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HomeMy WebLinkAboutPermit M06-012 - PARAGON PACIFICPARAGON PACIFIC 18270 SEGALE PK DR B M06 -012 Parcel No.: Address: Suite No: Tenant: Name: Address: City bri Tukwila Owner: Name: LA PIANTA LLC Address: PO BOX 88028, TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us 3523049119 18270 SEGALE PARK DR B TUKW PARAGON PACIFIC 18270 SEGALE PARK DR B, TUKWILA WA Contact Person: Name: JOHN WARE Address: 4210 B ST NW, STE F, AUBURN WA Contractor: Name: FIVE STAR MECHANICAL Address: 3902 W VALLEY HY STE 200, AUBURN WA Contractor License No: FIVESM *010JT DESCRIPTION OF WORK: INSTALL TWO NEW HVAC UNITS AND DUCTING Value of Mechanical: $15,000.00 Type of Fire Protection: Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial /Industrial 0 MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: Fees Collected: $327.20 International Mechanical Code Edition: 2003 EQUIPMENT TYPE AND QUANTITY * *continued on next page ** Phone: Phone: 206 786 -8278 Phone: 253- 833 -8284 Expiration Date:04 /30/2006 Steven M. Mullet, Mayor Steve Lancaster, Director M06 -012 02/01/2006 07/31/2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30-50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 2 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment... 0 doc: IMC- Permit M06 -012 Printed: 02-01 -2006 Permit Center Authorized Signature: City tri Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Ae Aouto��/blit P Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06 -012 Issue Date: 02/01/2006 Permit Expires On: 07/31/2006 Date: t O I hereby certify that I have read and ex&¢.iina.flhis permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru n o�� anc rk. I am authorized to sign and obtain this mechanical permit. Signature: Date: Q - /-©tom Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doe: IMC- Permit M06 -012 Printed: 02 -01 -2006 City oft ukwila Department of Community Development / 6300 Southcenter BL, Suite 100'% Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049119 Permit Number: M06 -012 Address: 18270 SEGALE PARK DR B TUKW Status: ISSUED Suite No: Applied Date: 01/23/2006 Tenant: PARAGON PACIFIC Issue Date: 02/01/2006 1: ** *BUILDING DEPARTMENT CONDmONS * ** PERMIT CONDITIONS 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, Inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces In buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Manufacturers installation Instructions shall be available on the job site at the time of inspection. 8: Ventilation Is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be Inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296 - 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) doc: Conditions M06 -012 Printed: 02 -01 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by Interrupting the power source of the air - moving equipment upon detection of smoke In the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 18: Remote Indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 20: Contact The Tukwila Fire Prevention Bureau to witness all required Inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions M06 -012 Printed: 02 -01 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions /4„4/-d%:, Print