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HomeMy WebLinkAboutSEPA E98-0033 - PENSKE TRUCKING - ADDITION AND REMODEL BUILDINGPENSKE TRUCKING CONSTRUCT ADDITION & REMODEL OF EXISTING SHOP/OFFICE BUILDING 12840 48T" ST. S. E98-0033 I AFFIDAVIT1 OF DISTRIBUTION VILLSInk Notice of Public Hearing O Notice of Public Meeting OBoard of Adjustment Agenda Packet hereby declare that: determination of Non- significance Mitigated Determination of Nonsignificance Determination of Significance and Scoping Notice []Board of Appeals Agenda Notice of Action Packet []Planning Commission Agenda Packet Official Notice 0 Short Subdivision Agenda 0 Other Packet fl Notice of Application for E Other Shoreline Management Permit []Shoreline Management Permit was mailed to each of the following -addresses on / Z'/ I 141-t•S Sci T-70S4C/V- L4ry jo Name of Project Signature File Number 41116 CITY OF TUKWILA DETERMINATION OF NONSIGrilFICANCE (DNS) DESCRIPTION OF PROPOSAL: C0NST5RUCTI0N OF A 4.532 SO FT ADDITION FOR SHOP AND VEHICLE WASH, REMODEL INTERIOR OFFICE SPACE AND CONSTRI(CTION OF A MEZZANINE AREA WITHIN THE EXISTING STRUCTURE. PROPONENT: PENSKE TRUCt:.-.LCP.SI•NG LOCATION OF PROPO'SA,.' INCLUDING .'STREET 'ADD ESS, . IF` Ai'4Y ADDRESS: *12340 43 AV S PARCEL NO:.: -.:000430-0.018 SEC/T°WN/RNG:.. I .. LEAD AGENCY,; CITY OF• .TUic•WI14Ai FILE NO;. , E.98-0.0 3.3 The Citv?.has determined that t-he;p.r.opos:a1,. does not have a prctab1e 3is if i i,nt /adt/er- C impacts "ori the- eriVi-r.-onment. An eriv_ir-unMent impactstatement (EIS) i hot —r �equir-ed-;iinder- RCW 43. 1 .63.0! To• City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 t?siov�� 4-e. LL FROM. rhA-.tAA.A.- DATE• 3H NIF,MORAND SUBJECT. POAhVA Tu.;Cke-+.A,<, 1 (206) 433-1800 A i.01/ Y k.P4AALi.tr4__ c) t4,i(.c • w. 40, ()/r 1M -.Q TWm d/✓1Lw �'fit.Ull�yv�a,,.�Tj 0 tr�N � �) -it( 16"e- te.,1 ~ u L&. /t 0.4.44 .� S lA_�a n.1,✓41S a P)kt. l )rM! - sa.. 1, /P., •L/ 1/04./ ta,C _ ILL 1L&( c;.taVeNJ' 0ai e�v✓ 10_, Gtr ') t -i^.. Ars-c9-444:4( 13 d c,, . i vx..v ' 5rT - - (. /thiOc.x/i' 4e t7L) L ,c• (-4)()-11C,1 al/ t J ttt? 11-) o , lo) . s � r 0 . 6.9 • Catty of Tukwila Department of Community February 19, 1999 To: Steve Lancaster, Director • John W. Rants, Mayor evelopment Steve Lancaster, Director MEMORANDUM Fm: Carol Lumb, Associate Planner Re: Project File No. E98-0033: Penske Trucking Addition Project Description: Construct a 4,360 square foot addition and remodel the 6,400 square foot existing shop/wash bay and office of existing truck leasing and repair/service business. Proponent: Penske Trucking Location: 12840 48th Street South Date prepared: February 19, 1999 Lead Agency: City of Tukwila, Department of Community Development Challenges to Document: None Other Agencies of Jurisdiction: None Recommendation: Determination of Non -Significance (DNS) 6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 ° (206) 431-3670 0 Fax (206) 431-3665 Penske Trucking Determination of Nonsignificance • • Summary of Primary Impacts: Earth The site is generally flat and currently 88% impervious surface except for small landscape features around the building. The site will continue with the same amount of impervious surface when the project is complete as the new addition will be located adjacent to the existing building, which is currently already impervious surface. Minimal grading to remove existing asphalt will occur. To control erosion, the applicant proposes to use filter fabric around the pad area, filter cloth on existing catch basins, and best management practices. Air During construction, vehicle and construction equipment emissions and dust will be released. Dust and vehicular emission from construction is expected. Water The project site is 360 feet west of the Duwamish River. The project does not lie within the flood plain. No dredging or filling of surface waters will occur, nor will there be diversions of surface water. No ground water will be withdrawn nor will waste materials be discharged into the ground. Storm water runoff will be collected and discharged into adjacent storm catch basins. The vehicle wash is a recirculating system with minimal discharge to sanitary sewer. No additional impervious surface or runoff will be created by the project. The Public Works Department has noted that the storm water design for the site will be required to meet both the King County Surface Water Design Manual (KCSWDM) and the DOE Technical Manual requirements. A riverbank cut may be needed to compensate for the impervious area of the total site. The site is considered high -use and the water quality requirements of the KCSWDM will apply. The design for storm water will be reviewed at the time of building permit application. Plants As noted above, the majority of the site is impervious surface with some landscaping features on the north side of the site. Approximately 300 square feet of vegetation will be removed for a driveway cut, however this vegetation will be replaced. Animals The only birds that have been observed near the site are songbirds. c:\carol\penske\dns-rpt.doc 2 Penske Trucking Determination of Nonsignificance • • Energy/Natural Resources Electricity and natural gas are located on site . The gas is used for heating and hot water while the electricity is used for lighting and equipment. The new development will be required to meet the State energy code. Environmental Health Temporary noise impacts due to construction are anticipated. The site is located in an industrial area characterized by truck traffic and associated noise. The business uses lubricating oils and solvents for cleaning, which are regulated by the Fire Department in terms of storage. Land/Shoreline Uses The site is developed with an existing 6,400 square foot building, 73 parking stalls, and a covered fuel island. The site is used as a truck terminal for Hertz Truck Repair/Lease. The applicant is proposing to remodel the interior of the existing building and add 4,360 square feet of area. The facility has a wash bay for the trucks. The Duwamish River is adjacent on the west. The current zoning classification is Commercial/Light Industrial. The current Comprehensive Plan designation is also Commercial/Light Industrial. The Fire Department has noted in its comments on the proposal that sprinklers will be required in the building addition. In addition, the building expansion will trigger a requirement that the existing building be retrofit with sprinklers. Housing Not applicable. Aesthetics The existing building is 24 feet tall with the principle building material of metal siding, with concrete block at the office. The building addition will match the existing building materials. Light/Glare The existing light fixtures are directional down lighting. It is not anticipated that there would be glare generated by the proposed addition to the existing