No. designates SET fixture Horizontal Lamp and light distribution.117115. III See the Kim Site/Roadway Optical Systems Catalog for detailed information on reflector design and application. Flat Lens Light Distribution: Cat. No.: Type II Type III Type IV Type V Full Cutoff Full Cutoff Forward Throw Square Full Cutoff Full Cutoff SET2 SET3 SET4• SETS 3 Electrical Module: PMH =Pulse Start Metal Halide MH = Metal Halide HPS = High Pressure Sodium - - 70PMH120 100PMH120 150PMH120 I,�i1;+.. 70PMH208 100PM H2O8 150PMH208 ®;;-.; ; \%y,� 70PMH240 100PMH240 150PMH240 70PMH277 100PMH277 150PMH277 70PMH347 100PMH347 150PMH347 Lamp Lamp Line 70PMH480 100PMH480 150PMH480 Watts Type Volts PL = Compact Fluorescent See lamp and electrical data on pages 20 - 21 for ballast types and characteristics. 175 MH 120 70HPS120 100HPS120 150HPS120 70HPS208 100HPS208 150HPS208 70HPS240 100HPS240 150HPS240 70HPS277 100HPS277 150HPS277 70HPS347 100HPS347 150HPS347 70HPS480 100HPS480 150HPS480 4 Finish: Super TGIC powder coat paint over chromate conversion coating. Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Cat. No.: BL DB LG PS WH CC Consult representative for custom colors. 5 Optional Photocell Cat. No. and A-30 120V Mounting Configuration r ' �-�5 Control:x� Not available for 1W Wall Mount '-��� Photocell Sensor } Line Volts: A-31 208V• A-32 240V * - Fixture with Photocell 1 SA 2SB (5 1 ,: s�s 5�5 A-33 277V Sensor T■�1 ` �/ A-35 347V S - slave unit(s) s \..yJ 2SL 3ST, 3SY 4SC No fixture wattage limit. 6 Optional Convex Glass Lens: Convex Lens Cat. No.: CGL Tempered convex glass lens replaces standard flat lens. Changes light distribution from Full Cutoff to Cutoff. 14 KIM LIGHTING • Luminaire Specifications ET and SET Models Dimensions ET Model 150 to 400 watt Mogul Base Lamps 1- 23" r L 1111•nmuummnnr Maximum Fixture weight (400HPS) = 45 Ib Housing: One piece die-cast aluminum with integral cooling fins on the top surfaces above the optical chamber and electrical compartment. A solid barrier wall separates the optical and electrical compartments, with gasketed wire penetrations. A double -thick wall with gussets is provided on the support arm mounting end. Inset sections on each end provide for attachment of optional entablatures, and cradle the mounting arm All hardware is stainless steel or electro -zinc plated steel Lens Frame: One piece die-cast aluminum with a 1" minimum thickness around the gasket flange for rigidity. Integral hinges with stainless steel pins provide no -tool mounting and removal from the housing Two stainless steel thumb -latches are recessed inc the front corners. concealed from normal view. Lens frame seals against the housing by a one piece extruded silicone gasket with vulcanized end closure Clear 3/16" thick tempered flat or convex glass lens is retained in the frame by eight clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak" optical segments are rigidly mounted in a die-cast aluminum enclosure which attaches to the housing as a one piece module. Reflector module is field -rotatable in 90° increments. ET model, all HPS and PMH r 2" sockets are porcelain mogul base rated 4KV, and MH sockets are pin -oriented with a molded silicone lamp stabilizer. SET model, MH and HPS sockets are porcelain 4KV medium base All 5" reflector modules are factory prewired with a quick -disconnect plug for the ballast module, with wires passing through a silicone gasket in the housing barrier wall. Four light distributions are available and interchangeable within the same housing size. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attached to housing with no -tool hinges and latches, accessible by opening the lens frame. All ballasts are high power factor with starting temperatures of -40°F for HPS and -20°F for MH lamp modes, See lamp and electrical data on pages 20 - 21 for ballast types and characteristics. Support Arm: One piece extruded aluminum with internal bolt guides and a recessed step to match the housing. Luminaire-to- pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. For rnounting to round poles, arm is circular cut for precise mating to the pole diameter. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness. applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001:2000 standard. k*SET Model 70 to 175 watt Medium Base Lamps Entablature Dimensions 6" 6" 17'/2" Maximum Fixture weight (150HPS) = 25 Ib r 1.5" 3.7" 1.8" —I 1 4.5" Entablature Dimensions CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. 16 KIM LIGHTING Proportional Guide 70 to 400 Watt / 10' to 30' Poles 32' 30' This proportion diagram is intended to help visualize and ET Models: 150 to 400 Watt select the best Entablature system to satisfy aesthetic 20' to 30' poles 28' requirements. Remember, the pole height also affects performance; the higher the fixture is mounted, the greater the light throw If poles are mounted on concrete pedestals 26' such as in parking lots, the height of the pedestal must be considered in selecting the pole height. 24' 22' 20' 18' 16' 14' 12' SET Models: 70 to 175 Watt 10' to 16' poles 10' 8' 6' 4' 2' GRADE 1771 KIM LIGHTING 19 PARKING DECISION NOTICE OF DECISION DATED DECEMBER 3, 2004 To: Greg Fitchitt, Development Director, Westfield, Inc. King County Assessor, Accounting Division Agencies with Jurisdiction All Parties of Record This letter serves as a notice of decision and is issued pursuant to "Notice of Decision, Permit Application Types and Procedures Chapter, Tukwila Municipal Code (TMC,)" (18.104.170 TMC) on the following project and permit approval. I. Project Information File Number: L04-055 — Complementary Parking Approval and Administrative Parking Variance Type of Permit Request: Type 2 approval for Complementary Parking and for an Administrative Parking Variance that results in a reduction from the minimum number of required parking stalls for the Westfield Shoppingtown Southcenter expansion. Location: The site is southeast of the intersection of I-5 and I-405 and is bounded by Strander Boulevard, Southcenter Parkway, Tukwila Parkway, and Andover Park West. Associated Files: L04-049 — Design Review E03-010 — State Environmental Policy Act Applicant: Greg Fitchitt, Development Director Owner: Westfield Corporation, Inc. Notification: Notice of Application for this Type 2 permit was mailed to surrounding properties and posted on the site on August 26, 2004. Comprehensive Plan Designation: Tukwila Urban Center Notice of Decision L04-055 Westfield Shoppingtown Southcenter Complementary and Administrative Parking Variance Zone Designation: Tukwila Urban Center SEPA Compliance: A Determination of Significance was issued on July 29, 2003. The draft Environmental Impact Statement was issued on June 21, 2004 and the final Environmental Impact Statement on October 7, 2004. II. Decision Based upon the plans and information submitted in connection with this application and with Design Review applicatin L04-049; and based upon the findings and conclusions contained in the staff report dated December 2, 2004; and subject to the conditions recited below; the minimum parking requirement for the proposed expanded Westfield Shoppingtown Southcenter is hereby established at 7,192 spaces, as follows: Complementary Parking. A "complementary use" allowance of 88,200 square feet is hereby approved. This reduces the "usable floor area" upon which the parking requirement is based, from 1,594,402 square feet to (� 1,506,202 square feet. Administrative Parking Variance. An administrative parking variance of 4.5% is hereby granted, subject to the following conditions: `, 1. Westfield, as the management organization for the Mali, shall agree to develop and implement a Transportation Demand Management (TDM) program that effectively reduces employee single occupant vehicle parking at the mall. The TDM program shall include incentives for remote parking of employees during periods of peak parking demand. The TDM program shall be subject to approval by the Director of Community Development, which approval shall be obtained prior to issuance of building permits for the proposed mall expansion. 2. Westfield shall participate financially in planned improvements to the Metro transit center located adjacent to the mall along Andover Park West, including upgrades in capacity, structures, lighting and amenities. Westfield's participation shall include dedication of an easement of up to eleven (11) feet of land along the length of the planned transit facility, and a financial contribution of $500,000. 3. Westfield shall provide weather protection along the internal sidewalk leading to the transit facilities on Andover Park West. The design of the improvements shall be harmonious with the design of the Mall expansion and shall be subject to approval by the Board of Architectural Review. 4. Westfield shall provide footings and related components for an internally lit Metro transit shelter and for a trash receptacle at the existing Strander BI and 61 Av S. westbound bus stop. The shelter footing shall include conduit to a handhold/junction box and conduit and wiring from the handhold/junction box to the power source junction box. The exact footing location shall be determined in consultation with King County Metro Transit and Tukwila's City Engineer. These improvements shall be placed outside of the six foot public sidewalk and an appropriate easement provided, if necessary. Construction details and specifications are available from and shall be coordinated with King County Metro Transit. Page 2 of 4 • Notice of Decision L04-055 Westfield Shoppingtown Southcenter Complementary and Administrative Parking Variance III. Your Appeal Rights This Permit Application and decision is a Type 2 pursuant to Classification of Project Permit Applications, Permit Application Types and Procedures (18.104.010 TMC.) Other applications related to this project are still be pending. No administrative appeal of the EIS is permitted. One administrative appeal to the City Council of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the City Council decision. IV. Procedures and time for appealing In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of this Decision, that is by 5 p.m. on November 18, 2004. The requirements for such appeals are set forth in the Appeal Processes Chapter of the Zoning Code (18.116 TMC) All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify: (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. V. Appeal Hearings Process Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the City Council based on the testimony and documentary evidence presented at the open record hearing. The City Council decision on the appeal is the City's final decision. Page 3 of 4 Notice of Decision • • L04-055 Westfield Shoppingtown Southcenter Complementary and Administrative Parking Variance Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal of the EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue an EIS is final for this approval and any other pending permit applications for the development of the subject property. VI. Inspection of Information on the Application Project materials including the application, the staff report, and other studies related to the approval are available for inspection at the: Tukwila Department of Community Development, 6300 Southcenter Blvd., and Suite 100, Tukwila, Washington 98188 Monday through Friday - 8:30 a.m. and 5:00 p.m. The project planner is Moira Carr Bradshaw, who may be contacted at 206-431-3670 for additional information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila P:\STE VE\parkingdecision2.doc Page 4 of 4 PLANNING DIVISION COMMENTS DATE: April 12, 2010 APPLICANT: Bob Kroese RE: 295 Fidelity D10-035 Building Permit L10-009 Administrative Design Review ADDRESS: 5920 S 180`h Street The following comments apply to both the design review and the building permit review. A design review decision is necessary prior to issuance of the building permit. The other departments in the City that reviewed your plans also need to be have their comments satisfied prior to issuing a design review decision. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206-433-7166. 1. In addition to the plans required to revise your building permit. Include a small set of plans with your resubmittal for the design review file. 2. Provide a sample of the glazing and curtain wall system (color). 3. Update the architectural drawings to reflect the colors shown on the colors and materials board. 4. See Public Works comments regarding the railroad tracks. 5. Locate the bike rack outside the pedestrian connection entry to the public entrance. 6. Provide a photometrics plan that shows the lighting levels provided by the exterior lighting. Exterior lighting shall not spill off-site and shall provide even levels without dramatic light level changes or dark areas. 7. Show existing and proposed ground and rooftop mechanical equipment. All mechanical equipment shall be screened from view. TMC 18.60.050 B4e. 8. The sign shown is not reviewed for compatibility with the sign code (size, area, setbacks). The City is in the process of adopting a new sign code and a sign will be reviewed upon a complete application for a sign permit. The sign materials and general design are reviewed for this design review application and are acceptable. Parking Lot Layout 9. Include restriping of the Dania parking lot as part of the building permit. 10. Include loading bays for each of the 3 buildings. Show on plans. Loading space requirements are per TMC 18.56.060. 11. Raised curbs or curb stops shall be used around the landscape islands to prevent plant material from being struck by automobiles. 18.52.035 4d Include curb stops where needed to meet code. 12. Standard and compact parking stalls shall be allowed a two -foot landscaping overhang to count towards the stall length. TMC 18.56.040. Where a 2 foot overhang is needed, show on plan. 13. The vehicle overhang over the pedestrian entrance to the building may overhang too far to make that path functional. The path appears to only be 3' wide if a 2' vehicle overhang occurs. Increase the width and call out the dimension of the path on the plans. Show the vehicle overhang on the plans. 14. Provide a pedestrian path across the entire front of the building for safe access. TMC 18.60.050 B 15. 2 -way drive -aisles adjacent to stalls 19'x8.5' and 16'x8' need to be 25' wide; they are shown at 24'. TMC Title 18, figure 18-6. Correct the drive -aisle width. Landscaping 16. Planting Standards: TMC 18.52.035 4 a. Interior landscape islands shall be distributed to break up expanses of paving. Landscaped areas shall be placed at the ends of each interior row in the parking area with no stall more than 10 stalls or 100 feet from a landscape area. Add islands to the center parking section and move the southern -most island (in the compact stall section) to the west one stall. • • b. The minimum size for interior parking lot planting islands is 100 square feet and for areas adjacent to public or private streets, a minimum of 15 square feet of landscaping is required for each parking stall. Call out the square footage of all landscape areas on the plans. c. Planting islands shall be a minimum of 6 feet in any direction and generally the length of the adjacent parking space. Call out their dimensions. d. A minimum of 1 evergreen or deciduous tree is required for each landscape island with the remaining area to contain a combination of shrubs, living groundcover and mulch. The southern most landscape island (in the compact stall section) requires a tree. 17. For areas adjacent to public or private streets, a minimum of 15 square feet of landscaping is required for each parking stall. TMC 18.52.035 3 18. 15' of Type I landscaping is required across the front of the site. Landscape perimeter averaging may be allowed as a Type 2 special permission decision if all of the following criteria are met: TMC 18.52.020 B a. Plant material can be clustered to more effectively screen parking areas and blank building walls. b. Perimeter averaging enables significant trees or existing built features to be retained. c. Perimeter averaging is used to reduce the number of driveways and curb cuts and allow joint use of parking facilities between neighboring businesses. d. Width of the perimeter landscaping is not reduced to the point that activities on the site become a nuisance to neighbors. e. Averaging does not diminish the quality of the site landscape as a whole. 19. See also item #23 below. Plant Material Legend 20. Include quantity of each type of plant on the table. TMC 18.52.050 21. Revise the plant size column on the planting table to reflect City standards: TMC 18.52.030 d a. Evergreen trees shall be a minimum of 6 feet in height at time of planting. b. Deciduous trees shall have at least a 2 inch caliper at time of planting, determined according to the American Standard for Nursery Stock: c. Shrubs shall be at least 18 inches in height at time of planting. General Construction Notes (Landscape Plan) 22. Include the following in the planting notes and revise the planting details as necessary: a. Till in of organic material to a depth of 18 inches and mulch. . TMC 18.52.040 c b. Dig a hole that is just shallower than the size of the root ball and just wider than the size of the root ball. Planting pits must be only the depth of the existing root ball or else the bottom of the planting pits must be compacted prior to planting to insure there is no settling. If planting on a slope, dig a shelf that is two to three times the size of the plant root ball (see diagram at right). c. Root balls of potted and balled and burlapped (B&B) plants must be loosened and pruned as necessary to ensure there are no encircling roots prior to planting. At least the top half of burlap and any wire straps are to be removed from B&B plants prior to planting. The plant should be completely vertical. The top of the root flare, where the roots and the trunk begins, should be about one inch from Plantina on a the surrounding soil. d. Fill the hole with the original soil, watering to remove air pockets. If planting on a slope, create a soil berm at the front of the plant. Water the tree or shrub again after the transplant is complete. e. Spread 4 inches of arborist chip mulch over the entire planting area. The mulch should not touch the plant trunk or the tree root flare. Maintain at least a three inch mulch -free ring around the base of the plant trunks, woody stems and crowns of perennial plants. Building Design TMC 18.60.050 4. 23. The western side of the building front is a large unadorned wall. Incorporate windows and/or architectural details such as repeating the design of the entrance element. The landscaping is all low shrubs in this area. Add landscaping such as trees or a trellis to minimize the appearance of this blank front. 24. Explain the goal of using quoins at the building corners. How do they fit within the architecture of the building? 25. Increase the size of the footing element (split face CMY in charcoal) to further anchor the building to the site. Plan Conditions 26. A Washington State licensed landscape architect shall prepare and stamp the landscape plans in accordance with the standards herein. 27. Installation of the landscaping and screening shall be completed and a Landscaping Declaration submitted by the owner or owner's agent prior to issuance of the certificate of occupancy. If necessary due to weather conditions or construction scheduling the installation may be postponed to the next planting season if approved by the Community Development Director and stated on the building permit. A performance assurance device equal to 150% of the cost of the labor and materials must be provided to the City before the deferral is approved. The property owner shall keep all planting areas free of weeds and trash and replace any unhealthy or dead plant materials for the life of the project in conformance with the intent of the approved landscape plan and TMC Section 8.28.180. 28. Pursue recording a new reciprocal parking agreement for this site and for Dania as the striping plan submitted to Dania was never executed and the parking on the site in non-compliant. The building permit cannot be finalled until this is approved and executed. Informational Items: 29. The building is parked for the uses described. 27 stalls for 5446 sf of warehouse, 18 stalls for 5970 sf of office, 149 for Dania site. 194 stalls are required to meet code. If a future change in use takes place, the parking requirements will be reviewed to verify they continue to meet code. IP at* al g amnia Department Of Community Development AFFIDAVIT OF DISTRIBUTION 1, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Stacy MacGregor Determination of Significance & Scoping Notice Mailer's signature: Board of Appeals Agenda Packet J y) Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda X Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this _18 day of _March in the year 2010 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC Project Name: Robert Kroese, PKJB Architects Project Number: L10-009, E10-002, D10-031, PRE09-015 Mailing requested by: Stacy MacGregor Mailer's signature: // 71/7r/ ,(f J y) W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination Optional DNS & Administrative Design Review JL Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approximately 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environ- mental review and administrative design review. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be _ your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determi- nation the DNS will be issued without a second comment period. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100.Your written com- ments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any deci- sion, and your appeal rights by calling 206-433-7166. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination Optional DNS & Administrative Design Review Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approximately 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environ- mental review and administrative design review. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determi- nation the DNS will be issued without a second comment period. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100.Your written com- ments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any deci- sion, and your appeal rights by calling 206-433-7166. You are receiving this notice because you are a property owner or tenant within 50011 of this project. City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination Optional DNS & Administrative Design Review i Project Loca ion Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects l Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approximately 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environ- mental review and administrative design review. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be _ your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determi- nation the DNS will be issued without a second comment p Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100.Your written com- ments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any deci- sion, and your appeal rights by calling 206-433-7166. You are receiving this notice because you are a property owner or tenant within 50011 of this project. City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination Optional DNS & Administrative Design Review Location: 5920 S 180th Street File #'s: L10-009, E10-002, DI0-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects. Property Owners: Mark Lusier • Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approximately 20,000sf of existing office and warehouse and construct o w facade and mezzanine. Parking will increase by approx Is and landscaping is included. This request is for SEPA env on - mental review and administrative design review. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be _ your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determi- nation the DNS will be issued without a second comment period. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100.Your written com- ments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any deci- sion, and your appeal rights by calling 206-433-7166. You are receiving this notice because you are a property owner or tenant within 500ft of this project. NAME Johnstone Supply of Tukwila Accu -Tech Corporation Banwer Transfer(Sav Sur dba) Luwa Distributing, Inc. Public Safety Testing, Inc. Mitchell Moving & Storage Sansaco Mechanical Solutions NW, Inc Alexander Party Rentals Electrical Sales Associates Sansaco Tenant Carton Service Co. Interline Brands, Inc. Tenant Fisher Bag Co./McDowell Bag Aero Go, Inc. NPT, Inc. AMCO Distribution Services Seattle Goodwill Industries Pioneer Ship Supply, Inc. Technology Unlimited, Inc. Seattle Chocolates Costless Warehouse • Bicycles West Tenant iFloor (Longhua USA Inc dba) JB Tapps Services, LLC Norwalk, The Furniture Idea Summer House Dining Interiors, Inc. Tenant Vina Sewing, Inc. Cascade Container Corp. Dania, Inc. BOEING OREGON MASABI TRUST ADDRESS 1105 ANDOVER PARK W 1109 ANDOVER PARK W 1111 ANDOVER PARK W 1112 ANDOVER PARK W 1113 ANDOVER PARK W Bdg.E 1115 ANDOVER PARK W Bdg.E 1121 ANDOVER PARK W 1125 ANDOVER PARK W #D 1127 ANDOVER PARK W 1131 ANDOVER PARK W 1139 ANDOVER PARK W #D 1141 ANDOVER PARK W 1145 ANDOVER PARK W 1147 ANDOVER PARK W y 1161 ANDOVER PARK W 1167 ANDOVER PARK W 1170 ANDOVER PARK W 1170 ANDOVER PARK W 1171 ANDOVER PARK W 1174 ANDOVER PARK W 1177 ANDOVER PARK W 1179 ANDOVER PARK W 1180 ANDOVER PARK W 1181 ANDOVER PARK W 1183 ANDOVER PARK W 1185 ANDOVER PARK W 1187 ANDOVER PARK W 1187 ANDOVER PARK W 1189 ANDOVER PARK W 1191 ANDOVER PARK W 1203 ANDOVER PARK W 1205 ANDOVER PARK W 1207 ANDOVER PARK W 1232 ANDOVER PARK W 1251 ANDOVER PARK W 1325 4TH AVE 1940 CITY, STATE, ZIP TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3909 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3909 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3909 TUKWILA WA 98188 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188 TUKWILA WA 98188-3910 TUKWILA WA 98188-3909 TUKWILA WA 98188-3909 TUKWILA WA 98188-3910 TUKWILA WA 98188-3909 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3909 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3910 TUKWILA WA 98188-3901 TUKWILA WA 98188 TUKWILA WA 98188-3992 TUKWILA WA 98188-3908 TUKWILA WA 98188-3901 SEATTLE WA 98101 TRI -LAND CORPORATION UNION PACIFIC RAILROAD Tenant Tenant Macy's (#16) Newport Bay Restaurant Continental Mills, Inc. Continental Mills Hung San Foods, Inc. Daniel Smith, Inc. High Five Sportswear Sunshine Sewing A America, Inc. COI Service Center Paragon Pacific SPI Crown Cork & Seal Co USA Inc KIR TUKWILA 050 LLC & KIMCO GRE MANAGEMENT SERVICES INC Segale Properties LLC MAS Resources, Inc. IDG USA, LLC Claim Jumper Restaurant Parkway Plaza 12 Sansaco Thomasville Furn/Samalco dba Bassett Furniture Direct AMB PROPERTY CORP Qwest Communications Corp. Continental Mills Copiers Northwest, Inc. MADISON INVESTMENTS LLC WALTON CWWA SOUTHCENTER 4 L LA PIANTA LLC WACO ENTERPRISE Bob Kroese PKJB KC ASSESSOR'S OFFICE ACCOUNTING DIVISION KC METRO TRANSIT ENVIRONMENTAL PLANNING 1325 4TH AVE 1940 1416 DODGE ST 325 17800 SOUTHCENTER PKWY 17850 SOUTHCENTER PKWY 17855 SOUTHCENTER PKY 17920 SOUTHCENTER PKY 18000 ANDOVER PARK W 18125 ANDOVER PARK W 18161 SEGALE PK DR B 18191 SEGALE PK DR B 18200 SEGALE PK DR B 18200 SEGALE PK DR B 18255 SEGALE PK DR B 18260 SEGALE PK DR B 18270 SEGALE PK DR B 18340 SEGALE PK DR B 3333 NEW HYDE PARK RD 100 4240 ROCKLIN RD 9 5811 SEGALE PK DR C 5811 SEGALE PK DR C 5835 SEGALE PK DR C 5901 S 180TH ST 5910 S 180TH ST 5950 S 180TH ST 5951 S 180TH ST #101 5951 S 180TH ST #115 60 STATE ST 1200C 6101 S 180TH ST #105 6155 SEGALE PK DR C 6233 SEGALE PK DR D PO BOX 1922 PO BOX 4900 PO BOX 88028 PO BOX 88216 119 S Main Street, Suite 140 500 4th AVE, RM# 709A 201 S JACKSON ST., MS KSC-TR-0431 SEATTLE WA 98101 OMAHA NE 68179 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188-3725 TUKWILA WA 98188-3716 TUKWILA WA 98188-4701 TUKWILA WA 98188-4704 TUKWILA WA 98188-4731 TUKWILA WA 98188-4731 TUKWILA WA 98188-4732 TUKWILA WA 98188-4732 TUKWILA WA 98188-4732 TUKWILA WA 98188-4732 TUKWILA WA 98188-4732 TUKWILA WA 98188-4735 NEW HYDE PARK NY 11042 ROCKLIN CA 95677 TUKWILA WA 98188-4739 TUKWILA WA 98188-4739 TUKWILA WA 98188-4739 TUKWILA WA 98188-3804 TUKWILA WA 98188-3803 TUKWILA WA 98188-3803 TUKWILA WA 98188-3812 TUKWILA WA 98188-3812 BOSTON MA 2109 TUKWILA WA 98188-3800 TUKWILA WA 98188-4728 TUKWILA WA 98188-4753 BOZEMAN MT 59771 SCOTTSDALE AZ 85261 TUKWILA WA 98138 TUKWILA WA 98138 SEATTLE WA 98104 SEATTLE WA 98104 SEATTLE WA 98104-3856 • Stacy MacGregor - Notice of Application From: To: Date: Subject: Attachments: Stacy MacGregor sepaunit@ecy.wa.gov 03/19/2010 11:27 AM Notice of Application 61/.•x t..1 o:.'.w:h .• Page 1 of 1 Attached is a Notice of Application for a project located in the City of Tukwila. The Optional DNS process is being used for this project. Included in this email is a copy of the SEPA checklist and site plans and other plan sheets to describe the project. All of the documents are copies of the original documents. Regards, 5tac9 Stacy MacGregor, Assistant Planner 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 Monday -Friday, 8:30 am - 5:00 pm `p Please consider the environment before printing this e-mail file://C:\Temp\XPgrpwise\4BA35F95tuk-mail6300-po 1001783331164031 \GW } 00001.H... 03/19/2010 Page 1 of 1 Ics 111 - , ..k.i ,.i � {.; ; L� • . t,7t 4� fir. 1 . Ay:i ' !"rte, yi M f _ T. -6..._ f y '`ir d r , ii r. i I` ;,•, 4,-:. is ; t ,6A r E�1VLA, N., 404.4 tok i0 1806 u�tomer- a -' T,eleAtlas. Digital Map Produ 1245 ft N CityGIS Copyright @ 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. http://maps.digitalmapcentral.com/production/CityGIS/v07_01_062/index.html 03/04/2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sent via email to BobK@pkjb.com (no hard copy to follow) NOTICE OF COMPLETE APPLICATION March 5, 2010 Mr. Bob Kroese 119 South Main Street, Suite 410 Seattle, WA 98104 RE: 295 Fidelity Building L 10-009, El 0 -000 - Dear 10-000— Dear Mr. Kovach, Your application for Administrative Design Review and SEPA Environmental Review is considered complete on March 5, 2010 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. As the next step, the City will coordinate the required public notice for your project. Please contact Julie at FastSigns (206-757-2110) to prepare your sign. The City will provide FastSigns with the necessary posting information. The posting and notice of land use application will occur by March 19, 2010 and continue until the date of all decisions are final and appeal periods have been exhausted. Upon posting, the public comment period will start and will continue for fourteen days. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Your project is under review with various City departments. When the review is complete, I will be contacting you to discuss your project. If you wish to speak to me sooner, feel free to call me at (206) 431- 7166 or via email at smacgregor@ci.tukwila.wa.us. Sincerely, Stacy Assistant P gor anner SM H:\A 295 Fidelity\NOC.DOC Page 1 of 1 03/05/2010 6300 Swain -enter Boulevard, Suite 000 • Tukwila, Washington 98/88 • Phony 206--131-3670 • Fax: 206-431-3665 City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination & administrative design review Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approx. 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environmental review and administrative design review. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Py., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any decision, and your appeal rights by calling 206-433- 7166. You are receiving this notice because you are a property owner or tenant within 500ft of this project. NOC: 3/5/2010 NOA: 3/19/2010 City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination & administrative design review Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approx. 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environmental review and administrative design review. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd # 100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Py., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any decision; and your appeal rights by calling 206-433- 7166. You are receiving this notice because you are a property owner or tenant within 500ft of this project. NOC: 3/5/2010 NOA: 3/19/2010 City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination & administrative design review Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approx. 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environmental review and administrative design review. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Py., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any decision, and your appeal rights by calling 206-433- 7166. You are receiving this notice because you are a property owner or tenant within 500ft of this project. NOC: 3/5/2010 NOA: 3/19/2010 City of Tukwila Notice of Application 295 Fidelity Building SEPA threshold determination & administrative design review Location: 5920 S 180th Street File #'s: L10-009, E10-002, D10-031, PRE09-015 Applicant:Bob Kroese, PKJB Architects Property Owners: Mark Lusier Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This proposal is to remove approx. 20,000sf of existing office and warehouse and construct of new facade and mezzanine. Parking will increase by approx 89 stalls and landscaping is included. This request is for SEPA environmental review and administrative design review. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Py., Ste 100. Comments must be received by 5:OOpm on April 2, 2010. You may request a copy of any decision, and your appeal rights by calling 206-433- 7166. You are receiving this notice because you are a property owner or tenant within 500ft of this project. NOC: 3/5/2010 NOA: 3/19/2010 / i • pk j b architecture + engineering February 19, 2010 Stacy MacGregor City of Tukwila Department of Community Development Tukwila Planning Department 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 re: 295 Fidelity Building 5920 South 180th Street Tukwila, WA Permit no.: D10-035 Dear Stacy: f( • FEB 22 2010 COMMUN."' f DEcVELOPIthEta Thank you for your response to our permit submittal referenced above. We have provided the following corrections as noted below. 1. We have included our application for administrative design review with this response. 2. The SEPA checklist, Endangered Species Act Screening Checklist, is enclosed with our submittal. 3. The existing parking decision is to be revised. The attorneys are executing a new reciprocal parking agreement between the two land owners, Boeing Oregon Mesabi Trust and Tri -Land Corporation. An executed copy of the agreement will be forwarded when available. The agreement is based on the parking required for Dania per the prior approved David Kehle plan (149 required spaces), with 127 parking stalls provided on the Dania site (Tri -Land) and a reciprocal parking agreement of 22 parking stalls on the BOMT site. Please contact me if you have any questions or comments, thank you. Best Regards, Ro ert Kroese PK B Architectural Group, PS 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 o 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8750 • • PLANNING DIVISION COMMENTS APPLICANT: 295 Fidelity RE: D10-035 ADDRESS: 5920 S 180th Street rP'Reeafan FEB 2 2 2010 CCY �UIU:T( DATE: 2-9-10 The plans as submitted are not complete. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206-433-7166. 1. Apply for administrative design review. According to TMC 18.60.030(2), Design Review is required when: Any exterior repairs, reconstruction, cosmetic alterations or improvements, if the cost of that work equals or exceeds 10% of the building's assessed valuation (for costs between 10% and 25%, the changes will be reviewed administratively). The project is valued at $443,130 and the building is valued at $2,472,900 therefore, administrative design review required. 2. Apply for SEPA. The project triggers a SEPA review for threshold determination. The proposal creates more than 40 parking spaces, demolishes more than 12,000 square feet, and has cut and fill in excess of 500 cubic yards. 3. A reciprocal ingress/egress/parking agreement applies to this site in cooperation with Dania. Dania has approval from the City to rescind the parking agreement upon restriping the parking lot. Dania's parking plan may no longer be valid with the new 295 Fidelity plan. Coordinate with Dania to either withdraw or revise the previous parking decision. • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us ADMINISTRATIVE DESIGN REVIEW APPLICATION 0 1/0 -031 NAME OF PROJECT/DEVELOPMENT:. 259 Fidelity Building LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 5920 S 180th Street, Tukwila Washington 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). # 3523049105 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Bob Kroese Address:119 South Main Street. Suite 410, Seattle Washington 98104 Phone: 206.624.3210 FAX: 206.624.3243 E-mail: bobkCa�pkjb.com Signature: Date: FOR STAFF USE ONLY Permits Plus Type P -DR Planner: File Number: L ; i - 1 Application Complete (Date: ) Project File Number: ? K ) Application Incomplete (Date: ) Other File Numbers: g 10-00i 0 1/0 -031 NAME OF PROJECT/DEVELOPMENT:. 259 Fidelity Building LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 5920 S 180th Street, Tukwila Washington 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). # 3523049105 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Bob Kroese Address:119 South Main Street. Suite 410, Seattle Washington 98104 Phone: 206.624.3210 FAX: 206.624.3243 E-mail: bobkCa�pkjb.com Signature: Date: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail.: tukpian(cuci.tukwiIa. wa.uti AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 5920 S 180th Street, Tukwila Washington 98188 for the purpose of application review, for the binned time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. N on -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at ss Notary Public 9 State of Washington 0 KRISTYN A DEYO + MY COMMISSION EXPIRES ILAugust 03, 2011 ,t-- (city), WA (state) on — /14 , 20 10 (Pr/O e15D 19 Z o o -wie 1f/4 // 1 (Address) (Phone Number) �A (S.#°1" On this day personally appeared before me 1 t )',, K LU St to nie known to be the individual who executed the foregoing instrument and a cknowledged that he/she signed the same a s his/her voluntary act and de ed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS ) IP DAY OF f-cib 20 10 NOTARY PU raiding at in and or the State of Washington 5V MAO t4, $3 Zo, Commission expires on • • 090Y7, 03 M. -c J qF t 1 Z_' • 1 FEB 2 2 2010 COMMUN.T•( CD..1_ wr) I HC,nTC EXECUTIVE CENT • il.'', N. E.100,;2•• STrIEET • 5E/•T'LE, WASHINGTON SiFil2.1 • I2G CI C23 -Ci . CAL, .r [JAMEiAF. 1••J/• .riC',-aa� McCann Construction Company, Inc. 8013 Perimeter Road South Boeing Field Seattle, Washington 98108 Attention: Mr. Lowell Gordon Gentlemen: November 7', 1975 Site Inspection Proposed Building South 180th Street and Andover Park West Tukwila, Washington In accordance with your request of November 6, 1975, a representative of our firm visited the site on that date to evaluate the condition of the near -surface fill soils which have been placed over a period of several years. The purpose of our inspection was to define the suitability of the existing fill with respect to compactability. The discussion and conclusions provided herein do not include consideration of foundation support conditions. An evaluation was made on the basis of the observed surface conditions, supplemented by six shallow test pits excavated using a backhoe provided by your firm. The proposed building area, located just east of the existing Doges' facility, is roughly 100 by 300 feet in plan dimensions with the long axis trending north -south. surveyors were in the process of locating building corners during our site visit. The site is generally level at rough yard grade with ponded water in the central portion, except for the northern third where up to 3 or 4 feet of loose debris fill has been placed. A moderate growth of weeds and grass covers the site. The upper soils across the site consist of soft, wet, sandy silt with some gravel; the fill above yard grade in the northern portion of the site is similar, except that it contains asphalt debris. The upper fill is in a saturated condition, essentially unworkable, and unsuitable for structural fill. In the southern two-thirds of the site, the depth of unsuitable soils extends roughly 6 to 12 inches below the existing fill surface. In the northern third of the building area, this thickness is increased by the height of the excess fill, or to as much as 4 feet below the surface of the fill. • • 'McCann Construction Company, Inc. November 7, 1975 Page 2 The unsuitable material is underlain by medium dense to dense gray and light brown silty sand with occasional gravel. In general, this material is suit- able for floor slab support. However, the silt content is high enough to render this soil moisture -sensitive and very susceptible to disturbance. Based on our inspection, we conclude that the soft unsuitable surface material described above, including the excess fill in the northern building area, should be stripped and removed frau the site. Great care should be exercised in stripping to minimize disturbance of the underlying firmer soils. As the unsuitable soils are stripped, the area should be brought to grade immediately using an imported,clean, well -graded sand or sand and gravel. No area of the exposed fill should be'allowed to stand overnight without this protective cover of imported sand, and grading of the exposed surface of the existing fill should be such that depressions in which water could "pond" within the clean granular fill are not formed. We understand that you are considering construction of the dock -height fill pad using the silt and silty sand material from the old Associated Grocers surcharge fill. Our previous experience with this material has shown that it is extremely difficult, if not impossible, to compact these soils to suitable densities during wet weather conditions. We therefore suggest that consider- ation be given to the use of a clean granular material which would be workable during the winter season. we anticipate that the above will suit your present needs. If you have any • further questions concerning site preparation, or if we can be of further assistance in this matter, please contact us. Yours very truly, DAMES & MOORE By JKT:WJG:fm 3 Copies Submitted 8886-031-05 kck K. Tuttle Partner /,/ z 1. lt • • L. /, .. t `, 1 . �.. r,; . rr. Lir rri/II?lur:•• ^. 6, NCIPTMGC.TE c/=CLITI.t '..•,'Fr • I. '; .. r IQo•rw STREET • rk-rILE.wAsHINGTUN JC'•nr • I?f c,l s2_i4.2( • : Thr/ r. IC -44-0 . .. I',A r-0Fr4o P:i November 18, 1975 McCann construction Company, Inc. 8013 Perimeter Road South Boeing Field Seattle, Washington 98108 Attention: Mr. Lowell Gordon Gentlemen: Report of Consultation Settlement Behavior Proposed Project 295 Tukwila, Washington • •1• • '�. �'l.•i r• - This letter summarizes our consultation regarding potential settlement behavior of a proposed warehouse building which will be located on the north side of 180th Street, roughly 600 feet west of Andover Park West in Tukwila, Washington. The scope of our work for this project was included in our proposal dated October 27, 1975. This consultation was authorized on November 17, 1975 in a telephone conversation between Mr. Lowell Gordon of your firm and Mr. Jack K. Tuttle of Dames &'Mocre. Our study of settlement behavior is based on subsurface information and soil strength and compressibility data which we have in our files from previous investigations in this portion of the Southcenter complex. This information indicates that the thickness of compressible soils is relatively small in comparison to other areas to the north. In addition, we have observed the existing near -surface roil conditions during a recent site inspection. The evaluation of these conditions was based on surficial observations supplemented by six shallow test pits. The results of our site inspection were summarized to you in a letter dated November 7, 1975. In this letter. recommendations were given concerning site preparation and suitable fill material. We anticipate that the proposed development will consist of a one-story ware- house structure with a soil -supported floor slab at carloading height. The finish floor grade will be at Elevation 26.33, or approximately 213 feet above existing site grade. The warehouse will be of concrete tilt -up construction typical of that used in many buildings in the Southcenter area. The structure will be supported on shallow foundations bearing on fill. McCann Construction Company, Inc. November 18, 1975 Page 2 Based `on our previous explorations in the vicinity of the site and the information gained in our recent site inspection, we anticipate that the planned new fill will cause settlements of approximately 112 to 2 inches. This settlement should occur rapidly and be nearly complete roughly 1 month after the placement of the fill. Further settlement is expected to occur as a result of structural foundation loads and the anticipated storage loads across the floor slab. we estimate that approximately 1 inch of settlement will occur across the building area as a result of floor loads approximately 250 pounds per square foot. Differential settlements across slabs should be less than 11 inch in 50 feet. This estimate assumes adequate site preparation and fill placement. Our recent site inspection indicated that the existing fill soils at exterior footing levels, while adequate for at -depth support of floor slabs, would be marginally suitable for the direct support of foundation loads. In addition, nearby explorations to the west of the building location encountered only 1 to 2 feet of fill over relatively soft native soils. Consequently, we recommend that exterior footing locations be overexcavated to a depth of 2 feet below footing grade and a width of 1 foot to each side of the footings and backfilled with well -compacted granular fill material. The base of the footings should extend a minimum of 18 inches below the lowest exterior grade and should have a minimum dimension of at least 2 feet. For these conditions, the exterior footings may be proportioned using a total design bearing pressure of 2,000 pounds per square foot. Interior footings which are underlain by at least 4 feet of compacted fill may be designed using a total design bearing pressure of 2,500 pounds per square foot. We estimate that exterior footings designed and constructed in accordance with these recommendations will undergo settlements of up to approximately 1 inch. This would be in addition to settlement which would occur under the influence of the planned storage loads. Based on our analyses, we anticipate that the risk of significant damage to the structure due to differential settlements will be small for the planned type of construction, and that it is reasonable to proceed with construction without surcharging the site. It will be preferable to delay all construction for approximately one month after the carloading height fill is placed to minimize settlement of structural elements due to the influence of this loading. If floor slab or footing construction is undertaken while fill settlements are still occurring, some misalignment from design grades may be experienced. McCann Construction Company, Inc. November 18, 1975 Page 3 we anticipate that the information given above will fulfill your present needs. If you have any questions or would like further information, please contact us. JKT:WJG:fm 3 Copies Submitted Job 8886-031-05 Yours very truly, 1 DAMES & MOORS By Uck K. Tuttle partner CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanna,ci.tukwila.wa.us SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: 2 9.6— ,,6 -NOVA -770A1 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 5 y2 o S. /' 7)7' 57:- --v,�w /4_74, t LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 32-30Y6? /05 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: Phone: E-mail: /2O1E-)e.T ?moo zY.3210 Su1rE y/O 5i77-4 WA 9g1Dy FAX: 20A G2z/. 