Name: Geld 4/1 6, Oa re r Date: � /-o6 M06 -012 Printed: 02 -01 -2006 Site Address: Tenant Name: Lep* ACT.PERSPIN Company Name: Mailing Address: CITY OF TUKWIL.4� pp Community Developmenfrwpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 wtbeeeae Planiea raaaraVerma epprntioa (7-2000) Reviled: 6-1.05 bb Name: Mailing Address: ya !o 1 - .' � t I t)' Cu, k F E -Mail Address: ..SQ44A0;IJe .h -t. c h. Coin Contact Person: E -Mail Address: Page 1 - Building Pe rml Mechanical Pp rmtt 2 Public; Works Permit Project No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print*' SITE LOCATION King Co Assessor's Tax No.: -1111 Suite Number: City New Tenant: Floor: ....Yes ❑ ..No aA s wn ac to l e Property Owners Name: Mailing Address: State Zip Day Telephone: 'Da 79& j.2 8 Alm. /AM- 986107 City State Tip Fax Number: 2 5 --852 - 42$i GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor inforniatioit'on page) Company Name: I' i V SrEa.A_ Atkin, 'e' /l I y� Mailing Address: 42 1 0 R. I'S 4- • �, W. g A 9-� F AbtlN ,�- Pik 1 .. � ^ Cry State Zip Contact Person: J 0 ..- /\ Ci.w Day Telephone: P-O/Q — Ng ' 42 7 R E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance' ARCHITECT OE RECORD — All plans must be t stamped by Architect of Record city Day Telephone: Fax Number. State ENGINEER OF RECORD -A11 plans must be wet stamped by Engineer of Record .. Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip Valuation of Project (contractor's bid price): $ ) .5; 000 Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? ❑..Yes ❑.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below I Floor 2 Floor 3 Floor Floors . thru Basement Accessory Structure" Attached Garage Detached Garage Attached Carpdrt Detached Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) "For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: "Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm ❑..None ❑. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. q:tbamh• piss iec dam W V ion (7-2004) Revised 6-1-0 .. . bh Page 2 TUBLIcWORKS- PERMIT INF IMATION -206- 433 - 0174 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑... Water District #125 ❑ ... Water Availability Provided S bmitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size -22 "x34 ") ❑...Technical Information Report (Stone Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way ❑ ...Total Cut ❑...Total Fill cubic yards cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection - Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size ❑...Water Only Meter Size ❑...Sewer Main Extension Public ❑...Water Main Extension Public q: permits pb"lice cturqatpama application (7-2004) Reviled: 6603 bh Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Sewer District ❑...Tukwila ❑...ValVue ❑..Renton ❑...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by Ring County Health Department. . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line woo WO# WO# Private Private Page 3 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrants) ❑...Water ❑...Sewer ❑...SewageTreatment Monthly Service Billing to Name: Day Telephone: Mailing Address: Car State Water Meter Refund/Billinv: Name: - - Day Telephone: Mailing Address: City State Unit Type: Qty Unit Type: Qty Unit Type: - Qty Boiler /Compressor: Qty Fumace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser Al 3 -15 HP /500,000 BTU Floor Fumace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent - Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator – ComrMnd Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Company Name: F I V-e .