building. c:\carol\penske\dns-rpt. doc 3 Penske Trucking Determination of Nonsignificance 1 • Recreation There is a trail along the Duwamish which will not be impacted by the proposed building addition. Historic/Cultural Preservation Not applicable. Transportation The site is access via 48th Avenue South, a dead end street. No parking will be eliminated or created due to the building addition and remodel. There is transit access approximately 1 1/2 blocks away on Interurban Avenue South. . No additional trips will be generated by the proposal. The Public Works Department has noted that a traffic analysis will be required per the Tukwila Concurrency Ordinance at the time application is made for the building permit. Trip generation and distribution for AWDT, AM/PM and PM peak and truck movements shall be addressed. Public Services The proposed building remodel and addition is not expected to generate additional need for public services. Utilities Utilities currently available at the site include electric, natural gas, water, refuse service, telephone, storm water and sanitary sewer. No additional utilities are anticipated to be needed as a result of the building remodel and addition. Recommendation Determination of Nonsignificance c:\carol\penske\dns-rpt.doc 4 • CITY OF TUKWILA n DEPARTMENT OF COMMUNITY DEVELOPMENT `\O 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGNS) State of Washington County of King City of Tukwila I124 lo U (Print Name) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. - I certify that on 'I 161C1 the Public Notice Board(s) in accordanc with S cti• • 18 104.110 and other applicable guidelines were posted on the property located at 12 9. i)• so as to be clearly seen from each right -of -way providing primary vehicular access to the property for application file number L 90 ,- r,�. _ti - Affiant (Applicant Signature) SUBSCRIBED AND SWORN to before me this c6 day of"- , 19 \ NOTARY PUBLI in and for the State of Washington residing at k) 1 P1/4"`k • Y\ it) 10 1. Mycommission expires on l U ' \ 0 1 (k�V P City of Tukwila • • 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor NOTICE OF APPLICATION DATED FEBRUARY 5,1999 The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: David Kehle, Architect for Penske Trucking LOCATION: 12840 48th Street South, Tukwila, WA FILE NUMBERS: E98-0033 PROPOSAL: Construct a 4,360 square foot addition and remodel the 6,400 square foot existing shop/bay and offices, construct all new two-story offices. OTHER REQUIRED PERMITS: Land Altering, Storm Drainage, These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431-3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on Friday, February 19, 1999. If you have questions about this proposal contact Carol Lumb, the planner in charge of this file. Anyone who submits written comments willbecome a party of record. APPEALS You may obtain information on your appeal rights by contacting the Department of Community Development at 431-3670. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: \rvrnl\nnna4r\nnrenn .I December 30, 1998 January 19, 1999 February 5, 1999 Phone: (206) 433-1800 • CO Hall Fax (2061433-1833 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director January 19, 1999 NOTICE OF COMPLETE APPLICATION DATED JANUARY 19,1999 Mr. David Kehle David Kehle Architects 12720 Gateway Drive South, Suite 116 Tukwila, WA 98168 RE: Penske Trucking Addition, file E98-0033 Dear Mr. Kehle: I have had an opportunity to review the materials you submitted on behalf of Penske Trucking for the environmental review of the proposed addition to the existing building. Your application has been found to be complete on January 19, 1999 for the purposes of meeting state mandated time requirements. The next step is the initiation of the public review process. Please install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, please return the signed Affidavit of Posting to the our office. In conjunction with the installation of the notice board, notices will be sent out to property owners within 500 feet. Please let me know 3 days prior to the notice board's installation, so that I can coordinate the mailing of the notices and prepare the laminated notice for you. 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. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at 431-3661. Sincerely, Carol Lumb Associate Planner cc: Reviewing City Departments c:\caro I\penske\comp fete_ doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 431-3665 • CITY OF TUKWILA • Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 Planner:. Receipt Number. RI, 00 RECEIVED CITY OF TUKWILA DEC 2 2 1998 !L1CATION CHECKL1S1' FOR STAFF USE_ONLY. Applicant notified ofincomplete'application: Applicantnotified:of complete: application:: Fite Number: Qoo gj�j Cross-reference files: 9-010 :Notice of:applicationissued A. MAME OF,PROJECT/DEVELOPMENT: a.Ilia' r4cT- barns, i.easrn9 :B `OCATION OF PROJECT/DEVELOPMENT. f.address.and accessors parcel nu �mber(s)) '• 17S4o Quarter: Section: II I4I�ownship: w Range: 4 (This information may be found on your tax statement) iC ,ROJECTDESCRIPTION: brn brra t axil ( 20 ) Itretua UuuN E'kfi OW Latta 1 9414 IlilkitiWat 4 o ff • • C•rol No. ENVIRONMENTAL CHECKLIST Epic File No. e -Ag - 0333 Fee $325 Receipt No. RECEIVED CITY OF TUKWILA A. BACKGROUND DEC 2 2 1998 1. Name of proposed project, if applicable: Penske Trucking Addition PFRMIT CENTER 2. Name of applicant: Penske Trucking clo David Kehle, Architect 3. Address and phone number of applicant and contact person: 12720 Gateway Drive, Suite 116 Seattle. Washington 98168: 206-433-8997 4. Date Checklist prepared:11-17-98 5. Agency requesting Checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): Construction to begin upon issuance of permits 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. None 9. Do you know whether applications are pending for govemmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No 2 • 10. List any govemmental approvals or permits that will be needed for your proposal. SEPA: Building 11. Give brief complete description of your proposal, including the proposed uses and the size of the project and site. 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. Section E requires a complete description of the objectives and altematives of your proposal and should not be summarized here. Construct a 4.360 ± SF addition and remodel the 6.400 ± existing shoo/wash bav and offices: construct all new two story offices. 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 application related to this checklist. 12840 48t Street South East of Interurban 13. Does this proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No 3 TO BE COMPLETED BY IPPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth • a. General description of the site (circle one) oiling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? 