32.4-? 'Date: 2 - / S- /O FOR STAFF USE ONLY Permits Plus TYPE P-SEPA Planner: File Number: ' �'O0� b it. .�A Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: ( O ',D o ' NAME OF PROJECT/DEVELOPMENT: 2 9.6— ,,6 -NOVA -770A1 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 5 y2 o S. /' 7)7' 57:- --v,�w /4_74, t LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 32-30Y6? /05 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: Phone: E-mail: /2O1E-)e.T ?moo zY.3210 Su1rE y/O 5i77-4 WA 9g1Dy FAX: 20A G2z/. 32.4-? 'Date: 2 - / S- /O FEB 22 20101 COiliNirt DEVELO PfulEdT • • GREEN RIVER P1 GA18 631>INIIN AND VER PK E -3> W VALLEY HWY INTERURBAN TR OAKESDALE AVE SW • 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.: 3523049105 Address: 5920 S 180 ST TUKW Suite No: Applicant: KROESE, ROBERT RECEIPT Permit Number: E10-005 Status: PENDING Applied Date: 02/22/2010 Issue Date: Receipt No.: R10-00301 Initials: User ID: JR 1659 Payment Amount: $1,260.00 Payment Date: 02/22/2010 12:50 PM Balance: $0.00 Payee: KROESE, ROBERT TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - 1,260.00 Authorization No. 41227c ACCOUNT ITEM LIST: Description Account Code Current Pmts MAPS/PUBLIC/MAILING 000.341.500 SEPA 000.345.831 Total: $1,260.00 &i ti,p)2;. f{�inHylruh�t 2_cic BuTtat.it, AllitrtS5 '• 53 Co 5 K s. pA # = E1c,,-OoS— ADflI 1 s \ L10 - 0o YPrt/r Trea5e 5oul - b 14•tmnve--than-Vs! 210.00 1,050.00 PAYMENT DECEIVED doc: Receiot-06 Printed: 02-22-2010 rP, FEB 22 20101 .;„-TCity of Tukwila • _•naangered Species Act Screening Checklist Date: Applicant Name: /4 /4• " ZeR-C.E6 Street Address: /19 $ /11,4iN S7 E% Su/-TE City, State, Zip: 5iz , CO/1- 9g, 10+ Telephone: 2,(o. (o Zy. 3z -le) Directions This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please circle appropriate response. NO - Continue to Question 2-0 ES Continue to Question 1-1 (Page 3) 2-0 i 1 the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please circle appropriate response. 0 Continue to Question 3-0 YES - Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Pate 18-15). Please circle appropriate response. drok Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas. or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on-site during construction. Please circle appropriate response. NO - Continue to Question 5-0 441:10 Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please circle appropriate response. CDContinue to Question 6-0 YES - Continue to Question 6-0 • City of TukwiiaESA Screening Checklist Part A (continued) 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. NO — Checklist Complete YES Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. Continue to Question 1-2 YES - Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. `V Continue to Question 1-3 YES - Continue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to d yelopment (TMC 18.06.445). Please circle appropriate response. Continue to Question 2-0 (Page 2) YES - Continue to Question 1-4 City of Tukwi a ESA Screening Checklist Part B (continued) 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 2-0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter - breast -height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 1) YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) City of Tukwi a ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3-2 YES - Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-3 YES - Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross-sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross-sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. City of Tukwilc7ESA Screening Checklist NO - Continue to Question 3-6 YES - Continue to Question 3-6 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: A. BACKGROUND 1. Name of proposed project, if applicable: 295 Fidelity Building Renovations 2. Name of applicant: Robert Kroese, PKJB 3. Address and phone number of applicant and contact person: Robert Kroese c/o PKJB Architectural Group, PS 119 South Main Street, Suite 410 Seattle, WA 98104 206.624.3210 4. Date checklist prepared: February 14th, 2010 5. Agency requesting checklist: City of Tukwila, Department of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Construction start March 2010, as soon as possible 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Preparation of a hazardous materials report prior to demolition as required by state law. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? None known If yes, explain. 10. List any government approvals or permits that will be needed for your proposal, if known. City of Tukwila building permit and Design Review 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) 2 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: The proposal is to remove approximately 15,340 sf of existing office, 3,214 sf of existing warehouse and 1,067 sf of existing warehouse mezzanine. Construction will include a new building facade and new 3000 sf mezzanine. Exterior work will include the removal of approximately 1500 cu yards of earth and install a new parking area for approximately 89 cars. 12. Location of the proposal. Give sufficient information for a. person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 5920 South 180th Street, Tukwila, Washington B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): F a , rolling, hilly, steep slopes, mountainous, other: The site is flat. b. What is the steepest slope on the site (approximate percent slope)? No slopes on this site. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soil not exposed since the site is industrial and almost completely paved. Small sections of landscaping are planted and are covered in topsoil or grass d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No surface indications, no history known. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No filling or grading proposed. Site will have approximately 1,500 cu yards of earth removed from under the existing dock high building (existing dirt at or above existing paving elevation. Approximately 150 cubic yards 3 ENVIRONMENTAL (SEPA) CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant responses: of dirt will be backfilled against new footings and foundations. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, BMP temporary erosion control measures will be employed. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The existing site condition is close to 100% impervious existing, and there will be no change with proposed project. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: BMP'S and temporary erosion control measures will be employed. 2. Air g. a. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Demolition emissions include dust during removal of a portion of the existing building. Construction emissions from delivery and work vehicles during the construction phase. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: Demolition will not commence until the building has been reviewed for potential hazardous materials as required per PSCAA. If hazardous materials are found (including but limited to asbestos or products containing asbestos) they will be removed safely as required by law, prior to the demolition phase. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal 4 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. The Green River is approximately 1000' from the site. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No. Site is in Zone 'X', outside 500 year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No water will be withdrawn from the ground water, and no water will be discharged to the ground water. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals ...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No discharge of waste material from septic tanks or other sources into the ground or water. The site is served by a City sanitary sewer system. 5 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. No change of storm water volume to existing storm water collection system. Existing impervious roof area that is removed will be replaced with landscaping and car parking area. There are existing catch basins on site which collect storm water from the concrete and asphalt paving. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Continued routine maintenance existing storm water system and verification of proper functioning during construction. 4. Plants a. Check or circle types of vegetation found on the site: x deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other x shrubs x grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other x other types of vegetation (mature landscaping) b. What kind and amount of vegetation will be removed or altered? Some existing landscaping will be removed and selected landscaping will be salvaged and reused, and also new landscaping will be installed under this proposal. c. List threatened or endangered species known to be on or near the site. None known 6 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Selected landscaping will be salvaged including a mature red lace maple and reused and also new landscaping will be installed under this proposal per the landscape planting plans. 5. Animals a. Circle anybirds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, o_t'.her: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity for lighting and misc heat is currently used and will continue to be used. Gas heat for office areas is currently used and will continue to be used. There will be a net reduction in energy used due to updated fixtures and the project reduces the size of the existing offices by approximately 12,340 sf. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. 7 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: New lighting will meet or exceed current code requirements and will replace Tess efficient light fixtures from the 1970's. The building's office heat needs will be reduced by a reduction of approximately 12,340 sf and the new office area will serviced with new gas fired heating units. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe: Some hazardous substances may be used during construction in small quantities such as concrete sealers on the floor slab. Application and use of these types of materials is controlled by governing agencies. The proposed project itself is for a spec warehouse and is not considered an "H" or hazardous occupancy. 1) Describe special emergency services that might be required. 911 emergency services in the event of a construction accident. Otherwise, none anticipated. 2) Proposed measures to reduce or control environmental health hazards, if any: Adherence to applicable codes and ordinances during construction for potential hazards during construction. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? Surrounding noises will not affect our project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from site. Short term noise impacts will be construction related. As the project reduces the area of the building the net impact after construction will include a reduction in car and truck trips to the site. 3) Proposed measures to reduce or control noise impacts, if any: 8 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: Construction will adhere to city ordinances for permissible construction times and allowable noise thresholds. As the project will reduce the area of the building the net impact after construction will include a reduction in car and truck trips to the site. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The existing building and site use is office/warehouse. The property to the east is a furniture retailer/warehouse. The property to the west is a movie theater/cinema. Property to the north is a warehouse/distribution center and there is a business park to the south. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. The existing site contains an office/warehouse building of approximately 67,500 sf footprint. Total warehouse area is approx. 59,830 sf and total office area is 15,340 and warehouse mezzanine is 1,067 sf for a total existing building area of 76,246 sf. d. Will any structures be demolished? If so, what? Yes, approximately 15,340 sf of office, 3,214 sf of warehouse and 1,067 sf of warehouse mezzanine will be demolished. e. What is the current zoning classification of the site? TUC, Tukwila Urban Center f. What is the current comprehensive plan designation of the site? Tukwila Urban Center g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally critical" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? None residing at this site. For work, the project is a shell construction permit and does not include tenant improvements. The office area has 9 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: J• been reduced by approximately 12,340 sf and the warehouse area has been reduced by 3,214 sf, so there is a significant reduction in the building size. Estimated that 10-15 people would work in this building when completed. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed project is permitted in the current TUC zoning designation, per the City of Tukwila zoning code. The project is also required to be approved through a design review process. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest existing portion of the structure on site is approximately 31' feet tall above existing grade. The new proposed facade is approximately 33'-8" tall. Principal material is concrete masonry and glass curtain wall windows. b. What views in the immediate vicinity would be altered or obstructed? None 10 ENVIRONMENTAL (SEPA) CHECKLIST • Please respond to all questions. Use separate sheets as necessary. Applicant responses: c. Proposed measures to reduce or control aesthetic impacts, if any: Removal of existing dilapidated entrance and review of project under the City of Tukwila's design review process. 11. Light and Glare a. What type of Tight or glare will the proposal produce? What time of day would it mainly occur? No change to existing site lighting with exception of incidental landscape lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of Tight or glare may affect your proposal? None known d. Proposed measures to reduce or control light and glare impacts, if any: None proposed 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The site is about 1000' away from the west access of the Green River Trail with approximately 1,800' to the closest access to the Green River Trail on the eastern bank of the river. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. 11 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: No objects or places are listed on or are proposed for any national, state or local preservation registers on the site, and none are known to be next to the site. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. No landmarks or evidence of historic, archaeological, scientific, or cultural importance are known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation a. Identify public streets and highways serving the site, and describe the proposed access to the existing street system. Show on site plans, if any. The site is bound by South 180th Street on the south and by Triland Drive on the north. No new entrances or drives are planned, the existing drive on the north and on the south will be retained. b. Is site currently served by public transit? If not, what is the approximate distance to the .nearest transit stop? Not directly. A King Co. Metro bus stop to the east and west. c. How many parking spaces would the completed project have? How many would the project eliminate? Approximately 109 parking stalls are provided on site. 67 are required by the City of Tukwila zoning code. No parking spaces will be eliminated on site. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new road or street improvements required for the proposed project. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. 12 ENVIRONMENTAL (SEPA) CHECKLIST • Please respond to all questions. Use separate sheets as necessary. Applicant responses: Water or Air transportation, No. Rail, yes, the site currently is served by a rail spur which will remain, and will be shortened by approx. 50'. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. A net reduction in car and truck trips is anticipated. Peak volumes are anticipated to be at the same hours but will be reduced due to a reduction of 12,340 sf of office area and 3,214 sf of warehouse area. Estimated 10-15 employees to work on site during occupancy of the building. Proposed measures to reduce or control transportation impacts, if any. Net reduction in building area. g. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Fire protection or emergency services in case of an accident or individual health emergency. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities a. Circle utilities currently available at the site: , 'water, , telephone, gas refuse service septic system, other. electricity natural sanitary sewer b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in immediate vicinity which might be needed. No utilities will be required for the temporary storage use. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand the lead agency is relying on them to make its decision. • Please respond to all questions. Use separate sheets as necessary. Applicant respond ert Kroese, PKJB Architectural Group, PS Date submitted: 2-15-2010 • This checklist was reviewed by: Land Use Planner, Department of Planning and Development Any comments or changes made by the Department are entered in the body of the checklist and contain the initials of the reviewer. 14 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (Do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 15 ENVIRONMENTAL (SEPA) CHECKLIST • • Please respond to all questions. Use separate sheets as necessary. Applicant responses: 4. How would the proposal be likely to use or affect environmentally critical areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. 16 ENVIRONMENTAL (SEPA) CHECKLIST • • 295 FIDELITY BUILDING SYMBOLS 51151050 SECTION WALL SECTION DETAIL INTERIOR FN(5H WALL ELEVATIONS GRID LINES - COLUMN ROOM NAME RCM NAME AND NI 15034 1iv 1 ®FE. FIRE EXTMGd1151ER SEE SPECFICATION S REVISION TAG DOOR TAG ILLUMINATED EXIT 5KN ARROU NDI0ATE5 DIRECTION ILLMINATED EXIT SIGN 51114 EGRESS PATH LKd4TI0 WITH BATTERY' BACKUP 5T5TE11 EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM BUILDING DEMOLITION BUILDING OWER I5 TO PRONDE THE CONTRACTOR 51114 A 1AZARDO45 MATERIALS SURVEY INDICATING LOCATION Cf HAZARDOUS MATERIALS INCLUDLW BUT NOT LIMITED TO 45655105 AND FRODUCTS CONTAN555 ASBESTOS /IF ANY EXIST/. THE DEMOLITION CONTRACTOR 15 TO APPLY FOR .4 PERMIT TO.251055 HAZARDOUS MATERIALS OF AVT) WR14 THE FVGET 501110 CLEAR AIR AGENCY. NO DEMOLTION 15 TO COT1EHCE (14111 THE 6.1(1050 HAS 6EEN R 115014TED (F HAZARDOUS MATERIALS EX15T), AND THE DEMOLITION CONTRACTOR HAS RECEIVED A PERMIT FROM THE PWET 5081O CLEAN AIR AGENCY. SOILS REPORT BUILDING 15 DESIGNED WITH A BEARING CAPACITY OF 2000 P5F FOR O 0)411 4 DESIGN PER THE 50115 REPORT PREPARED BY DAMES 4 MOOR£. CONTRACTOR 15 10 VERIFY' THE BEARING CAPACITY OF THE SOILS AFTER DEMIOLITICN AT ALL NEW FOOTINGS 54114 SPECIAL INSPECTION CF SOILS EY 4 LICENSED 501L5 ENGNEER APPROVED FOR SPECIAL INSPECTION 54144 114E CITY Of 11.101(14 BUILD5G DEPARTMENT. VERIFY APPROPRIATE BEARING 541.15E AND REPORT FNDIVO5 TO 114E ARCHITECT AND STRUCTURAL ENGNEER PRIOR TO PO2R5G CONCRETE FOOTINGS. PLcfk' SITE & ZONING INFO. TAXPAYER - BOEING OREGON ME5A81 TRUST 1325 415 41.E 51I1E 9540 SEATTLE WA 35/01 TAX PARCEL RREER • 3523049105 PROJECT ADDRESS - 5920 5 Roth STREET 11101414, WA 95105 0055.2•@50 BUILDING CODE - 2006 INTERKATIONAL 8U G CODE 41/ 5 GOvER4IG ZONING CODE • TU KWILA MWICIPAL CODE 517E STATISTICS ZONE - IRBOFERTY TYPE - SITE AREA - (TUC) PAULA URBAN CENTER (C) CCMERC1AL 315 ACRE PROJECT SCOPE DEMOLITION a 150'0' LINER FEET OF T4E EXI5ING 5NT4ERN FACADE 625 i1' OF THE EXI5TIN 50111141EST FACADE AND 515 3/4 ' OF THE EX151NG SOUTHEAST FACADE N ORDER TO PRO ADE ADDITIONAL 5505.250 PAR:5G N FRONT CF 114E BIIILDNG NEW CON5T451011 N 1111 05541E NEW PARC56 A REPLACEMENT FACADE AND AN ACCESSIBLE ENTRY. 4 MEZZANME OF APPROXIMATELY 3000 501ARE FEET WILL REPLACE 14E EXISTING ONE TO BE DEMOLISHED. LEGAL DESCRIPTION 41250 FT MEAS AT R/4 TO 111134 FOLG DE 50 TR PORNO U4 OF NE V4 BEG NE CCR SD 0160 TH 5 1.51.33 W 1003.14 FT TH N 51-55-02 W 30 FT 10 5 MN ANDOVER PARK QE5T 1 1P06 TH CO415 N 51.55.02 41210 FT TH N1-51-33 E 21250 FT 114 N 51-55-02 41440.10 FT 114 5 1-51-33 41 553.89 FT TO A 11436 FT N OF 0/. OF 5180255T TH 5 01-50-09 5 65511F7 TH ALG CHINE TO LFT CENTER CF LLCM BEAKS W 21-26-23 W RAD 50 FT ARC 0151 52.51 FT 14851 0/4 OF 60-41-55 TOW MGN OF 45005534 PARK QE5T TH N 1-51-39 E 23566 FT TO TP06 VICINITY MAP VICINITY MAP NOT 10 SCALE EGRESS LIGHTING NOTES RAIDER NORMAL POKER, 114E ILL1111NA110N LEVEL 51441.1 BE NOT LESS THAN I FOOT-CANDLE AT EVERY PONT N 11E MEANS OF EGRESS ILLUMINATION SHALL BE FRONDED AT 144E RATE OF J WATT OF FLOURESCENT ILLUMINATION FER 50145E FOOT OF AREA PROVIDE EGRESS PATH LGHTNG W/ ILLUMINATED EGRESS 5=5 AND BATTERY BACKUP POLER PER 580 SECTION 1006.1 SEE FLOOR PLAN FOR LOCATIONS. BUILDING CODE INFO. EXI5ING BUILDING AREAS: FOOTPRINT: 61500 5F WAREHOUSE: 59530 5F FIRST FLOOR OFaCE: 1610 5F MEZZANINE OFFICE: 1610 5141;E1401SE MEZZANINE: 10615F AREAS DEMOLI54-ED: 15.340 5F OFFICE (INCL MEZZANINE) 3214 5F WW 10.15E 1061 SF WAREHOUSE MEZZANINE NEW AREAS ADDED: 3000 5F MEZZANINE E FOR F1TUE OFFICES NEW OVERALL 5111050 AREAS: 2006 NTER4ATIONAL BUILDING CODE WAREHOUSE - 54,446 5F OFFICE- 2,965 SF TOTAL 50UARE FOOTAGE - 60416 5F ALLn1uw F AREA: PER 2006 NTERNATICNAL BUILDING CODE SECTION 506 Al. (At /At X If) /At X 3)) • 53.25 5F Al• 11 If• .15 le• 3 BUILDING SETBACKS - FRONT SECOND FRONT SIDES REAR MAX 4450341 4110150 MAX. HEIGHT PROPOSED 6 FEET 5 FEET 10 FEET 0 FEET 115 FEET LANDSCAPE REOJIREMENT5- FRONT 5 FEET REAR NONE 5511050 STATI5TIC5- 001515I1CTICN TYPE - CCCUPANCY TYPE - OVERALL BUILD5G AREAS- 2006 IBC FIRST ROOK WAREHOUSE ARE. 8458/555 AREA MEl)4NME 51581555 AREA GROSS BUILDING AREA - OCCUPANCY 111-6 5PRNKLED 5-1 WAREHOUSE, 0151Ra/7104 54,446 SF 2,555 SF 2585 5F 60,416 5F FIRST FLOOR L WAREHOUSING 2. 625NE53 54,446 5F • 500 GSF / OCCUPANT OCCUPANT LOAD • 109 2,955 SF • 100 GEF / OCCUPANT OCCUPANT LOAD . 30 HEWS L 13USNE53 FIRST FLOOR OC. 09 2.985 SF • 100 G5F / OCCUPANT OCCUPANT LOAD • 30 MEZZANINE OL: 30 TOTAL BI11ONG OCC1PANT LOAD. 169 REQ'D PARKING 04441.4411! (115.1410 PIdOFERTU DANIA PARKING RECD PER DAVID KEHLE RAV 4 AGREEMENT • 143 TOTAL P505105D ON DANIA cm -LAND) PROPERTY• 121 REO'D CN 'Bali' PROP. PER RECIPROCAL PARK110 AGR5EMENT• /22) FIDELITY SITE (BOM/ FROFPRIY2 PROPOSED PROJECT PARCNG REQUIRED • 61 TOTAL STALLS PROVIDED •109 RE011RED WAREHOUSE 54,400 SF AT 1 per 2000 5F• 21 REQUIRED OFFICE.5510 5F AT 3 pa 1000 5F• 6 REQUIRED BY IECIFROCAL PARKING 4GRFFME7411 • 22 10141. PARKING REQUIRED THIS PROJECT: 61 ADA RECURRED• 5 ADA FRONDED.5 COMPACT 41_017. 32 COMPACT PRO/IDED• 26 TOTAL 8445810 550011;£0 8004 811E6. 194 PA22550 FRONDED BOTH 61TE5. 