- - T4A QE'./ / era re Mailing Address: Contact Person: BUILDING 0 OR UTHORIZED . ENT: Signa Print Name: Mailing Address: Date Applicatio sn ZS —cx qApermits pku ice dianges Permit woriwion (7 -2004) Qty Day Telephone: 24::- / go 4 z 7 g E -Mail Address: Fax Number: 25.3'2r `9285 Contractor Registration Number: C\VP A /*- w ea T Expiration Date: 4 /3 0 — o c * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 15;0 0 / Scope of Work (please provide detailed information): Zj/t. WI /tdt him) H r//4(. Gfh/ Use: Residential: New ....0 Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas Other. Indicate type of mechanical work being installed and the quantity below: Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Expires: 25"0(0 Date: -.23-ed Day Telephone: �Lr C "� 717Lt -P�.z78 -Staff Initials: 1 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049119 Permit Number: M06 -012 Address: 18270 SEGALE PARK DR B TUKW Status: PENDING Suite No: Applied Date: 01/23/2006 Applicant: PARAGON PACIFIC Issue Date: Receipt No.: R06 -00095 Payment Amount: 59.44 Initials: BLH Payment Date: 01/23/2006 01:24 PM User ID: ADMIN Balance: $267.76 Payee: FIVE STAR MECHANICAL RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 26989 59.44 ACCOUNT ITEM UST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 59.44 Total: 59.44 1533 01/24 9716 TOTAL 59.44 doc: Receipt -- Printed: 01 -23 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: FIVE STAR MECHANICAL ACCOUNT ITEM LIST: Description MECHANICAL - NONRES RECEIPT Parcel No.: 3523049119 Permit Number: M06-012 Address: 18270 SEGALE PARK DR B TUKW Status: APPROVED Suite No: Applied Date: 01/23/2006 Applicant: PARAGON PACIFIC Issue Date: Receipt No.: R06 -00140 Payment Amount: 267.76 Initials: ]EM Payment Date: 02/01/2006 10:38 AM User ID: 1165 Balance: $0.00 TRANSACTION UST: Type Method Description Amount Payment Check 27027 267.76 Account Code Current Pmts 000/322.100 267.76 Total: 267.76 1917 02/01 9716 TOTAL 267.76 doc: Receipt - - Printed: 02 -01 -2006 Project: 131 RA 6 Pile/Fie' Type of Inspe mn: ` / A/AV Addr s: / b 7 (c&ALE r'KA2 Date Called: Special Instructions: Date Wantyd: if— 2- / -- �'i p.m. Requester: Phone No: INSP RION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: ,c7A/9/ /<40 8.00 REINSPECT! FEE REQUIRED 'or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Approved per applicable codes. Corrections required prior to approval. Receipt No.: 'Date: Project fir /. ✓ 1// Type of Inspection: ✓ ' L Address: V / R 2 . 