5% 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. Sands and Gravels d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Minimal grading (remove asphalt, etc.) ± 150 cubic yards. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Not likely since the site Is currently paved and only the building pad would be exposed. 9. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? No change in Impervious area (presently asphalt) now building. Approximately 88% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. Use filter fabric around pad area, use filter cloth on existing catch basins, best management practices. 2. Air a. What types 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? No additional emissions from existing - truck and car exhaust 4 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY fkLICANT • b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. I-5 Is directly south with auto and car emissions. c. Proposed measures to reduce or control emissions or other impacts to air, if any: During Construction: Keep dust from being airborne. After Construction: Verify emissions equipment on vehicles is maintained. 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 streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duamish River is approximately 360' to proposed addition and is beyond 200' to site edge. 2. Will the project require any work over, in, 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 what would be affected. Indicate the source of fill materials. N/A 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. N/A 5. Does the proposal lie with a 100 -year floodplain? If so, note location on the site plan. No 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 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY ftLICANT b. Ground • 1. Will ground water be withdrawn, or will water be discharge to ground water? Give general description, purpose and approximate quantities, if known. No 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. N/A 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. Storm water collection from asphalted area will be reduced by roof storm water. 2. Could waste materials enter ground or surface waters? If so, generally describe. Not likely. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Roof storm water will be collected and discharged Into adjacent storm catch basins. The vehicle wash is a recirculating system with minimal discharge to sanitary sewer. 4. Plants a. Check or circle types of vegeta i • • found on the site: ✓ Deciduous tree: alder, maple aspen, other Evergreen tree: fir, cedar, pine, other V Shrubs V Grass Pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation 6 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY MILCANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Approximately 300 SF is being removed for driveway cut c. List threatened or endangered species know to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: 300 SF of landscaping (grass) will be planted between curb cut areas. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagl other mammals: deer, bear, elks, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species know to be on or near the site. None c. Is the site part of a migration route? If so, explain. No d. Proposed measure to preserve or enhance wildlife, if any: Not Necessary. 6. Energy and Natural Resources a. What kinds of energy - -. natural gaa oil, wood stove, solar) will be used to meet the completed projects energy needs? Describe whether it will be used for heating, manufacturing, etc. Gas is for heating and hot water; electrical is for lighting and equipment b. Would you project affect the potential use of solar energy by adjacent properties? If so, generally describe. 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: Use energy efficient equipment, lights; insulate heated spaces. TO BE COMPLETED BY ilkLICANT • EVALUATION FOR AGENCY USE ONLY 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. Lubricating oils, solvents for cleaning are minimally hazardous as presently exist. 1, Describe special emergency services that might be required. MSDS sheets are available, running water, 911 notification placards all exist. 2. Proposed measures to reduce or control environmental health hazards, if any: Safety training of personnel, limit quantities and exposure. b. Noise 1. What types of noise exist in the area which may affect your project (for example, traffic, equipment, operation, other)? Traffic from 1-5 and adjacent trucking and repair facilities. 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 the site. Construction noise (jackhammers, saw cutters) and typical construction noise. No significant long term noises; operations are inside. 3. Proposed measures to reduce or control noise impacts, if any: Operations are inside. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Industrial uses (truck terminal, Hertz Truck Repair/Lease) current site is used as truck leasing and repair/service. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. An existing ± 6,400 SF, two story, metal sided building and covered fuel Island. d. Will any structures be demolished? If so, what? Two containers will be removed. 8 TO BE COMPLETED BY IPPLICANT e. What is the current zoning classification of the site? GLI • f. What is the current comprehensive plan designation of the site? Light Industrial 9. If applicable, what is the current shoreline master program designation of the site? Upland? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 20 k. Proposed measures to avoid or reduce displacement impacts, if any: N/A Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Use Is existing and Is being expanded. Building Is compatible with surrounding buildings. 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. N/A 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? Approximately 24'; principal material is metal siding with concrete block at office. b. What views in the immediate vicinity would be altered or obstructed? None 9 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY lopLICANT • c. Proposed measure to reduce or control aesthetic impacts, if any: Building will match existing metal siding (existing to be re- sided or re -painted) cmu is accent at offices. 11. Light and Glare a. What type of Tight or glare will the proposal produce? What time of day would it mainly occur? Glare should not exist since fixtures are directional down lighting. b. Could Tight or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? Street lights, adjacent uses. d. Proposed measures to reduce or control Tight and glare impacts, if any: Utilize directional light fixtures. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? There is a trail along the Duamish. b. Would the proposed project displace any existing recreation 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 anticipated. 