236 DRAWING INDEX SD 1 COVER 54551 5D 2 SITE DEMOLITION PLAN 5D 3 SITE PLAN 5D 4 ENLA 50 517E PLM! 5D 5 SITE DETAILS QM/. C I COVER 514EET C 2 EROSION 0O 11501 PLAN C 3 GRADING 4 UTILITY RAV C 4 DETAILS L °Et 6 LA 1 FLAMING PLAN LA 2 IRRIGATION PLAN eRCHIMS22,a. AU BUILDING DEMOLITION FLAN Al2 FLOOR PLAN 4/3 ENLARGED FLOOR FLAN AL4 ROLE PLAN A21 EL5)4411 45 422 EL5)44)1 45 A31 A32 SECTIONS SECTIONS 441 DETAILS 442 5C44ED1AL5-DOOR 1 CMm0J ME. Howl 50 STRUCTURAL NOTES 521 522 523 52.4 531 541 551 561 FOUN081104 PLAN MEZZANINE FRAMNNG PLAN ROOF FRAMNG FLAN CANOPY' FRAMING FLAN AND DETAIL5 STRUCTURAL ELEVATIONS AND DETAILS FOI 10411 4 DETAILS MEZZANINE DETAILS ROOF DE7AI15 PROJECT TEAM BOEING OREGON MESABI TROT 1325 4114 AVE SITE 9940 SEATTLE WA 98491 41R1112AL ENGREER 8141111P VAN HEI245GE74 PCB ARCHITECTURAL GROUPp5 12 OLDS STATION ROAD, SUITE B 1534410HEE, WA 98801 5096645101 411438CAPE ARPRRECT: LAUC4LLN R BETMNE 14JJC14LN R 6E144NE ASSOCIATES, NC. 2450 24115 RACE 5E MAPLE VALLEY, WA 9E038 425.4325511 AMMO. BOB KROESE PIU( ACRNIIECT16441 GROPp5 59 5. MAN 5T SUITE 410 SEATTLE, WA 50104 2066253219 fA E JAY D. DECKER PE. AP 641544, ROAD, 1 1411011505, NC. 2009 MINOR A5EMI8 EAST SEATTLE, I= 95102-3513 206.4030933 =mega1 TO BE DETERMINED PROJECT SCHEDULE 114E INTENDED PROJECT 5045041E 15 TO BEGN CONSTRUCTION WORK N SPRING OF 2010 AND 0040410E wow WITHN THE SEASON EROSION CONTROL NO ADDITIONAL 815850.10.15 AREA WILL BE ADDED TO THE 5115. IDR' IS LIMITED TO THE AREA CF THE EXISTING SUILDNG AND ADDITION OF LAND5CAP86. SEE CIVIL FOR EROSION CONTROL PLAT( F73 2?:13 corg DD SUBMITTED FOR OWNER APPRO 0 0 H O z O 0 8 0 m I 1 1 1 rn\ N N I 1 I I 1 I 1 1 1 0 • V, 3 !VI 0 Z 0 J_ M `WD } J 0 VJ N 0) z O Z ZZCCZ w ~ 2 CC Zoo• k E ig 0 CO CI w 0) REGISTERED ARCHITECT - OBERT A. KROESE STATE OE WAS010TOR DRAM KEL nccau RAK DATE 2/21/2010 SOLE A5 NOTED JOB WOKE 09047 SD -1 42C7' A. CO 1 m • i NOIII1OW3a V 0 x - —1` a. 0 5 0 GU 2141ICOMSBA f VERFY 01°52'27W(C) S01°51'39•W(DEED) 554.37(C) E L tIJ n4° F • • N _ gg 1111111 H1111111 r r 16 — I I iiI 1 1 t 1 /r-- a -- ; i i i I ° LA 1 I go0 0 n_o li E. gion a Bl' -5 3/4' g L A"l _ 1'J1T BWLODY• BAC, 4 cnr.El g_ 4' JI F __— ,_m__________—_-0.—_—_____—____1—_—_ --6:A.C2'IC}— —0—_—___—_—___ _____ p VERIFY S01°52'23•W(C) S01°51'37W(DEED) 41. n 3AIHO GMdll-lal o bog 6 N bog ;20 7 g Z QI 0 I g,6 V J {11111111111111111111111111111111111111111111 H11111111111111 H H+H-H IIIIIIIIIIIIIIIIIIIIIIII11111111111111 L DN$ N01°52'23•E(C) 272.57(C) -__ J 62 N01°51'39•E(DEED) 1 I. mV 0 238.67(DEED) N01 °51'39•E(DEE / ) N01°5723°E(C) 238.83'(C) r 411 a ANDOVER PARK W - 1003.74'(C)(DEED) SO1°572314/ (C) S01°51'39•W (DEED) 1322.37 295 FIDELITY BUILDING1 SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON L}6111 O U rchlt.ccur• + •njln a rin. f 1 110 BOUTH MAIN BTREEt/010 ` = : : 07 • Z 624 =AI Y2'q Li 112OLDSBTATIOH RD. BUTTE B ENATCHEE.WA• 061•01 P106166/•61. 66••160 9/9/09 1/11/10 2/8/10 2/19/10 PROJECT START DATE DD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT SUBMITTED FOR DESIGN REVIEW/SEPA BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS REVISION REVISION REVISION REVISION 0 4 501°52'23W(C) S01°51'3914/(DEED) 554.381C) 801°52231N(C) b --- S01°51'39W(DEED) 238.661DEED) N01°51'39'E(DEE ) N01°5223'E(C) 238.83'(C) ANDOVER PARK W 1003.741C)(DEED) ter, S01°5223W (C) S01°51'39W (0560) 1322.37 `::.295 FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON El 9 N01°5723'E(2L__ --_- 272.50'IC) _-_ N01°5-1"39T(DEED) 110 SOUTH MAN STREET .10 SEATTLE, WA NEM 12021 624 . 3210 F. 024 .3243 112 OLDS STATION R0. SURE 0 WENATCHEE. WA 04400 W0915M-5141 FAX NNW° 9/9/09 1/11/10 2/8/10 2/19/10 PROJECT START DATE DD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT Ff SUBMITTED FOR DESIGN REVIEW/SEPA BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS REVISION REQUIRED LANE 295 FIDELITY BUILDING SITE & BUILDING RENOVATIONS t\D 5920 S 180th STREET t\DTUKWILA, WASHINGTON REQUIRED LANE b •rent tttturn r •nglnn•ring SE0901f4 MAIN STREET 10 SEN ATTLE. WA R091 azA-3210 FAX 9:4-32v I12 OLDSSTATION9U.9UIIE 9 TCHEE. WA 99901 5'-0' MINI STALL • 9'-0' '5'-0' HPL' TYP. TP. 9/9/09 1/11/10 2/8/10 2/19/10 PROJECT START DATE 0' 0' 2 STALLS • OD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT SUBMITTED FOR DESIGN REVIEW/SEPA BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS REVISION RAMP UP MAX SLOPE 1:12 RAMP UP MAX SLOPE I:1 REQUIRED LANE SE0901f4 MAIN STREET 10 SEN ATTLE. WA R091 azA-3210 FAX 9:4-32v I12 OLDSSTATION9U.9UIIE 9 TCHEE. WA 99901 I3991 s9. -s191 411130 29'-8' 0 ( 5 5'-0' MINI STALL • 9'-0' '5'-0' HPL' TYP. TP. 9/9/09 1/11/10 2/8/10 2/19/10 PROJECT START DATE 0' 0' 2 STALLS • SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT SUBMITTED FOR DESIGN REVIEW/SEPA BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS REVISION REVISION REVISION REVISION CASTEL UNITE 016 CAP 8' RAISED LETTERS IN A CONTRASTING COLOR Armal ■_____—■ =====1111111111 O MONUMENT SIGN 1/2'=I'-0' 8' SPLIT -FACE CMU BURGUNDY RED, WITH TWO COATS !BLOCK SEALER NOTE: 3-'0' HANDRAIL REQUIRED ON STAIRS AND RAMPS. 3'-6' GAIJRDR4IL REQUIRED FOR DROPS GREATER THAN CABLE R41LRG SYSTEM 2' CPN CAPSTICNE 7 8' CFU WALL LANDSCAPING EXTRUDED CONK. LUR8 NEW ASPHALT. MATCH EXISTING. BASE COURSE n00O.0 b°cF OOoO p0 00 O.O o8eo )•o OD NOTE: CONTRACTOR TO MATCH EXIST. CONCRETE CURB. V2' RAD. III -III -III -III -III. T911la4I I—III-III—III—III-III-111—I =1 I I=1 I IIIIIII III III 111-1 I. FROVIDE EXP. JOINTS AT 25' OG MAX, AT CURvES, TANGENTS 4 CORNERS. 2. RN BARS CONT. THR1 EXP. JOINTS. 3. BASE OF CURB TO REST CN COMPACTED FILL. 4. SACK FPI. EXPOSED SURFACES. 5. PAINT EXPOSED SUR8ACE5 W/ (2) COATS TRAFFIC LINE YELLOW. CABLE RAILING DETAIL CURB DETAIL ® CONCRETE CURB I I/2'=I'-0' I IR'=I'-0' 1 112 .1•-m, BOE WNIett HT. vARES SEE PLAN 2' CMU CAPSTIONE B' CMU WALL NOTE: 3-'0• HANDRAIL REQUIRED ON STAIRS AND RA111.5. 3'-6' GAUR DRAIL REQUIRED FOR DROPS GREATER THAN 2'-6'. _TQEOE 51 AP H . vARIES CHAFFER m i (3) 9 84R TIES •)0 0C. TOP OF B 3' CLEAR (TYPICAL) '1 111111=111111 II 1111=111111„-111111„ ANCHOR BOLTS AS REVD 8T LIGHT POLE MR (61 5 BARS vERT. EQUALLY SPACED CONC. BASE III=111111=111111= 111111„„-111111„„-111' -111111—IIIIII—IIIIII- E =111111111111—II Ii-111111=111111=11 mnnn 111=111111=1 11111 E 111111- 11II111IIIII 111111'„1IIIIII1'I1 IR-111111E11' 911=111111L—'1111_=111111=IIP -'IuI1=111111 mi1111= m'-Insavial - RAMP RAILING DETAIL LIGHT POLE BASE O11/2'=1'-0' ® I/2'=I'-0' 2'-6• TRAFFIC LINE UNITE PROVIDE PANTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED CN PLANS 8'-0' WIDE - CQ'1PACT (C) 8'-6' WIDE - MEDM1 (M) S'-0' WIDE - FULL (F) ▪ BAR TIES ▪ B' 0C. 2'-0' CURB 0VER4ANb ALOUD ON MED1111 AND LARGE STALLS LENGTH DIRECTIONAL ARROW PARKING STRIPING I/2'=1'-0' 1/2' = I'-0' PROVIDE STMBOL M ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN MMMM II 1 AMn ■ ■..I 11 11 =211' OI-"-""'"1OCO2CC. •.I 1E1 ENI MEL 1 o7 raiOCo7YC707Yr18 C -ase= mo til 11 0 11 MP"- \■ ■ 11P,N1 MIL n' NEI M H.C. PARKING SYMBOL WALKWAY STRIPES PANTED CN SURFACE (I1HI1TE) PANT EXPOSED PORTION OF STEEL PIPE WW (2) COATS TRAFFIC LINE YELLOW ROUNDED CONC. CAP 6' DIA 511. PIPE COL FILLED W( CONK. CEMENT WASH I I I-III—I 11 11—I 1 1-1 I I - 1I I I-1 I -IIIIII—I IIII-III I -I HEIR 111 -III -III-III- -III-III _ J11— ■■—IIII 11_ ;rill I-ISI- O BOLLARD I/2'=1'-0' STANDARD I(-0' VAN 3' DIA CONC. FOOTING ACCESSABLE STALLS I/8' = I'-0' PROVIDE SIGN • ALL HANDICAPPED PARKING STALLS INDICATED CN SITE PLAN P_0• MONONA 00 0 • SHITE LETTERS 4 SYMBOLS ON BLUE BACKING METAL SIGN, BOLT TO FIFE COLUMN IT X 16' VAN ACCESSIBLE SIGN AS REV PER RAN 3' DIA PIPE COL W/ (2) COATS ENAMEL (11-111E) EMBED 18' INTO CONC. GRADE 8' DIA 424' DEEP CCNC. FOOTING 4-4 ACCESSIBLE WALKWAY H.C.PARKING SIGN 1/2'.1'-0' 1/2'.I'-0' DU'AIY -IOW 4' CCNC. SLAB BROOM FIN. W/ 8.6 - W1.44)04 UW11 RADIUS CORNER BASE COURSE (2)-04 CONT. O CONCRETE CURB 1 I/2'=I'-0' RAMP MN. I RAMP MR / 16 12 ! . 3'-10' ) 3'-10' ) (-10' .46 gK FEBP, r ® ACCESSIBLE RlMP-- 1/4' 0 DD SUBMITTED FOR DW 0 O O 2 BUILDING DEPART 0 0 2 0 m 3-1a f —1 7. + REGISTERED ARCHITECT BERT A. 1610ESE STATE IK WASHIHGT. DRAWN KEL CHECKED RAH DATE 2/19/2010 sTxE AS NOTED JOB SIANSER 09047 SD -5 2009134.01 LAYERSTATE: , TWP. 23 N., RGE. 3 E., W.M. 1251 ANDOVER PARK WEST TUKWILA, WASHINGTON GENERAL NOTES: 1. LOCATIONS SHOWN FOR EXISTING UTIUTIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTIUTIES INSPECTOR AT (206) 433-0179. 3. REQUEST A PUBUC WORKS UTIUTY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING (206) 433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBIUTY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMITS(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDEUNES 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 GUIDEUNES AND DESIGN 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. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL 8E WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83-91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWLA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY. EASEMENTS. AND ACCESS TRACTS. CONSTRUCTION NOTES: 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PREMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS: A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM NE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AND ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PRE -APPROVAL FROM NE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. CONTRACTOR NOTES: 1. CONTRACTOR TO VERIFY ALL INFORMATION OF EXISTING CONDITION PRIOR TO CONSTRUCTION. 2. USE CITY OF TUKWILA STANDARD PLANS WHERE APPUCABLE, GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABUSH THE CLEARING OMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABUSHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT V.ILL REMAIN UN- WORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR TWO DAYS OF MORE. IN ADDITION TO COVER MEASURES. NE CONTRACTOR SHALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN -WORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UN -WORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A UEN AGAINST HE PROPERTY WHERE SUCH FACIUTIES ARE LOCATED. 8. DURING THE UFE OF NE PROJECT, THE PREMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS. DRAINS. DAMS, STRUCTURES. VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON NE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL LAWS. 11. AS NE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL NE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED. INSTALL AND ESTABUSH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS. AND ADJACENT PRIVATE PROPERTIES AND PUBUCRIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT NE TIME OF NE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBUC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY NE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM NE PUBUC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS. STORM WATER DRAINAGE SYSTEMS. CONTROL MEASURES AND OTHER FACIUTIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACIUTIES. E. INSPECT ACCORDING TO APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. GRADING AND EROSION CONTROL UTILITY NOTES: VICINITY MAP 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A TRENCH WIN A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTES. 3. ADJUST ALL MANHOLES, CATCH BASINS. AND VALVES IN PUBLIC RIGHTS-OF- WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT -KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLET WITH 'DUMP NO WASTE'. OWNER TRI LAND CORPORATION ARCHITECT PKJB ARCHITECTURAL GROUP, P.S 119 SOUTH MAIN STREET, SUITE 410 SEATTLE. WA 98104 SURVEYOR BUSH. ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: JAMES HARPER, P.L.S.. (206) 323-4144 CIVIL ENGINEER BUSH, ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: JAY DECKER, P.E. (206) 323-4144 SHEET INDEX: COVER SHEET C1 EROSION CONTROL PLAN C2 GRADING & UTILITY PLAN C3 DETAILS C4 NOT TO SCALE l.. FS 2 n s.^rr U Z Xo:7o O VI $000 (11 U 0 `a J `V Vl C_ F W z O 5 0 ¢¢<§ w J 31np _ > V) 0 oP21 =3 qroao COVER SHEET 1251 ANDOVER TRI -LAND CORPORATION WASHINGTON emm by JAL RGG 1'=20' aa. 12/24/09 2009134.01 „,.„ C1 al 4 I 2009134.01 • FF -E=29 16' 1 h•. © % DESCRIBED LIMITS OF " BLANKET TELEPHONE EASEMENT, REC. 110. 25547•:1 BOE NG MESABI OREGON T?JST FIDE_ITY WEST .=.920 5. 150TH ST. 1 -:STORY 00195. BLDG. 67.468 SQUARE FEET FAX# 35"2304-9105-:3 BLDG HT -56 02.-*( :4 t '1 3-W(R) 1 —cors. STAIRS FFE-2'5 22 7 • .E. 1 /4 SEC. 35, I WP. 2.5 N., Ha. to .5 L., W.M. „DNC • STAIRS C4 — ___ =n•'Pl II I — "t 00 0 N ,0 •S iiti 2"G(P) ;r, 4 ®1. : •i. FTJTIULU!IrIJi Ll F; L -1 19 t- 1 i` 1K•1 I El I L CB PR01ECTIOfF (SEE DETAIL) 1 P.S. NLET TE= 25.69' E=24.19' (5'PVC 0) ®®®®®®®®®®®®®®®®®15 t IE=24.32'(5"PVC N, IE=24.37(6"PVC S) SSMH TE=27.90' COC=1E 70' Lill FENCE (SE" DETAIL) NG Ir POORSTRIPICOMGlITION -®tom ® ® • ® ROOF STAIRS 10. 143, ID 6 i- 0. E. -FILTER CAP( R) WATER VALVE CASING AT SURFACE CONI. STAIRS -BLDG. H 1.=56...5:5' EOCK STAIRS 0 FIRE HYDRANT INSET INTO BUILDING WALL • BLANKET TELEPHONE \ EASEMENT, REC. \ NO. 2554741 CONSTRUCTION SEQUENCE 1. ARRANGE PRE—CONSTRUCTION MEETING VATH CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REPRESENTATIVE 2. MARK LIMIT OF CONSTRUCTION. 3. INSTALL CATCH BASIN PROTECTION. 1 4. INSTALL SILT FENCE 5. MAINTAIN EROSION CONTROL MEASURES. AS SI1E CONDITIONS CHANGE RELOCATE OR INSTALL NEW MEASURES AS REQUIRED SO THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN (kCCORDANCE VATH CITY STANDARDS. 6. COVER AU_ AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TI,V0 DAYS DURING THE WET SEASON VATH STRAW, WOOD FIBER MULCH, COMPOST, 'PLASTIC SHEMING, OR EQUIVALENT. 7. STABIUZE ALL AREAS WITHIN SEVEN DAIrS Of REACHING FINAL GRADE. 8. PAVE NEW PARKING AREA. 9. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE METAL e ,-STAIRS 4E "DEC 15111515/ ES As lir=5 PLA \ TER STAIRS HELMER'S MUSIC 1207 ANDOVER PARK TAX# 352304 -0092 - TRI —I_ AND CI:ORM:RATION DAM FLIFNITUFE 1251 ANDOVEE I- AP,. WEST D9,908 5:0UAFE FEET 1 LEGEND SILT FENCE CATCH BASIN PROTECTION LIMITS OF CLEARING GRAPHIC SCALE INLET IE=22.115' / UTILITY EASEMENT. REC 15161313111511 H STAIRS S 180th STREET SI IF HhNCHMAR "H" 1467•51 227A C) TE=26.12. IN E. SIDE 4XT4 Z6/i ,ct- ;4! • ce LJ 6 EROSION CONTROL PLAN cri 1251 ANDOVER PARK TRI -LAND CORPORATION WASHINGTON ▪ by JAL OW. by RGG wale data 12/24/09 • 2009134.01 • C2 4 2009134.01 .E. 1/4 SEC. 35, I WP. 23 N., NGL. s E., W.M. 0 Z I .^ KIR • w a w02L) 0O I I 1 1L) ER I I -I� 1 0 wZ I I 11 1 8"FILTER CAP(R) - - CASING VALVE CASING AT _ �-- _SURFACE FFE=29 16' FIDELITY BUILDING AREA OF WORK DESCRIBED LIMITS OF BLANKET TELEPHONE EASEMENT, REC. NO. 2554741 BOEING MESABI OREGON TRUST BLDG. HT.=56 02' FIDELITY WEST 5920 S. 18OTH ST. 1 -STORY CONC. BLDG. 67,488 SQUARE FEET v1 TAX# 352304-9105-03 Il EM FIFE=,29. ' �M 27.69 8"W(R) in Z as V U CJ m 'T a • a 93/3 RI RI I II II Z ..1 w • 25.71 25.8± • 25.57 n 9 u 1 INLET U,t"- TE=25.69' U IE=24.19' jtl 1 (8"PvcS)�\/ 1 25.5* • 25.63 • 25.11 2"G(P CONNECT TO EXIST. CB •d 25.5± IE=22195.29 0 0 EXIST. BLDG. FF=29.2± 29.10 0) 0 0 h CJ C9 L- 1.1 w 5.8± 5 7± a �^" ' E=22.680 25.87 cn rf) rrj �I CAS▪ ► B 1 � 1 STO' MFII- - 3-'ARTR TE 5.2' 6. 0 O 0 0 9 • 25.35 25.1 t EM FTI I. r f '- I. ^ ' BLDG. �� �� HT.=56.35' 771 r•+4 I'I . I. "� I L GM ccr �'� '9,. I i EAT SA WCUT - 11 RELOCATE EX. WATER-M€7IIt1 & INSTALL REDUCED PRESSURE PRIN A"��.BLY (RPPA) I t0IIATELY DOWNSTREAM 0 EXIST. 1-1/2' WATER METER J / / WATER NOTES •25.84 Lai J w 1 1. THE EXIST. 8"DETECTOR DOUBLE CHECK VALVE ASSY. o w -. NEEDS TO BE TESTED ON AN ANNUAL BASIS. X < 1 2. CONTACT THE TUKWILA FIRE DEPARTMENT FOR STORZ I /j, KNOX LOCK BOX ORDERING INFORMATION. 0 0 `25'44 w o : = 1 -'``3. RPPA SHALL BE IN HOT ROCK/BOX OR EQUAL FREEZE :J n -� I ,r PROTECTION ENCLOSURE ANCHORED INTO A 24'x50'x4'I 1- ; 11 0 I 1 CONCRETE PAD. V) {N1 w 3 . ___A7_,11 1 i1 • / �,%___1,/_.,_7_,„._ 1, �I ltr- CANDSCAPE l� 1L I1 i D (TYPICAL - FIRE HYDRANT INSET INTO BUILDING WALL DESCRIBED LIMITS OF BLANKET TELEPHONE EASEMENT, REC. NO. 2554741 - 4 I '9 IE=22.90 c_�, �. I SMH 48") 2]2] (SEE DETAIL SHT. C4.0) (-\..t.:(5 TE=25.99' • 2T:na () • 25.80 • 26.56 <� COC -16.09' 11 •2625 •26.15 �� 25.9U NI n, ''� 1 . 7 UTILITY EASEMENT, REG. ` �I(6"CP EW CUREV15' UTILITY EASEMENT. O �.a"j N) EW CURB (TYp,) REC. _NO,.,..„:840_80_705J - NO 7312190674 ` -� 12"CP E,W) (TYP,) 5.91 E5(P ``...4t- _=_. `kL` - - �•.sr-=sem ` 2676 26. ---.?_ 11.i/G. .2-,72- w 28.25 �7- LTG(P) 10"W(P)-. i6.o9 S87'50'09"E(DEED) ED(P) sL(P r INLET - - . _ TE=26.42' MODIFY EXIST. FIRE DEPT. SEE LANDSCAPE PLAN) REMOVE EXIST. ASPHALT PAVEMENT (TYP.) 25.61 S?P:SACO" M 27.23 .""••-•- ED(P) <-1 IE=24.72'(8"CP S) CONNECTION (FDC) WITH _ _ S 180th STREET STORZ KNOX LOCK BOX =>.N87-51 52"W(CT _ 1429.28'(M) 25.81 25.63 26 -- L WACO ENTERPf HELMER'S MUSIC 1207 ANDOVER PARK 1 -STORY CONC. BLOCK TAX# 352304-9092- N 87'54' 18"W(C) N87'55'02"W(DEED) TRI -LAND CORPORATION DANIA FURNITURE 1251 ANDOVER PARK WEST 1 -STORY CONC. BLDG. 99,908 SQUARE FEET TAX# 352304-9103-05 EXISTING BUILDING TO REMAIN NO WORK 1 GRAPHIC SCALE 10 20 E INLET TE=24.p5' 10 IE=22.115' UTILITY EASEMENT, REC I// 28.14 /8'CMR E) NO. 7312190674 -4" 25.7 1 1/�/ _71_1 7� 1 L z7 25.]8 - --'PRIVATE DEti----- ==Arx'- -L2" SS_ GRASS S87°50'09' DEED1 1 Sts7 SrTTE(C) _ = ,--ED(P) ( IN FEET ) 1 Inc, a 20 R • 14 al 15' UTILITY EASEMENT, RE.c,-ND_ 8_411807051_5 _ _ 31 8"SD 57-7 0 _ _ I SITE BENCHMARK "B" CHISELED SOUARE SET IN BACK z-> "SPEED LIMIT 35 MPH" S 180th STREET IN E. SIDE WALK. OF WALK, S. SIDE OF 180TH ST. EL=28.62' N87'51 02%,(C) I-429728'NY "DVS STOP"--. SSMH(48") - TE=26.12' COC=15.37' (12"CP E,W) (8"CP N) GRADING & UTILITY PLAN 1251 ANDOVER PARK WEST TRI -LAND CORPORATION WASHINGTON 0 9A.n by JAL .1399499 6y RGG .9w 1"=20' 12/24/09 196 99 2009134.01 C3 4 8' 0 OUTLET 541)0 (SEE NOTE 5) WEIR WALL SCUM BAFFLE SQUARE ACCESS COVER CONCRETE COLLAR (SEE NOTE 6) INLET STUB (OPTIONAL) (SEE NOTE 5) 3 -CART. CATCHBASIN - PLAN VIEW SCALE: N.TS RECTANGULAR ACCESS COVER UNDERDRAIN MANIFOLD 7-11 1/8' CLEANOUT / OUTSIDE �8' 0 OUTLET PIPE ACCESS PLUG J (SEE NOTE 5) 3 -CART. CATCHBASIN - SECTION VIEW SCA. N.T. STORMFILIER CARTRIDGE (TVP) TR STOTDFFAT00 6 9LGR&5T RR SImm8PATENT No.0. 5.322.020, 80, No. 5,721,600, NO. 0.000,0.90. No. 5,676,576, AND OTHER OS AND FOREIGN PATENTS PENDING DATE BY REVISION 1/3 1 STEEL CATCHBASIN STORMFILTER PLAN AND SECTION VIEW STANDARD DRAWING - 3 -CARTRIDGE UNIT 0E9GNE0 DRAWN BY:Lw— D 1E: IPNQER 43- 10040744 OLE NAME 1/12/04 XXxx 4850-3-5064 STORMWAMER r (800) 548-4667 Iwo VuoceR E. 1/4 SEC. Sb, IWP. 2s N., RGE. 3 t., W.M. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. b1=III-bIL-11 =11 L- d b� �= d LI = III •-J EI Ed HI 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2'x2' BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4'x4" TRENCH 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT BACKFILL TRENCH WITH NATIVE SOIL3/4'-1.5' % WASHED GRAVEL /j 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT 15 IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT 15 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE SQUARE RONFORONG BARS ACCESS (SEE NOTE 6) 5 5/8' COVER INLET GRATE RECTANGULAR OVERLAP 9 3/ ACCESS COVER ..r . o• 4: • 3 3/4' • BB 1 BBB:BB BB_BBB_B 2'-2 3/8' N900 RIM• 4- 0 OPENING PERMANENT POOL ELEVATION INSI 2'-2DE RI3/8M' 2'-2 3/8' INSIDE RIM 8'-2 7/8' OUTSIDE RIM 3'-9 1/4" INSIDE RIM 3 -CART. CATCHBASIN - TOP VIEW SG. MTS. 5- I 3/4' 4 3/4' 2•-2' 11 I /4' INLET STUB (OPTIONAL) 8' 0 OUTLET STUB (SEE NOTE 5) 2' 0 OUTLET PIPE FROM UNDERDRAIN 3 -CART. CATCHBASIN - SECTION VIEW SLIM Mrs 1 LIFTING EYE (TYP OF 4) CARTRIDGE SUPPORT 3 -CART. CATCHBASIN - SECTION VIEW SUL ffi STORNIATR 1114NAG9@77 Storm/111W 0.8. POUT No. 4772.621), No. 5,721,677, No. 6.000.0.10, No. 5.674.570, IND OTHER OS. IND FOREIGN 217619 PR6QiG 1E1 12/31 BY Ca/pailq 2 STEEL CATCHBASIN STORMFILTER TOP AND SECTION VIEW STANDARD DRAWING - 3 -CARTRIDGE UNIT DESIGNED 8 :6.0_ DROWN BY:J"JL DATE: IPRO.ECT NO.: !DRAWING nu NAME 1/12/04 0101 0650-3-9000 STORMWATER r reit 1110. (800) 548-4667 STANDARD STRENGTH FILTER FABRIC GRATE 11 11= I MAINTENANCE STANDARDS CATCH BASIN 11 NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN 1 EROSION OF SLOPES. 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER. AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC CB PROTECTION GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND. OREGON 800/548-4667. 2.) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3.) STEEL STRUCTURE TO BE MANUFACTURED OF G' STEEL PLATE. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) CB5F EQUIPPED WITH 4' LONG STUBS FOR INLET (IF APPUCABLE) AND OUTLET PIPING. STANDARD OUTLET 57418 I5 8' IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH OUANTTY (2) 64 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7.) ALL STORMFILTERS REOUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDEUNES FOR DETAILS. 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO 8E SPECIFIED ON 517E PLANS. 3—CARTRIDGE CATCHBASIN STORMFILTER DATA DESIGN WATER QUALITY FLOW RATE (cfs) 0.081 PEAK FLOW RATE (cfs) 0.346 RETURN PERIOD OF PEAK FLOW (Xs) 100 ! OF CARTRIDGES REQUIRED 3 CARTRIDGE FLOW RATE (15 CPM 51D) 15 MEDIA TYPE RIM ELEVATION 25.20 (CHECK: RIM - IE -OUT - 2.31 DIAMETER INLET STUB N/A N/A OUTLET STUB 22.90 CIRCLE CONFIGURATION: OUTLET INLET OUTLET n ren pafil LJ INLET NOTES/SPECIAL REQUIREMENTS: 7R 710EY0Iffi INIGRRI Storm/Mu OA PATENT ENT No.No. 6,022.029, No. 5,707,671, No. 6.677,670, No. 607.4,570. IND Old OS. MO FOREIGN PITENIS PENDING 13/31 DATE m�o/m BY REN9ON To 3 STEEL CATCHBASIN STORMFILTER NOTES AND DATA BLOCK STANDARD DRAWING - 3 -CARTRIDGE UNIT DESIGNED DRAWN BY: DATE IPIRQECT NO.: IDRARING FRNAME 1/12/6 .XX CBSF-3-9.066 t�. STORNWATER ruuAAAAT 000.1 r f";- (800) 548-4887 1 Mj CZ -J W 0 TRI -LAND CORPORATION WASHINGTON mo.A 6y JAL chocked by EGG .m. dot. 1'=20' 12/24/09 p6 su 2009134.01 A�< C4 ., 4 - 1 "..._____./1 `....„___.") '1 '- . .. .` • r ' SCUM BAFFLE SQUARE ACCESS COVER CONCRETE COLLAR (SEE NOTE 6) INLET STUB (OPTIONAL) (SEE NOTE 5) 3 -CART. CATCHBASIN - PLAN VIEW SCALE: N.TS RECTANGULAR ACCESS COVER UNDERDRAIN MANIFOLD 7-11 1/8' CLEANOUT / OUTSIDE �8' 0 OUTLET PIPE ACCESS PLUG J (SEE NOTE 5) 3 -CART. CATCHBASIN - SECTION VIEW SCA. N.T. STORMFILIER CARTRIDGE (TVP) TR STOTDFFAT00 6 9LGR&5T RR SImm8PATENT No.0. 5.322.020, 80, No. 5,721,600, NO. 0.000,0.90. No. 5,676,576, AND OTHER OS AND FOREIGN PATENTS PENDING DATE BY REVISION 1/3 1 STEEL CATCHBASIN STORMFILTER PLAN AND SECTION VIEW STANDARD DRAWING - 3 -CARTRIDGE UNIT 0E9GNE0 DRAWN BY:Lw— D 1E: IPNQER 43- 10040744 OLE NAME 1/12/04 XXxx 4850-3-5064 STORMWAMER r (800) 548-4667 Iwo VuoceR E. 1/4 SEC. Sb, IWP. 2s N., RGE. 3 t., W.M. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. b1=III-bIL-11 =11 L- d b� �= d LI = III •-J EI Ed HI 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2'x2' BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4'x4" TRENCH 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT BACKFILL TRENCH WITH NATIVE SOIL3/4'-1.5' % WASHED GRAVEL /j 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT 15 IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT 15 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE SQUARE RONFORONG BARS ACCESS (SEE NOTE 6) 5 5/8' COVER INLET GRATE RECTANGULAR OVERLAP 9 3/ ACCESS COVER ..r . o• 4: • 3 3/4' • BB 1 BBB:BB BB_BBB_B 2'-2 3/8' N900 RIM• 4- 0 OPENING PERMANENT POOL ELEVATION INSI 2'-2DE RI3/8M' 2'-2 3/8' INSIDE RIM 8'-2 7/8' OUTSIDE RIM 3'-9 1/4" INSIDE RIM 3 -CART. CATCHBASIN - TOP VIEW SG. MTS. 5- I 3/4' 4 3/4' 2•-2' 11 I /4' INLET STUB (OPTIONAL) 8' 0 OUTLET STUB (SEE NOTE 5) 2' 0 OUTLET PIPE FROM UNDERDRAIN 3 -CART. CATCHBASIN - SECTION VIEW SLIM Mrs 1 LIFTING EYE (TYP OF 4) CARTRIDGE SUPPORT 3 -CART. CATCHBASIN - SECTION VIEW SUL ffi STORNIATR 1114NAG9@77 Storm/111W 0.8. POUT No. 4772.621), No. 5,721,677, No. 6.000.0.10, No. 5.674.570, IND OTHER OS. IND FOREIGN 217619 PR6QiG 1E1 12/31 BY Ca/pailq 2 STEEL CATCHBASIN STORMFILTER TOP AND SECTION VIEW STANDARD DRAWING - 3 -CARTRIDGE UNIT DESIGNED 8 :6.0_ DROWN BY:J"JL DATE: IPRO.ECT NO.: !DRAWING nu NAME 1/12/04 0101 0650-3-9000 STORMWATER r reit 1110. (800) 548-4667 STANDARD STRENGTH FILTER FABRIC GRATE 11 11= I MAINTENANCE STANDARDS CATCH BASIN 11 NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN 1 EROSION OF SLOPES. 