7 0 ' c !'K8 Date Ca ed: Special Instructions: 7 Date Wanted: 2 7 � a Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •' (206)431 -367 OFIMENTS: Approved per applicable codes. D Corrections required prior to approval. .st Alta • r ri $58.00 REINSPECTION FE a Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: r �� t er.. f7P/1 Ara dr. Type of Inspection: � [7 Z 64- at/ Address: (, Dat Called: Special Instructions: 9 . fr Date Wanted: / 416h; Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE' ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 367 4X.1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ri $58.00 REINSPECTION fEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project • Type of Inspection: i Add ss: / Q 5, 4 / / e Cal e d: Specia In ructions: +,�j II ate Wanted: a.m. ( 7—CA Requester Phone No: INSPECTION RECORD I � CJ�L Retain a copy with permit 1/ PER INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 }431.367 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: n-it kr . i> 5,' $58.00 REINSPECTIFJN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaR to sechedule reinspection. Receipt No.: IDate: Project: / 4 .. dn.. Ire ,/ Type �l � "tio Air•:_ -.s •t _ Addr s: f Date Called: / Special Instructions: Date Wanted: (34 r am Requester: Phone No: 7 INSPECTION RECORD ^t� /e I Retain a copy with permit l'Gf/C L INSPECTION NO. PE N• .q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -367 Approved per applicable codes El Corrections required prior to approval. COMMENTS: p C24t ! `i 7 -t- tr./ D $58.00 SPECTION VtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. [Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI (206) 31-3670 Proj ,,4� .�• . szj� 1.7 / F A dress: /f 70 t .e. Specia Instructions: e-e, "r Tye of Inspection: Date Called: Date Wanted: Requester: / Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: l Date:� -rC6 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: !Date: *01%12/2006 1.3:14 265751662 SEGALE PROPERTIES • P.O. Box 88028 Tukwlla, Washington 98138 TO: 'yr3t.A. WM` R., COMPANY: Ft;ve Str- PHONE NO: --Q -V-a to FAX NO: s scsa..'R53_S' NUMBER OF PAGES: ,('a (Including this cover sheet) FROM: deR{yz(L`d COMPANY: SEGALE PROPERTIES PHONE NO: 20SS5- 21706 az cr h(7' Oa FAX NO: 206-575-1837 DATE: nlos- Please verity number of pages received and can (206) 575 -2000 if ybu have questions concerning this >nmsmittal The I nfonnatbn contained In this facsimile transmission IS privileged, confidential, otherwise axanpt from dasooveiy and is intended say far the use of the addressee ktad above. If tie reader of this message Is not the Wended redolent or the employee ar agent responsible for delivadng this transmission to the Intended recipient, you are notified that any use, daseminetbn, or copying, or the Wring of any action In seance on the contents, of this transmission ■ prohbked. [(you have 'waived thb transmission in error, pioaee notify the sender by telephone and Mum the original and any cocks by mall to the sender at the address stated above. MESSAGE: COMPLIANCE A000nuq) JAN I'0 2009- CitY BUTIDT nnlTSTON Perri t No CITY OF TUKWILA JAN 2 3 2000 PERMIT CENTER MO(roIZ. 2003 IBC ENVY ENGINEERS NORTHWEST, INC., P.S. Snucrusa Ewan Efts - 6869 WOODIAWNAVIL N. E., &A7712, WA 98115 (206) 525-7560 FAX (206) 522-6698 PARAGON PACIFIC SEGALE 763 KENT, WASHINGTON STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT ADDITION HOMES7/26/ oh January 11 2006 ENW Project No. 05108000 . • - I I ; : • ; ; ; i:;:i'' • ! I ; • ; 1 s . , ; : • 1 ; , . • ; : . : ; : ; • : : 1: • • " ! 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Irmo oalumwer or Derfloalen dr. open pig - Aso: - ajflfl4 1)710(4.) 