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. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance know to be on or next to the site: None 10 EVALUATION FOR AGENCY USE ONLY • TO BE COMPLETED BY APPLICANT • c. Proposed measures to reduce or control impacts, if any: N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any: Access is from 481h Avenue South (a dead end streeQ which links to Interurban via sidewalks. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? At Interurban Avenue South — approximately 1-1/2 blocks west of site. c. How many parking spaces would the completed project have? How many would the project eliminate? 73 — None 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 e. Will the project use (or occur in the immediate vicinity of) water, rail, air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No change in vehicular traffic from existing. Proposed measures to reduce or control direct impacts on public services, if any: None required 15. Public Services g• 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. No b. Proposed measures to reduce or control direct impacts on public services, if any: N/A 16.. Utilities 11 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY AOLICANT a. Circle utilities current fuse service available at 1- -II_ telephone sanitary sewer • Iectricnatural gas sep is system, o er. 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 the immediate vicinity which might be needed. Existing utilities serving the building appear adequate. C. SIGNATURE EVALUATION FOR AGENCY USE ONLY The above answers are true and complete to the best of my knowledge. I understand the lead agency is relying on them to make ' . decision. Signature: Date Submitted: It\*DIV PLEASE CONTINUE TO THE NEXT PAGE CITY O*l'UKWILA • Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 To submit for SEPA review, provide the items listed above to the Planning Division at 6300 Southcenter Boulevard, Room 100. 6 copies of the completed and signed environmental checklist. You may use the City's pre-printed form or you may re -type the questions on your computer. If you choose to re -type the form into your computer, be sure to do so accurately. Mistakes or omissions will increase the review time. 6 sets of the full size plans needed to clearly describe the proposed action. One set of plans reduced to 8.5" x 11". Four copies of supporting studies. One copy of the checklist application. One set of mailing labels for all properties 500' from the subject property. (See address label worksheet.) $325 filing fee. COMPLETING THE CHECKLIST The checklist contains several pages of questions which you are asked to answer. It covers a comprehensive set of topics. As a result, several of the questions may not apply to your project. If a particular question does not apply, simply write N/A undemeath. HOWEVER, be aware that many questions apply despite appearing not to. Care needs to be taken in reading and answering the questions to ensure the appropriate response is provided. It is important that accurate and clear information be provided. You may not know all of the answers. Answer each question to the best of -your ability. If we find an answer to be insufficient, the City may contact you to ask for more information. Sometimes, after reviewing the checklist, the City will ask you provide additional studies or information. Commonly requested information includes traffic analysis, site topography, soils studies and tree surveys. VICINITY MAP NOT TO SCALE O�. EFWAI k•1 dD CURB I=1 I I=1 =III -III_ -III-III I=1I I=1 =III -ISI =iii=11 CURB CTION ,.EMC E• 151•D LATE CFIAN q) ,-,,,r, SEI/2 0 FOR NEJ SPRCKLER_• 51 /--'. '@YL IDS VAE 15.:•222.5_E15.:•222.5_EE CE'EC,JR X :NE CR PATCH STREE2 CRF` 5.3^ —.—. L 48N AVE_5 SK 111-1 I r 5 . FENNEL FRONDE NE. rNA EXIRDED CPC. °. N•CVED AM LB caTE 62,26 I111- -I I I-11 =!IIIII 1-111=11� 111=111= I! I1T1E-11 ' I I' 11111111- -III=1 � 1- =11=111E111= '=111=" -7111111= REPEC.13, 4500 LB CONCRETE AFRON ( 11I1=Ti- (4 NGF uE =PORT IONV4y9rt SPAR ( IX STRONG IX,TIRPEG IX \C\-\\ MB" TR,DaLIN/6•NOG SITE PLAN Scale 1.30 .C' SCALE I• • TO' BUILDING AND SITE STATISTICS V MD. COPE. IT MC SCN. CAI AwLo,GFED .%:TUN: a1 EA RATIO CALOEATKN ...w-50°.1. 0200 :S35m I ELM -°0225 VN° - WOO 2 • Nr0042020 rtaMNE SNCI%COI.. 1.Y. 'IiLO VCR TOTAL: IMA Y. Do,r,ri rl,r EXISTNG 011 R. OFFICE Ir exw °i1 V. ,°SE, . EAST. RE .env / 510 Y. 1IS- TCRKE rtaAN6E ICU. wx Attbda Nall PRICEe�FL/ DEG Y. NM�<R OuaiMCCS IAA s. 1�STCAN. rta RE/UC wx I0T0 Y. TOMS OFFICE al FL TOGO. Ae 15 Y. REPAIR GARAGE (OCC. wx e.3.0STORAGE s. TOTALrtaAr ,o os !Sks TOT AL BILDNG MVO SEES 5..EARr MAX SG1GW: STORES ORAS' PAWNG o STALLS V PARK. SCAN 25/ 615 oak 73 STALLS [' PL TER.EN FOSTER DOW. LAM CLAN NO 55 uD OR T. CTRS COmen. Luo 31. MCI. A,u DAN,6GTONDE,MC IS. TOINSNIP�.; E�T. � ,G DCO. DDe2675 NDNEENI AT TE N ERAEClw6 TE CEMTERL/E CF cm O SE.TTL IRAN... LSE • IG,T O TAT UN TIE CENTIVLFE CF.TN AARE SPUN AS RECORDED .01 ARMORS FLE RECO., Cr SAID “WIT, TOCE w.mu Al'ASGS• EAST u.ONG 9ACENTER LW Tb.F'. REICE Sdnu A/ME• EAST 2500 TO RE bRSF 1TERT nuGN CF u1D bN AvVIE,OITM �GNOG. REP. CartNEG mN 46•147S•RED 'TOnu EAST RSV. RE NTWEVERT GN O WNW( STATE LIG.. I AS E,T ABL.ED T A fldI AW DEC. O EPSgraATCNN y OGN1 USE NO. VD, TREY£WON 41736• EAST RONG 1�TERT MAK. 500 000021.1MEI. TVA. : 32,311. EAST NDRN32,53FEAST S Y. PENCE CRA CIFVE TO RE LEFT . RUMS 0 561.E,.AREDISTACECF1ST, II.13CE NORM worm: TEST 6.61', TOLE CN A ORbE TOTE LEFT GIN A WOW OF ARC DISTANCE O Nu TO TIE XR VTEASTEF ;qE Sw OWN, RENCE,WRH CAS.3S• LEST ALONG SAC MAT•R 7.6015 TO nE TRE Row OEE.O. RCM LOVOART SECvuTKN FOR TNA PARCEL OAS TWIN PCS! SITE PLM PAGED IST ALO°E.AIA ANO GAVE! RR TES AREA NAS ®I COREIED. TAX ID, 000440-0015-0.1 SPRWLER \ EMULATION ENERGY CODE 1401E5 1 NEAT 15 VIA GAS (ELECTRIC NOT ALL0IEDI 2, GLAZNG 151'X36' • 342 5F (165 CF TOTAL DAIL AREA/ DEFAULT VALUE 11060, SNARE CCEFFICIANT • 065. 3. VAPOR BARRIERS ARE FEOIRED CN 561DE OF EXTERIOR 511141 CALLS. a. CAULK ALL 5015RAFE5, WId10D FRAIE5 LEATSERS1RIP EXIERCR ` DOORS. —TOP CF PAW 5. INDIVIDUAL 00015 ARE 5DITCHED W1N FIAXSUI CF 505 OF 10 1115 BUTCH 6. EXTERIOR U&115G TO BE ACF1VATED NA PHOTOCELL, L• 1. 5.400 AREAS ARE SE211•4EATED 01145-5 RCCF 68.1 ATIR1 BOLL 1.11,011., SEE SAP SO ( — LAC DAT, •Lx., - SAS KR sA LAA PHASE 1 PLAN NBC . A .x:sd PHASE 2 PLAN •A"...- A E1C,LL:. ISSOS eao O,E1.241HTE DEMO BSA,. META SANG TO A OFF 4. CAA11111C1 AL 01 WALL BY OFFICE CASE SECOA LB AL EFFICES AECA PHASE 3 PLAN !BULL °Au -"Ea! 46/ SEATO LEAL ( 4 ( C) 1`. (p ... • [la , • LZL r'1 E)ISTOG X1AnCE 0 - ---• • . , ' NOR, -.o • I • ;•T I • • - 3 NISSIFS.S. I ROMA EASTBA BALLO • S1.1 • • 11 •-1 BURS. Ao MESEAAA • I IMO ExISTIMG VI SERVICE BAL woo • . FLocra ro LhE FE-oorr.I • . REWOROSID A00 LB 1• 11 [AAA 1 1. ' o- nemovE exsom ILIBICA EX BOA saLUXIED LOB ALBCAISMATI. Ferove EXIANO WALLS Aro sEccrao '11 CP '1 =.1 -L1' • RIBICA EXAM PARICR OVA PAALS TO SFS EXISTING FLOOR PLAN / DEMO PLAN 1i r LEGEND EX171NO BALL LLB:TM ISTERIEB ALL TO BE AMMO. (117114 WEEMS ALL 10 BE AMMO. 14B (XMIX4 01:0, Lti.L, ,SCO.L WEI, DOOR SCHEDULE HAW DOOR IFRAME MATEIRA4•,,ee.e., HARDWARE 30 ROURKE w • “ TN TYP MAMMAL LABEL fBTAII. ' s . . /er : '7.1f r -dr 5240 __4•141.