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER. AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC CB PROTECTION GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND. OREGON 800/548-4667. 2.) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3.) STEEL STRUCTURE TO BE MANUFACTURED OF G' STEEL PLATE. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) CB5F EQUIPPED WITH 4' LONG STUBS FOR INLET (IF APPUCABLE) AND OUTLET PIPING. STANDARD OUTLET 57418 I5 8' IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH OUANTTY (2) 64 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7.) ALL STORMFILTERS REOUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDEUNES FOR DETAILS. 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO 8E SPECIFIED ON 517E PLANS. 3—CARTRIDGE CATCHBASIN STORMFILTER DATA DESIGN WATER QUALITY FLOW RATE (cfs) 0.081 PEAK FLOW RATE (cfs) 0.346 RETURN PERIOD OF PEAK FLOW (Xs) 100 ! OF CARTRIDGES REQUIRED 3 CARTRIDGE FLOW RATE (15 CPM 51D) 15 MEDIA TYPE RIM ELEVATION 25.20 (CHECK: RIM - IE -OUT - 2.31 DIAMETER INLET STUB N/A N/A OUTLET STUB 22.90 CIRCLE CONFIGURATION: OUTLET INLET OUTLET n ren pafil LJ INLET NOTES/SPECIAL REQUIREMENTS: 7R 710EY0Iffi INIGRRI Storm/Mu OA PATENT ENT No.No. 6,022.029, No. 5,707,671, No. 6.677,670, No. 607.4,570. IND Old OS. MO FOREIGN PITENIS PENDING 13/31 DATE m�o/m BY REN9ON To 3 STEEL CATCHBASIN STORMFILTER NOTES AND DATA BLOCK STANDARD DRAWING - 3 -CARTRIDGE UNIT DESIGNED DRAWN BY: DATE IPIRQECT NO.: IDRARING FRNAME 1/12/6 .XX CBSF-3-9.066 t�. STORNWATER ruuAAAAT 000.1 r f";- (800) 548-4887 1 Mj CZ -J W 0 TRI -LAND CORPORATION WASHINGTON mo.A 6y JAL chocked by EGG .m. dot. 1'=20' 12/24/09 p6 su 2009134.01 A�< C4 ., 4 • TRILAND DRIVE • S 180TH STREET LANDSCAPE PLANTING PLAN 10' 20' .40' SCALE: 1"=20'-0" 80' 4\ NORTH SE MAP FROM PKJB ARCHITECTS, SEATTLE, WA. (4 00cf PLANT MATERIAL LEGEND • Abrcn Common Name Botanical Name She Meer BHM CFP HC JMSK RE1JLLM VM WAC WRC shrubs: CBJB FPNAN EH EUON HYD LAV NZF OG OLL •SBV STM YOD BowHa1 Maple Capital Flowering Pear Hooke Cypress Japanese Maple Saogo Koko Rebated Laeela1Jepa0ese Maple - Vine Maple Weeping Alaska Cedar Western Red Cedar Crimson Pygmy Japanese Barberry Fire Power Dwarf Nautilus Evergreen Huckleberry Euooymus- Burning Bmh Peegee Hydrangea Q esti Spanish Lavender New Zealand Flax -Purple Oregon Gape Otto Loyken Laurel Spring Bouquet Viburnum Strawberry Madrona Yellow Osier Dogwood Bbehrgroard aver F Blue Femme BMG Black Moods Grass cq Cotoneamter- to match existing CTY Caadyaf DEG Dwarf Foaotlao Grab DPG Dw. Pampas Gass Ivory Feathers DLYA Day Lilly DLY B Day Lilly DLY C Day Lilly ' DOG �' J' Dwarf Oregon Gape PRG HT' -V MFG OS Feather Reed Grab Mediterranean Hather Mexican Fouotiao Grab Orange Sedge Acer fulmar, •BowHadl" Pyres caUeryana "Capitol" Chamaeryparbobewa "Hooke" Acer palmatum "Sango Kaki" Ace,patmatam "Directam deer ehdnar m Chamaecypmb eooktIncub ThoJaplicate Berborb thaabergiCrasma Pygmy' Nandaa domWka "Compasta• Fareham maims Euonyma, data "Campada^ Hydrangea paolalaa •Grandfom' Laaandulo'leeches VIM Quart" Phomram tenaz Aulroporpuron' Mabooa agoifalam Prunus aorocerasas "Otto Luyken". Viburnum tkms "Spring aoudad.' Arbutus mato Comasfarobna Fermin Drina "Gleam' OphiopogeoJaponkus Cotuneaster damertl 1 alJB&B 1" eaL/B&B 7' hgOJB&B B' hgtJB&B, Specimen specimen 6' hgtlB&B 1- 6',1-8' and 1-10' hgtl6&B 8' hgt./B&B 12" hgtJane 12" hgUcont. 12"X12^/cont. 24" hgtJant. 24" hgUcoot. 2 gal./cont. 24" hgUeont. 24" hgUcont. 18-21"/B&B, matehed 24^ hgtJconL, matched 30" hgUconL 24" hgUcunt 1 gaUconL at 18" oe 1 gal/cont. a116" oe 1 galJeoot. at 24" lee Iberb sempervbens I gaiJcont a136" ea Pennisetam elopecaraidee "Hameln" 1 galJcont at 24" cm CodadWa redone "Padilla. 1 gaLkooL at 24" oe Heater:mailb 'Anzac' 1 galJc0n* at 24" oe Hemaroealb "Stella de Orro• 1 gaUco0L a124" oe Hemmed&b "Ice Carnival. 1 gal/cont. at 24" oe Mahania repots I galJeonL at 24" oe Caiamagrobb acudlaro "Bard Fammter" 1 gaLleoot 0124" oe Erica anted -White 1,gaUconl. at 24" oe Stipa 'eardrum 1 gallant. at 24" 0e Cara avacee 1 gallant at 24" oe Lawn Sod from Country Gran Trinity Supreme 1 800 300 1763 Existing Lace Leaf Japanese maple to be relocated.. Preserve and protect rootba 1. Selectively prune per Landscape Architect Existing trees to remain, prune for health and safety. Wash of lichens and moss Mth power washer Existing shrubs to remain, prune per Laodaape Architect Rock outcrops- Provide High Cascade weathered 34 Man Ganite Boulders from Granite Products LLC, Kingston, WuMngtoa (360)297-2401. Set with flat tops and sgoaro froob and bury into berm. Berm heights Specified o0 plan. Bury four man rocks on corners where trucks damage curbs. 4 -Man " 1500.2200 pounds, 3 -Man 800-1500 pounds • Cobble Roth. Dig out sail to minimum 6" depth and place 44" washed cobble rock Dom Palmer Coke and Cool In Black Diamond. GENERAL CONSTRUCTION NOTES 1. Clan subgade by removing ail undesirable vegetation Including grasses, weeds, blackberries, motels broom and poplar seedlings including roots. Lave smbgrade a landscape areas mtoimnm 6" below paving for lawn and 10" below paving for beds. Remove all debris from site. 2. Provide minimum 8" depth 60-40 mfr from Puget Sound Topsoil (253) 833-0374 in a8 shrub beds. Scarify rubgrode by rotot1ling and add topsoil on surf Add additional topsoil es needed to contour shrub beds Including required berms. 3. Provide minimum 6" depth 60-40 mix Irons Puget Sound Topsoil (253) 833-0374 in all lawn beds. Scarify subgade by rotolilling and add topsoil on surface Add additional topsoil as needed to contour and level lawns. 4. Provide minimum Y" depth fine blend hem -fir mulch to all planting beds. Mulch from Puget Sound Soils, Auburn Washington. FRI a8 plautbig beds and lawn areas to within 1" of lop of all curbs and walks. Slope all planting beds and lawn areas to drain. 5. Provide one (1) year warranty for ail plant material and workmanship. 6. Locate, protect and avoid disruption of all above and below grade utilities and sten features prior to construction. Contactor b responsible for any resulting damages daring construction. GB locate before you dig at 1 800 424-5555. 7. AU work performed shall conform with the City of Tukwila landscape and irrigation requirements, codes and specifications. S Verily al quantities shown on the plant list and plana. If discrepancies exist between the gaphie representation and the numeric totals, the graphic representation shag rule 9. M plant materials to be specimen smelly with full, symmetrical trunk and foliage, unless oaenrbe noted. 10. Lawn -sod per plant list 11. Insure proper drainage Mail planting holes prior to Installing plant material. If planting holes do not drain or if heavy day soils are evident contact landscape architect. 12. Coordinate drainage, Irrigation and lighting with planting plan. NEW SHRUB T MULCH SOIL MIX 4- I2 MOL SAUCER - B8B PLANT:REMOVE BURLAP L TIES FROM TOP OF ROOT BALL Sscran OTB . SCARPi,,Y COMPACTED SOIL MIX SUBGRADE DETAIL SHRUB PLANTING NO SCALE PUNT CENTER ROW . SPACING AS NOTED ON PLAN =ANGULAR) SET PLANTS* NT DEPTH • FINISH GRADE, PRIOR TO SPREAD MUTAL 2 MULCH frYP1 PER SPECS) • FIN00 GRADE BACKFILL SOLI: MIX 0.410 PER SPECS) EXISTING SUBGRADE DETAIL GROUND COVER PLANTING NO SCALE NSW TREE • TREE MS I? RINDO1 HOSE W/92 CAl1V. Wag =MILE STRAND MUTED) a-ZXT WO000TAXESSLOtfC EQUALLY SPACED AROUND TREE S MINIMUM BELOW GRADESr,XS DEPTH TREE WRAP SECURE W/MITI TAPE TAPE UP TO EURO' STRUC1DRE SET TREE AT ORIGINAL De9111 ABOVEPma11ED GRADE EXCAVATE AREA 2 TIMM DIAMETER 01000TBAU, MINIMUM IT raison -AROUND ROOTDA1L, •,s-2 • • DETAIL TREE PLANTING" -": ... . NO SCALE 22x. FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin RBethune Associates;;Inc. ASLA • LANDSCAPE ARCHITECTURE Sc PLANNING, ASLA P.O. Hoz 1442 Maple Valley,Washfngton 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail : . latch®bethnneassoetates.com www.bethmoeassoclates.com . STATE OF WASHINGTON .REGISTERED APE •ARCHITECT L6UCH II) B BETHUNE CERTIFICATE • NO. -482 REVISIONS 295 :FIDELITY BUILDING 5920 SOUTH 180TH STREET . TUKWILA, WASHINGTON LANDSCAPE PLANTING PLAN . JOB NO. #20102 SCALE:1"-20-0" DATE: 1/1111(1:9 DRAWN: CRE: LRB COPYRIGHT 2010 SHEET L 1.0 TRILAND DRIVE S 180TH STREET LANDSCAPE IRRIGATION PLAN 0' 10' 20' SCALE: 1"=20'-0" 80' 40 NORTH BASE MAP FROM PKJB ARCHITECTS, SEATTLE, WA. 0 IRRIGATION LEGEND Mannfacw,rer Rain Bird 1804 w/ 15F -LA MPR Plastic no ie Rain Bird 1804 w/ 1518 -LA MPR Plastic nozzle Rain Bird 1804 w/ 15Q -LA MPR Plastic nozzle P3f 30 30 30 Radius GPM 15' 3.70 15' 1.85 15' 0.93 Location lawn lawn lawn Q, Rain Bird 1804 w/ 10F MPR Plastic Inane 30 10' 137 lawn Rain Bird 1804 w/ 1011 MPR Plastic oo.le 30 10' 0.78 lawn ' I • Rain Bird 1804 w/ 10Q MPR Plastic nozzle 30 10' 0.39 lawn • ! Rain Bird 1806 w/ 15F MPR Plastic nozzle 30 15' 3.70 shrub L. Rain Bird 1806 w/ 1511 MPR Plastic nozzle 30 15' 1.85 shrub ▪ Rain Bird 1806 w/ 150 MPR Plastic nozzle 30 15' 0.93 shrub Rain Bird 1806 w/ 12F MPR Plastic soak 30 12' 2.60 shrub t1 Rain Bird 1806.91121804910 Ptastie nozzle 30 12' 1.30 shrub .8I Rain Bird 1806 w/ 12Q MPR Plastic 00arlc 30 12' 0.65 shrub p. Rain BIN 1806 w/ 109 MPR Plastic 0ozrle 30 10' 1.57 shrub A Rain Bird 1806 w/ 10H MPR Plastic nozzle 30 10' 0.78 shrub (3 Rain BIN 1806 w/ I0Q MPR Plastic nozzle 30 10' 0.39 shrub 43, Rain Bird 1806 w/ 9SSTMPR Plastic note 30 9'.18' 1.73 shrub ▪ Rain Bird 1806 w/ 15SST MPR Plastic note 30 4'.30' 1.21 shrub Rain Bird 1806 w/ I5EST MPR Plastic nozzle 30 4'115' 0.61 shrub !x ,/ Drip00e, maximum 18" width between drip lines Rainbird drlpine and required air/vacuum relict valves, in -stem fileten, diffusers bug caps and other required equipment for complete coverage to A0 plant materials Ar Rain Bird NIB Series Automatic Control Valve, size per plan and provide AMISS V control box and min. 2 at n. pea graveL ® Raiobird Xerigation Control Valve OXCZ-100 provide Amtex control box and min. 2 cu. R. pea gravel e Mueller Brass Isolation Valve, size per point of connection detail, Install in round 6" Amte1 control box. Febco Double Cheek Valve, size per point of connection detail, lasta1110 large ▪ Amlex control box per delalL A Rain Bird Quick Coupler Valve 44RC, assume 1" unless otherwise noted On plan. Provide hose swiveL Install perdetail Rain Bird FS9 8.8 Station Automatic Controller, install per Owner. Power by others. Connect to power source amme. Schedule 40 PVC Main Line, size per plan, install at miohoom 18" depth below finish grade. Chis 200 PVC Lateral line, size per plan, Install at minimum 12" depth below finish grade. Schedule 40 PVC Sleeving, size per plan, install at minimum 12" below finish - grade. LANDSCAPE IRRIGATION NOTES ASO] VIM MOANS vara WW OWL vu' Irrigation design and layout assumes minimum 40 lbs static water pressure 30 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor Shall Inspect the site and verify existing conditions and dimensions prior to bidding and construction. 3. Irrigation plan b diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect 4. Coordinate Irrigation points of connection and location of automatic controller with General Contractor. 5. AB valva will be placed In valve boxes in . manner which facilitates access for maiate000ce. Locate valves In shrub and ground cover beds unless approved by Landscape Architect No valve boxes In lawn areas. 6. All components of irrigation system shall be Installed and adjusted to provide adequate coverage and no over spray onto buildings, windows, or paved areas Contractor is responsible for providing a complete working irrigation system. 7. Contractor is responsible for any damages to building and Infrastructure during landscape construction. 9. Bury control wires below mainline and tape to mainline every 10' 0.c. 9. Flush mainline before installing valves Flush zone lines before installing notes Test entire system before backfilling trench,. 10. Electric Valves and Back00w prevention assembly to be placed in below grade valve boxes and Installed in shrub beds Verify that valve boxes are not placed where plant moteriab are to be installed. Provide sleeving under oil paved surfaces. 11. Provide full coverage to all lawn and shrub beds. Install additional Irrigation heads as necessary to achieve full coverage and water t0 all plantings. 12. 120 AC Electrical power source at controller location shall he provided by others The Landscape Contractor shall make the 0.al connection from the electrical source to the controller. 13. All Irrigation heads to be Installed perpendicular to finish grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall install a manual drab valve assembly. Draining the mainline shall be accomplished by introducing compressed air Into the system through the quick coupler valve at the point of connection. 15. Demonstrate working system to boiling malotenaatt manager upon completion and acceptance 16. Locate all utilities before digging. Call 1{800) 424-5555. 17. Install irrigation system in accordance with all applicable codes and ordinances. 18. From controller install one spare yellow wire to each valve box. 19. Contractor to provide reproducible mylar As -built drawings to Landscape Architect prior to close- out ofjob. lose- out0fjob. 20. Electrical control wires to be spliced In control boxes only. DETAIL, REMOTE CONTROL VALVE NO SCALE Cu sl% awe. SiaIr 1. NISINI aa»w naves omiwm m seas. TIiIm. 2. ROAM Fxa.110121 srww won. VALVE as =MON Ma Roo WHOM G010227 19.0•1221 non m asneuma or nam, rs,e .a lam DETAIL, BACKFLOW PREVENTER NO SCALE oasis ossa I 92112OLLE SO NYS ADM= SOME. SO %KY stlwu nut smma0O4 e ro V a 'mIN.MINyw FOC8 CA00E/IOP Or N.C. -COMM YAW: Rw1 w Rod¢ 7 UVE eat ram COMO a-mcH sen s y m' w,m® owwvn SUOVADE P.c11101eo 100- (L0M AS RE91las0) P001010110,SMELT Fw Sal w rspoL ()DIM AS 01.01. ED) Pvc SCR 1EE0 ST I BL MC Sm140 TEE SQL PVC Isms.. PEEL PVC and SOELL j 2 Y CMOS 5'ra)E w/ swum STEELtSEAli mNPS OR EQUIVALENT NOMSUPPORE MIEN; 1. 1011091 1)00,CS AND PIPING 101104.17 son comm.10 IrolaaL MOT COUPLING VALVE HET DETAIL: CAUIGK-COUPLIN6 VALVE ate• _. __ NO SCALE NOTE' •PLACE ALL LAWN HEADS O'LAWN AREA. MIN. 3 FROM EDGE OF PAVING OR BEDUNE. PLACE ALL SHRUB HEADS IN SHRUB BEDS, MIN. 3 FRON BEMIRE, AND MIN. 10' FROM ALL STRUCTURES. • DO NOT CONNECT INTO SIDE PORT OF HEAD SHRUG/LAWN me/moo ECCE FDmll CamE/IOP or mum! SPRINKLER ansa t% xo ( -LU HU (umQ 1Y POP-UP HUD (Slanm) (9E IECDm) mPO' RT or HEAD CONNECT 10O - PYC PIPE 1.102000 PPE WO. PPE DETAIL: POP-UP SPRAY SPRINKLER PPE NO SCALE ( G 6 l' r. FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple VaUey,Washington 98038 phone: (425) 432-9877 tax: (425) 432-9878 e-mail : Iaueh®bethuneassociates.com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LAN.. •E ARCHITECT UCHIIN R IMMUNE CERTIFICATE N0. 482 REVISIONS 295 FIDELITY BUILDING 5920 SOUTH 180TH STREET TUKWILA, WASHINGTON LANDSCAPE IRRIGATION PLAN JOB NO. #20102 SCALE: 1'-10'-0" DATE: DRAWN: CMC: LRB COPYRIGHT 2010 SHEET L 2.0 •_ - _ _ - -- , _ \ caNNI8t11(.14 .1' ©L 164,5 QM I" DW e c- r) ,11 v 18 © 1. 1,2,.4 Iv„B \.,o 4 rgimbfri i -e.. Jam, ../s.. • I•' `` '..`. • .al ••-1- ' r M r v 17.IPIo i- IL '5I I,I II i a a 4 l .1mommic.3a71rc . ameas9iii ►ter .43A d 111 001 I d 1 tZore - TIC fh_ lel S 180TH STREET LANDSCAPE IRRIGATION PLAN 0' 10' 20' SCALE: 1"=20'-0" 80' 40 NORTH BASE MAP FROM PKJB ARCHITECTS, SEATTLE, WA. 0 IRRIGATION LEGEND 3.". P b Mannfacw,rer Rain Bird 1804 w/ 15F -LA MPR Plastic no ie Rain Bird 1804 w/ 1518 -LA MPR Plastic nozzle Rain Bird 1804 w/ 15Q -LA MPR Plastic nozzle P3f 30 30 30 Radius GPM 15' 3.70 15' 1.85 15' 0.93 Location lawn lawn lawn Q, Rain Bird 1804 w/ 10F MPR Plastic Inane 30 10' 137 lawn Rain Bird 1804 w/ 1011 MPR Plastic oo.le 30 10' 0.78 lawn ' I • Rain Bird 1804 w/ 10Q MPR Plastic nozzle 30 10' 0.39 lawn • ! Rain Bird 1806 w/ 15F MPR Plastic nozzle 30 15' 3.70 shrub L. Rain Bird 1806 w/ 1511 MPR Plastic nozzle 30 15' 1.85 shrub ▪ Rain Bird 1806 w/ 150 MPR Plastic nozzle 30 15' 0.93 shrub Rain Bird 1806 w/ 12F MPR Plastic soak 30 12' 2.60 shrub t1 Rain Bird 1806.91121804910 Ptastie nozzle 30 12' 1.30 shrub .8I Rain Bird 1806 w/ 12Q MPR Plastic 00arlc 30 12' 0.65 shrub p. Rain BIN 1806 w/ 109 MPR Plastic 0ozrle 30 10' 1.57 shrub A Rain Bird 1806 w/ 10H MPR Plastic nozzle 30 10' 0.78 shrub (3 Rain BIN 1806 w/ I0Q MPR Plastic nozzle 30 10' 0.39 shrub 43, Rain Bird 1806 w/ 9SSTMPR Plastic note 30 9'.18' 1.73 shrub ▪ Rain Bird 1806 w/ 15SST MPR Plastic note 30 4'.30' 1.21 shrub Rain Bird 1806 w/ I5EST MPR Plastic nozzle 30 4'115' 0.61 shrub !x ,/ Drip00e, maximum 18" width between drip lines Rainbird drlpine and required air/vacuum relict valves, in -stem fileten, diffusers bug caps and other required equipment for complete coverage to A0 plant materials Ar Rain Bird NIB Series Automatic Control Valve, size per plan and provide AMISS V control box and min. 2 at n. pea graveL ® Raiobird Xerigation Control Valve OXCZ-100 provide Amtex control box and min. 2 cu. R. pea gravel e Mueller Brass Isolation Valve, size per point of connection detail, Install in round 6" Amte1 control box. Febco Double Cheek Valve, size per point of connection detail, lasta1110 large ▪ Amlex control box per delalL A Rain Bird Quick Coupler Valve 44RC, assume 1" unless otherwise noted On plan. Provide hose swiveL Install perdetail Rain Bird FS9 8.8 Station Automatic Controller, install per Owner. Power by others. Connect to power source amme. Schedule 40 PVC Main Line, size per plan, install at miohoom 18" depth below finish grade. Chis 200 PVC Lateral line, size per plan, Install at minimum 12" depth below finish grade. Schedule 40 PVC Sleeving, size per plan, install at minimum 12" below finish - grade. LANDSCAPE IRRIGATION NOTES ASO] VIM MOANS vara WW OWL vu' Irrigation design and layout assumes minimum 40 lbs static water pressure 30 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor Shall Inspect the site and verify existing conditions and dimensions prior to bidding and construction. 3. Irrigation plan b diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect 4. Coordinate Irrigation points of connection and location of automatic controller with General Contractor. 5. AB valva will be placed In valve boxes in . manner which facilitates access for maiate000ce. Locate valves In shrub and ground cover beds unless approved by Landscape Architect No valve boxes In lawn areas. 6. All components of irrigation system shall be Installed and adjusted to provide adequate coverage and no over spray onto buildings, windows, or paved areas Contractor is responsible for providing a complete working irrigation system. 7. Contractor is responsible for any damages to building and Infrastructure during landscape construction. 9. Bury control wires below mainline and tape to mainline every 10' 0.c. 9. Flush mainline before installing valves Flush zone lines before installing notes Test entire system before backfilling trench,. 10. Electric Valves and Back00w prevention assembly to be placed in below grade valve boxes and Installed in shrub beds Verify that valve boxes are not placed where plant moteriab are to be installed. Provide sleeving under oil paved surfaces. 11. Provide full coverage to all lawn and shrub beds. Install additional Irrigation heads as necessary to achieve full coverage and water t0 all plantings. 12. 120 AC Electrical power source at controller location shall he provided by others The Landscape Contractor shall make the 0.al connection from the electrical source to the controller. 13. All Irrigation heads to be Installed perpendicular to finish grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall install a manual drab valve assembly. Draining the mainline shall be accomplished by introducing compressed air Into the system through the quick coupler valve at the point of connection. 15. Demonstrate working system to boiling malotenaatt manager upon completion and acceptance 16. Locate all utilities before digging. Call 1{800) 424-5555. 17. Install irrigation system in accordance with all applicable codes and ordinances. 18. From controller install one spare yellow wire to each valve box. 19. Contractor to provide reproducible mylar As -built drawings to Landscape Architect prior to close- out ofjob. lose- out0fjob. 20. Electrical control wires to be spliced In control boxes only. DETAIL, REMOTE CONTROL VALVE NO SCALE Cu sl% awe. SiaIr 1. NISINI aa»w naves omiwm m seas. TIiIm. 2. ROAM Fxa.110121 srww won. VALVE as =MON Ma Roo WHOM G010227 19.0•1221 non m asneuma or nam, rs,e .a lam DETAIL, BACKFLOW PREVENTER NO SCALE oasis ossa I 92112OLLE SO NYS ADM= SOME. SO %KY stlwu nut smma0O4 e ro V a 'mIN.MINyw FOC8 CA00E/IOP Or N.C. -COMM YAW: Rw1 w Rod¢ 7 UVE eat ram COMO a-mcH sen s y m' w,m® owwvn SUOVADE P.c11101eo 100- (L0M AS RE91las0) P001010110,SMELT Fw Sal w rspoL ()DIM AS 01.01. ED) Pvc SCR 1EE0 ST I BL MC Sm140 TEE SQL PVC Isms.. PEEL PVC and SOELL j 2 Y CMOS 5'ra)E w/ swum STEELtSEAli mNPS OR EQUIVALENT NOMSUPPORE MIEN; 1. 1011091 1)00,CS AND PIPING 101104.17 son comm.10 IrolaaL MOT COUPLING VALVE HET DETAIL: CAUIGK-COUPLIN6 VALVE ate• _. __ NO SCALE NOTE' •PLACE ALL LAWN HEADS O'LAWN AREA. MIN. 3 FROM EDGE OF PAVING OR BEDUNE. PLACE ALL SHRUB HEADS IN SHRUB BEDS, MIN. 3 FRON BEMIRE, AND MIN. 10' FROM ALL STRUCTURES. • DO NOT CONNECT INTO SIDE PORT OF HEAD SHRUG/LAWN me/moo ECCE FDmll CamE/IOP or mum! SPRINKLER ansa t% xo ( -LU HU (umQ 1Y POP-UP HUD (Slanm) (9E IECDm) mPO' RT or HEAD CONNECT 10O - PYC PIPE 1.102000 PPE WO. PPE DETAIL: POP-UP SPRAY SPRINKLER PPE NO SCALE ( G 6 l' r. FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple VaUey,Washington 98038 phone: (425) 432-9877 tax: (425) 432-9878 e-mail : Iaueh®bethuneassociates.com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LAN.. •E ARCHITECT UCHIIN R IMMUNE CERTIFICATE N0. 482 REVISIONS 295 FIDELITY BUILDING 5920 SOUTH 180TH STREET TUKWILA, WASHINGTON LANDSCAPE IRRIGATION PLAN JOB NO. #20102 SCALE: 1'-10'-0" DATE: DRAWN: CMC: LRB COPYRIGHT 2010 SHEET L 2.0 s s WALL TYPES EXISTING TILT -UP ® NEW 8' C111.1. WALL M® NEW 6' SHEER WALL O PEMO NOTES: DEMOLISH EXISTING WALKWAY. PATCH AND REPAIR AND REPAIR WALLS AND FLOORS AS NECESSARY. 0 DEMOLISH ALL EASING MEZZANINE AND SPACE BELQU ALL SPACE AND SURFACES TO BE FREE CF FRAMING, RIRNISNINGS AND FIXTURES. STRICTURE TO BE REMOVED AS SHOUT ALL FLOORS ARE TO BE CLEAN AND FREE OF OBSTRICTIO815. PATCH AND REPAIR ALL. 3. DEMOLISH 5457IN6 WOOD COL1871 PATCH AND REPAIR FLOOR AS NECESSARY. ❑A' DEMOLISH EXISTING 5TOREFRGHT DOOR AND WINDOWS. CLEAN, PATCH AND REPAIR OPENING TO RECEIVE NEW OVERHEAD DOOR 5. DET10,J511 0415084 STAIR REMOVE FOOTING TO BELOW ASPHALT LEVEL AND PATCH PATCH, PAINT AND REPAIR WALL TO MATCH EXTERIOR FMI514 AND RECEIVE NEW B MFER5. CURB TO BE CUTBACK TO CREATE CLEAR SPACE FOR NEW RECEIVING BAY. PREPARE AREA FOR NEW CURB. 00M01.I514 EXISTING LADDER PATCH, PAINT AND REPAIR WALL TO MATCH EXTERIOR FINI544. Q FE010VE EXi5TNG GLAZING AND PREPARE EXISTING FRAMES TO RECEIVE NEW GLAZING A5 5PECPIED. CUTBACK EXI5160 SLAB PER STRUCTURAL. PREPARE TO RECEIVE NEW CONSTRUCTION. ® DEMOLISH E4I5TING WINDO10. PATCH AND SACK OPENING MATCH EXTERIOR BUILDING FINISH. DD SUBMITTED FOR OWNER APPROVAL BUILDINGI/IIDEMOLITION PLAN SCALE: TRUE NORTH Cc DEVs. rr DRAWN KEL 0.CKm RAK DATE 2/19/2010 SCALE AS NOTED J09 NUMBER 09047 A-1.1 295 FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON 1 110 SOU14 NA NSTREET 4410 SEATTLE, wA 00. 12061888.3210 FAX RX -3263 IE OLDS STATON RD. SUITE • WENATCHEE, WA 98101 15w1804 • 8181 FAX 86}8250 9/9/09 1/11/10 2/8/10 2/19/10 PROJECT START DATE DD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT SUBMITTED FOR DESIGN REVIEW/SEPA BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS REVISION • 50-0' ENLARGED CANOPY PLAN SCALE: I/8'=I'0' 21'-1' 14'-1' 14'-1' 24'-1' 24'-1 14'-1' AX10-00c1 EXISTING CONCRETE TILT UP PANEL EXISTING31418COLLMS TOOREMAIN EXISTING 51" THICK CONCRETE SLAB CN GRADE. TOP OF SLAB 15 REFERENCE DATUM 1 0' - 0") D MA 13'-315' 7 MEZZANINE - ABOVE 1 XISTM COLItN TO REMAIN VERIFY 13 NEW T5 CaNM'.