245 e. spa (I4)* LID *..pa TN. 3.5.3 P�S 0•63.7.1A rEq. 4341 FInd 3 . 34 3 tw.2.341 8•82.42A 4.813.3.8 6.644.2.4 tE 3.543 eraght Of CVA&CL CANT OM Pep 1 area 17,18 Ma VIM su 7341 (Armaiment retort x rim =JOU= a50 age cheWlan) TX 24.2 (TOP or Wei unbratel lIS) An. 212.1111 er. 11111.18 1 A• 1710168 WO00811104 _._�.__I _.... �.... .t.....�.._ :.... 1 -....i .rF..... 4__.;.._.�......i _....__.F ' • ___1__y ._�._..;..._�.... _5...._ {.._...._3... ?_.-• • t • i . ! t • •_ 1 : • 1 • 1 • ; • • • i 1 • ; • i • t i ma�yy•(( .�. • • : "! : *1 ! • . . . } • • • -181.71W2006 13:14 General Timber Bum PIP 1 Description Paragon Pacific d1 I Senn Information 1 Section Nenw {x16 Bern Width 5.600 In Barn Depth 16.500 M Member Typo Sawn em Wt. Added to Lads Load Dur. Fader 1.150 Ben End Pbdb PIrAn Wood Density 84.000 Pd UnVice a leers Over Full *pan Carder DL Lett CaM isver DL Right Cantilever DL [Pow Loads Dead Load 1$4.0 be Lbw Laud b ...dlsbrtce 16.0006 Saismary r Mot. esitbvo Moment 16.16101 Mot. Nepotist Moment 0.00k4 Mot 0 Left Support 0.00 k-* Max 0 Wont Support 0.00 k Mot. M allow 27.89 b 881.43 psi fir 61.09 psi Fb 1,506.97 psi Fv Carte lean... usnectlm, (c) 106344 ENERCALC 2065751662 296.00 *ft Sift b b 0.000 * 97.75 Psi > -0.428 in 0.428 in 10.00311 10.000 ft 561.1 681.07 Canter Spin Lin Cantilever Right CaM66var 20.001% Lu It Lu * Doo9WS Fir - Loch, No.1 Fb Om Mow 1,350.0 psi Fs Allow 83:0 pal Fc Allow 625.0 psi E 1,600.0 ksi 0.00 n 0.m n 0.00 n [ Urllfoim Lords LL LL LL *1 10.06011 .I 0.000 * Awns 25400, Bona Width - semis x 0spth -Web, Ends we Rine;, Max Stress Relo 0.584: 1 Maximum Moment 162 k Allowable 27.7 k-* left DL Right OL OR Hit Wit b b 0.000* Maximum Sheer Altow.ble Shaer Comber. 3.20 k 3.31 k Leff D.s.dlart Wgtk Cera liner... DMIsMion • 1.5 b b 0.000 n R 0 tAft 0 CAS 0 ream Max Max 0.0 Ws b 0.000 it Elam Design OK 4.4 k tL8 k 310k 3.31 k 0.0001n 0.542 In 0.000 in 3.20k 3.31k L Daotions m 0.000 kt 0.000 In 0.0 0.0 0.000 in 0.000 in 0.0 OwentmalatarsoonpliC.ww;Cralr n - llacnwd Copy, Vier 6.0.6, their --tale Iftindigt Ana Ink Ck axes a on Center 0 Latt Suppoit • NM Support Ihstribtolyais Oar after keg Rooked Pc AMP* Ilarke Suppals ,&c lett Radio° Max. Rista Radon 08 118345 ENERCALO 1J:14 Z1303 tosooz,:o : - !!!!!! Rb 0030 to tattitemeal • 10:18 left 0.00 lift 0.00 be 0 lig GUPPat 4.10 k 0203 In2 07.75 psi 320 k 3.31 k Lowey Vela a. tic e *SS baaikiits • Corder lkan (mean • Right CanL Locution • 0 Lott Cant Loctrion • • DiactiMlen Panaae Peak: .11 • General Timber Beam • • 1 ( . . , DON' !tame: Disabdell ` 1 . PROS Cain 220.220 in3 Ma fbaBral 323.04 in3 0.00 PO ROO In3 RION &Pint 4.36 k 44.260 la 03.75 pal Beath; length Fftxtft Mewing Levitt Rea es.25010 Allemada 1.628.07 psi 1,60&97 1,50t07 p1 0.1130 In 0.962 • • 't lambent • -• • • •Shaar • Ortivation too R 0.00k4 420 k taoaa In 0.00 ft 0.00k,4 0.00 k 0.0000 0.00 R 0.00k4 0.00 k 0.0000 in egoonotodelPin0 1 Unlined Copy, Vat LOA, 1541s4006 ; ! ' • • • ' • 1 „ ! I • • • -.• ! ' • • ; • • Alf AO 17 Man a- / - / nva Urptid 0 =amid 11699-ZZS (.900 n'A 09st-Sts (.900 SI Vii Vann Ulan s tr3AV Nhana 6919 • = ! 111. t•,•12 • . • . • • ; . • ; • ! • : • i 1 Ili:11 '• • . i • 1 . . 1 : • / • ' / I ■ I I : / ; , ; : 1 4 ; ; t, 1 • ' I . 