•.• 1 - ii -i • 1 • .....Cd. , T ... l 4_, 1 • 1 • 1 • 1 • 1 3 ; 1.0 1134' • ,CCC‘ .0 4010 ..f...:. 1 - I • I - , - • 5 3 C I 1 .0 1 1 3 4. , ..a., x -v.. i .a.• :c .c. 4c,_c• ,E--: L. -00,E,, 1 • 1 • 1 - o - I • 1 1 I C 3 a i I .< 1 1 3. 4, ,-; . .H...ta.,•,-. 1 Hz• .c. .4.m -.E..i. 1 - I • 1 - 1 - 5 ,... '1 C 1134' 5 .K.LL'a,-,. I - .1.-C,FT..... 1 • i - i - - , 3..5- 1 1 .0 I 114' ' 1, 1 .C.L.r '4,-L 1 1 ...• -.-6 ----.....v.a es,- 1 - 1 • 1 - - .? 3 t• I 1.0 1 1 3, '0 . ...LS, 41.., 1 1 ....• .6 ---,...,ET.... I • 1 • I - 1 - 1 • 1 • i - t- :',. 3 r • 1 1.0 I 3 4' 5 1 LO.L.r,S1.4. .6 • e i4C' i - 1. E i S'ES.. I :5 .1....,FT,..., . eme ,...,,,,,... 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ELCC Off 4.1,04 1010,80 Le....,ETA, ' ,TEEL ' . .wil_j_ _1_+_1 : 55200080 8482 74•.4T04 I I 1 I 1 1 1 1 1 ....,:: ', ',,'::: e.` '- f -f, ---'0:4:°` ', - I ' • : - : :: f.0,,' , : I - 3 C , C ' ' 3.4• 1 • ' SC WOO ' 2 1,L...,ETAL .S.CII,E,, 1 - ,t • I - 1 - t . 1 I F•y.LCY -4 ... 3 i 7 1 C 1 I 3'4' 1 CI SC 3000 . :4 L'....,£,... P '` I • I • 1 - 1 5 I 4LCI 1 ALIP 1 • I 1 1 1 • [ - 1 - I - 5•04EIT:C., 5,•••••,,,, POL-OWIE, • 1 I 1 t t 1 1 POOR TYRES AACC C) 50, J.11.0.4‘ 4.184.. '',31 ,LYI DOC. • 4C37,11E (WV! 5. P. C.110E l'",71_13075K17.11,,E ENT., SVE TE %JAN QCO1 ( 7 44 NEU 04)510G ectoNG (.2.9.) ( 2 ) 3 25 X' ?,-1. 25 -9• 1.-3. 4-044-4 40 •ACE , EAST. C• GraIS - • CV MOCK ea. ce •re. wcac ) SIO. e C70 V.47;1.74T•tr3'1172,NT= E ) EL.EC,LLC 7f•ATIC C•04,1 4141t4 1.17f5nt 2'4' CC 1.21'zIol a•itef.: .01.07 M ExTERICR M14, Se. 04a .3.714 (OM Er.51. 0.,0•6 •121.4 ,,, L.0.154•Gr• CC .0.10i RM. C.O..* 24 04 0.4-• Q.15 15,1 .I.ATIC4 N t41 CA40 044.• = 0, 11 UN 1.414 04 044 51Z5 • 10 CC 40.J. 5.•05441034' AOLNE t0521 8052858=85 I, E44014.0544524104286538355102642 r W4,1,5,25 o15.54042 5011. 5.5 1.0 ...CC 7 ROC. :I.V.4.e.•'.•L'.1,:f;?;Prc=cr?•;:%' %ftica.Tfe. • ELE.,41.5•C•••••45 L.,t,,,f,c6ZACZER.3.17., 51485 10 ILE acmes 35 51082085 E :11,2%roa• •f=o•triXTAFgtA7:fAtIWT.' • sc-cr. ... 0.-E•C•ItUrATLC.047R E 6•• CO 048 5,, 51.510 0' AY, 2 Lir,..4,•trj...t 6"11.1, LC WE •004,......71.5K, WM.,' ...AIX% YR R.15.05 L.d...•• 08111 TOW AFF E 51105 RV. 40019 5015T:PC 658514510150 E '5,'•t: net •=47 gj. wres ove• 1454418.8505853.0111251)0501(5405025057650142 E E :11,177:1;174rfog.lri,, e°1=2:;=; 1:g;, oiot 51707o OW. M. 5641, 0,6S. (561 • V" .1.) 104. 5•41.-rgT 6,1. CO CON 5.5 CVE5 6.. STEEL GCLL4R0S ELL. - 0 6 0 o o -- O - 1A!rf .04,1 rr.c • ) g 5- 3pco <6 l:'•4. '0E5 14858 4.51 • 1.1.,LLS,E EVF - PT.& -T: r • Y. • • i .„ i'me-c il'u- aouarc tv , 1 1 , 4 c • IF.11,M TELICLV r•• '' I. I 1 3 51 D 1 1 1 23' 5. 41. 41.2r1.1, o 1 56 i? 20.4 2-5 OPROPOSED FLOOR PLAN SS' 1 -IV sIA,1 L•1,56 COWS - a• a' 1.- 4' FUND ALL rms.. eve TO ft. 51'. 'ALE. C11.111.5C MOTIED ROOM SCHEDULE MARC 13,a1 NAME BOOR BASE WALL CEILING REMARKS I 1 1 I I.§al ' i 8 -, Ce., CM cEocc •,e•6IT Er a.EC. ,ACCA FI II � Ir � -- _i_) T • 1• • .+a, gb,w. C •s, s,,o.AG.: __ H r��_1- $• r t-iH i 1 - - - - - L T=i E i =.•_ _ - = r risi m c - -__ -- __-- =•{ii-==`_'^==ii=- i -I -i- -i-,. -}-i j n _------ _ .--, - �; r t t r-- r .e ReE .ar.E - _�-• f1 I 1 �T •I :[-_-r_.!-_, _--- _ -- - s< ; E E - ..c.�'„E • _A-�-• --'-•-_ . _J. •,-' • -!- -• -•-- .I fii - -•'•1===r.--i-'. 9�=r - -F.: E e' c ',eiEsens.„ ------------- a LEGEND 0 e CALA -fl v -r -n 5-1,.c 50 .1.= 4&A_ :o, tIALL NCRT .+T -F1;-11_73 5 6 .IC' IEy{ Cs II 6 e I EfIS! —. -1 N In �\ I Iol IL4111 111111 ,,,,.i el I -El ia0 1tM GES ' AUS M>C:.1 1 J E J PROPOSED MEZZANINE V.CE (e I) _CE 6 II FACE 7 PROPOSED SECOND FLOOR EXISS0 cwutvai —TO SE RELOCATED1004.010.5 NORTH ELEVATION LS^1 79653'.-i'_J'- i --�� -- 7 !l 9. '' a. L -S CIS CURSNS? FACE STESSAL COLORED. —EFl.'dee FIXTARE EXISTING METAL PARE. Y, P55..RE SOUTH ELEVATION 1, I I. i - 1 _- . 1 NEW GRONZE 411021 FRS1ES Ii1iiiiimI:uIIImIIIDllmuIiiiiiiio ��� III • 11 Inn°- -- -=---: - ---Jam _ J_�---- .�]''[�r'= j-�ir-r, -=- NE.2019. OS BLOCK IFDEGRAL COLORED. WEST ELEVATION "` 9 e MSS, ISIAL was,.. 1111111011111111111111111110111111111111111111111110111111111 EAST ELEVATION OU CEL. SLOPES C:� I 5,00 Le, SLCAED 1,11125 d/r teal SLOPNG x x � a x X X X Ea. X x EQ CICF1 t_ • Bl — Cl - D ) REFLECTED CEILING PLAN SECOND FLOOR AND MEZZANINE SCALE VW • 1,0• ® GaLLet Fee 431RA11 TO Ed/2102 TO aliSIDE ® WLLS to 4GEWGEa ftRCNZ .1111LIXfi.. OTYj 3X0.1 • 3(CO Wm COT YUlfACT0.0)ELENT KWm.•. 334 Wm ® 4I1 IQflcBt 511113.i•3W Wm 2.3»se R.MCHR WLAM •T•V3EWI 0, .3 rt WR NWT, .3.W Wm (4 X x x >G X I24914 BAT BICE REFLECTED CEILING PLAN FIRST FLOOR NORN L14@.1212. OIFY212114176.6 xWIv•3<MWm 02GIL. OS 1014 450 SF • 23 0A175 D Wnbl YY 1� 6 tl4bti0S *.31 ITIAL 144.0 PS QOM X 1. LS 04711 E 10 (nP4Y RM. }HWIZI•W WI • twee &mama t4W173• 3•9I104173 ® 13 ME RMCOII Wnom .t.v'.3 Wm ® 2X43APE RM®rt WWI. e . WO WI WR DAR 0.0111 I.. VA210 0 21M W.4E104rrm 34 WI. ON WM WALL.. SECTION ®WALL. SECTION ®WALL.. SECTION ®WALLA SECTION r- OWALL., SECTION e ©WALL SECTION d -b r= l OWALLp SECTION L _ J BUILDING SECTION 0. A-6 WONG MACE 0.4 0.4 OWALL SECTION illTIifNILILID! iNDVETAL CRCS NM, Ex,x.,E ®WALL SECTION @WALL SECTION NRIE NUN CLEAR W. PI MIM• Fre PAWED 7 Ham, • _ msexa- ®STAIR 25 SECTION SLOPUCCED GM DJ RM. ARUM CV WS MAL SOW UM BD Exu*Ec ale 4410wat LIM °°.te ON. I Pr91.0 RM. OLNCre 4.8 N 001000, ACCIIVICAL COM. LC. RUMS \--(2. TICRMED EAN SDE CV YYU WIPED E+0.1.11 x nm. 11071, STAIR SECTION _6m ®WALL SECTION 118 •n. rs,• ©STAIR SECTION ger (i Q LUBE PIT LOWE' FLOOR )SCALE. 1/• = 1-0 PLAN DIAMOND PLATE AE1DED TO C4511RON T ENCN. GRAT6G TO SUPPORT N-20 104060 (13)TRENCH SCALE. I/2' 1'-0• SLOPE TO PIT E IST6G GIR15 10 8E 1:010YED TO 10 4FF. E,151NG FETAL 81/11060 ENCUNLL FRAME NEW 516' GYP. BD. OVER 6' F3TL. 51105 OVER 9-11 BATT NSNLA1105 E • 15110 FETAL 511DNG T: BE REMOVED TO 0' AFF. 5E4 SPLIT FACED 0014 at &ocx TO 0 AFF. ()NEW CMU @ EXISTING STRUCTURE RAN ROOF Fd5TDER RAKE FLALH3—, CAP 2140(1210—,, 8180 RIVE, FASTENER WALL PANE: —114510 —RCF FASTENER . • (4�PLES 1-I/2•AKE DETAIL /S� . I U 00511406002 PANEL STRUCTURAL. FASTENER GABLE 485E r EAST.* CARTS TO BE FETIOVED 10 10 AFF. EXIST6G RIGID FR41'E NEW 516• GYP. BD. O+ER b' MTL. SUDS OVER R.II BATT NSLLADCN rin71 II��IrIt11�1� I I 105160/034 91DNG !! 1051 RF]'IOVFD 0 6 EFF. FEW SPLIT ACED 64116 011 BLOCK T010' AFF (7)14E�NEW CMU @ EXISTING STRUCTURE 11 z' • 1 -o• PAN FAS1E*ER 3R' GTP 8 3V." ML 51111 ID5 0.I AVD R, II B411 INSULATION — BL6ID RIVET -- WALL PATEL .—00,1CP1 COOECTIOI SEE 51RC11RAL SEALANT (5 COPY CONNECTION SECTION CAC 1.2. 