- DEMO EXISTNG COLUT NS SACK PATCH AND PANT TO REPI ACE EXISTNG WIDOWS. WIDOWS. EXISTNG ELEC. PANEL E (IT TO EE: ACCESSIBLE FROM BO' H OFFICE AND WAREHOUSE. »»»» LLL _»»»1 LL I LINE OF EXISTING TO BE SALMI N I I ‘...\\T..\1.. RE CF EXISTING SLAB TO BE 5ALLCUT ji 014 16'-3' ExISTRG =ANEL J 4 42.1/ 26 6 A2.1 ENLARGED FLOOR PLAN SCALE: 1/8'=1'0' 23'-8' WALL TYPES EXI5TNG TILT -UP ® NEW 8' C11I1 WALL ® NEW 6' SHEER WALL 3 a DD SUBMITTED FOR OWNER APPROVAL cD 0 0 r 2 3 0 O 00 00 F . 0 I • • REGISTERED ARCHITECT mum KEL CHECKED RAI( DATE 2/19/2010 SCALE AS NOTED LOD NOISES 09047 A-1.3 • sHVAC CONTRACTOR TO VERFY WIT DETAIL PRESSURE TREATED 2xI2 CUT TO MEET ROCF SLOES PRESSURE TREATED 4x4 CANT AND 7x4 BLOCKING. BUILT UP MEMBRANE ROOF (5 ROOF CURB DETAIL 3'=I'-0' EXISTING ALAI. FRAMED SMOKE HATCH, CLEAN AND VERIFY PROPER OPERATION REPLACE 5FRSC5, RISIBLE LNIC GASKETS ETC. A5 NECCEBSARY. RN ROCFRY. AND CCANTER FLASHING UP TO TOP CF CURB USE 4' PREFOR1ED CANT AR71ND CURBS EXISTS* ROOF CURES NEW ROCFRG AND RIGID INSULATION ON EXI5TSG 515910OD DECK EXISTING ROLE ERASING . ROOF CURB DETAIL O 3'.1'-0' 3'-0 x 3 -0' ROOF SUMP RECE55, MEMBRANE ROOFING NSTALLED PER 114141.F. M5TRICITO45. ROOF DRAM 4 OVERh101) PIPE W/ SCREEN OF SEE ROPLAN FOR SIZE, TYP. CANOPY PARAPET TAPERED INSULATION 14111. :J:11I■NI1 N111■ - RNROOF DRAM RAM LEADER ji71 DON CA10PT COLII'4N. O - u BOARD 555, BLOCK A5 REQIITED FOR sAMP NEOPRENE EXPAN5)0/ JOINT DA5LIG14T ROOF OVEFSL03 I BELOW 5CFFIT CN NORTH SIDE a EAST CANOPY COLII'N. PROVIDE INSECT MESH AND BIRD5CREEN LL K NEW *ALV. CAP FLASHING, PAN5, PEW MEMBRANE ROOFING AND COUNTER FLASHING WITH CANT REMOVE EXISTING ROOFING AND CANTS, TYP. NEW RIGID INSULATION SYSTEM CN EXISTING PLIIUOOD ROOF DECK Ec15TMG ROOF STRICTURE EXISTING CONC. WALL. ROOF DRAIN DETAIL PARAPET FLASHING O IIR'=I'-0' 1/ (XISTIN4 I {:XISTS4 TAP. \7(15T54 RDGELINE -h EXISTNG ROOF HATCH 81 w C VERIFY CONDITION. REMOVE E41551tG CAP FLASHING. INSTALL NEW CAP FLASHING, PAINT. TYPICAL FOR ENTIRE BLDG. x TYPICAL EASING 4598' SMOKE VENTS. VERIFY CURB HEIGHT FOR PEW RIGID INSULATION CN PLYWOOD ROOF DEa CLEAN AND REMOVE EXISTS* SECURITY BARS FRO1 ALL SKYLIGHTS. RIDGELIKE REMOVE EXISTING ROOFING, INSTALL NEW MEMBRANE ROCf1G WITH RIGID INSULATION ON EXI5TNG PL511000 ROOF DECK TSP. Y h Ark REMOVE EXISTS* ROOFRG, INSTALL NEW MEMBRANE ROOFING WITH RIGID INSULATION DN EXISTING PLYWOOD ROOF DECK CONTRACTOR TO VE RIFT EXISTING ROOF SLO=E MEETS WARRANTY FOR HELL ROOFRG, AST VERIFY CONDITION X15 XIV REMOVE EXISTING CAP FLASHRG. INSTALL NEW CAP 5LAS1-1110, PAM. TYPICAL FOR ENTIRE BLDG. NEW MEMBRANE ROOFRG WITH TAPERED RIGID NS01.411 4 Q4 PL5WD00 ROOF DECK PROVIDE ROOF CANT AT CORNICE r REMOVE EXISTING ROOFING, INSTALL NEW MEMBRANE ROOFS* WITH RIGID INSULATION ON EXISTING PLTll1 00 ROOF DECK TY 7 (• 30"-I'\ 441 [.76'-5'1--J x [ •76-9' 3' DIA FSOOF DRAM WITH RAM MNDR4RL INSIDE IJFN CASING AND TO STORM SYSTEM, SEE CML D NAGE DRAWRGS .7T-5' 78 Y' • 75'11') . 29' 3' C •71-I' I1 IMF --e— SCALE: 1/16'.1'-0' XIST ROOF PLAN TRE NORTH t • 29'-3•)----7. 0 0 5 z 0 0 5 m 0 1C 0 tt 2 m 8 0 0 0 m I NI REGISTERED AF___RCHTIECT OBER KRGESE STATE Of 4AswRCTUB PRAWN KEEL FLAK DATE 2/19/2010 v". AS NOTED 4013 MAWR 09047 A-1.4 -m 50-0'I 50 m I 50-m I 5m -m 50-m I 5m -m I 5m-0 I 50 -m M L/ RE OF EXISTING DOCK CANOPIES A d A' LINE CF ExISTRG DOCK CANOPIES -( X 17'-5V 1/ (XISTIN4 I {:XISTS4 TAP. \7(15T54 RDGELINE -h EXISTNG ROOF HATCH 81 w C VERIFY CONDITION. REMOVE E41551tG CAP FLASHING. INSTALL NEW CAP FLASHING, PAINT. TYPICAL FOR ENTIRE BLDG. x TYPICAL EASING 4598' SMOKE VENTS. VERIFY CURB HEIGHT FOR PEW RIGID INSULATION CN PLYWOOD ROOF DEa CLEAN AND REMOVE EXISTS* SECURITY BARS FRO1 ALL SKYLIGHTS. RIDGELIKE REMOVE EXISTING ROOFING, INSTALL NEW MEMBRANE ROCf1G WITH RIGID INSULATION ON EXI5TNG PL511000 ROOF DECK TSP. Y h Ark REMOVE EXISTS* ROOFRG, INSTALL NEW MEMBRANE ROOFING WITH RIGID INSULATION DN EXISTING PLYWOOD ROOF DECK CONTRACTOR TO VE RIFT EXISTING ROOF SLO=E MEETS WARRANTY FOR HELL ROOFRG, AST VERIFY CONDITION X15 XIV REMOVE EXISTING CAP FLASHRG. INSTALL NEW CAP 5LAS1-1110, PAM. TYPICAL FOR ENTIRE BLDG. NEW MEMBRANE ROOFRG WITH TAPERED RIGID NS01.411 4 Q4 PL5WD00 ROOF DECK PROVIDE ROOF CANT AT CORNICE r REMOVE EXISTING ROOFING, INSTALL NEW MEMBRANE ROOFS* WITH RIGID INSULATION ON EXISTING PLTll1 00 ROOF DECK TY 7 (• 30"-I'\ 441 [.76'-5'1--J x [ •76-9' 3' DIA FSOOF DRAM WITH RAM MNDR4RL INSIDE IJFN CASING AND TO STORM SYSTEM, SEE CML D NAGE DRAWRGS .7T-5' 78 Y' • 75'11') . 29' 3' C •71-I' I1 IMF --e— SCALE: 1/16'.1'-0' XIST ROOF PLAN TRE NORTH t • 29'-3•)----7. 0 0 5 z 0 0 5 m 0 1C 0 tt 2 m 8 0 0 0 m I NI REGISTERED AF___RCHTIECT OBER KRGESE STATE Of 4AswRCTUB PRAWN KEEL FLAK DATE 2/19/2010 v". AS NOTED 4013 MAWR 09047 A-1.4 TOP 0 E.X15T8G PANEL • 26' - 5' AFF VERIFY' _ PANTED 510000 04 LATH 04 VB. 04 PLYWOOD 04 11I000 FRA101G, 55011O45. VERIFY COLOR WITH CAST STONE 0JON VENEER. 5T 24' X 24' 4 24' X36' PER SCHE B' SPLIT -FACE BURGUNDY RED PER STRUCTURAL DRAWANGS 4 STRUCTURAL DONT. 2-N' S1'IOOTH FACE MAMA LOA BRICK REVEAL PER 50.501LE. 4' HIGH CASTLE WI4115 CMl 12' SPLIT -FACE CHARCOAL CMU STRUCTURAL DRAIW6CRS 1 SCHE TOP OF EXIS31NG ( 0-0— EXISTMG PIN15HE0 (VARIES) • I3 PAM 0 STUCCO ON LAN ON VB. 04 FL D 0J 13000 RAPING, SEE WALL SECT' VERIFY COLOR WITH ARC41TECT CAST 5TCNE DIJON VENEER STAGGERED 24' X124' 1 24' X36' FER 8CHEDIIE. 2-522' b410004 FACE NANA LOA M155101 BRICK REVEAL. PER SCHEDULE. 8' SPIT -FACE R'AN 4 RED CMl WALL PER SBUTRUCTURAL DRAWINGS 4 SCHEDULE 0' IT -FACE CHARCOAL CM WALL PER 5 TURAL [RAILINGS 4 SCHEDULE. T OF EX15TING PANEL • ' - 5' AFF VERIFY fie TCiP 0 EXISTING CONC. SLAB EXISTING F6ISHED GRADE ES) WEST ELEVATION 1/8' = 1'-0' AT ALCOVE C PAINTED 570000 Q4 LAN 01 VB. 04 O PAINTED STUCCO 04 LAN 04 VB. ON PLT000D 04 13000 FRAMING. SEE WALL SEC11O45. VERIFY COLOR WIT14 ARCHITECT. TOP 0 EXISTING PANEL • 26' - 5' AFF VERIFY CAST STONE CUON VENEER STAGGERED 24' X 24' 4 24' X 36' PER SCHEDULE,. 2 I/2' 5410004 FACE MAUNA LOA M155104 BRICK REVEAL. PER SCHEDULE. 8' SPLIT -FACE 8URCANDT RED 013 WALL PER STRUCTURAL DRAWINGS 4 SCHEDULE. D SPLIT -FACE CHARCOAL CPU WALL PER STRUCTURAL DRAWINGS 4 SCHEDULE. + TOP OF 0(151 IG CONC. SLAB EXISTRG FINISHED GRADE (VARIES) / EAST ELEVATION 1/8' = I'-0' AT ALCOVE PANTED 50000 ON LAN Q4 VB. ON 04 WOOD FROM0IG, SEE WALL VERIFY COLOR 51114 ARCHITECT. .E WALL I `7p41 PLT13D CN WOOD FRA10G, SEE WALL I A41 1 A4J) Y PLYLLOOD 4SHITECT. 6ECT1O<5. VERIFY CALOR 54014 ARCHITECT. SECTI015. LI 5920 BUILDINGG CONTRAST I - _ - I RED 6' CASTLE 1LI41TE CMJ LNTEL SEE PER SCHEDULE. AI Q AA J 6' CASTLE WALL SEC' RILE WALL 05CTIQL ■ 1 A41 IIS CAST 510E GIJON VENEER - STAGGERED 24' X 24' 4 24'X36' ` —' a CAST 530 24' X N' I 011 WALL R SCHEDULE. ___ ■ CHEDLLE. B' SPLIT CHARCOAL CMI UJALL IM, • 4m © 8' SPLIT -F STRJ ak -FACE STRUCTURAL 4 SCHEDULE M.■ IZIF_ PER PER DRAWINGS _ ■ A4 ■ I' INSULATI M ALUMINUM CUR1AIN WALL - ANODIZED 41 M -' COLOR W Y FINISH WITH ARCHITECT SYSTEM VERIFRJF41 ll 8' 69_11-3 ■ F IRSE. I' INSULATED GLAZING, VERIFY GLA55J STRICTUR WALL PER COLOR 24144 ARCHITECT. ® ENTRY CA )ULE. —1■4 —14 .i __ CORNICE :. SLAB 6' CASTLE 09417E CMJ LINTEL SEE imi RJ! f =imemE CABLE wALL Sew i 1,1 reM SLHe,A-E. • • r 1 . _ - A _ .` a.A ►.j- _ l . \ _ J11,. 4' HIGH 0 UDE R G D' SPLIT -FACE CHARCOAL CMJ WALL PER .. ... 8' SPLIT -f STRJCTUR 6' CAVIL' PANTED STUCCO 04 LAN 04 VB. 04 PLYWOOD CN 131000 FRAMING. SEE WALL SECTIONS. VERIFY COLOR WITH ARCHITECT. '-6' EXI5T5G CONCRETE PANELS TO BE POIER WASHED PRIMED AND PANTED. _Wcif EXISTING CONIC. SLAB EXISTPG FINISHED GRACIE_ (VARIES) - — CAST STONE STAGGERED MON VENEER 24' X 24' 1 24' X 36'. 1 1 • 5PLI1-FACE CHARCOAL 4011 VENEER TO MATCH BUILDS6 BASE.APPROX0IATELY 4' THICK 9 • 2 a STRUCTURAL DRAWINGS 4 SCHEDULE. RA6-oosci OWEST ELEVATION 1/8' • I'-0' 4'•6' J 1 ©SOUTH ELEVATION 1/8'•1'-0' PANTED STUCCO ON LAN ON VB. ON PLYWOOD 04 11 00 FRAMING, SEE WALL SECTIONS VERIFY COLOR LI114 ARCHITECT. 4 _ ___________ 4l Nar A4J 6' CASTLE 244115 OT7J LINTEL SEE WALL SECTION PER 5C145015. 8' SPLIT -FACE BUR'ANDT RED CMJ WALL PER STRUCTURAL DRAWINGS 4 EDEDULE. LINE 0 EXISTING CONCRETE PANEL -1-ANODIZED ALI515U1 CURIA N WALL SYSTEM VERIFY FINISH WITH ARCHITECT I INSULATED GLAZING, VERY GLASS COLOR WITH ARCHITECT. EXISTING EGRESS 0004 TO REFIA3 PAPP ---------- EAST ELEVATION 11 1/8'=1'-0' RS AT MN I'-0' INA NG COLOR TO BUILDING FINISH WHITE all LINTEL SEE 101 PER SCHEDULE. 0.1004 VENEER STAGGERED 24' X 36' PER SCHEDULE. ACE BURCANDY RED OT111 WALL C%RAI. DRAWANGS 4 SCHEDULE. ALII'IDU1 CURTAIN WALL RFT FINISH WITH ARCHITECT D GLAZING, VERIFY GLASS H ARCHITECT. ASTLE U4ITE CMJ WALL PER MAILINGS 4 SCHEDULE. . ALUCOBOND METAL 10 MATCH VERIFY' COLOR WI( ARCHITECT. RAILING TLE WHITE CPU COURSE. OE CHARCOAL CMJ WALL PER L DRAWINGS 4 SCHEDULE. 04115 CFU LINTEL. SEE WALL SEC1104. PER SCHEDULE. TOP 0 5XISIING PANEL • 26" - 5' AFF VERFT 0' OP CONIC. SLAB • O' EXg15tPJG FNIA5400 GRADE J (v 1nJ00 13Iva AL Nf1WWO9 OIOZ z z 933 A-2.1 O3A13O3U c a 2< 1 ut 2< W O ut O O 5. 0 U O 0 rn 0 ro n DRAW KEL CHECKED RA5 0410 2/19/1010 Rua AS NOTED JOB RwBIX 09047 • R BALANCE CF NOTES PER SHEET A -2J NEW RAN LEADER TO MATCH EXISTNG, RELOCATED AROUND NEW RAMP. PANT. REPLACE EXISTING FLASHING, PANT PER SCHEDULE. REMOVE EXISTING WPC= AND FRAME 4 BARS AT D" OC NORM •4 BARS VERT AT IS" OC. EMBED 6' WO EXISTNG PANEL AND EPDXY. WALL INFILL DETAIL 1 1/2'=I'-0' EXISTNG CONCRETE PANELS TO BE PIER WASHED PRIMED AND PANTED. EXISTNG CANOPY, PANT ALL EXPOSED SURFACES, TTP. EXISTNG OW ANDWILLWILL WITH , SAAND PAT AND PANT. NEW CONSTRICTION i''I{II 1--1 EXIST5 CONC. TILT -U CONSTRICTION rREPLACE EXISTNG FLASHNG, PANT PER SCFEDULE. REPLACE DAMAGED DOOR PANELS AND VERFY PROPER WOWING CF ALL DOCK DOORS, ttP. PANT. 1 LINE CF EXISTNG FOOTPY5 TOP CF CONC. SLAB 0' - O' EXISTNG FNISHED GRADD 1YARIES) EXISTNG DOCK LEVELER O6 EAST ELEVATION I/8 I'-0' REPLACE EXISTNG RA5HNG, PANT PER SCHEDULE. EXISTING RANLEADER VERIFY RL. I5 FRE0 OF DE505, PANT. 1 EXISTNG CANOPY, EXPOSED SURFA.E 4041 ALL TYP. EXISTNG RAMP, POWER WASH AND PANT WALLS AND CURB. PUO 009 T Of 1-1 EXI5TNG CCNCRETS PANELS TO BE POUER WASHED D AND PANTED. EXISTING STOREFRONT SYSTEM TO BE REMOVED. MEW ON DOOR TO tlIATCH EXISTNG DOORS, PANT TYP. LINE OF EXISTNG FOO10,65 EXISTING CANOPY, PA EXPOSED SU5ACE5, REPLACE DAMAGED DOOR PANELS AND VERIFY PROPER WORCNG OF ALL DOCK DOORS, TYP. PANT. H T0' - O' OP OF CONC. SLAB / 1-1 EXISTNG STAIR FOOTPG AND EXISTING RANLEADER VERIFY RL 15 LAND5 TO BE RElI'DVED. FREE OF DEBRIS, PANT. EAST ELEVATION 7 I/8• • I'-0• REMOVE EXISTING LADDER AND MOUNTPG HARDWARE. FILL HOLES, PATCH AND PANT. EXISTNG FNISNED GRAD j (NARES) RECEIVED FEB 22 2010= CMUNITY D VELOPMENT V O U 0 rn g s. 0 Z El z J z 0OCz CO w = L� CCQ 1 _� J 8 0 m 0) Y 06 tr) EC w T� N OGIOI KEL CHECKED RAK DATE 2/19/2010 SGLE AS NOTED JOB MUDDED 09047 A-2.2 . 4 NEW Roam MEMBRANE ON RIGIID RL°ULATICN ON PLYWOOD ROOF DECK EASING ROOF FRAMING. SEE STRUCTURAL FOR CONNECTION OF NEW WALL 5T5TEPL PEW STEEL COLIPN SUPPORT FOR EXISTING GLB RIGID INSULATION PER ENERGY CODE SCHEDULE NEW CONCRETE SLAB ON GRANULAR BASE ON VAPOR BARRER CO•PACT 5II8GRADE PER SOILS REPORT. 1 111—II--I i ri i i—i i i i 1-1 11=1 I I TSI—III—III—III—I I i —I 1 I-rN—I I— IMI II —IIS—rN-1�1=1�1=1�1_ '' Ir1111:=7_,;=11 -1 � 1=1T=11 11:1 rNI�1 I I�I-" ' -4=11— 1 nom;:: —111„ I I _ _ - TOP OF RRAPMMG+ • 29"-3' NEW LEDGER PER STRUCTURAL DRAWINGS _ _ TOP O REVEAL 8 SPLIT -FACE CHI, BURGdNDT RED TOP OF REVEAL •12'-1 V2' AFF 2 BRICK REVEAL COURSE, TMNNA LOA MISSION'. SEE DIMENSIONS FOR COURSING, TTP. `duo -ooq TOP CF tEVEA_1 _ TOP OF REVEA+ •-210 V1' AFF�� TOP OF EXISTING CONC. SLAB+ 0' - 0' Q' x 4' CM TRANSITION SILL, CHARCOAL Q. SPLIT FACE CII. CHARCOAL I=1 1=1111' MITI -1 1= WALL SECTION IR' =I'-0' NEW ROOF MEMBRANE ON PEW RIGID INSULATION SYSTEM TTP. NEW PLYWOOD ROCFMG EMENDED ON TO NEW STRICTURE PER THE STRUCTURAL DRAWINGS NEI ROOF MEMBRANE ON NEW RIGID M t1LATICN 5T5TEt1, TTP. FOR COMPLETE 6UILDIY MEZZANNE SUB -FLOOR • 13'-0' AFF CUT EXI5TMG BEAM NEW MEZZANPE-ROOF COURTS PER STRUCTURAL 05556 GS. EXISTING ROOF COLUFN TO BE REMOVED. SEE STRUCTURAL DRAWINGS. NEW PLTWgGD MEZZANINE DECK ON WOOD J015T5, TTP. NEW GLS AT ROOF. SEE 5TRICTURAL FOR CONECTICN OF ROOF TO NEW WALL SYSTEM. LIE OF EXISTING BEAM TO BE REMOVED S'•0• PE -FINISHED METAL COPING ON 5 TOP OF PARAPET FRAMING i.___— IrOP OF CHI Ul4LL _ _ . 29-10 I/1' AFF OPED SIAM. ALUCOBOND METAL PANEL 5T5TEY FURRING OJ VB. ON PLT 12000 SHY` WOOD FRA1I8 EXISTING R1RIN PER 5TR1CT. EXISTING man TO BE REMOVED _ BOTTOM OF CHI HEADER _ 22 -0 AF NEW MEZZAINE BEAM BEYOND. RITURE CEILING AT 9-0', TYP. RIGID INSULATION PER DEW( CODE SCHEDULE NEW CONCRETE SLAB ON GRAi1LAR BASE ON VAPOR BARRIER COMPACT 5U8 -GRADE PER 501L5 REPORT. — EX15T6IG CONC. SLAB MEZZANINE SECTION �Irz': I I 17_11171111-111-11. II ---- ;1, —� I I -111E11 ��-1 11=1 11=1 11=1 I � I-1 11_711-141--111 1 9'-0' IO WAREHNSE FACE CF COLIPN I1 11==1 I III—I 1 -1 1 I1x1.11 I�IIII_ WALL SECTION 3 IR' : I'-0' 11-111-1 TOP OF MEZZANIE SUB -ROOK • 13•-0' AFF 55ULATED SPANDREL GLASS I ANODIZED ALUM. CURTAIN WALL STTEM WITH I' INSULATED GLAZING, VERIFY 61.455 COLOR WITH ARCHITECT. 6' DEEP 012 SILL SOP GF SILL _ • P- 0' Af TOP 6 CONCRETE SLAB 0'-0• x 4' O91 TRANSITION SILL, C AL 8' SPLIT -FACE GHJ. CHARCOAL RECEIVED 'FEB 22 2010 DMMUNITY EVELOP 0 52 N 0 0 O N 0 U U ao rn 0 Z z J o sq CO za�z w ~ Q - z ao_ J �g Q m rn Y w H Y J 0) N MAIN KEL CHECKED RAK DATE 2/19/2010 SGLA A5 NOTED ADD NUMBED 09047 A3.1 • NEW PLYWOOD ROOFING EXTENDED CN TO NEW STRUCTURE PER THE STRUCTURAL DRAWINGS NEW ROOF MEMBRANE ON NEW RIGID INSULATION SYSTEM, TYP. FOR COMPLETE BUILDRL'v NEW IUP ROOF FRAMING, SEE STRUCTURAL FOR COI.ECTICN CF NEW WALL SYSTEM AND CRO55 SUPPORT HEADER BEAM. NEW BEAM CARRYING EXISTING ROCf BEAM PER STRICTURAL- RPURE CEILING AT 9'-0', TVP. RIGID NSILATIO4 PER ENERGY CODE SCHEDULE NEW CONCRETE SLAB CN GRANULAR BASE ON VAPOR BARRIER COMPACT SUB -GRADE PER SOILS REPORT. 5'-10' 8 TOP CF FRAMING .28'-51R' TOP CF CMJ 1114LL TDP CF 1-116NEST EX15TI<G BEMs 6' DEEP CIM REVEAL COURSE BOTTOM OF HEADER . 22'-2' AFF ANODIZED ALUFL CURTAIN WALL SYSTEM WITH I' INSULATED GLAZING. VERIFY GLASS COLOR WITH ARCHITECT. ANCDIIED ALUM CURTAIN WALL SYSTEM WITH I' INS2LATE0 GLAZING, VERIFY GLASS COLOR WITH ARCHITECT. FACE Cf 01.1 BEYOND 6' DEEP CHU SILL T0P OF SILL _ . 1'-4' AFF _ 1 I TOP CF CCNCETE SLAB 0 - 0 0' % 4' CHU TRAN5ITIOU SILL, CHARCOAL duo- 0' SPLIT -FACE CM, CHARCOAL -rn-111-111 _111E111- 1-111-7 =111E111 OWALL SECTION in. _ 1,-0. 10P OF MEZZANINE SUB -FLOOR . B'-0' AFF NEW PLTW00D ROOFNG EXTENDED ON TO NEW STRUCTURE PER THE STRUCTURAL DRAILI v4 NEW ROOF MEMBRANE CN NEW RIGID 61S1.1LAT101 SYSTEM, TMP. FOR COMPLETE BUILDING NEW OF ROOF FRAMING, SEE STRUCTURAL FOR CONECTICN OF NEW WALL SYSTEM AND CROSS SUPPORT HEADER BEAM. i RECESSED LIGHT MIXT. r. RUTURE CEILING AND SOFFIT FRAMING AT 9'•0', TVP. FRE FINISHED METAL COPING CN SLOPED SHIM TOP CF PARAPET FRAM -- - _____TCP. 171 k• aFP PANTED STUCCO ON PETAL L ON FLY11I000 SHT'G ON WOOD ON VB. MNG. TOP .XXX' BOTTOM OF HEADER I .27'•0' AFF \ 1 6.-2. 1 TVP. ATE 4 W SIDES 9 A4 T• 1 _ TOP CF POST CA U' -b' AFF TOP 6' FRAMING . B' -b' AFF ""''"" TOP OF TIER FRA6 'Wxh_ . 17'-b' AFF `` BOTTOM CF FASCIA . 11'-1' AFF BOTTOM CFLFW_R . 100• ,OFF ANODIZED ALIN. CONTINUOUS VENT STRIP AT NORTH AND SOUTH EDGES OF 50FFIT. 244 FURRING STRIPS. - SDE' 0' AFFvwn U . 0'-0' AFF T I-1 1=11 1=1 I I I I 11 1E1 1= =111E1 -111- 11_1 1-1 1 1-111 111-111- 111-111=,- 1-1 11=111- 111=111=111=111=111=1 I OWALL SECTION 1R' : 1,_0. RECEIVED 'FEB 22 2010 COMMUNITY DEVELOPMENT K 5 5 11 0 5 U K 5 K 5 0 0 O rc 0 0 cn cn rn Z 0z J g z 012 m zocz `} W 2 / i Q Hw 0 m Y - w 11.1 N sn 1„1 REGISTERED ARCHITECT • OBERT A. KROESE STATE K WASHWGTCN DRAWN KEEL FLAK DATE 2/19/2010 salt AS NOTES JOB INJURER 09047 A3.2 GALV. SHT METAL CAP FLASH5G, SLOPE TO ROOF. PRONDE HORIZONTAL LAPPED JOINTS (NO VERT. JTS) P.T. RATE WIN RECESSED ANCHOR BOLTS TYP. RN =INTER FLASHNG UP PARAPET FACE AND OVER TOP OF PARAPET MEMBRANE ROOFING 04 RIGID INSULATION SYSTEM GN PLYWOOD DECKING PARAPET ETAIL _ TOP OF FRAING TAPERED CAP 61411 ANTED STUCCO 04 METAL LAN ON vB. RN PLY111000 514EATHNG 04 WOOD FRAMING. ANODIZED FRY REGLET SYSTEM REVEAL ANODIZED FRY REGLET S2STEM REVEAL NEW CMJ WALL, SEE ELEVS FOR all TYPE 2.8E OF GOON BELOW QUOIN PER ELEV. WTH MITERED CORERS, TYP. LIE OF 0JON ABOVE AND BELOW. TYP. VA A 4 In 101 16. 11 QUOIN DETAIL NEW 01.2 WALL. SEE ELEVS FGR all TYPE EXI5TDG CONCRETE TILT -UP WALL WITH PLASTER L / T ) LIM 1 WRAP 4' CMJ AROUID CORER / BELOW FN. FLOOR LSE. /► Viii Viiii AA MU ORNER DETAIL GALV. 5147 METAL CAP FLASHING, SLOPE TO ROOF. PRDNDE HORIZONTAL LAPPED JONTS ONO VERT. NTS) RW COUNTER FLASHING UP PARAPET FACE AND OVER TOP OF PARAPET MEMBRANE Roam 04 RIGID INSULATION SYSTEM GN PLYWOOD DECKPG 2 PARAPET DETAIL '_0 GALV. VT METAL CAP FLASHDG, SLOPE TO ROOF. PROVIDE HORIZONTAL LAPPED JONTS ONO vERT. 21T5) TAPERED CAP 54411 PAINTED STUCCO ON METAL LAN ON vB. 04 PLYWOOD SIEATHNG ON WOOD FRAMING ANODIZED FRY REGLET SYSTEM WEAL ANODIZED FRY REGLET SYSTEM REVEAL LNE CF 0121214818 BEYOND 54481 4 CAULK CURTAIN WALL MILLION 1' N5l41ATED GLAZING SYSTEM N 6' ANODIZED AUK CURTAIN WALL 525. RU4 COUNTER FLASHING IIP PARAPET FACE AND OVER TOP OF PARAPET 4W d TOP OF FRAMING . 28' - 5 188' _ TOP O CM1 WAIL . 28'-2' AFF 4LUCOBOND METAL PANEL 525TEIM OP OF 14I61-E5T EXISTNG BEAM 21'-5' — PARAPET DETAIL WGOD FRANC LUTA PLI110OD 5HEATU G AND VAPOR MEMBRANE PANTED STUCCO ON METAL LAN ON vB. FRY RFGI FT SYSTEM ANODIZED 4LIM8111 REVEAL 01.1 WALL PER STRUCTURAL r NSLLATED GLAZING IN 6' ANODIZED ALUM CURT4N WALL SYS. WTH THERMALLY BROKEN FRAME. SEE ELEV. AND SCHEDULE FOR 512E AID SPACING OF CURT4N WALL 11412.1045, TYP. CURTAIN WALL HEADO CURTAIN WALL MULLION 1 1/2'.I'-0'®3'.1'-0' INSULATED GLAZDG SYSTEM N 6' ANODIZED ALU1. DURTAN WALL 525. FINISH MALLS AND TRIM BY SEPARATE PERMIT AND CONTRACT. _ TOP GF MEZZANINE 5U8 -BOOR . 13'-0' 4TH LINE a CMI JAMB BEYOND 1' NSULATED SPANDREL (4 A55 IN 6' ANODIZED ALUM CURT4N WALL 515. • N5UL4TED GLAZING SYSTEM IN 6' ANODIZED AL111 CURT4N WALL SYS. CURTAIN WALL DETAIL 1 IR'.I'-0' • INSULATED GLAZDG SYSTEM N 6' ANODIZED ALII'L CURTAIN WALL 525. 54411 4 CAULK OIRTAN WALL 11112.10' _TOP O CFA15ILL_ PER ELEV. LNE OF CMI JAMB BEYOND 6"012SILL I TOP OF CONCRETE SLAB _ I SLOPED 0'u CAP NSULATICN PER SCHEDULE '-3' OUTSIDE FACE TO OUTSIDE FACE :OP OF FNISHE 0 POST CAP 14'-6' ATP 5/8' FL2WIOOD 514T'G RN BUILDING FELT OVER PARAPET AND 00.114 TO LONER TIER FRA 180 FRY R2FI LET SYSTEM A1400. ALIMINUM REVEAL PAINTED STUCCO CN METAL LATH ON vB. ON PLYWOOD ON WOOD FRAMING L BALANCE OF NOTES PER 10-A41 CURTAIN WALL SILL gA CANOPY CAP DETAIL NEW 00 WALL, SEE ELEVS FOR 0111 TTPE LINE OF CRON BELOW 010N PER ELEV. WITH MITERED CORERS, TTP. EXISTING CONCRETE TILT -IP WALL UTH PILASTER !®I, LINE OF CMU BELOW FF. ELEV. /IMM1 LNE OF ONION ABOVE ®/ AEL ID BOW, TTP. J ® QUOIN DETAIL TOER 0' ELEVCMl SILL P.---- I' INSULATED GLAZ8G SYSTEM 84 6' ANODIZED ALIri CURTAIN WALL 525. 54481 N CAULK CURTAIN WALL MILL104 ANODIZED ALUM. SILL RATE JIN44 INTEGRAL DRIP SLOPE EXTEROR AND SET N GROUT BED. A5HNG UP WALL CONT. CANT STRIP, T2P. CURTAIN WALL SILL I IQ'.I'-0' SOFFIT DETAIL BAR INSULATION PER SCHEDULE MN I BATT INSULATION AIRSPACE BOTTOM O LMIHEADER PER ELEV. NARD1 PANEL SOFFIT. PANT 1 1!1'.1'-0' 5/8' 8.111000 5HTG WITH MEMBRANE OVER WOOD PRATING, T2P. JONTS AT NW AND SE CORERS AT EAST COL. AND SW AND NE CORERS AT WEST COLUMN. PANTED STUCCO 494 METAL LAN ON vB. ON PLYWOOD 041110D FRA@Y.. TUBE STEEL COLI/14 PER STRICT. RAN LEADER PER ROOF RAN, CONNECT TO STORM SYSTEM PER CML DRAW5G5. CALK SHIM SPACE, TTP. I' NSULATED GLAZING N 6' ANODIZED ALUM CURT4N WALL 5Y5: INTEGRAL COLOR CMI, COLOR PER 50 -ED OJAMB DETAIL 3'•1'-0' R ND COUNTER uNG UP PARAPET OvER CAP -, L 0 O 0 0 0 0 s ut 0 z 0 TOP OF DRAPING_ . 13'-6. 4AIF • m ;ga• GALV. SHEET METAL CAP O ' e FLASHING, PANT. i i5 • .C1-3.)•-1 ry PRONDE TAPERED SHIM PANTED STUCCO CN METAL LAN CN va ROOF9G FELT ON RYWOOD DECK CANOPY DETAIL FROVIDE TAPERED swim UNDER FLASHPG, TIP ROPING FELT ON PLYWOOD D=14 PER 5188801. CANOPY FRAM UpG PER ROOF PRATING PLAN HARDI-PANEL SOFFIT /l TOP CF TIER FRAM *_ L \ ,_ n . Q -6' AFF r GALV. SHEET METAL CAP FLA -SUNG. PANT. F 3 CANOPY DETAIL PROVIDE TAPERED SHIM PANTED STUCCO ON METAL LATH ON va ON 8.1111000 ON 1000 FRAMING BOTTOM OF FASCIA I . II' -2' AF RAN LEADER PER ROOF RAL ELBOW UNDER FOOTBG. 5/5' RTIWOD 5HT'G IUT44 MEMBRANE OvER W100D FRAMING, TYP. PAINTED STUCCO ON METAL LATH ON VB. ON PLYWIDOD W W100D FRAMING. TIME STEEL COLUMN PER STRICT. CONCRETE PLN1T1, I5' X B' TO MATCH OWER 0 5 0 Z_ O cZ J o z m zacz W ~ 2 co z coJ Egg Q m *5 DLO 0 LW T N REGISTERED ARCHITECT OBERT A. KROESE STATE OF WASMINGTO5 DRAM KEL O ECKED FLAK DATE 2/19/2010 scNx AS NOTED 1O7 EX151ING CCNC. FN. FLOOR RECEIVED FEB 22 2010{ A-4.1 COLUMN DETAIL ® COLUMN DETADMuu JOIN MUSED 09047 • • 3' 18 2 z EXISTING VERIFY NEW GRATLITE 5 GLAZING M EXISTING MOM FRAMES 18 ANODIZED ALI37. CURTAIN WALL HEAD AND 20713 WITH CONCEALED CLOSER TOP PIVOT W/ M0.1/75G PLATE TOP INSERT OVERHEAD CONCEALED CLOSER R BASE PATCH FITTING DOOR PER SCHEDULE LONER BASE PATCH FITTING BOTTOM SPINDLE N5ERT FLOOR BEAR9G PIVOT FRAME, BEYOND ■ I DOOR PER SCHEDULE THERM. BROKEN MOO. ALU't THRESHOLD, MAX HEIGHT -1i FN, FLR ELEVATION GLASS DOOR DETAIL THRESHOLD DETAIL O ® 3'=I'-0' 9; 1ET'IP TEMP TEMP TEMP TEMP TEMP © WINDOW ELEVATION 7 WINDOW ELEVATION 3'=I'-0' 7 INSULATED GLASS M ANODIZED ALM. CURTAN WALL SYSTEM (DAR( BRONZE) I' INSULATED GLASS N ANODIZED ALUM. CURTAN WALL 5Y5TE11 (DARK BRONZE) p405 LOCATIONS OF GWA55 M CURTAN WALL RiQ.coc1 WINDOW ELEVATION 3'=I-0' WINDOW ELEVATION O 3'.I'-0' EXISTING CONC. WALL PANELS 3/4' x 3' EXPANSION BOLTS AT 32' 00 FOR ANC410RMG STL. ANGLE TO EXIST. CONC. WALL. DOOR GUIDE ASSEMBLY ON CCM. 253' SM. MOWING ANGLE BY GEN. CCN1R OVERHEADNERTICAL LIFT DOOR O.H. DOOR JAMB DOOR SCHEDULEPANT. NOTES: Y REPLACE DAMAGED PANELS. VERIFY PROPER WIOR(NG OF ALL DOCK DOORS, • NEW N50L. METAL OH DOOR TO MATCH EXISTING, PANT • NEW TEMP. GRAYLITE 5 GLAZING N EXISTING STOREFRONT DOOR NO. DOOR WIDTH 1 -EIGHT TYP TFK FIRE MATERIAL FRAME HEADJDAMB MATERIAL FINISH DTL TL HARDWARE LOCK CLOS THOS PANIC REMARKS 1 PR 3'-0' (-6' A MAF. TEMP. GLASS 3/A41 3/A41 ANODIZED AL DAR( BRONZE • • • PER MANUFACTURE 2 3'-0' 1'-6' 141 EXISTING EXISTING E/15TN6 E•I5TING PANT. 3 12'-0' 9'-0' M E/15TING E/157TH E/15TNG E/I5TNG 4 I2-0' 9'-O' M EASING Ex15TNG E•!STING EMSTING 5 12'-0' 9'-0' M E/ISTMG E/15TNG E/1511101 ErI5TNG 6 11'-0' 9'-0' M E/ISTNG E.15TMG E/ISTING E/15TING 1 9'-9' 9'-0' M E/I5TNG 0/I5TMG E/I51NG ErISTING 8 9'-9' 9'-0' M 0/150540 ErISTNG E/I511.G Er15TING 9 9'-9' 0'-0' C MATF. M 5/441 51M 5/441 M PANT • • • 10 9'-9' 9'-O' M E/I5TNG E/I5TNG Er15TING E/15TING II 9'-9' 9'-O' M EXISTING 0'151RG E/I5TING E/I5TN4 0 9'-9' 9'-0' M E•I511NG E/ISTNG EXI5TNG Er15TNG 13 9'-9' 9'-0' M EXISTING E•15TNG E/I5TIN6 E/15166 M E/I5TNG E/I5TNG E.1511 G E/ISTNG 15 9'-9' 9'-O' M EASING 5315764 E/ISTING E/I5TNG M E/15TING E,15066 E/151114 E/1511101 11 9'-9' 9'-O' M 5/15TNG 5/15150 0.15TING E/I5T1NG 18 3'-0' 1'-6' B MAF. TEMP GLASS EXISTING E/15150 E/15TNG EYI5TNG - 19 3'-0' 1'-6' H1 E/I5TNG 4/44.1 5 41511101 EXISTING • PANT. NEW THRESHOLD PER DETAIL. 20 3'-0' 1'-6' HN E/ISTNG E/15TNG PANT. 21 3'-0' 1'-6' 141 5,15TING EYI5TIN6 PANT. 21 10-0' 9'-0, M 23 10-0' 9'-0' M DOOR TYPES -NEW TEPP. FRAMELESS GLASS NEW TEPP. GRAYLITE 5 NEW NSUL. METAL 014 DOOR DOOR WITH DARK BRONZE GLAZING N EXISTING TO MATCH EXISTING, PANT HARDWARE AND SIDELITES STOREFRONT DOOR .ti // \ / TEMP \'TEMP TEMP) TEMP TEMP \/' PECf 1VED v ® © ©FEB 22 20104 COMMiJNi7Y DEVELOPNENT DD SUBMITTED FOR OWNER APPROVAL 0 CO REGISTERED ARCHRECT OEERT A. KROESE STATE CF WA9*NCTON KEL CHECKED RAI( DATE 2/19/2010 SCALE AS NOTED JOB BOBBER 09047 A-4.2 GENERAL NO• GOVERNING CODE: THE INTERNATIONAL BUILDING CODE' (IBC), 2006 EDITION, SHALL GOVERN DESIGN AND CONSTRUCTION. REFERENCE STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION IN EFFECT ON THE BID DATE OR DATE OF OWNER -CONTRACTOR AGREEMENT UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. GEOTECHNICAL' AFTER BECOMING FAMILIAR WITH THE SITE CONDITIONS THE CONTRACTOR SHALL RENEW ALL GEOTECHNICAL -RELATED CONSTRUCTION REQUIREMENTS AND RECOMMENDATIONS. THIS PROJECT INVOLVES DEMOLITION OF EXISTING FOUNDATION AND BELOW GRADE STRUCTURES. ANY DISCOVERY OF UNFORESEEN CONDITIONS THAT MIGHT DIMINISH THE INTEGRITY OF THE NEW OR EXISTING FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED PRIOR TO PLACEMENT OF CONCRETE AND REINFORCING STEEL PLAN NOTES AND SPECIFICATIONS: THE GENERAL NOTES CONTAINED HEREIN SPECIFY A MINIMUM LEVEL OF PERFORMANCE REOUIRED FOR THIS PROJECT. WHERE NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS AND DETAILS DIFFER FROM THE GENERAL NOTES, THE MORE RESTRICTIVE SHALL APPLY. REFER TO THE SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND STRUCTURAL DRAWINGS. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PLANS, SPECIFICATIONS, REFERENCE STANDARDS, AND GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. CONTRACTOR'S NOTES: STRUCTURAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ARCHITECT A410 ENGINEER OF RECORD. ANY TEMPORARY BRACING AND SHORING REQUIRED UNTIL ALL STRUCTURAL CONNECTIONS HAVE BEEN COMPLETED, IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION RENEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THEIR WORK. VERIFY AND COORDINATE OPENINGS IN ROOF, FLOORS, AND WALLS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR OTHER NON-STRUCTURAL WALLS, FINISHES AND DIMENSIONS. SUBMITTIALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD, FOR RENEW OF DESIGN INTENT, PRIOR TO ANY FABRICATION OR CONSTRUCTION OF THE FOLLOWING ITEMS: CONCRETE REINFORCING STEEL STEEL EMBEDMENTS IN CONCRETE, COLD -FORMED METAL FRAMING, STRUCTURAL STEEL, SOLID -WEB WOOD JOISTS, GLUED LAMINATED MEMBERS, AND PLYWOOD SHEAR WALL HOLDOWN SYSTEMS. DESIGN CRITERIA: LIVE LOADS: FLAT -ROOF SNOW LOAD = 25 PSF EXPOSURE FACTOR, Ce = 0.7 IMPORTANCE FACTOR, Is = 1.0 THERMAL FACTOR, CI = 1.0 MEZZANINE LIVE LOAD = 50 PSF PWS 20 PSF PARTITION LOAD - INCLUDE 10 PSF IN LATERAL DEAD LOAD REFERENCE IBC TABLE 1607.1 FOR OTHER LITE LOADS NOT INCLUDED ABOVE. LATERAL LOADS: WIND: BASIC WIND SPEED (3 -SEC. GUST) = 85 MPH EXPOSURE CATEGORY B IMPORTANCE FACTOR, Ir = 1.0 BUILDING CATEGORY II SEISMIC: IMPORTANCE FACTOR, le = 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss = 139.8 %g Si = 47.8 %g SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENTS, Sds = 93.2 %g Sd1 = 48.5 %g SEISMIC DESIGN CATEGORY D BASIC SEISMIC -RESISTING SYSTEM(S): REF. ASCE TABLE 12.2-1 A(7) DESIGN BASE SHEAR, V (ASD) = 199 KIPS EAST WEST MEZZANINE LEVEL BASE SHEAR, V = 5.4 KIPS SEISMIC RESPONSE COEFFICIENT, Cs = 0.133 RESPONSE MODIFICATION FACTOR(S), R = 5.0 (MASONRY SHEAR WALLS GOVERN) EOUNALENT FORCE PROCEDURE WAS USED 5.0- 26840E3.51 ALLOWABLE SOIL BEARING PRESSURE EOUNALENT ACTIVE YIELDING FLUID PRESSURE EQUIVALENT ACTIVE RESTRAINED FLUID PRESSURE PASSIVE EARTH PRESSURE SOIL FRICTION COEFFICIEN SOIL DENSITY 2000 PSF 35 PCF 50 PCF 300 PCF 0.35 110 PCF THE ABOVE VALUES ARE ASSUMED PER DATA PROVIDED - CONTRACTOR MUST FIELD VERIFY. PUo-ail T -IN -P C 2fF: CONCRETE WO 'CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19, ACI 301, "STANDARD SPECIFICATION _.OUCTURAL CONCRETE", AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE MATERIALS: CEMENT: ASTM C150, TYPE I, U.N.O. AGGREGATES: ASTM C33 ADMIXTURES: ASTM C260, C494, C618, AND C1017 WATER: ASTM C94 FLY ASH: ASTM 0618 CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: SIDEWALKS & CURBS 2500 PSI (28 DAYS), MAX. W/C = 0.47 SLABS ON GRADE f c = 4000 PSI (28 DAYS), MAX. W/C = 0.47 FOUNDATIONS Fc = 2500 PSI (28 DAYS), MAX. W/C = 0.59 ALL STRUCTURAL CONCRETE, U.N.Of'c = 3000 PSI (28 DAYS), MAX. W/C = 0.47 A MIX DESIGN FOR EACH CLASS OF CONCRETE SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR RENEW PRIOR TO CONSTRUCTION. MAXIMUM NOMINAL AGGREGATE SIZE SHALL 8E LIMITED TO 3/4", UNLESS NOTED OTHERWISE, OR AS APPROVED BY THE ENGINEER OF RECORD. CALCIUM CHLORIDE SHALL ONLY BE USED WITH APPROVAL OF THE ENGINEER OF RECORD. WATER/CEMENT RATIO: W/C RATIO SHALL BE CALCULATED ON THE BASIS OF TOTAL CEMENTITIOUS MATERIAL MAINTAIN MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD. FOR AIR -ENTRAINED CONCRETE, MAXIMUM SPECIFIED W/C LIMITS SHALL BE REDUCED BY 10%. ACR CONTENT: AIR ENTRNNMENT OF 5% (+ OR - 1 1/2%) SHALL BE PROVIDED IN THE CONCRETE MIX FOR ALL CONCRETE EXPOSED TO FREEZE/THAW ACTION, INCLUDING BUT NOT LIMITED T0, EXTERIOR CAST -IN-PLACE FOUNDATIONS, EXTERIOR WALLS, EXTERIOR SLABS ON GRADE, AND STRUCTURAL SLABS EXPOSED TO WEATHER. AIR -ENTRAINED CONCRETE SHALL CONTAIN 10% LESS WATER THAN NON -AIR -ENTRAINED. SLUMP: SLUMP FOR ALL CONCRETE MIXES SHALL BE 4', UNLESS NOTED OTHERWISE. SLUMP REQUIREMENTS MAY BE WANED, UPON APPROVAL OF THE ARCHITECT AND ENGINEER OF RECORD, IF WATER/CEMENT (W/C) RATIOS ARE MAINTAINED. TOLERANCE FOR SLUMP SHALL CONFORM TO ASTM C94. FLY ASH: UP TO 15% OF THE CEMENT CAN BE REPLACED WITH FLY ASH, CONFORMING TO ASTM C6I8, AS LONG AS THE MINIMUM CEMENT CONTENT IS MAINTAINED. CURING: MAINTAIN CONCRETE IN A MOIST CONDITION FOR A SUITABLE PERIOD AFTER PLACEMENT, IN ACCORDANCE WITH ACI 301, SECTION 5. GROUT: USE A NON -SHRINK GROUT WITH ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 6000 PSI MINIMUM, UNLESS NOTED OTHERWISE. EPDXY EMBEDMENTS: UNLESS NOTED OTHERWISE, ALL EPDXY EMBEDDED ITEMS CALLED OUT ON THE STRUCTURAL DRAWINGS SHALL BE SIMPSON "SET", HILTI HY-150, OR APPROVED EQUAL. ALL EMBEDDED ITEMS SHALL BE INSTALLED PER THE EPDXY MANUFACTURER'S RECOMMENDATIONS. CONCRETE REINFORCEMENT. EXCEPT AS MODIFIED BELOW, CONCRETE REINFORCEMENT SHALL CONFORM TO THE LATEST ED1HONS OF ACI 315 AND 318. MATERIALS: REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED BARS, U.N.O. WELDED WIRE FABRIC: SMOOTH FABRIC, ASTM A185. DEFORMED FABRIC, ASTM A497. TIE WIRE: 16 GAUGE OR HEAVER, BLACK ANNEALED. ADDITIONAL MATERIAL REQUIREMENTS : UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD, ALL ASTM A615 REINFORCING STEEL SHALL HAVE AN ACTUAL YIELD STRENGTH BASED ON MILL TESTS THAT DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI. IN ADDITION, THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL TENSILE YIELD STRENGTH SHALL NOT 8E LESS THAN 1.25. FIELD BENDING: BARS SHALL BE BENT COLD THROUGH AN ANGLE NOT GREATER THAN 90 DEGREES, AND SHALL ONLY BE BENT ONCE. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR APPROVED BY THE ENGINEER OF RECORD. BARS THAT DEVELOP CRACKS OR SPLITS AFTER BENDING SHALL BE REPLACED. LAP SPUCES: LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 1'-6" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS AND LAP 30 BAR DIAMETERS OR 1'-6" MINIMUM. FOR WELDED WIRE MESH, LAP ALL EDGES 1-1/2 MESH MINIMUM. MECHANICAL CONNECTIONS: ICBO APPROVED MECHANICAL CONNECTIONS MAY BE SUBSTITUTED FOR LAP SPLICES IN SOME LOCATIONS IF PRIOR APPROVAL 5 RECEIVED FROM THE ENGINEER OF RECORD. SUCH CONNECTIONS SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR. WELDING: WELDING OF REINFORCING BARS SHALL CONFORM TO ANSI/AWS D1.4. REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALYSIS SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT IS PERFORMED. THE CARBON EOUNALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT. IF MILL TEST REPORTS ARE NOT AVAILABLE, A CHEMICAL ANALYSIS SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. THE CARBON EQUIVALENT (C.E.) SHALL NOT EXCEED .55. REINFORCING BARS MEETING ASTM A706, DEEMED TO MEET THE WELDABILITY REQUIREMENTS, MAY BE USED IN LIEU OF TESTING. SPECW. INSPECTION IS REQUIRED FOR ALL FIELD WELDING. CONCRETE COVER - MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER (15 & SMALLLER) 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER (16 & URGER) 2" TIES IN COLUMNS AND CONCRETE COVERBEAMS 1-1/2" INTERIOR FACE OF WALLS 3/4" REINFORCED MASONRY EXCEPT AS MODIFIED BELOW, REINFORCED MASONRY SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: IBC CHAPTER 21, ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES', AND ACI 530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES'. STRENGTH AND COMPLIANCE: MINIMUM COMPRESSIVE STRENGTH, f'm, OF THE MASONRY ASSEMBLY SHALL BE 1500 PSI AT 28 DAYS, BASED ON IBC TABLE 2105.2.2.1.1 FOR CLAY MASONRY AND TABLE 2105.2.2.1.2 FOR CONCRETE MASONRY. VERIFICATION SHALL BE PRONGED PRIOR TO CONSTRUCTION IN ACCORDANCE WITH IBC TABLE 1708.1.2 AND IBC SECTION 2105, USING MASONRY PRISM TESTING. MATERIALS: CONCRETE MASONRY UNITS: ASTM C90, TYPE I, MEDIUM -WEIGHT CONCRETE UNITS, U.N.O. MORTAR: ASTM C270, TYPE S, AND IBC SECTION 2103.7. PROPORTIONS MAY BE BASED ON LABORATORY OR FIELD EXPERIENCE OR IBC TABLE 2103.7(1). MINIMUM COMPRESSIVE STRENGTH SHALL BE 1800 PSI AT 28 DAYS. MASONRY CEMENT SHALL NOT BE USED IN SEISMIC DESIGN CATEGORIES 0, E. AND F. GROUT: ASTM C476 AND IBC SECTION 2103.10. PROPORTIONS MAY BE BASED ON LABORATORY OR FIELD EXPERIENCE OR IBC TABLE 2103.10. MINIMUM COMPRESSIVE STRENGTH SHALL BE 2000 PSI AT 28 DAYS. REINFORCING BARS: ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. LAP BARS 40 DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE, JOINT REINFORCEMENT ASTM A82 FOR SMOOTH WIRE AND ASTM A496 FOR DEFORMED WIRE. USE IWO LONGITUDINAL WIRES NOT LESS THAN 19 GAGE. LAP 12' FOR SMOOTH WIRE AND 6" FOR DEFORMED WIRE AT SPLICES MASONRY REINFORCING STEEL: ONE 115 VERTICAL BAR IN A GROUTED CELL SHALL BE PROVIDED AT SPACING INDICATED ON THE PUNS, BUT NOT EXCEEDING 32" ON CENTER. 1W0 15 FULL -HEIGHT VERTICAL BARS SHALL ALSO BE PROVIDED ON EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. UNLESS OTHERWISE NOTED ON THE PLANS, BOND BEAMS WITH TWO 14 HORIZONTAL BARS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 48" ON CENTER. BOND BEAMS SHALL ALSO BE PROVIDED AT ALL FLOOR AND ROOF ONES AND AT THE TOP OF WALLS. GROUTED CELLS: FILL ONLY CELLS CONTAINING REINFORCING BARS WITH GROUT, UNLESS PLANS SPECIFY ALL CELLS TO BE GROUTED SOUD. GROUT POURS SHALL NOT EXCEED 5'-0" IN HEIGHT UNLESS CLEANOUTS ARE PROVIDED. LOCATE CLEANOUTS Al THE BOTTOM COURSE AT EVERY VERTICAL BAR, OR 32" ON CENTER FOR SOLID -GROUTED MASONRY. REFERENCE ACI 530.1, SECTION 3.5 FOR GROUT PLACEMENT. BLOCK PATTERN: USE RUNNING BOND UNLESS NOTED OTHERWISE. EPDXY EMBEDMENTS: UNLESS NOTED OTHERWISE, ALL EPDXY EMBEDDED ITEMS CALLED OUT ON THE STRUCTURAL DRAWINGS SHALL BE HILTI FN -150, OR APPROVED EQUAL. ALL EMBEDDED ITEMS SHALL BE INSTALLED PER THE EPDXY MANUFACTURER'S RECOMMENDATIONS. EPDXY EMBEDMENTS SHALL BE INSTALLED IN GROUTED CELLS ONLY, UNLESS NOTED OTHERWISE. IF EXISTING CELL 15 FOUND TO BE HOLLOW, ADDITIONAL GROUT SHALL BE ADDED TO FILL AN 8" WIDE VERTICAL COLUMN DOWN TO THE FIRST BOND BEAM BELOW THE EMBEDMENT. INSPECTION: PERIODIC SPECIAL INSPECTION OF STRUCTURAL MASONRY IS REQUIRED FOR THIS PROJECT. SPECIAL INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH IBC SECTIONS 1704.5 AND 2105. STRUCTURAL STEEL: EXCEPT AS MODIFIED BELOW, STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: RISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND RISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". MATERIALS: STRUCTURAL STEEL (V SHAPES ONLY): ASTM A992 OR ASTM 4572, GRADE 50 STRUCTURAL STEEL (OTHER SHAPES & PLATES): ASTM A36 STRUCTURAL TUBING & ROUND HSS: ASTM 4500, GRADE B STEEL PIPE: ASTM 453, GRADE B MACHINE BOLTS: ASTM A307, GRADE A HIGH-STRENGTH BOLTS: ASTM A3250, TYPE 1 ANCHOR BOLTS ASTM 01554, GRADE 36 THREADED RODS: ASTM A36 HEADED SHEAR STUDS: ASTM A108, INSTALL IN ACCORDANCE WITH AWS D1.1 BASE PLATE GROUT: NON -SHRINK, MINIMUM f'c = 6,000 PSI AT 28 HAYS WELDING: ALL STRUCTURAL WELDING SHALL CONFORM TO AWS D1.1, 'STRUCTURAL WELDING CODE -STEEL". WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS/WABO REQUIREMENTS. ALL FIELD WELDS SHALL USE E70 ELECTRODES, UNLESS NOTED OTHERWISE. ALL FIELD WELDS AND SHOP WELDS FOR BRACED FRAME AND MOMENT FRAME CONNECTIONS SHALL USE E70 ELECTRODES WITH A MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 FT -LBS AT -20 DEGREES FAHRENHEIT. SHOP PAINTING: STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH CONCRETE NEED NOT BE PAINTED. ALL OTHER STEEL SHALL BE GIVEN ONE COAT OF SHOP PAINT, IN ACCORDANCE WITH SECTION 1.13 OF THE AISC "SPECIFICATION" AND SECTION 6.5 OF THE AISC "CODE UNLESS NOTED OTHERWISE. WOOD FRAMING: EXCEPT AS MODIFIED BELOW, WOOD FRAMING SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: IBC CHAPTER 23, AITC "TIMBER CONSTRUCTION MANUAL', AND THE NDS NATIONAL DESIGN SPECIFICATION'. MATERIALS: GLUED LAMINATED TIMBER: ABC 190.1 AND 117 PLYWOOD: DOC PS 1-95 BOLTS: ASTM A307, GRADE A LAG BOLTS: ASTM 4307 ANCHOR BOLTS ASTM F1554, GRADE 36 NAILS: COMMON WIRE NAILS CONFORMING TO ASTM F1667 SAWN STRUCTURAL LUMBER' ALL STRUCTURAL LUMBER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: JOISTS BEAMS AND POSTS STUDS DOUG -FIR 11 DOUG -FIR 11 HEM -FIR 12 OR BETTER ALL DIMENSIONS NOTED ARE NOMINAL WOOD BEARING ON OR WHIN 1" OF CONCRETE OR CMU OR WITHIN 6" OF EARTH SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE MILD STEEL PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD, EXCEPT PROVIDE CUT WASHERS AT SILL PLATES. MINIMUM FASTENING SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ALL NAILS IN TREATED TIMBER SHALL BE GALVANIZED. GLUED LAMINATED TIMBER: GLUED LAMINATED TIMBER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: SIMPLE SPAN DOUGLAS FIR (240-V4, DF/DF) CANTILEVER AND CONTINUOUS SPANS 00001AS FIR (24F -V8, 00/00) PROVIDE WET -USE ADHESIVES. MOISTURE CONTENT SHALL BE 16% MAXIMUM. WOOD BEARING OR INSTALLED WITHIN 1" OF CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. A COAT OF END SEALER SHALL BE APPLIED TO THE ENDS OF ALL MEMBERS EXPOSED TO WEATHER AS SOON AS PRACTICABLE AFTER END TRIMMING. ALL NAILS IN TREATED TIMBER SHALL BE GALVANIZED CAMBER ALL GLUED LAMINATED BEAMS TO 3,500-0000 RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. ROOF SHEATHING: ROOF SHEATHING SHALL 8E 5/8" (NOMINAL) APA -RATED SHEATHING, 32/16, EXPOSURE 1, SIZED FOR SPACING. INSTALL PANELS WITH 1/4' SPACING AT END JOINTS AND 1/8" SPACING AT EDGE JOINTS MINIMUM. NAIUNG SHALL BE 10d (COMMON) AT 8" O.C. AT SUPPORTED PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. INSTALL PLYWOOD SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. SHEAR WALL SHEATHING: SHEAR WALL SHEATHING AND FASTENING SHALL BE AS SPECIFIED ON THE PLANS. MINIMUM NAILING WHEN NOT SPECIFIED SHALL BE 10d (COMMON) AT 6" 0.C. AT ALL BLOCKED PANEL EDGES AND 12' 0.C. AT INTERMEDIATE SUPPORTS. PLYWOOD PANEL EDGE BLOCKING IS REWIRED AT ALL SHEAR WALLS. PRESERVATIVE TREATMENT: UNLESS NOTED OTHERWISE, ALL LUMBER AND PLYWOOD REQUIRED TO BE PRESERVATIVE TREATED SHALL BE PRESSURE TREATED AND SHALL BEAR AN APPROVED QUA0TY MARK OR THAT OF AN APPROVED INSPECTION AGENCY WHICH MAINTAINS CONTINUING SUPERVISION, TESTING, AND INSPECTION OVER THE QUALITY OF THE PRODUCT, AND SHALL BE IDENTIFIED. ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE STAINLESS STEEL OR HOT -DIP GALVANIZED. PROPRIETARY PRODUCTS: ENGINEERED JOISTS AND BEAMS SHALL BE OF THE SIZE AND TYPE NOTED ON THE STRUCTURAL DRAWINGS AS MANUFACTURED BY TRUS JOIST MacMILLAN, OR APPROVED EQUAL. JOISTS SHALL HAVE LOAD CARRYING CAPACDY IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED LOAD TABLES AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP DRAWINGS, WITH PLAN LAYOUT AND REQUIRED CONNECTION DETAILS, FOR RENEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION. INSPECTIONS: INSPECTIONS SHALL CONFORM TO IBC SECTION 109. SPECIAL INSPECTIONS: IN ADDITION TO THE INSPECTIONS REQUIRED 8Y IBC SECTION 109, SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF IBC CHAPTER 17 ON THE TYPES OF WORK LISTED IN SECTIONS 1704 AND 1707. SPECIAL INSPECTIONS SHALL INCLUDE, BUT ARE NOT LIMITED T0, THE FOLLOWING ITEMS: -- WOOD DIAPHRAGMS AT ROOFS, FLOORS, AND SHEARWALLS (IBC SECTION 1704.6.1) -- EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD-BEARING REQUIREMENTS (IBC SECTION 1704.7) PERIODIC SPECIAL INSPECTION: 1. ON-SITE STRUCTURAL WELDING (IBC SECTION 1704.3) - - SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" 2. MASONRY CONSTRUCTION (IBC SECTION 1704.5) - - MORTAR, REINFORCEMENT, ANCHORS, GROUT, AND STRUCTURAL CONNECTIONS 3. STRUCTURAL WOOD (IBC SECTION 1707.3) - - FASTENING OF COMPONENTS WITHIN THE SEISMIC -FORCE -RESISTING SYSTEM (INCLUDING DRAG STRUTS, BRACES, AND HOLDOWNS) CONTINUOUS SPECIAL INSPECTION: 1. ON-SITE STRUCTURAL WELDING (IBC SECTION 1704.3) - - ALL WELDING NOT COVERED BY PERIODIC INSPECTION 2. MASONRY CONSTRUCTION (IBC SECTION 1704.5) - - GROUT PLACEMENT -- INSTALLATION OF EPDXY OR ADHESIVE ANCHORS INS,'ECTION I@TES SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. RECEIVED FEB 2 9 2010 z 0 K 0 0 0 0 z 0 0 0 0 0 8 dyy i V Z z JO z COw Occz W W 0 CC L U) Q H_ Z 0 J E -J Q m LW H CT) V N D(PIRES 2/13/11 DRAWN KEL CHECKED RAK DAm 2/15/2010 sour AS NOTED AB NkNBER 09047.00 S 1.0 • • • 1 uo -coq 27'-1' 24'-7• 24'-7• 24'-7' 24'-7' FOOTING SCHEDULE qs-2,500 psl NARK SIZE REINFORCEMENT F4 0 !-0' r !'-0' . 1'-0' 4-/5 U. WAY BOT. F4 S !'-6' r !'-6' x I'-0' 4-/5 EA. WAY BOT. F5 0 5-0" r 5-0' . I-0' 5-/5 EA. WAY BOT. F5.5 5-6' r 5'-6' x I' -I" 6-/5 EA. WAY BOT. F6.0 6-0' x 6'-0' r I'-3' 5-/6 EA. WAY BOT. F6.5 6-6" x 6-6" x 1'-3' 6-/6 EA. WAY BOT. F7 0 7-0' r 7-0' x 1-4' 7-/6 EA. WAY 801. NOTE 1.) ALLOWABLE SOIL BEARING CAPACITY = 2500 psl 2.) NOT ALL FOOTING SUES ABOVE MU. BE 05ED. 24'-7' EXISTING FO01I140: 2'-6" WIDE X 1'-0" DEEP, TOP OF FOOTING AT -4'-4" BELOW TOP OF EXISTING SLAB, TYPICAL. POUR BACK STRIP SAW CUT AND REMOVE EXISTING SLAB, TMP. EXISTING [i- 1 I EXISTING r--1 I I I I L EXISTING r- I I T I L _,_ J NEW FOOTING: 4' X 4' X 1'-0" D WITH (4) i5 BARS EA. WAY (BOTTOM) EXISTING r--1 I I 1 11I L__J EXISTING 51" THICK CONCRETE SLAB ON GRADE TOP OF SLAB 15 REFERENCE DATUM ( 0' - 0") \\\\\\\\\ o2 \ e ▪ F4.0 r J L EXISTING 55" THICK CONCRETE SLAB ON GRADE. TOP OF SLAB IS REFERENCE DATUM ( 0' - 0") 1 *$ + r—t— ✓ F4.0 1 I n o L J 1 1 L_ _J IXISTING 11:4- X 101" CLULAM COLUMN TO REMNN (SUB TO ROOF) EXISTING 1 1 r - I L_ ADD 668 D.F. +1 POST 10 EACH SIDE OF COLUMN EXISTING 1 I EXISTING FOOTING: 5'-0" X 5'-0" X 1'13 W/ 5 - 16 EA. WAY TO MANN NEW 6'-0" WIDE X 20'-0" L X , 1'-4" DEEP FOOTI WITH (6) \\\\\L\\\\ \\\\\\\\\\\\ 1090.. TRANSVERSE, TOP .. 801509. cO, 1A- F4.0 6.0 r-7 L J 1N\\\\\\ 3 \\\1\\\\\\T\\»\,\ HSS c om F4.0 J I _L__ 1 -1 —NEW 12" CMU WALL, TOP OF FOOTING TO TOP OF SLAB. —r 0 SCALE: 1/8" = 1'-0" 1 L_ 12'-111' 25'-1/1' DOSTINC 1-1T1 \--EXISTING FOOTNG 5'-0' X 5'-0' X 11 - EXISTING } r—* - 1 1 - 1 L_ NEW FOOTING: 7' X 7 X I'-2" D WITH (7) /6 BARS EA. WAY (BOTTOM) REMOVE EXISTING W000 COLUMN EXISTING r--1 I 1 L_ J EXISTING FOOTING: 2'-0" WIDE X 1'-0" DEEP. TOP OF FOOTING AT -4'-4" BELOW TOP OF EXISTING SLAB, T'Y'PICAL F7.0 REMOVE DOSING WOOD COLUMN TMP. 4' \\\\ L5 N WALL FOOTING 3'-0" WIDE X 1' 3'-0 - • 4d,4\0 9' 3 0 F6.0 fF yH ti ' r - ,I 1 L rr- 1:1 1; 1 10 6'-2" F4 era 1 NEW 1'-6" WIDE X 10" DEEP RAMP WALL FOOTINGS, CENTERED ON WALL 1YP. NEW 6" CMU RAMP WALLS, IMP. F3.0 1 ■ L_ L WALKWAY ❑ I I _7il I J 12'-2' 13-10' 15'-5)f' PLANTER I II llLjyI 1 1 L J FOUNDATION PLAN NEW 8" CMU RAMP WALLS, TMP. II 1 CENED O 3 4a z 0 U O O O O EXPIRES 2/13/11 CM`Mm KEL CHECKED RAK GATE 2/15/2010 sou AS NOTED JOB MJYBER 09047.00 FEB 22 20101 S2.1 COMMUNITY DEVEL OPtAEAIT EAoST3fG (03" x 10}" GLULAM COLUMN TO REMAIN (SLAB TO ROOF) (2) ROWS 10d 2 6' OC. EA. ROW 6 3 X 15 aa EDGE BEAM PER PLAN 1-1/8' PLYWOOD 16' TJI @ 16' 0.C. SIMPSON WPU 2.37 W24 X 76 BEAM PER PLAN MEZZANINE JOIST TO BEAM ,,-m. IU, FLOOR SHEATHING PER / // // PLAN AND GENERAL NOTES T.O.HER.ME. FLOOD WO• %PR 1T Y / (2) ROWS 10d 8 6' 0.C. EA, ROW 16" BOND BEAM AT ROOF ELEVATION WTIH (4) 84 HORIZ. JOIST PER PLAN 314 x16 PSL EDGE BEAM 4x8 PRESSURE -TREATED LEDGER W/3E'0 ANCHORS BOLTS 2 24' 0.C. & 6' FROM ENDS OF EACH PEICE Drii MEZZANINE Qa CMU WALLS // (2) ROWS 10d 8 6' OC. .7 EA. ROW 3)(1'x16' PSL JOIST PER PLAN GLASS PER ARCH. EDGE OF MEZZANINE 0 GLASS • 27'-1' SHEAR WALL SCHEDULE (8) 494 SHEATHING L FAS1E10G SHEAR TRANSFER CMIECTIIILS 10mIM FRA10G MENDERS (7) MARK CAPACITY LBS/FT (U APA -RATED PLYWOOD/USD SHEATHING (2) NAIL SIZE (3) EDGE NAIL SPACING FIELD NAIL SPACING BOTTOM PLATE NAILING (5) SILL PLATE COM. TO FOUNDATION (4) (6) RIM JOIST OR BLOCKING COM ALONG TOP PLATE FRAMING AT ABUTTING PANEL EDGES FOUNDATION SILL PLATE PI -6 280 15/32' - ONE SIDE 104 6' OC. 12' OC. (6d B 6' OL 3/4'0 A.B. R 48' OC A35 4 16' OC 2x 2x PI -5 350 15/32' - ONE SIDE (0d 5' 0L. 12' OC. (6d B 4' RC 3/4'0 ARB 48' OC. A35 4 16. OC 2x 2x P0-4 425 15/32' - OE SIDE 1Id 4' OC. 12' OC, (6d B 4' D.C. 3/4'0 ARB 48' 0.C. A35 4 12' OL 3x 3x NOTESo 1. ALLOWABLE SHEAR CAPACITY ASSUMES HEM -FIR FRAMING 880 IS W CONFORMANCE WITH THE 1997 UNIFORM BUILDING CODE AND TIE 2003 INTERNATIONAL BUILDING CODE. 2. 7/16' APA -RATED 000 SHEATHING NAY 0 USED IN PLACE OF THE 15/32' PLYWOOD SMATHING PROVIDED ALL STUDS ARE SPACED AT 16' OC. MAX 3. USE COMMON NAILS, UN.O (10(i=0.148'0x3', 16d=0.162'0x3 1/2') 4. USE I.C.B.O. APPROVED EPDXY FOR THREADED ANCHOR RODS INSTALLED IN EXISTING CONCRETE. 5 REFERENCE APPLICABLE DETAILS FOR ADDITIONAL FRAMING REQUIREMENTS WHERE SPACING OF BOTTOM PLATE NAILS IS LESS MAN 4' OC. © © O 24'-7' 6. SILL PLATE ANCHOR BOLTS SHALL BE PROVIDED WITH 2'x2'x3/16' STEEL PLATE WASHERS 11( SEISMIC DONE) 3 6 4 AND SEISMIC DESIGN CATEGORIES 0, E, 6 F. 7. 3, FRAMING MEMBERS ARE ONLY REQUIRED IN SEISMIC ZONES 3 6 4 (O2 SEISMIC DESIGN CATEGORIES in D, E, 6 F) EXCEPT VI -ERE SHEATHING 15 APPLIED ON BOTH SIDES OF THE WALL FOR DOUBLED SIDED WALLS, 21 FRAMING IS ACCEPTABLE OLY IF ABUTTING PANEL EDGES ON OPPOSITE SIDES OF THE WALL w APE NOT LOCATED ON THE SNE FRAMING MEMBER. B TO MINIMIZE CORROSION, PROVIDE MT -DIPPED GALVANIZED (ELECTRO -PLATED IS NOT ACCEPTABLE) NAILS AND CONVECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CO2ECT0RS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. 9. REFERENCE TYPICAL SHEAR WALL ELEVATION FOR ADDITIONAL FRAMING INFORMATION 24'-7' P EXISTING 103" X 10)'( GLULAM COLUMN TO REMAIN (SLAB TO ROOF) 4 E0 S _- ADD 608 D.F. '1 POST `o."'(, TO EACH SIDE OF COLUMN \`G '0Z S 1") Jti i `S51 . LDV 3.56/16 HANGER 3 x )6 )2.2E1 PSL Ik NEIF 3 } X (6 (2.26) PSL 16 TJI 360.1 16OC W/ P50N WP 2 37 HANGERS,TYP s 7MEZZANINE FRAMING PLAN SCALE: 1/8" = 47'-2' E S6.1 EXISTING CONCRETE P111 - O s i 0 0 0 0 5 0. CONSTRUCTION DRAWINGS 0 o 0 0 -7 0 •rehit•etu r• + •ngin••rinl Z 0 J_ 5 m J 0 0) N cn z O z O cz L Q z 00. EJ m • 0 Y (>2f 1- 1— ET) hE 1 EXPIRES 2/13/11 PRAWN KEL CHECKED RAK PATE 2/15/2010 scur AS NOTED JOB NUMBER 09047.00 RECEIVED FEB 22 2010 S2.2 COMMUNITY DEVELOPMENT i O • NEW ROOF SHEATHING AND SUB -PURLINS NEW 406 0 4'1-0" OC NEW 2X6 0 4'1-0" OC NEW 4X6 0 4 EXISTING BERKELEY PANEL ROOF SYSTEM TO REMAIN TOP OF EXISTING CONC. TILT PANELS -L.Lr C '06 EXISTING CFL -313 GLA EXISTING ay P;;- NEW RFA ao g m o OC m z C s m 0 0 2 =7 iddrard nno do dol G fQi _NI x I x 02 v GIB W21 X 50 CANTILEVER TY Bf:W AT ROOF 21 X50 N see AT ROOF EXISTING BEA EXISTING BEA S TO REMAIN EXISTING BEA S TO REMAIN O EXISTING BEAMS 10 Cul BACK S TO 661 BAC TO NEW MEZZ TO NEW MEZZ L. L. TOP OF EXISTING CONC. TILT PANELS NEW ROOF SHEATHING AND SUB-PURUNS 13 r d nrva do EXISTING 266 SUB PURUNS 02'-0"OC 295 FIDELITY BUILDING SITE & BUILDING RENOVATIONS 5920 S 180th STREET TUKWILA, WASHINGTON 0 k O •rchlt•ctur• + •ngln••ring 19 SOOTS MAIN STREET N10 SEATTLE, WA 98104 12081824 3210 FAX 824-9243 112 OLDS STATION RD. SUITE B WE - 5101 FAX WA 98851 ISOM484-5181 FAX 8859)50 9/9/09 1/11/10 2/8/10 PROJECT START DATE DD SUBMITTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMIT BUILDING DEPARTMENT CORRECTIONS CONSTRUCTION DRAWINGS REVISION REVISION REVISION REVISION REVISION • PER ARCH 24" MAX } / j 4X8 LEDGER W/ ' B ANCHOR BOLTS 0 24.00 8• GNU UNIEL 0 a O 0 113212 HANGGERS Z 0 0 3 O 0 U QV K 0 0 0 0 0 N N a 1 X 11 BLOCKING INVERTED SIUPSON LGU3.25-SDS 3 i X 14 PSL OR 3] X 13 i 24F -V4 13-10 INvERTED SNPSON 2-1• CANOPY PLAN ® SCALE: 3/4'RI'-0' 1'-11• TOP AND SIDES IF ERTED LUS28 = 1 X 14 LVL ,=, / 1.1 2x12 BLOCK CO 24 OC L8212 HANGERS OCANOPY EDGE SCALE: 1 1/2"=1'-0" WINDOWS SIMPSON LSTA24 ® 24"OC BENEATH PLYWOOD EMBED PL g X i'-3 i" r X 6" WHS'S 1 1/8" CDX PLYWOOD ALL EDGES BLOCKED W.FULL-DEPTH BLOCKS. 