1 ; I 1 / / 1 1 I . I ; ; 1 / I . i l • 1 11 ' 1 ;21 . 1: , I ; ; . , • ; ; 004 ,.....; • t . ••:•• a ... • ,... .... :„. ... 1 • I t • 1 i : t i : . ; I : : . • i I ; I 1 1 14 bot • . • I • 1 • „ : • • • . : I . : ; • • ; • . : . ; ; • : . ; , • I ' 1 — I ' • ' ' - . I I ; . 4 4 ; . • • ••;`.• !"— i ; t I • • 2i • ; : • . - . i 2 • • t ' - .. • " ' - I ..... ••••-•• r ' •-- - •--- • t .4 i•,...•...-. , i • . i ;• • 1 , I . 1 . .: .. . I 1 i .• • a jtuc-••• 1 •-• •• --rii --• .r. - ! --• ••--- •• • • : . . . . • • • • "' .. .. - .: 1 i : . : • • :: 1 : ; 1 - . • . ' i ' ; ! I i • • : : • ; i . . ; • : e ! : : 1 4 - : ; : ; ; t • • I' a . ' 1 . ; . I 1 • ; : ! • ; ' • ; 1 • i • 1 :i • — .. ... . .... ; . ! ...... . : ;...:... • qu • SIMINION3 7V8111OOKL51 am v4 "MI tsamilajoN SEMNIONT _ • • , • , • ;mums . n »qTw Qc1171Z • bil:PINC: XICl27 /7.1VIC1 1'/12/2006 13:14 2065751662 .6N kyl': SSlpdf d Paiapon Picric 111 • Sas. Anefyin Ck 20,160 Cf 1.300 C Center Lea Support MOW &Mod Shier Moire Noir Sher Ares esquired Fv: Alienate Beal Support's Ma Len Ruction Mss. Right ResNon Rb 0.000 am Mnt t07 k ft 0.00 k-R 0.00 k -ft Lift Support 0.69 k 7.040 in2 97.76 psi 0.54 k 0.54 k ft, v, & Ce apeoafwt LoatOoes di Confer Sean La>ws0n a 0.00 dl R%M Cant. Location . 0.00 ft m Loft Cant. Location = 0,00 ft 30.0611n3 Mu =Stag 0.63 k.3 0.00 Ina 0.001n3 MOM SupPmt 0.09 k 7.0401e2 97.75 pal Bard° L ngl i Rsq'd awing Lapih Req'd Moment 0A0k n 0.00k -ft 0.00k41 25.375 in2 eiblS.& 1,338,13 p9I 1,308,13 pal 1,306,13 psi 0.246M 0.2451n Mar 0.54 k 0.00k 0.00 k Diced ion 0.0000 in 0.0000 It 0.0000 In L Mat General Timber Beam Lanes Cana 1 [gusty values J LkiCermd Copy, Vier 5.0.5, 15 -19W • L • . i ! • • ; 1 • . ... 1 : : : • i : ' • • : ; • : : ! . ; : ' : • • • • ; : : r : ! • : - . • i — , ; — :- 4— - 4. : : 1 : • . . : --„. : 1/4 : : • . . : ) • I : ........ ••• 5 : ' : I ! • ! ' ' 1 --- i . i • I. • • a ! • • • • .,.... . ! ; ! • i . • i • 44. • • • • • • • ! : ; . • • • : • : ; • I : ; . • : • ' • „ ... . : : • . • . . : . . . . . . . ; ' ! ' • ' ; ; • : w••• • —4, ; •• ..... • • : ' 4 ; ! A. Pt as • 1111 ; a . •••• 4 al; I • • ... • : : • : I • : • 4 1 • • : • • • . . . • I • i ; I 11444p..=;••••• ri44.±..■■• . • e : • : • • • • • • • • • • • " : . . • • • p t I i _ ; • ; I i _ • i I I - • i • l i i . • • • • • • • 1 f • i 1 '• i l , • • I . : • ' - ? -- - -fi' • - • i ; I : I 1 i ! • 7 1 : • ; I 1 ! I . i . 11 . ; • • 6869 waCOIAWNAn. Kt, 0205, SEATTLE, WA 98115 (206)525 -7560 FAx (206)628.6698 P8owcr honor ritgAbd0 fiau Fit DATE / 'DS stwEcr I S &c7)0.0 A &mu 3 of By DK i : 1� x -'i r �� r U ,,JJ • i • • • • • . 1 i l ' 1 N .. .. 1 ...i J -- : + i i ; i s) i •H I .; ! , p r ' i ..1'-.'. r6 y .... 1 X280 • . Y , i • f 1 > i ' ! �� { em u . • `T • 1 f • 1 i • I i • i i • • 1 i 1 • i i 2 , • i j j i • . j • • i I I • . i ; t { • • i �....•1 ' I • 1 1 0 1 1 X : i ... ; • i . I • i t t 1 i j j 1 i I i ! t i 1 f 1 , 1 1 :: ; i , i 2 • • .1 4 , iT " i 3 ! ! : i : ' • - • • ; : i 1 • I i ; ; • • t : • ! : i : • . . : i I • • 1 . . i • • 1 I : • • rt- - • ; • i : : 1 ! : • : : ; . . . ....,.....,...4......................i.....i....._: : : ' ; • • ......... ...... ... ... ...._._: .... i . . i .. • ....: '' 1 4 ' : 5 I 1 : 1 I : • i : i r 1 3 :! : . .: ; : . i . • : : : „ • t : • ; . : ! : . • • : : , . 