1 -0 BEET FETAL WONG SLOPED • N' PER FOOT STEEL 4605E SEE 51511C1. 6' ML 51105 ATOP E•POSED STEEL 69481 PANTED 5EE S1ICNRAL )C ANDPY CONNECTION 1 0. 41 SECTION 5EE1 FETAL ROOFNG PANTED . '8'111 511105 D' OC. E0055ED 20(5160 GIRT (i)NEW WALL TO EXISTING ROOF v SCALE. 1-1/2' t'-0' SECTIOry aHR CAST OR NOFF CRAA M =me MANE. MO -IaaNER WO • 1 afR 081100 ;EIA YALL-� ROOF DRAIN SECTION (� )SCALE. 1-1/2' • "-0• (m)CANOPY CROSS SECTION s1AF- 1-1•z• • r -o• EFxtBo 6c Fu 1 SECTION ISTINNERS BEM. ISTRYTAE VON SOB OF RUCS MAN 5506 ��WAMl3 N£D4i:IKPLi (3)SPCAE, EDGE SECTION 00NTM2CV5 6,6x3/8 CO4ITIRIOU5 3/6' STEEL RATE I ELDED TO ANGLE TOP AND 00TTQ1 PANTED SAFETY' FELLOW `0 -STEEL 214411E1 W/ ANGLE ON TOP ATT4TC4ED SECURELY TO PLATE (FOR DRAIN PSV CAR COORDNATE WITN OWER) —I/2' DIA. NELSON STUD 6 24' 0L. 1T• R. b'-5• SECTION NEW 5/6' GTE BD. OVER 3.622' ITR. 51105 410 R -F 8411 606.41104 Ex151NG GIRT TO REMAIN '—IEW FETAL SONG NEW FETAL FG 01516G COL114 BEYOND TO REMAN NEW 5R' GYP BD. OYER 6' MTI_ STUDS GAD 12-11 BAT INSULATION (4 )NEW WALL TO EXISTING STRUCTURE -CAIE1-1/2• - T-0 SECTION ("--THANDRAIL @ WALL SCALE, 1-1/2• = 1'-0 IEil5/6' GYP. BD. OYER 3-1.2111.51(10541054-0 BATT N2ILATICN EASING GIRT TO REMAN E4151110 COLLFN BETOND TO REFIAN R01D 606.811 N dFERED 10 DRAIN •12.[RAUR LOOMS NO NE. NO•GE Galt SLOCILNG / Tin N RAMCuoNacoNteSi4rol awe 1 SECTION —NEW 1E1A. SIDING NEW FETAL R' 6G IF ANO R-11 BATT NEW 518' GYP. 810. 6' MIL. 51106 NBLATI0N �I �1 • F6181 OYER RAE FW LP AIDER FETAL SIDPG 6-(2 ROOFING CONNECTION )SCALE. 1-1/2• = 1'-0• • nos nor WATER NO; frn, 1/ AA PIT DETAIL SECTION \ IY )SCALE. 112• • 1-0 T DETAIL SECTION (I� SCALE. 1/2' • 1-0' SECTION 6• NOIR NM N1OSIN fl/2 TO ( I6DPIT STAIR DETAIL SCALE 12• • 2-0• @ ENTRANCE SECTION WARM 0104 1• YM4ate6f M1 � T`1 SECTION m PIT DETAIL e e SECTION 1 G 6 1 A. • • •N �• N A— 8 ®I� TDONRWArAnrerSCOSS 0 _nen RESTROOM 14 5ule LA' I' RESTROOM --PACING ROC I CALKING COLOR I0 MAT. tOIDOW FRAME NEW WINDOW SILL DETAIL V c � CM CALK L UOLLCLI PETAL JAM — CALLA SECTION CT-3— CT-A— CF-I RESTROOM 14 RESTROOM 42,43 (4 MEW WINDOW HEAD DETAIL SCALE, I IR' _ -0 RAN DP,• IFAD CWT, EFOESTOR DOORS CLT.(AOMI NOLLOA SEUL JdSD (PANED, STEEL Sime • TA C_ IIfOLLCS FETAL COCA TRUSTED e ACTS. PROMS DRIP CAP • NEAD 8 )HOLLOW METAL @ EXIST. CMU (9 )OVERHEAD pDOOP JAMB SECTION ECTION LECTION } Scale. 04 .I'-0' COR TLE 4. MAIL OLE AlIALL A. SLOE TILL NEu - iius mjii�i� jiiliBE ie:i 3i MEW II 1 1 cri l LUMATIra�5 NER I iElihirAPEF iRiEiLEahliarESPI i...EE ill a...i., ...Bain 'F I ONALATE II WS. ASWAN! CASTLE P. 6 IC.C.R rl�oA-v�CN� oSS FEA• C.R0.11. COLLA CADA COLOR.. alUiln RED CLAY SAMOSICSE SAM ••rIE NATTEA �-I CT I C3. CT3 AD.LUUAELE NA.m- VOCE SCES GRA. PIM SHOVER15 SAI Scale: SA. .1,0T SILL AT RATED WINDOW OPENING I IscALE I RESTROOM TYPICAL Scale: )INSIDE CORNER DETAIL (5«AIEIF�,F ,AT = r -o' SECTION IISAYN•vDSIENSG SUB JAMB SAIL PANEL OUTSIDE CDRNEP DETAIL SECTION ( DOOR JAMB DETAIL (� }DOOR HEAD DETAIL SECTION )SCALE I I/2' = I-0 —RINDS CLOSURE OLR SECTION SECTION ( WINDOW HEAD AND SILL DETAIL (�)WINDUW JAMB DETAIL )SCALE, SECTION SECTION BAD ( I2 )SCALE 1 SE ETA I'OIL SECTION iI " Etj,=+ E / Itil llt ®sl sl a •• It' 1 I; 11.14 >hL`. iI ;a14 $ -t tuLi ±• ® slim ii '1� g gag Scale. 04 .I'-0' COR TLE 4. MAIL OLE AlIALL A. SLOE TILL NEu - iius mjii�i� jiiliBE ie:i 3i MEW II 1 1 cri l LUMATIra�5 NER I iElihirAPEF iRiEiLEahliarESPI i...EE ill a...i., ...Bain 'F I ONALATE II WS. ASWAN! CASTLE P. 6 IC.C.R rl�oA-v�CN� oSS FEA• C.R0.11. COLLA CADA COLOR.. alUiln RED CLAY SAMOSICSE SAM ••rIE NATTEA �-I CT I C3. CT3 AD.LUUAELE NA.m- VOCE SCES GRA. PIM SHOVER15 SAI Scale: SA. .1,0T SILL AT RATED WINDOW OPENING I IscALE I RESTROOM TYPICAL Scale: )INSIDE CORNER DETAIL (5«AIEIF�,F ,AT = r -o' SECTION IISAYN•vDSIENSG SUB JAMB SAIL PANEL OUTSIDE CDRNEP DETAIL SECTION ( DOOR JAMB DETAIL (� }DOOR HEAD DETAIL SECTION )SCALE I I/2' = I-0 —RINDS CLOSURE OLR SECTION SECTION ( WINDOW HEAD AND SILL DETAIL (�)WINDUW JAMB DETAIL )SCALE, SECTION SECTION BAD ( I2 )SCALE 1 SE ETA I'OIL SECTION NEW BUILDING E)1,111)) BUILDING (2.9)I (2) �( 3 ) (4 ) /(5 ) �(u.l (51 11 r -,0T1; 5 E-• _I_, F5.5 DO NOT CUT C RE BARS. CONTACT CNONEER 0 0 0 0 0 J Fs,1 ' '.('FOUNDATION PLAN 2-0 q.-; 6 0• 501F5- 1) E,m9rt0 FLOOR SLAB AT ELEVATION - (09200') IS REFERENCE 0200 0'-0". 2) ELEVATIONS SNOW THUS: ( ) INDICATE TOP 6 FOOTING ELEVATION. BELOW RERPwCE DATUM. O) 86(0(000220 50(0PLSMMFJNi OETuI. 2RI0 Cuu 40 )C 244 ), SN o 54 JO5 0 (5J). 000050 A) u C.J.• MASONRY EXPANSION JON1. RE: SHEET- . 5) TORTE 00RN OR 0202000 Bx 5 BL pE.5 SOON AS 0E CONCRETE SURFACE IS FIRM ENOUGH NOT 6) RE. SHEET 5-6 FOR MASONRY WALL ELEVATION. a0 _ FAM 6 FOOTING 'SCHEDULE OARI 92E REINFORCING F5.0 5'-0• . J'-0" . I - •-N FA. w2r BOnW FAO •- . •- . ,'-0• •-/5 EA. W2v BOTTOM •. •- . •- . t'-0• •-/5 EA. w2v BOTTCu 05.0 - - . - !-/5 EA. w2• i0P k BOTTOM 05.5 5-e . 5-6 . f' -O• 5-/5 EA. w2Y i0P k BOTi6l J 1.)w)1('-/1 FAM 6 WV OW 4Ba (c) (D) III PENSKE TRUCKING m (d) a-ele0 RICHARD HUDSON & ASSOCIATES. INC. CONSULTING ENGINEERS 1403 TITB AvITGE STATE .6 MEAT. •10110w1ON 0.11X2 S-1 OF 6 NVId ONIWVHH J00 A PROPOSED DEVELOPMENT FOR PENSKE TRUCKING 12840 48TH STREET SOUTH TUKWILA, WASHINGTON C 7PHONE (206) 433-6997 FAA (266) 246-8360 (j^\ (112]20 6816W99 DIME SUITE 116 'Orchitect 9 8 1HI6 SEATTLE, WASNGTON8 SYN DATE DESCRIPTION ' DCN 1 tCTc 0Er+U1 IPflOJECi os„ DRAWN BY,,,,, NII[ 0,--- _ ( $ '120111.1' 0/118?_ CHECKED BY 616E DATE D,.,P (2) NEW BUILDING „ EXISTING BUILDING 0-5 / ;11.• 3/0500 o B OC00 C-5 2• :rn•GL NE RSE LL el' MEZZANINE FLOOR FRAMING PLAN SCALE: N I 0 NOTES 1) MEZZANINE FLOOR FRAMING... q Ar RDOR 5HEATN00 SHALL BE EASTENEC vBTH ."a Ar PL1'3000 R.NEI EDGE Ano 2 -ROWS 10w O 5.0C AT BOUNDARI EDGES AI ZONE •AT ALL PLYWOOD EDGES SHALL BE M15O 150 100 000203 A LM1lELD�A30F2-aOWS M IOa O 6'OC Ar BW nORIES.REFERPTO EL GENERAL 2rv0iEs EOR PL MADE Ano THI[AnEsS. 2) CANOPY 1002IN0 PFA 0100, 0002 SHEATHING SHALL BE FASTENED MM 105 CC22O3 Ar B oc a aAnEL EDGES, u•oc Ar Rnn. T 1 A ) ;8) L2 TO CA RE: RCH-� L 2.2.X. 2.2.X. O 2a"a L2 TO C6 N. L2 TO L2 T CHANNEL O 16"0C J.2vV. LLV 2A•OC 14 TO LA) 3 06.11.1 CONT, CH.5.0 0 24•OC N• CDA PLYWOOD WN•RFBR O 2. OC SLOPE RE: AR. FI 50ETIT RE ARLS TO L4 CH. TO Ll SECTION A-3 SCALE: Y. . 1 -O C4.5.G� II \ T , `SamT HAT CHANNEL -2 / RE: ARCH. O 16"OC 5.2.V. LLV zA•ac SECTION B-3 SECTION C-3 SCALE: i.•I'-0• 1, 2 - 'ELM 0202 m 6 6 I. 11 PENSKE TRUCKING rv. 10001 5114-0100 ru IMT) a.-ua RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1100 1000 07121112. 01.= 10 1.41010.00 seta S-3 OF 6 0 SECTION A-4 54AL2 • EN SLAB TO AvOUND IRE NC. RAM COAT ALL STEEL IN CON Lac, iH SOIL W/2 COA"S OF ASPHALTIC PAINT. SECTION F-4 N0105 I) PROVIDE BOND BEAM FULL LENGTH W NT. OF LINTEL. 2) EXTEND REINF. 