100 NAILS © 4" OC ALL EDGES. CANOPY OSCALE: 1 1/2"=1'-0" -!Ea IIIISSIIII BACK PLATE 4 X X 0'-6" SIDE PLATES 9 X i X 0'-9" BRG PLATE 3 X X 0'-4 LGU3.25-SDS STEEL EMBED PL 7 X g' X 1'-3 i" W/(4) i" X 6" WHS'S (REMOVE CMU FACE SHELL) (2) #4 IN BOND BEAM ® CANOPY LEDGER ELEVATION RECEIVED FEB 2 2 2010 S 2.4 OCANOPY EDGE coMMuNm SCALE: 1 1/2"=1'-0" DEVELOPMENT Z 0z J 0- z 03wzF- 03 oW I - CC L < a 1 Z m J W 0 mrnY ▪ W Lf) 0) ) EXPIRES 2/13/11 DRAM KEL CHECKED CUTE 2/15/2010 500 AS NOTED .108 MIYBER 09047.00 EXISTING I2 PILASTER III. rwrAst Ewa moo 1.7-443241217-52: 16 X 3'-0" DOWEL 0 EACH BOND BEAM DRILL AND EPDXY PER GENERAL NOTES PLAN OF DOWELS TO EXISTING CONCRETE TILT - UP OCMU =-1'-0" PILASTER DETAIL SCALE: 3/4" CND WNL PER PLAN GROUT CELLS 50UD 0 AB'S pub- ayi TYP. ANCHOR BOLT IN CMU SCALE: 3/4"=1'-O" • TSP. AT CORNER TYP. AT CORNER TOP CF PN1940=D FLOOR ID -ID" FP8841ED GRADE VAR1E8 15 VERT. 0 24" OC PLACE ON WALL CENTERLINE OF WILL W/ (2) 14 0 48" O.C. (1JAX), TYP. 16" BOND BEAU 0 ROOF W/ (4 f4 CONT. 12'-0" LONG WALL SHALL BE GROUTED SOLID W/ f5 VERT. 0 24" AND (2) 14 Al H0R12. BOND BEAUS PER SPACING INDICATED TO THE LEFT DRAG CONNECTION PER DETAIL 8/06.1 �' ra�r'ati ar :r L rr r titi'Jr, �i'i 1;28.0528n AN r 5 ti r r' • 5 v (8) f5 -r��MI= / ••1 1•11•1•1•1•111•111M 1•111 CA(U LINTEL SCHEDULE WALL MAX.CLEAR DEPTH REO'D ROD MINIMUM W10TH SPAN MAX. PANEL LENGTH, L 010911ER EMBEDMENT• 6" 4'-8" 16' 5/8"0 10" 6" 6'-0" x 6'-O" x 1'-3" 5-f6 EA. WAY BOT F6.5 b' -b' z b' -b' x I'-3' 12" 10'-0" 7'-0" x 7 -0" x I'-1" 6-16 EA. WAY BOT F7.5 fox L VERT. 0 24" 0.C. (ALT. DIRECTION OF NOOK) (2) 15 CONT. 0 TOP, 80T., & 00 -DEPTH OF CMU UNTIL (EXTEND 4'-0" WN. PAST EA. END OF WALL OPNG.) 2 I/2" - PER DEV. H S4.1 TYP. CYU WALL PER PLN ABOVE LINTEL (EXTEND ALL TYP. VERT. 11 HORZ. WALL RUNE. 111RU 56111) B.O. UNTO_ 2 1/2" TO 0100 PER MGH. f5 FOOTING / WALL DOWELS 0 24" OC ©CMU LINTEL AT LARGE OPENING SCALE: 3/4"=1'-0" 2 1/2" SECTION A -A (2) 85 VERT. am CELL " 0.C. MAx. (FULL 81. OF 1110 WALL) OPIER REINF. AT OPENINGS SCALE: 3/4"=1'-0" CMU WALL ELEVATION SCALE: I/O' • 1'-0" 5TA01 BOND JON1 CAULKING (F5 5101.1IT AT FIRE RATED WALLS, SEE ARCH) SIO. HRS AT END OF HOR2. MINE. NNS CONTINUE BOND BENI & RDNF. THRU CONTRBL JOINT AT TOP OF WNL A AT CHORD BMS ALONG R00F UNE 3/8" JT. RUBBER CONTROL JOINT LATERAL sz5: = metwatot$ 1; :,MINNOW VERT. REN E. SAME SIZE AS TSP. VERT. REINF. PLAN VIEW TYP. CMU EXPANSION JOINT SCALE: 3/4"=1'-0" L (PER TABLE) NOTES 1. TSF. ARCH. DWGS FOR FINAL CONTROL JOIN1 LOCATIONS. 2. 00 NOT LOCATE CONTROL JONTS AT WALL OPNGS. 3. TYPYAL CONTROL JOINT LOCATIONS ARE AT: • CONSTRUCTION JOINTS IN FBUNDADONS, FLOORS MO R00FS. • CHANGES N WALL H66311 • 1155 TION 1/2 THE RECOMMENDED JOINT SPACING FROM WALL CORNERS • RECOMMENDED SPACNG PER TABLE RECOMMENDED SPAGAIG REINFORCED CLU WALL OF CONTROL JOOBS PARTIAL GROU1 SOLID GRAN RAM OF PANEL LENGTH TO H8GH1, L/H 3 215 MAX. PANEL LENGTH, L 60 FEET 40 FEET HRT. COMROLMPANSION JOINT (REF. ARCH.) WU WALL PER PLAN O CONTROL JOINT LOCATIONSSCALE: 3 J (8) f5 CANOPY CONNECTION EMBEDS PER H&J/S2.4 / alit ME ME MENEM Mil MM. ,� ;5 ,fi. r ,ti .�, �, a w CMU WALL MINIMUM REINFORCEMENT SCHEDUAL qs=2,500 psi MARK SIZE REINFORCEMENT F4.0 (-0" x 4'-0" x 1'-0" 4-15 EA. WAY BOT. F4.5 4'-6" x 4'-6" x I'-0" 4-15 EA. WAY 801 F5.0 5'-0" x 5'-0" x 1'-0' 5-15 EA. WAY 80T. F5.5 5'-B" x 5'-6" x l' -I" 6-f5 EA. WAY B01. F6ID 6'-0" x 6'-O" x 1'-3" 5-f6 EA. WAY BOT F6.5 b' -b' z b' -b' x I'-3' 6-16 EA. WAY BOT. F7.0 7'-0" x 7 -0" x I'-1" 6-16 EA. WAY BOT F7.5 7-6" x 7-6" x I' -S" 7-16 EA. WAY BOT. F8.0 8'-0" x 8'-0" x 1'-6" 8-16 EA. WAY 801. F8.5 8'-6" x 8'-6" x I'-7" 8-16 EA. WAY 801 19.0 9'-0" x 9'-0" x I'-8" 9-16 EA. WAY BOT. NOTE: I.) ALLOWABLE SOIL BEARING CAPACITY = 2500 psf 2.) NOT ALL 1OOTING SIZES ABOVE WILL BE USED. CMU REINF. SCHEDULE ¢ m No o d o O O U J Z Z Z Z U m� Z� 0 0 0 0 0 gyi � O UIy>l >N_ U>I VI IA O>> O W W W a mvimcAaa a zm age SCALE: 3/4"=1'-0" BOND BEAM AT BOP OF WALL VERTICAL 8615 - ENDING AT TOP OF OPENING MUST HAVE 180 H00K 2'-0" LIN. TYP. ALL OPENINGS (2) /5 HRIICN 8885 FULL HEK2R OF WALL AT EACH CORNER AND EACH SIDE OF OPENINGS MIN. 40 0 LAP 1'-6" 4419. T.O. FTC.. OR 51111 WNL 15 DM/ELS 0 MATCH HRT. RER1F. -L 0 MASONRY OPENING TYP. WALL RI3NF. PER END. PLN (2) f5 (2) 15 \ / MASONRY OPENING ENING NQEL 1. PROVIDE CONTINUOUS� BOND BEAU W/ (2) IS M 1 LEDGERS N. AT AL 2/5 EACH SUE OF ALL CONTROL JOINTS (HORIZONTAL 2. ROWDE 5 18EBV(10 STOP AT MT EXCEPT BOND BEAMS Al TOP OF WNL, LAIN ROOF ELEVATION AND CHORD REINF.) 0 Z oz J g m zitz - CC / L CO Q z _m E - u)� o *5 If) LLJ LLgu) o EXPIRES 2/13/11 DRAW KEL CHECKED RAK SATE 2/15/2010 scut AS NOTED A9 xw9EA 09047.00 TYP. REINF. @ CMU WALL OPG. S-3.1 SCALE: 3/4"=1'-0" 4. J • PUo • o 1 -WALL INTERSECTION ALT. CORNER BAR BENDS EA DIRECTION CORNER REM. 1 HORIZONTAL RENF. o T -WALE INTERSECTION ALT. CORNER BAR BENDS EA DIRECTION CONC. OR Cw WATCH BORE. BAR SQE AND SPACING FOR CORNER BARS SINGLE LAYER 141E: • INDICATES 1'-6' MN. 4'-0' P WALL S RETAINING 50L 30 OLA FOR CONC 40 OU FOR CORNER RENF. E HORIZONTAL RENF. CONC. OR CIN DOUBLE LAYER O TYP. CORNER BAR DETAILS NO SCALE AD�.F. II POST TO EACH SIDE OF COLUMN EXISTING 10 1 X 10 GL COL EXISTING SLAB ON GRADE. r 4 I��,IB�Tilll�lll-1111 EXISTING FOOTING 5' X 5' X 1' ©COLUMN DETAIL SCALE: 3/4'=1'-0" TOP OF WALL PER PIAN (VARIE) (2) 14 CONT. 2 TOP COURSE OF 8' CMU 8' CMU WNL CENTERED ON FOOTING, TYP (2) 14 CONT. MISLED GRADE PER ARCH III=III .III11 PER PUN CMU PLANTER WALL O 6 r L 6d OR "1 4' 401. OFFSET FOR STIRRUPS AND TIES BAR 416. BEND DIAMETER (D) SIZE STIRRUPS/TIES REINE. BARS_ _ /3 4d = 1 I/2' 6d = 2 1/4' /4 40=2' 6d =3' 15 4d = 2 1/2' 6d = 3 3/4'_ 16 N/A 6d = 4 1/2' 17 N/A 60 = 5 1/4' 18 N/A 60 = 6' 19 N/A 6d = 9' /10 N/A 8d = 10 1/4' 111 N/A 8d = 11 1/4' 114 N/A 10d = 17' 118 N/A 10d = 22 1/2' 110100 d = BAR DIAMETER FOR REINF._BARS OREBAR BENDING SCHEDULE NO SCALE EMT. SLAB ON GRADE GRID 14.2-0 DAL. 0 18' O.C. (SIMPSON SER EPDXY INTO DST. ENO.) NEW SUB ON GRADE & RENE. PER PUN 13 0 18'5.C. EA WAY EXS1IG CONC. WNL AND FON 5' EMBED 181.1 r 10' OP. THICKENED SLAB EDGE NOTE: VERIFY THAT FILL OPT IS COMPACTED PRIOR TO PLACING AND COMPACTING 4' GRAVEL SUB BASE FOR SLAB ON GRADE ©NEW SLAB TO EXISTING SLAB SCALE: 3/4"=1'-0" 8' CMU WALL I j 40 0 A inemon I� 12 CMU WALL &SE NEW H55 CCU4N PER PUN SUB ON GRADE • RAN DUAL r 2' NON -9H12196 GROUT TYP. WAL FOOTING BASE PLATE IY x (' X l'-2' W/(4) (' ANCHOR BOLTS SLAB ON GRADE & RDNF. PER PLN BASE PL SUB BLOCKOUT H55 COL PER BASE PL & AB. PER PUN (MED 8') 1/4 r TILL SLAB BLOCK01115 W/CONCRETE AFTER All DEAD LOADS ARE IN PUCE 1' NON -SHRINK GROUT BED yam.•.• I• . .0=meo. II ' (CER 0 1S CC. LINO.) DD SUBMITTED FOR OWNS 0 ce O O O O rn Ltz SPREAD FTG. AT INT. HSS COL. ° I_ o @ SCALE: 3/4"=1'-0" 8' CAU WALL 4 0 (2) 14 CONT. 2 TOP COURSE OF 12' CAU 12' CIU WNL BASE BASE PLATE � MESHED GRADE PER ARCH ADD /5 WEEPER FOOTING SCHEDULE ONEW"=HSS COLUMN @ WALL FTG H CLMU WALL DETAIL SCALE: 3/41'-0° O NO PPES TO BE PLACED WITHIN THIS HEIGHT FOON4G PER RAN TRENCH ADJACENT PPE AS OCCURS NO DIGGING FOR RPE TRENCH PARALLEL TO FOOTING BELOW THE UNE NOTES: I. SEB NOTES ON FO40016IIN PUN FOR U WAIL AL REINFORCEMENT. 2. PIPE & CONOUT MUST RAIN PERT. MU WALL. 3. VERT. & HOW. CLEAR SPACE BETWEEN AW/CENT RPE SLEEVES SHALL NOT BE LESS THIN THE DIAMETER OF THE WEER SIEVE. NEW RICIO INSULATION 0 CO.' 41N. PIPE SLEEVE: I.D. OF SLEEVE SHALL BE 2' (MIN.) LARGER TWIN 0.D. OF PIPE TYP. FTG. AT PIPE OR CONDUIT NO SCALE 5 • r 7-6' RUN REBAR TO MATCH SPICING OF SUB RENF. W/ ONE ENO GREASED OR WRAPPED 01 BUILDING PAPER (CTR 0 J1.) _trl,2' PRE -FO 91 4 .IONf MATERIAL COMPACTED GRAVEL VAPOR RETARDER FREE DRAINING GRAVEL EXPANSION JOINT PLASTIC 'BP STRIP' OR SIWCUT 00 • .• ..• CONTROL JOINT 1 EXPIRES 2/13/11 DRAWN KEL CHECKED RAK DATE 2/15/2010 SCALE AS NOTED .IDD NDUDw 09047.00 TYP. CONC. SLAB ON GRADE JT. S-4.1 NO SCALE J W -BEAM PER PLN O MEZZANINE BEAM DETAIL SIMPSON HD T1TEN 5/8' DIAx 5" 0 24' cc CONT BLKG. w/ 3/4'0 CARRIAGE BOLTS 024'o/C 1 1/8" PLYWOOD SIMPSON 172.1/11.88 L 5 x 5 x 3/8 CONT. 1/4 SPLICE PLATE 4x5/8x1'-4" O MEZZANINE JOISTS TO PANEL 015K. THRU-BOLTS IN 2x STUD 0 END WNL CONDITION, IN AO0I1I04 TO STUDS RE0'D IN SCHD. (RE0'D 0 THD' HOEDOWNS ONLY) DREADED ROD TO MATCH 6010080 ANCHOR REQUIREMENTS. DRILL & EPDXY IMO COST. CONC. & EMBED A5 SHOO IN SCHED. BELOW Uo -01 jiSEE 1CLDOWN 5CHED. FOR RE0'0 STUDS SLAB ON GRADE WAIL 5116. OMITTED FOR CLARITY, SEE PLAN SEE SCHD. FOR RE0'D BOLTS/SCREWS SIMPSON HOEDOWN PER PLAN P.T. DOT. P1. W/ AB', FER SI-CM/WAIL 5010. EMT. CONC. FND. PER PLN KID IN AL FACTUR0 IN ACCORDANCE W MANUFACTURERS REQUIRCIENS. HOLDOWN SCHEDULE 100EL N0. MIN. N0. BOL)5/SCREWS MI5 R00 LOOM OF STUDS REO D 0 STUDS IXAMEIER 198109ENI• P102 1 (10) SDS I/4x3 5/8"1 10' P105 2 (14) SDS I/4x3 5/8'1 10' P106 2 (18) SDS 1/413 7/8'1 15• H010A 3 (4) 7/8'0 M.B. 7/8'1 15' 5CHEDULE NOTE; E308108E7)1 REQUIRE NTS ARE BASED ON INSTALLATION OF EP9XY ANCHORS IN 6 OR DOCK CONCRETE STEM WALLS W61H MINIMUM 13 4 EDGE DISTANCE. I I/O" PLYWOOD W24.75 0 GRID F (BEYOND) 36• SHEAR PLATE FIN WALL 0 ENTRANCE LOOKING WEST BFAION0 PLATE 6xi1"x1'-0" W/ (2) 36.0x6• W16'S 0 8' GA. FIN WALL DETAIL 0 ENTRANCE SLI. CONNECTION PER SHEAR PANEL SCHEDULE (MIN. I6d AT 6' 0/C WHERE PLY 6 E.N. TO R111 JOIST, U.N.O.) TLOORSHFATHWG PER FR00110 PLN TJI PER FRAMING PUN NOTE: THESE DETAILS RE CT THE MINIMUM ACCEPLOI SHEAR TRANSFER CONNECTION. SFE RIE SHEAR PANEL SCHEDULE Al SPECIFIC 10561111016 040. B.N. PER FRAMING PLAN ALT FRAMING ANGIE LOCATION N. 1 1/4' 0.8E TJ -STRAND RDA 00800 I TOP PULE 1 1/4' 013E 13-STRAN0 Po 1�1 INC ANGLE, SPACING PER SHEAR PANEL SCHEDULE (24' 0/C MPMIUM) 16d AT 12' 0/C (0R 10d AT 6' 0/C) FLOORSHLATHING PER FRAYING PLAN TJI PER FRAMING PLN SHEAR PANEL WHERE OCCURS J171515 PARALLEL TO WALL { II -w-8' CIU WALL BEYOND I I 63;"124 CLB PER PLN 906 PLATES 10%/E'xl'-0" 8/ (2) I.0 BOLTS a 0 Q 0 0 0 K z 0 0 G m 0 0 Z s 0 a4 0 0 0 O O O O EMBED PLATE 7"97"x2'-0' 11101E RATE 3"d6"x1'-10' W/ (6) 5x3'-0' PLAN DETAIL OF DRAG CONN. n MEZZANINE TO CMU DRAG CONN. 0 I B.N. FLOOR S10ATHING 10d AT EACH TOP ANO BOT. FLANGE LTP4 FRAMING RATE LOCAION PER SCHEDULE (WHEN LIPS 5 5 SUBMITTED FOR SPECIRED 1104, FRAMING RATE MAY 81 INSTALLED ON OUTSIDE OF SHEAR PANELS UP TO 1/2" MAX. THICKNESS). FOR BAIAl101 OF/ NOTES SEE J5 PARALLEL 10 WAIL JOISTS PERPENDICULAR TO WNL 1-8d (2 1/2") BOX NAIL AT EACH SCE OF 136 JOIST AT BEARING. 1 1/2' 80019001 FROM END TO 11101110E SPLITTING 051618 AT SPACES CO NOT SPLICE OVER LOWER FLOOR OPENINGS = )'-0" RIM JOIST TO TJI CONNECTION (AT UPPER & LOWER FLANGE) 2-10d (1 -EA SIDE OF FLANGE) T TJI 560 JOISTS TJI JOISTS PER FRAMING PLAN MINIMUM 1 3/1' BEARING AT ENDS SHEATHING PER PLAN 1111 JOIST PER PLAN NNW TOP PLATE IOtl Al 66'1 I ' 0 C 0/C OR 6611 1_, 3/4" 11519U64 BEARING 2-10d JJ(1 TO .7 0006 07105FLANGE)(AT UPPER PPE 60 JOISTS FLANGE) 1011 800 AT 6" 0/C ((1iOENML OR 1611 BOX AT 12' 0/C (TOENA1 D648ERSTRND OR MCRO AII 6111 JOIST PER FRAMING PLAY FL00R MUSS PER FRAMING PLAN DBL TOP PLATE WEB 510016ER ATTACHMENT GAP: )6' MINIMUM 236" MAXIENM >THREE16d (3)4" X .135' DLA.) BOX NAILS AT 031560 JOISTS B STIFFENER EACH SIDE. TJI 560 WEB STIFFENERS SHALL BE 204 BLOCKS SHEAR TRAN FLR JOISTS TO WALL FLR JOIST TO RIM JOIST CONN.WEB-STIFFENER DETAIL 1 • = 1'-0" G NOT TO SCALE H H.S.S. COLUMN BEYOND (2) ROWS 10d 0 6. 0.C. EA ROW PSL EDGE BEAM PER PUN 316' NAILER I-1/6" PLYWOOD W24 X 76 BEIM PER PIAN 4.5.5. COL11118 BEYOND \,2_./ =1'TYP. HOLD DOWN W/ EPDXY O EDGE OF MEZZANINE ( SCALE: 3/4'-0' MIN. PANEL DWFN90N TO 86 2'x4' U.N.O. PANEL EDGE NAILING AT BLOCKING, SRR. STUD POST END (SEE NOTE 2) OR MULTIPLE SIM ((2IW (T ----T N 03 II FI T, II I.I — L___ • 1. EDGE WILING TO WOOD POST 1 OR MULTIPLE STUDS (FUu HEIGHT) STUDS 0 76' (MAX.) (SEE NOTE 1) NOTES 1. REF. SHEAR WALL SCHEDULE FOR REWIRED FRAMING MELBERS BASED ON WAIL HYPE. 2. REF. HOIDOW1 DETAILS FOR 400006AL FRAMING REQU00MENTS. 3. FIEF. TYPICAL PERFORATED SHEAR WALL •.11 APPLICABLE FOR ADDITIONAL REQUIREMENTS,AS 4. IN SEISMIC (0R 5161110 DESIGN CATEGORIES 0,E, & F. ALL ANCHOR B0U5 MALL BE PROVIDED WITH 14009518 2".283/16' PLATE WASHERS. JL -Fr .1 i�i3 I II EDGE MONO TO TOP PLATES. STGR 1-- /I, / I, I I, I . I. I. I. I. II I1 JL i----�1---- 1I— I I II II I 11 II II II 11 II L-4--LL----L--4�-1L----LL -9 -{p �— W O TYPICAL SHEAR WALL ELEVATION +4 ---TT- II\cour 11 I I TOP PLATESI 1 L5-- _LI ----JL 1 1 T III SHEATHING 0 OPENINGS FOR FLUSH FINISH DOOR OR WINDOW HEADER SEE APPROPRIATE DETAILS FOR HEADER CONNECTION EDGE NAILING TO WOOD POST OR MULTIPLE MOS (FULL Kw) 010110NG 0 ALL PANEL EDGES (SEE NOTE 1) TRIMMER STUD(S) HOLDOWN PER PLAN (SEE 1gLW'YN DETAIL) EDGE WALING TO SRL. SM. SIT. BOLTING 0R NAILING PER &EAR WALL SCHEDULE (SEE NOTE 4) 401: 0 Z 0 J_ 115 W z Cn OLu 0 Lu o 6r z W 1-2 L z 070 co J_ N °Xn vamp k C GNI 11CO W� 0 oa IXPIRES 2/13/11 DRAwN KEL CIECREO RAI( ILLS 2/15/2010 scc A5 NOTED JOB NWBER 09047.00 S5.1 • 44 • TP.O. COUARCH ROwO RER OF PLN. T.O. ROOF SLR. VARIES PER PUN 16" BOND BEAU AT ROOF ELEVATION WITH (4) j4 HORIZ. (2) j4 BARS 0 TDP COURSE j4 0 16" OC, VERB. (2) 14 BARS P.T. 4%8 LEDGER W/ r DIA ANCHOR BOLTS AT 24" 0C. SIMPSON PA28 ANCHOR SOUP 0 4'-0" OC W/ 14-164 NAE0 TO 4%6. 11004 STRAP OVER (2) 14 BARS EXISTING 4 16 PERLIN JOIST HANGER 8" C9U WALL BALANCE OF NOTES PER DETAIL C 06.1 • 511418 GLOW DRAG BEAM BRG PULE 511•/4"x0-4" BACK RATE 9j"df"x1'-4" 511x18 CLULAO DRAG SIDE PATES 15"41"xI'- " W/ (6) 1"0 PLATE 7'"x2'0" KNIFE PATE 3"x'4"x1' 0" 9/ (6) +5x3'-0" "'NOTE" XL" CONT. FILLET All CONNECTION'S/EDGES 8" CLU WALLS O ROOF EDGE 0a CMU PARAPET © DRAG CONNECTION AT ROOF A 4" = 1' I JOIST PER PLAN 6' COLUMN BEYOND (2) ROWS 104 0 6" 0.C. EA ROW ,— 4x6 NAILER 1-1/8" PLYWOOD SIMPSON WPU 2.37 HANGER W16x31 EDGE OF MEZZANINE 0 GLASS P.T. 488 NAILER (2) j5 CONT, 0 T.O. WALL T.D. COU WALL PER ARCH ROM' PLAN. T.O. ROOF 8<10. VARIES PER PLV 16" BOND BUM AT ROOF ELEVA1104 9119 (4) j4 HORIZ. 8'-0" 000 UNIEL 8EAL (2) 14 BARS NEW ROOF E%ISRNG ROOF j4 0 16" OC, KRT. (2) 14 BARS SIMPSON PA28 0 4'-0" OC BELOW PLYWOOD, IYP. SIMPSON ST2215 0 4'-0" ABOVE PLY11/000, ISP. S l'Il ROOF SHTC. PER PUN '1 4x6 0 4'-0" OC. NEW 621850 W/ 4%6 WOOD 681108 PER 0/56.1 14 0 16" OC, VERT. (2) j6 BARS ©LINTEL - ROOF FRAMING DETAIL 3/4" = 1'-0" NEW PLYWOOD COSTING PLYWOOD SIMPSON ST2215 0 4'-0" NEW DF 3 f" % 6 j" NAILER PLATE, FASTEN TO ABOVE PLYWOOD. 1YP. W21050 W/ j X 31x" LAC5 0 24" 0C (STAGGERED) NEW 621650 W/ 466 WOOD NAILER ROOF SHTC. PER PUN I, NEW PER ROOF PLN 15151140 206 0 2'-0" OC SIMPSON HU461F 0 466 & L826 0 2X6 00611N0 4%16 (5 d X 15 0 GRN) A TO B) NEW STEEL ROOF BEAM ROOF PURLIN DETAIL 1'-0" G 1" = i'-0" RECEIVED tFEB 2 2 2010 COWAIJNi Y DEVELOPMENT NEW W21850 W/ 4%6 WOOD NAILER N.S.S. COLUMN BEYOND O N'EWICOL. - NEW BEAM DETAIL 3/4•'-0' J T.O. CW WALL Y PER ARCH R00F PUN. T.O. ROOF SHT0. VARIES PER PUN 16" BOND BEAM AT ROOF ELEVATION 9101 (4) j4 HOW. (2) 14 BARS 0 TOP COURSE NEW ROOF EXISTING ROOF 14 0 16" OC, 6081. (2) j4 BARS SIMPSON 0428 ANCHOR STRAP 0 4'-0" 0C W/ 14-16d NAILS TO 4%6. HOOK STRAP OVER (2) j4 BARS NEW PLYWOOD DF 12 OR BETTER 4x6 0 4'-0" OC WTIH 2X6 0 4'-0" OC BETWEEN JOIST HANGER P.T. 4X8 LEDGER W/ t qA ANCHOR SOUS AT 24" OC. 8" CLU WALL BALANCE OF NOTES PER DETAIL C 06.1 O CMUoWALL TO ROOF STRAP 4% NAILER PER PLAN 0 3/8" SIDE PLATES W/ (2) 3/4" BOLTS AND 1" X 7" X 7" BRG PLATE 1/4" )f" } EXISTING GLU-LAL BEAM ro 1/4 1/4 1/4"K W21850 AT ROOF WI 5 X 22.5 W/ (1) 3/4" E. BOLT NEW HSS COL PER 806. PLAN ONEW COL. - BEAM DETAIL 3/4" = 1'-0" 0. R00F SHTO VARWS PER PUN 16" BONG EMI AT ROOF ELEVATION Willi (4) j4 HORIZ. (2) 14 BARS 0 TOP COURSE NEW ROOF EXISTING 8000 j4 0 16" OC, VERT. (2) 14 BAR5 SIMPSON PA28 ANCHOR STRAP 0 4'-0" 0C 9/ 14-16d NAILS TO 406. HOOK STRAP OVER (2) j4 BARS NEW PLYWOOD 0 0 N 0 0 0 O 0 0 0 O 0 N tt 0 cn cn 0 I, • G g 2 P 5 Z z J _o z m o•Z_ W H 2 - C Lin J _1 —I 0 m eel Lc) L— W 0) N 1 8P18E6 2/13/11 DRAWN KEL CHECKEID RA DATE EXISONG GLU-LAM BEAM 2/15/2010 3/8" 510E PIA1ES W/ (2) 3/4" BOLTS AND I" X 7" X 7" BRICGE PATE 8" CLU WALL scua AS NOTED AB NINSER 09047.00 NEW COL. - EXIST. BEAM DETAIL S 6.1 3/4' • ('-0' Fidelity Building Materials 5920 s leoth Street Tukwila Washington PANT COLOR F: TAG: SHERUN WLLIN15 PANT: LOCATION: PC -I GREEN EARTH 51111140 ALL EXISTING 110LL0111ETAL DOORSFR41115. EXISTING AND NEW OVERREAD DOORSFRAMES. PC -2 FEADOU LARK 5171522 TOP OF ALL EXISTING COCRETE PANELS. TTP. 4314011N ELEVATION EX15T64 RAN LEADERS AND 50PFERS, EXISTING CANOPIES PC -3 DORMER BFAOWI4 5011571 1501101 64LL EX15T6G CONCRETE PANELS. TTP. 04 ELEVATION DU5TNG RAN LEADERS 410 SCUPPERS. PC -4 RAI5N S1TT630 STUCCO AS 5410184 ON CORICE AND NEW ENTRY C4NOPT. PC -5 CARNELIAN 5W 1550 ..� (/J�� STUCCO AS 5NO1N A5 5448401 O4 CORNICE AND NEW ENTRY CANOPY, R7014 FLASHING, EXISTING RAN LEADERS 410 5GFPERS TO MATCH BUILDING PANT SCETE. PC -6 CLEAR SEALER FOR THE CIL ALL EXPOSED CTL BLODC TOP OF EXISTING PANEL - I • 26' - 5' AFF VFIZIFY PANTED 51UCC01CO'P. ON LATH ON v13. CN PLTLL00D ON 2000 FRAMING, SEE WALL SEC5045. VERIFY COLOR 11354 ARC4115CT. STUCCO JOINT AT GRDLIN€5 B 4 C- d, PANT] PL CTI 1 D STUCCO/COMP CN LATH ON v13. CN 00042000564118455)6215.2.2 WOOD NS V£RFY COLOR WITH ARCHITECT. CAST STONE COON vE5EER 5TACGERED 24' X124" 4 24' X 36' PER 50EDJLE. 2 -IR' 41100T4 FACE MAIM LOA 11551CN BRREVEAL. PER SCHEDULE 1 __ TIP CF 6245TNG PALL _. 6'-5'AFF VERTFT 8' SPLIT -FACE BURGLNDY RED 013 WALL PER 1TTRUCTIRAL DRAWINGS 4 5CR$DULE. 5TR1G IT -FACE CRAR.04L 011 WALL PER TLRAL. DRAWINGS (SC1EDULE. TC P W 045TNG CONC. SLAB 0'-O EXISTING FN151ED GRADE 51 WEST ELEVATION 1/8' = I'-0' AT ALCOVE O I PANTED STUCCO/CCM. ON LATH CR VB. CN PLYWOOD 04 2000 FRAMING, SEE WALL SECTIONS. VERFr COLOR 1211 ARCHITECT. PC -4 1 1 PANTED STUCCO/CQV. CN 14114 ON VB. O4 PLYWOOD ON 10.700 FRAMING, SEE WALL SECTIONS VERIFY COLOR WITH ARCHITECT. TOP OL EASING PANEL • 26' - 5' AFF VERFT CAST STONE MON VENEER STAGGERED 24' X 24' 4 24' X36' PER 5C4EDULE. 2 VI' SMOOTH FACE MAW4 LOA 11155104 BRICK REVEAL FAR 50EDULE 8' SPIT -FACE 81 RGINDY RED 011 WALL PER STRUCTURAL 015415 5 4 SCHEDULE. IT SPLIT -FACE CHARCOAL CHV WALL PER 5TRICNRAL DRNWG5 4 5C4EDIILE TOP OF EXISTING CONC. BLAB 0'-ele O EXISTING FNI5RED GRADE (VARIES) EAST ELEVATION ®EAST = 1'-0' AT ALCOVE 1 O -4 PC -4 5920 PC -5 PC - PC 3 CAST 5TGlE COON VENEER STAGGERED 24' X 24'4 24' X36' PER 50EDULE. ,1 0' SPLIT -FACE BUFCA6DT RED 011 WALL PER STRO )RAL 015411NGS 4 SCHEDULE. I 1 5TRICNRAL DONT. 2-V2' 53100144 FACE MAW. LOA 11156104 BRCK REVEAL. FER SCHEDULE 4' HIGH CASTLE 214ITE 011 COURSE D. SPLIT -FACE CHARCOAL 011 WALL PER 5TRCLURAL 01541)8 5 4 5C1EDILE �, ROP OF EXISTING COO. SLAB 0'-O' _ett EXISTING FNI5HED GRADE (vMIE51 PC -2 6' CASTLE UNITE CV LINTEL SEE WALL SECTION FER SCHEDULE CAST STONE OWN VENEER STAGGERED 24' X 24' 4 24' X 36' PER SCHEDULE. PC -6 UPAD0114 WALL SCONCE PER 5015011E CENTER CN WALL 840 C111 SECTION. 0' SPLIT -FACE CHARCOAL CHO WALL STRCTLRAL DRIIWG5 8 5CHE-1e E ANODIZED 4LU1WU1 OMAN 514LL SYSTEM VERIFY FINISH 10114 ARCHITECT 65LLATED GLAZING, VERIFY GLASS COLOR WITH ARC41.1ECT. 6' CASTLE NATE 01.1 LINTEL. SEE PC -6 A41 PC -6 -2 PANTED SNCCOCOrP. ON LATH ON v5.04 PLYWOOD 04 WOOD FRAMING, SEE GALL WCTIC 5. vER111 COLOR W I , A/C. 41E0T. PC -2 R' 5R.IT-FACE CHARCOAL 073 WALL PER STRCTURAL DRA4805 4 5CIEDILE. PC -6 PC -6 PC -3 EXISTING 00 40 t1E PANELS TO BE POIER 111411/20 MINED AND PANT0 ISL ToO' 0 EXISTING 00110 45 ,-___ EXISTING FINISHED GRADE Pucx:�a CAST 51084E 01091 HEWER. STAGGERED 24'X 24' 4 24' Y. 36' PC -3 5PLR-FA BUILDING 4RCO1L CIL VENEER TO MATCH 4 : ROXIMAT`LY 4' THICK - 44 OWEST ELEVATION I/8' = I'-0' J SOUTH ELEVATION PC -4 PAINTED STUCCO/CCW. CN LATH ON 153. CN I PLYWOOD 04 1100D FRAMING SEE WALL 5E071045. V5RIFY CO -CR WITH ARCHITECT. RC4--- PC-6 PC - 44 n 1 -4' SPLI1•EACE SURGI ^" RED CriO IIw STRUCTURAL DRAWINGS 4 5CH EDU.E 8' SPLIT -FACE CHARCOAL CHI WALL PER 51R4CTURAL DRAWINGS 4 5CIEDLLE. 11 EAST ELEVATION _-1 PANTED STUCCO/Car. CP LATH O4 VB. 014 PLTUAJOD ON 2000 FRAMS*, SEE GULL SECTI045. VERIFY COLOR WITH ARCHITECT. BUILDING 54513ERS AT MN 1'-0' N A CONTRASTING COLOR TO BUILDING FNISH CENTER STUCCO JOINT ON FACE 6' CASTLE 11141TE C11J LINTEL. SEE WALL SECTION. PER 50EDU E CAST STONE COON VENEER STAGGERED 24' X 24' 4 24' X 36' FER SCREDULE. 5' 5PLIT-FACE BUIGU01 RED CIL WALL PER STRICTIRAL DR4W6G5 4 SCIEDILE. ANODIZED ALL116431 CURT AP WALL SYSTEM VERIFY FN1544 WITH ARCHITECT INSULATED GLAZ6G, VERIFY GLASS COLOR WITH ARCHITECT. 5' SPLIT -CASTLE 6411E 01.1 WALL PER 51RCTIRAL DRAWINGS 4 5CHEDIILE. ENTRY CANOPY. PANTED STUCCO/00P. ON LATH ON v13. ON PLYWOOD ON WOOD FRAMING, TO MATCH CORNICE. vERF1 COLOR All ARCHITECT. CABLE RAILING 5' SPLIT -FACE BURGL DT' IED 011 WALL 4' HIGH CASTLE LLNITE OL COURSE. A' SPLIT -FACE 8URGUOT RED CM WALL 8• SPLIT -FACE 04ARCO4L OL WALL PER 5TRCIINAL DRAIINGS 4 504EDULE 6' CASTLE WHITE 011 LINNTEL. SEE WALL 5E0TICR4 PER SCHEDULE. TOP OF EXISTING PANEL • 26" - 5' AFF VERFT TOP 6 CONC. SLAB -O EXISTING FNI5RED GRADE (VARIES) DD SUBMITTED FOR OWNER APPROVAL 15 0 5. - N 0 0 5 1 Ed!, BID SET SENT OUT 0 0 1 0 0 z 0 tt 0 S a, - 0 I. r W 99x� g;x V7 t Z 0 J co`ca /` J 0 LL 0) z O Z O co W H 2 C CO Q • 5. Z co ,J V% J • rn oO L0 w C REGISTERED ARCHITECT °BERT A NROE5E 1E Of WASHINGTON S AWN KEL oefxm RAY. DATE 6/03/2010 AS NOTED AOS NwMEn 090.7 A-2.1 BALANCE OF NOTES PER 54EET A-21 FT P1-2 1 NEW CONSTRUCTION NEW RAN LEADER TO IY4TC4 EXISTPG, PANT. rREPLACE EXISTPG FLASHI G (NOT N CONTRACT). PAM PER 5,65r 4 F 7VE EXISTPG OW AND PFILL WITH SACK AND PATO- E MID PANT. PC -I PC-2 EXISTPG CONCRETE PANELS TO BE POILR ...SHE, rr.0 EAND rAPITE,MP. J� ...SHE,...SHEEl, EXISTNG CANOPY, PAM ALL EXPOSEC SURFACES, TYP ACCENT COLOR PC-? PC-2 1 PC -I PANT COLOR SCHEDULE: TAG SHER14 WILLIAMS PANT: LOCATION PC-1 GREEN EARTH 5W1145 ALL EXISTNG HOLLOW PETAL DOOR9rFRAPES, EXISTPG AND PEW OVERE4D DOORSARN'E5. PC-7 MEADOW LARC 5114527 TOP OF ALL EXISTPG CONCRETE PANELS. TYP. SHOLN ELEVATILN. EXISTNG RAN 1 FA5FRS AND SLIPPERS, EXISTPG CANOPIES. PC-3 DER BROW SW 157i sorra' OFALL D0.5TPG CONLIETE PANELS. TIP. CN ELEVATION EXISTPG RAN LEADERS AND SCUPPERS. PC-4 RAISIN 5W1630 5TI5C0 A5 SHOW CN CORNICE AND NEW ENTRY CANOPY. PC-5 CARNELIAN SW T550 STUCCO AS SHOWN A$ SHOWN ON COR•IICE AND NEW ENTRY C4VOPY. RO FLA5142,4, EXISTNG RAN LEADERS AND SLIPPERS TO PATCH BUILDNG PANT SCHEME PC-6 CLEAR SEALER FOR THE CM U ALL EXPOSED CPU BLOCK Pq-2 PC-2 EXISTING CLNC. TILT -UP CONSTRICTION REPLACE EXISTPG FLASHPG. PANT PER 0C4EDLLE (NOT N CONTRACTA REPLACE DAMAGED DOOR PANELS (NOT N BASE BID). VERIFY PROPER WORGG OF ALL DOCK DOORS TTP. PANT TTP. PC-2 PC-3 PC-2 3 PC -I P4-2 -3 PC 4 REMOVE EXISTPG WIDOW AND FRAME BARS AT Q" OC NORM V BARS VERT AT IS" OC. 4'T0ED 6" INTO EXISTPG PANEL AND EPDXY. WALL INFILL DETAIL TT?. DIM FROM TOP OF PERLN TO BOTTOM OF EASING HOR REVEAL PC-3 LINE OF EXISTPG FOOTPC5 PC•? -3 TOP OF LONG SLAB E5/AR15TPES) FNI5D GRADE 1)G 4E EXISTNG DOCK LEVELER ©EAST ELEVATION 1/8' • 1-0' REPLACE EXISTNG FLA514114, PANT FER SC2EDILE (NOT N CONTRACT). EXISTNG RANLEADER VERIFY RL. 15 FREE CF DEBRIS, PAN,. f'G -5 tt 5 /,ii / -s o r ..-5 •L 5 N[. 5 f'[ -5 / IN'', PC-2 PII.2 PC-2 PQ-2 FXLSTPY. fl}C#61E PANIFI S TO PF FYfI1FR PC-2 PC-2 PC-2 GFP1 Ai, nfn2rFn ne1n, P/,NFI PC-22../f� ( WA54ED PRIMED AND PANNED TIP. EXISTPG CANOPY, PANT ALL EXPOSED AND TERPY PROPER CORKING CF ALL DOCK DOORS, TYP. PAM. 3' ! PC 3 EXISTPG CANOPY, SUIFACES, TTP A PANT ALL EXPOSED COLOR -3 1 PC-3 5 d42 PO-3 EXISTPG STOREFRp.T SYSTEM TO PC-3 SURFACES, iTP ALCEM CO' OR PC-3 PC-3 PC-3 BE REMOVED. 5 PC-2 6 7 PC-7 I 6 9 PC-2 10 11 PC-7 12 3 wj1A 14 I �' 1 I J NULL 0" DOOR TO RIATCH EXISTNG ^.? PC-1 PC -I PG-1 I PC -I DOCKS. PANT PC -I 'PC -I PC-1 PC -I PC-1 PC -I I- LPE 6 541675G F NG5 H _.LJ PC -I - u u u u u u u u u u u u u u u u -T— Irr — i I I H I _..__- _ _ __ __.__ .... _ .. _ REMOVE EXISTING LADDER AND D PANT WALLS AND CURB. LA/OPG TO BE IPEWOVED. EAST ELEVATION 1'-0' FREE OF DEERS, PAINT. PATCH APO PANT. --- TYP. DPi FROM TOP OF PERLN TO BOTTOM CP EXISTPG HOR REVEAL TOP OF CC NC. SLAB 651570 G FNISHED GR4DE (5ARE9) 0 O s a z O m BID SET SENT OUT 0 to 0 0 0 VI w m 2 -5 N a m a - 0 I • pp� sWa 5 NEL FUN( DATE 6/03/2010 scut AS NOTED JOB hut9ER 09047 A-2.2