1. . • . _ ' - : . , • i : f . . ! - ....--: .. - ; ; : • ..... ._ : - 4. 4 t : ; t : : • i t ! • . k ; . (. ' • " • ; i .: : • : :• • • . 1 : : • i : : . : . . . . i • : • ; . • --1 4 i t i • I • i • I 1 .-- ' — 4 •••• I•••• -..--- : ; : I ; : 4 ! I. 1 , ; : . ! . t • — 1 — ' ' — r : : ::.i:;:::; : :::' . :3 3•1 ! 4 . .. 4-..;........„...-4.......- ...:-.....,- -.- .. j • i i : " • • ....Jul :• ;:: t . : ;• :; ' !:-.- 4...- .., :._. i_ [Sa ! : ; : • : e - 1 -- --f- -t -t ; 4 .; : • i • .1 • ' .1 .... • • i I ; • • t • • ; ; i .. • : • •!•• ---• . . • • • • ; . . • • ' i : I . : i • 1 I ; : ; ! : ..... 4 4. •. .. . • : • ; : ..—.4.... —i.-- --. . . 1 : : • • : - • 1 '•'• - r -1- i . : : ; • f — . ; I t • i • 1 • • : : i • ' 1 .a•-: ; ; , ; : •14,• .• : ! . : : .... .....; ..-- ... i -- ; „ -.4----- -; - : - .-- -4 ... 1 ; • : : ; : : 1 . ' . . . . i ; • • i • • • i • - z . . : • • • - -••_ • : • • • . • • ; : • : AL) : 1 : • • • • • • • • • • • : ; • • • • • ; • • • . • • • • • : • • • • . • : : • : • : • • • • • • • . • • ENGINEERS NoRTUWE$T, Intc., r.s. w SThUC VRA L ENGINEERS U69 WomtwwNAVB K B , d205, 8 FA1'nR WA 9:115 (206)525- Fix (206) 522.669 PROJECT N Porno 'PAav cti fAG, pL I DATE I -I6 <6 '' Steil-11141 Steil C Sir 5 or Ev PX • • • • SUBJECT t i i ; i • , 1 I k a • i t i I I , • � . . y . 1. ` . 42. -4••• i .. 1 • _i. i ..s. • i ' ! I , t : ' ; 1 ., ' .i. t ' .... ' ' :' > .. . • I ` t t �• i A y s t 1 • • • i ,.. L ..t r .-I. -1 ;.... • i f . ; • Irscl ! • } 4 i ; i 4 . .j.. I. t... b X. •i . .. _.._. . .L ' • , V i 1 � I , I• t : t 1 ' . : i I : i 1 it . i 1 ! , i : . • L. • i I , . i : t n ! ii; , i ! i i I 1 i i ■ . . : i 1 I . _.... ... v ....j ......: .._. t ... ...� ... .... ..I......: 1 CON' Permit No. GD-2 continued on next page TNSSC060AI TRANE' General (5 - 6 Tons) Data Standard Efficiency STon Convertible 6Ton Convertible TA'SC060A3, A4, AW, AK TNS0372A3, A4, AW, AK Cooling Performance' Gross Cooling Capacity . ._ 63,100 63,100 72,000 SEEREER' 9.90/- 1020/- -/10.2" Nominal CFM /ARI Rated CFM 2,000/2,000 - 2,0002,000 2,4002,100 ARNNc4 Coding Capacity 60,000 60,000 69,000 -.. Integrated Part LoadVehe' - - - Sysarn POWer(KW) 8.86 6.78 6.77 Cc i NoJfyype 1/Scroll 1/Scroll 1/Scroll Outdoor Sound Rating (d131 84 84 88 Outdoor Coll -Type Lanced Lanced Lanced Tube Size On.) 00 03125 0.3125 0.3125 Face Area (se f0 8.81 8.81 13.88 Raws/FF1 2/17 2/17 2/17 Indoor Coil -Type lanced Lanced Lanced Tube Sue On.) 0.3125 03125 0.3125 Face Area No ft) 5.00 5.00 9.89 Rowe/FPI 3/16 3/16 2/16 Refrigerant Control Short Orifice Short Orifice Short Orifice Drain Connection No/Sze (inn 1R: NPT 1/44 NPT 1A4 NPT Outdoor Fen -Type Propeller Propeller Propeller No. UsecVDiameter (in.) 1/22 122 126 DdveTypoNO. Speeds Direct/1 Direct/1 Direct/1 CFM 3,470 3,470 6,100 No. Motots44P 1/0.33 1/0.33" 1/0.70" Motor RPM 1075 1,075 1,075 Direct Deity Indoor Fen -Type FC Centrifugal FC Centrifugal - No. Used/Diameterfn.) 1/11 x 11. 