2-115- 2-u5 5PFOAI I IN1F1 STOP GROUT N" BELOW ANT UN TEL EL BLOCK SECTION L-4 (B) NOT: C M'TACT ENGINEER W. EXISTING SLAB TH CN NESS k REBAR BEFORE OJT TING FGR .15 FOOTING. SECTION G-4 () �E<P AN40N ANT - CAULK ANi DUROWAIL 0.4215 FACE OF CNU\ I \ 1M� ` AL WITH MOD STEEL OUN wLADON 50(1 C UMIN S OR EQUAL. -B CMU WALL sv. NO •/LCUT CMU E>PANSION JOINT DETAIL M-4 ANT LOCATION �4 RE: FOUNDATION PLAN (20'-0.0C MAX.) SET .5 EPDX/ EXISTING SECTION H-4 W. S'-0" PLAIN BAR O 241"0C -GREASE ONE END tiv� `SLAB ON GRADE W/N O 1200 EA. 080 CENTER IN 5LAH.510P O C CONSTRUCTION JOINT (C.J.) PVC WATER STOP `U`,fI (((TYR) GROUT END CELL E SOLID SIDE OF ANT W/VER T. REINF. EXPAN4AT 0N AN TRE O FDN PLAN CDN TINUE BOND BEAU FLOOR THROUGH A5NT STOP ALL OTHER BOND BEAMS AT EACH SIDE OF ANT. CMU EXPANSION JOINT 50. JOINT LOCATION —� RE: FOUNDATION PLAN IN 1 SECTION J-4 —SAWN JOINT SHRINKAGE JOINT (S.J.) TYPICAL CMU CORNER REINF DETAIL K-4 TYPICAL CMU WALL REINFORCING NOTES 1.1 LAT UNITS IN RUNNING BOND. 2) PROVIDE. LAP BY OVERLAPPING ONE-HALF 8100( LENGTH 3) LAP ALL REINFORCING STEEL AB BAR DIAMETERS A) PROVIDE CLEAN -OUTS IF HEIGHT OF GROUT POUR EXCEEDS 5'-D 5) 65 21 EACH SIDE CF OPENING & MASONRY EXP. JT.. ORWALL 413.0C HOIz.. z-/HORIz.O FLOOR 48.0C VERT.. a BOTTOM ROHE iS" CLEAR OP REINF Is 2. CLEAR TIE 1NANSVFRSE REINF TO TOP OF BOTTOM ROHE BOTTOM OF TOP O TYPICAL FOOTING REINFORCEMENT PLACEMENT A PROPOSED DEVELOPMENT FOR PENSKE TRUCKING E- CD CD Oo (!) E- CD wz Ot 00 GO d GO SID ap CO � F TEL 111,0 32.1. -MO ni (mol 3341 -eau RICHARD HUDSON & ASSOCIATES. INC. CONSULTING ENGINEERS 11103 IITII Amy= METE 19 ELME VAMENCTOI OM= S-4 OF 6 42 SECTION A-5 METAL SIDING��T - RE. ARCH. • ExISTING C0. I' BEYOND EXISTING 2-e5 CON i.-�• Oae •OC00510. INSIDE FACE OF METAL SIDING E, MSTEEL 52005 E CH. WS 100 NAILS Rs•m. D.N.o. E: DIAPHRAGM NAILING SCHEDULE PLYWOOD SHEATHING • J. Re: PUNS 0/0410 HANGER RE: PLAN MPAID2 O 32"0C 4.12 P.i.. 0 IO• W/1.3 a.0. 6.00 SECTION G-5 SCALE. 1/... 1•-D• 6 WALL 4 TO WF !To v.F 3x WOOD 4 - WF BEAM RE: PLM V. 0ENER P- o 0. 41 EA. SIDE T.S. TO L.S. SECTION B-5 [ BEAN 0 COL RE: PLAN TO TM. GLB SECTION C-5 WEA. SIDE RE: PLAN SIDE 4 0 BEARING a Y..6 . 0'-B• 00000M T4' V•I/6' END R oe w/a-Y: OADp) N.B. SECTION H-5 2-2.12 NOTCHED r�SMINCER O EA. SIDE 302 N,GRED STRINGER .N MIDDLE BEVELED 0 DauBLE Tca 4 �N' cDX a.WOOD I SECTION M-5 2.4 O 16"OC 2.a P.T. P 0/45.0 E1P05905 BOLT 0 48.0C ,--CONCRETESLAB CN GRADE RE: PLAN e K. . r-0• O EA. SIDE W/4-44.0ANI) N.B. • 1._0. T.S. COL. SECTION J-5 SCALE: Y. 1'-0• WALL SECTION N-5 1 ARE: ARCH. • ARAIL ftE: 60•'26"GA.OC STUDS 6".20GA. BOTTO TRACK N 2 ROWS 100 O COC 4,0 P.T. 4 FLUSH 0INSIDE FACE W/Y: a A.B. 0 46 -OC YWOOD SUBFLOOR R TO Ye THREADED ROD 12N GLENS O EA END ! N.4 PAI32 O 52"0C a 2..4i. LEDGEA w%1• .B. o m•oc SECTION D-5 METAL SANG RE MCH. 2• RADIUS r RE' P JOIST RE. PLAN FOP FLANGE HANGER ▪ 2-05 CONT. o TOP .-fi0•'254. STUDS / 6.00 / 6".2000. BOTTOM TRACH 0/010 SCREWS 0 6"0C - 2-e10 SCREWS 0 6.0C 0 PLYWOOD TO TOP TRACK - 6•.2000. TOP.TRACK ,-PLYAOCD SUBFLOOR TOP RANGE HANGER SHEATHING RE: ARCH. SECTION E-5 SECTION F-5 SCALE: . RE� d• e STIFFENER O EA. SIDE_ Oe We BEAN MITER CORNER I IN TCPIEM ` BOND BEAN ENO ! Y•.fi . O'-6• t Y _ `-8" CMU WALL `W/2-N•R A.B. SECTION K-5 SCALE: • 1.-0. SECTION L-5 SCALE: r. 1'-0" 6 a q6 II E 5 5 4 LJ 9 PENSKE TRUCKING (m0) a4-4103 r0 030 v4 -GM RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS NCO 11.1113 .130. WAIT III S-5 OF 6 0 WEST ELEVATION A-6 Wl9O FYI VOW. R GRID© TNG � Z-PURLIN BENT B140174 7 0' Y W/2-3" AOR FOR 2-113 TEK SCREWS 4-112 01 TOTOPTRACK ws 3"COR �I 6"0600. TOP TRACK L � �_-��'EzaA. siuos 34"« MING RE: ARCH. SECTION C-6 RE'. PLAN SECTION F-6 EASING ROO DECK EXISTING Z-PURLIN NAL OPENING SIP JOINT RE: AR.. uu TOP 3 IES CLRI S CNV WALL TALL MU WALL POCKET I ,� . C �!..� B" CMU wALL� ,,1 Ci_ SECTION D-6 SECTION B-6 E.T RE: AR W. B. CMU VI/SOLID GROUT 2-i4 CONT. VER 15 0T. 40"a n9rtA*py�lt �j of 3"LMR 002-85 2. TTONC. SECTION E-6 IC GENERAL NOTE ) 1. ALL TERIALS WORKMANSHIP. DESIGN NLD CONS1RUCn9 SHALL CONFORM TO ME DCWINGS SPE0702). S AND TIRE APRICABIE UNIFORM BUILDING CODE (199) EDITION). 2USN N CONJUNCTION NTH ArtdITECT . TIMINGS FOR TE THE KONG AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIAE..5 AND a.m.s FDR CBPATBRITY COND N n�OTIFY ARCHITECT OF ANY PS.EPANOES PRIOR TO 3. TRACTOR SHALL PROVIDE TEMPORARY SNORING AND BRACING FOR ME COINECIIONS NNE IEBEEN COMPLETER tNS N nt. AL ACCORDANCE TIM ME PLANS.AL 4. CONTRACT.0 SNALL BE RESPONSIBLE FOR ALL REDURED 8NAVY P70 PRECAUTIONS AND ME METHODS. TECHNIQUES SEQU..S . PROCEDURES IND 0 PERFORM Ins WCRK. CONTRACTOR-MUTATEDSTRUCTURAL SHALL BE 4J�ITTED IN WRITING 0 THE ARCHITECT AND 5 .ONEER FOR PRI. 0 TILL rFABRICATION iA SATISFY s RECOW YEN NTGES NONON SHOP CONN. ONLY AWINGS nSAAOT NT°UiNEREMARE NOPERA ONCALY IMATEBUT NE CONSTRUCTION. CHARACTER 4T1B DETAILS Ciilo RENEW AND NPRDETAILS �LL BY CONSTRUCTION MO ME STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS NOON ARE TO BE COMPOSED O COMPOENR TO µFTRIDEBE STNE COw O MANUFACTURING. HANDLING. STORAGE A TIN ACCORDANCE NM NSTRUCTOS PREPARED BY ME SUPPLER. B NOP INNINGS FOR ..F.ONG STEEL, STRUCTURAL STEEL AND CLUED LAMMED MEMBERS SHALL BE WBNTIEU TO ME ARCHITECT ARO 51..114RA.0XLER F. RENEW PRIOR 70 FABRIC.. O THEY ITEMS PIONEER IM.SONSNRECORD °U NT ONLY.O., ARE NOT GUARANTEED BY THE ENGINEER OF SfEOESINRVR. AOIi a ONIPNENTSOE4amPONLBY GENERA NAILBE APPROVED BY ME COMPONENT DESIGNER PROP 0 WRSCRY RENEW BY ME ENGINEER OF RECORD FOR LOADS IMPOSED . THE BASIC STRUCTURE ME CINFMANCE. .0P ORACOMPONENT µ TNT BE RENEWED D STNPEDEDBYYECONMNCTOR FNOR 0 RENEW BY ENGINEER. 10. ME ENGINEER O RECORD TILL REVIEW INE PREMµUFACTURED STEEL TRUSS NOP DRAWINGS µD STIP MEMNTHA SPO DRAWING RENEW 1E STAMP. 1ARCHITECT 9NALL FORWARD THEM i0 THE BUILDING OFFICIAL O L N.NG 9NALL BE PER UBC TABLE 23-11-12-1 UNLESS NOTED UCOC u BRING CODE 1997 LIVE Laos SIDSIAIC ZONE 3 TING. STORAGE AEZZANNE..125 PSE EOIIDATIOR PS CONTRAUNDATION CTO ONTO VERIFY THE SOIL BEEAARIINGOCAPAOTYYL• PRESSURE .2000 20N L IF COONTAOC CTRENGINE. FOR AOTY REDDEES. OF FMAN OND ON.. MFILLLLSTDRNO EXCAVATORS i0 BE INSPECTED BY A GEOROINCA ENBwEDR PRIOR 0 PORING CONCRETE FILLS TO BE COMPACTED TO 95% MODELED PROCTOR PER Asn D-1557. DR FCOTNOS STALL BE 16 1NNE5 ANNUM BELOW LOWEST .JACENT COACHER re • 2500 p4 FOP FOOTTIN r.-3000 p4 FOP NABS a«ADE re . SRDO p4 FDR *ALS MAX. SLUMP . 3" TILTS OR ANUS I" muumuu 5 SACKS MEN, PER W. YARD MING µD PLACING O AL CONCRETE SH CO BE IN O ACCORDANCE RIM ME AN UBC D AGI CODE 314 M LATEST EOI. ONS 0GGREG02E 0 SUCH CEMENT NALL BE A5 CH LO PROWCE A DENSE. WORKABLE MIX TN CAN BEACEOUiYCTEEDGESSDICE DOMSEµNA. EO05. CONCRETE EDESUNLEN INDICATED ERN. ARCHITECTURAL DRAWINGS. REIRPCMING AU. CEUE.r %MALL CONFORM 0 AS OR 5 15 EXCEPT AS NOTED F WELDED ROAR. AAB DOWELS SHALL BE GRADE 40 (Hy 40000 p4). ITER 0010 2 SHALL BE 2010E ED (H 6074. psi .�.V 9(410585 MASONR(NO Bus b B1 dµETER E COnCRTI 40 N DIµ RTES w MASONRY. -)" ALL HY ZONT NOTED OMEPTISE. COKER BARS WILL BE PROVIDED FOR ALL .ZONTAL MANUAL REINFORCEMENT. OETNL STEEL µ IN ACC.D[E WIND ME ACI DETAIL,. ODER 10 REIN OR0301T 0 BE: FOOTINGS ...........................3 IrES FORMED SURFACES--KATHE0fACE.......1 1/2 INCHES 07:171'1 EARTERIDR M fAtE......,.t INCHES WELDED INE ED RYEr0 BE ASM A706, y• 0PAL. USE FRESH E90 LOW HYDROGEN ELECTRODES TO v. .10 REINFORCING G: CONFORM i0 PROCEDURES O A. D1-4. CURRENT EDT., STRUCTURAL .311.0 CODE-RENFORONG STEEL 5 To BE BY w.A.B.O. CERTIFIED WELDERS SIRUCMAL STEEL TUBE LIMNS SIAL CONFORM TO ASM A500, GRADE a (y' 46,000 p4). STANDARD S1, NAPES FOR PIPEOTRO TO ASTIA 0-36 C.FORM TO ASTIAIyy A 53.•NMELDOW S NOT 055.8.0. CEONN NTRED WM TRLL OE /LENS USE FRE41 E70 ELECTRONS. NOi6. CONTINUOUS FILLET TAINIMUM. 0 STROP .BY TO ARCHITECT µD STRUCTURAL ENGINEER FOR RENEW PROR 0 FABRICATOR O STRUCTURL STEEL IN MACHINE CE NTH° BE A-307. AND ERECTION SPECIFICAAND ERECTOR TION BE CODE O STANDARD, CURRENT EDIT.. MACHINE BOLTS TO BE Asn A-325 (HI. STRENGTH). WELDED HEADED STUDS SHALL CONFORM TO NWS 01.1. ALL COLUMNS SHALBE ERECTED WITHIN AN 14/5000 TOLERANCE F. PLUMBNESS. PRE Ex00E0RD METOL BIADOp ALL ERECTION SHALL BE NTRUCTURAL RILL SECTIONS OR CCORDANCE'ANTH WELP PLATEDED FABRICATION SECTORS F RECTA. µ0 RµO D COOS STANDARD, CURRENT EDWIN. ALL COD -FORMED STEEL MEMBERS SHALL BE DE4.ED IN ACCORDANCE NM "SPEDIFICAT.S F. ME DES. O COLD -FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION. METAL WILING MANUFACTURE SNAIL PROVIDE CALCULATION µD DRAWNOS FOR RENEW BY BUILDING ...ALS. ARCHITECT µ0 ENGINEER O CORD. METAL BUILDING DRATINN SHALL BE STAMPED BY A WASHINGTON STATE LICENSED P.E. LOCATE ALL EMYDCD BOLTS FOR METAL BUILONG PER METAL BUILDING ORATING GIMEN4.S. 500 00 S. ¢ SIUTRACKS A�YED 200 u STRAP. 1B ASn •-440. 010E A, GALVANIZED. 7733.00000. 1214 AND 16 GAUGE SHALL BE FORMED FARM MIERIA C.4.MI2G TO AS. A-570, PANTED, GRADE 50. 7ALL BE GE NAL STAN TO FASIR IT TIGHTLY AGARS, TOP AND BOTTOM TRANS000 NMWi GAPS FRIAGNO WEER BASE DES. VALUES: WAFTER NM NOTED TO BE 0F. 02 OR BETTER. ALL GIRADE STERX MOST RECENT EEon , ALL BOLTS HEADS CONFORM TO NM GR.E RULES 7µD NUR BEARING AGANST .0D AU. BE PROVIDED VIM STANDARD CUT •ASIERS ALL w CONTACT CONCRETE OR MASONRY NAL BE PRESSURE TREATED. MAMA. MOISTU9 PSON OR IAPPROVEDSEOVAL� STEN AL FOR ALL HHAANGERSS SELSPEp EDS TO wuNFACTURER LITH. SHOW A TJ JOL514 MANUFACTURED BY T. TRUS JOIST CORP. w ACCORDANCE NM HER NO. G M LAMMED ROOD 1.E20011¢ 0.U-LAMNATED ROOD BEAMS. KILN DRIED. INDUS2RIA APPEARANCE. SVEN GRADE COBINATION 24-F-04 (4 - 24CO psL h • SIMPLE (5 - BENS STRESS .0E COM0.0-2, N TEA -NS ATTC 10500 RED Yµ5 (B • NCO p4 N • 190 PALS LAMS MUST BE OBTAINED ♦-E. APPROVED FABRICATOR. SUBMIT NOP GRATINGS TOONARCHITECT AIN STRUCTURAL ENGINEER PRIOR TO F1RICATON. FABRICATE BEAMS N ACCORDANCE TIIR ANS/UTC A 190.1. PLWOOD AFD OSS FLOOR SHEAT90G........3/4" i J D UNCERLAYUEN1 .ADE w/ EXTERIOR ..NDCx 40/24 GAP EDGES 1/0 N 9 OR AS RECd4MEn.ED By ALL PLY4pD0 SHALL CONK. 0 US. PRWUCT STAARD PS I. CURRENT EOTON. NULNG 9141 BE AS INDICATED ON PLAN. CONTRACTOR IS TO CAL..DEENGINEERFOR WISER... D FLOOR dARAWS PRIOR TO EDGER O µ w 140-L4Y 11/30,00 1. !m - 1500 P9 LL ALLOWABLE STRESSES USED w MSS, uNIT TENGM MEMCO (1994 UBC SECTaNN 2105.3.4) USED FOR VERT... OF ALOWN£ STRENGTHS BLOCK: HOLLOW CONCRETE MANRLATEST .ITS NAL GRAADE"N. CmREWC SAVE STR0ENGTH ON NET ARESTA :ru1DMD 1900 OF WAL 9.NRACCORDANCE NTH TO CJ74204TOR C FOR MORTA41 TYPE S 5000 ETD CONFORM TO THE FOLLOWING ASM STANDAIOS 1) ASIA C 144-93.YTµ0ARD SPECIFICATION FOR AGGREGATE FOR MASONRY MORTAR: 2) ASM C 150-96, D SPED0CAMN FCR 000 47 CEMENT: 3) AS. C 207-91 ((992). STANDARD SPECIFICATION FOR HYDRATED LIME FOR MASONRY RPON5. MINIMUM CONRESS45 STRENGTH AT 25 DAYS - 1600 PSI. MORTAR PROPORTIONS BY WC.E 1 PART CEMENT, 1/4- 1/2 PARR UNE PUTTY. AND DAMP LOOSE AGGREGATE NOT LESS IRAN 2-1/4 NCR MORE THAN a 3 ES ME SUM O ME VOLUME OF ME CEMENT AND UNE. .OUT: 0 CONECRAI 0 ME FOLLOWING AS. STANDARDS: 1) Asn C 150-96, 'STANDARD SPECIFICATION FOR PORTLAND CEMENT. 2) ASM C 202-91 (1992). STANDAR) MASONRY PURPOSES. AS4.9Tu0SPENADONN FAGGREGATES FOR MASONRY GROUT. GROUT COMPRESSIVE STRENGTH r9 . OLIO PSI. TES GROUT SPCOYENS 1N ACCORDANCE NM UBC s0 21-19 FOR EA. 5000 S.F. O WALL C GROIN PROPORTIONS BY WLUMC: 1 CEMENT. MAXIMUM .E -RIM PARR LIME PUTTY, DAMP LROOSE SAND NOT LESS THAN CEMENT ART L.. ANN. MDREMAN 3 P LOOSE PEAES THE GRAVELNOT .SS M Cr THAN AN 1 ARO OMT MORE THAN 2 TINES ME SUM Cr ME WLUNE O ME CEMENT µD UNE. NO NATER - ONLY ENW01 TO OW CREAKY POURING CONSISTENCY. . .OTIVES APE ALLORE° FOR AIR ENTRAINMENT. GROUT .7E5 CONTANING REINFORCEMENT IN UFR NOT 0 EXCEED 0-03 LM RONFORCENE. b BAR DIAMETERS. MASONRY INSPECTION: SPECIAL MASONRYINSPECTOR BE UNITS.P1 8114E PLACEMENT O (05002CFHEN7 µ0 BEFORE URNG SNPUNG AND AT MER START OF LAYING INCL.. ISPECTKIN OF GROUT SPACE AND WM. AIL 074(700 OPERATIONS. MANSION 80.14 ExPANSICN BOLTS BY MILTING. PER ML90•2156: OR EQUAL AN NDEPENDENT TESTING LAB APPROVED BY THE 5.IRS CT SIN SPECT CONCRETE REDAR, GN STRENGTH BOR, EXPANSION BOLTS EPDXY ADHE4NE VE FASTERS MAND D WEer. AS 0.0. (UNLESS 9 005E STRINGENT REQUIREMENTS APPEAR w ME NOTT"CTURAL SPEONCA11.0 CONCRETE - INSPECT RUM PLACEMENT PRIOR 0 POURING. SAMPLES FOR TAX.STRENNOT LESS MANNO TESTS OF EA. ONO A DY. NORLLLESTS Mµ BOPLACED ONFORAEA. 15 BE WBC YARDS O CONCRETE NOR LESS Mµ ONCE FOR EACH 5000 SQUARE TEST. TET SURFACE54. 0 FOR TO7 SLABS OATS. HOLDWAN ARND CYLINDDERS R OR EALN FARMER TESTING IF REWIRED. H. STRENGTH BOLTS - INSPECT DE ALL INSTALLATION O L BOLTED CONNECTIONS PER SC SPECIFICATION FOR STRUCTURAL JOINTS USNC ASM -325 BOLTS XPANSONNOLTS NSPECT BOLTS PLACEI- DONDE T.QUET TESTPRIONINGi PER MANUFPOURINGA ECTURER SPEOFICATONS FOR AL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH µD DIASTER Cr BOR. EXPANSION BOLTS - P CIFICAno. f. ALLNX>MANUFACTURER SON BOLTS VERIFY SPECIFIEDTONNE TESTING PER LE... O NETER, EMBEDMENT. SPAM, µD EDGE DISTANCES O BOLTS MALKExVISUA INSPECTION ALL n.wEEI GAi ME START O WORK µD CMTXACTORR ON0T110112 OO CCORDNAR ALL TRADES µD VERIFY DIMEN4.S IN FIELD. OBTAIN AR.ITECrS APPROVALOR TO ALL FIELD L. GES.. SE ARW20ECTURA °RATINGS FOR PRIOR R. OAND DIMENSIONS Ano LOCATIONS. FLOOR AND WALL FINISHES. ETC. PENSKE TRUCKING la Dm) v4-6140 )u Nal S94-9946 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS MIT. NUM. INN S-6 OF 6 ___ _____ _ _ J 1 EX. RIMER TRAIL F _- EX. STRIPING SHORELINE 8Ol1NDRY _ / / EX. PAVI1N* / / EEX. STRIPING EX. STRIPING TOP OF BANK CURVE TO THE IH N ► T4-ENCE NORTH 25'01'36" WE5 WITH A RADIUS OF 406.62' AT MARGIN CF 4811-1 AVENUE 501 MARGIN 260:10 TO NE nu NOTE: BOWDARY AND SITE INFOR PARCEL WAS TAKEN FRal 5 BY HOLLIS LOOM, JR. AJA I T1 -1I5 AREA 14A5 BEEN COMP TAX ID. • : 000480-0019-i n RED PEfa"IiTS PLUMBLINE SPRINKLER LIGHTING VENTALATION EX. STRIPING ED N40'12'54 COS' R= 2 9' L=838' FENCE was wny •