1/11 x 11' - DdveTypeNo.Speeds Direct/2 Direct/2 - No. Motors 1 1 - Motor HP(Standard/Oversized) 0.90/1.00 0.90/1.00" - Motor RPM (StandardOverszed) 9851.080' 985/1.080' - Motor Frame Size (Stardard/Oversued) 48/48 48/48 - Belt Drive kidoorF.i -Type - FC Centrifugal FC Centrifugal No. Used/Diameter On.) - 1)11 x 11 1/12 x 12 OdveTyperNo. Speeds - BeftNariable Sheave Belt/Variable Sheave No. Motors - 1 1 Motor HP /Standard/Oversized) - 1.00/- 1.002.00" Motor RPM (Standard/Oversized) - 1,750/ - 1,750/1,750 Motor Frame Size (Standard/Oversized) - 481 5556 Filters -Type Furnished" Throwaway lhc"eway Throwaway (Nod Sze Recommended (2)20x25 x 1" (2)20 x 25 x 1" (4)16 x 25 x2 Notes: 1. Cooling PMd:none is rated at 95 Fambient, BOF entering drybulb.67f*meting wet bub. Gross cepedly does not include the effect of fan motor heat. MI apachy is net and 'includes the effect of fan motor heat. Units are suitable for operation to *20% of nomnM dm. Units are certified in accordance wihthe Unitary Air-Conditioner Equipment certification program. which is based mMtStvderd2HW240 except AK(360V /60 Hz) units. 2 EER and/or SEER we rated at Ml conditions and in accordance with DOE test procedures. 1 Integrated part Load Value is rated in accordance with ARI Standard 210240or 360. Units are ratedat60• Fembienm. 80'F entering dryPub.and 67• F entering wet bulb atMI rated dm. 4 Heating Performance iota settings and rating data were established and approved under 4borstory test conditions using American National Standards Institute sunderds. Ratings shown are for elevations up o 2000 feet. For Nervations above 2000 feet, ratings ghoul be reduced at the rate d e% for satin 1000 feet above sea level. 5. AFUE is rated in accordance with DOE test procedures. & Outdoor Sound Rating shown is tested in accordance with Ml Standard 270. For addnro n+aler to Tads Pq_12t Vi � 7. Refrigerant Berge is an approximate value. For a more precise value. see unit nemedal 1 -M sewi�lREVIi6L�111a1 L G . I V \ & YSC060A1,34W Oversized Motor and YSCO60AK Standard Motor Fm Diameters12x 1. M �� e Motor RPM shown u ow speed. High speed RPM a 1100/1135. 10. Filter size shewm o 5/9 i' a `! lrNal"a"el fi ea r s recomnendedis 20 x 30 x I. 11. Optional 2' pleated filters also limitable. _y •�; 11 YSC072A when used' in a horizontal application has an EER of 10.1 and System Power lk raozse. e �1]n�Rn 11 Medium heat is not available for AK ci9OV /BO Hz/units. RECEIVED 14. Outdoor motor 40 .75hpfof AKDeov/BOHx)units. Q Ofi CITY OFTUKWILA 15. Outdoor motor is OAO hp for AK (380V/ 60110 units. 0 2000 1a Standard Motor is 1.00hptor YSCO60AK 1380V /60 Hsiunits. JAN 17. Standard Motor is 2.00 hp for the YSC072AKOV /60 HZlunits. JAN 2 ;) L' -iC ,I 18- Second stage/f:st nags if applicable. - PERMIT CENTER OfTukwila BUi1OONr, 1 O(1 Table WI — Maximum Unit and Comer Weights (Lbs) and Center of Gravity Dimensions (In.) Cooling w/Electtic Heat Units Dory Unit Basic Model Weiahts" Corner Weights (Lbs)' Center of Gravity (In.) Tons Model No. Shipping' Net A 8 C D lan9th Width 3 TSCO384 501 409 132 104 79 94 31 19 THCO364 518 426 139 108 84 95 32 19 4 TSC0464 526 434 140 110 91 94 33 19 THC0484 560 468 148 113 97 111 31 20 6 TSC0604 543 451 149 114 88 99 31 18 THC0804 810 518 165 124 105 124 31 19 6 TS00724 824 681 236 177 119 150 38 21 THC0724 861 718 235 182 128 173 38 22 TSC0904 897 754 257 188 129 180 37 22 716 TSC092A 899 756 261 202 131 162 39 21 TH00924 1000 857 289 222 148 197 38 21 8'h TSC102A 978 835 281 223 149 181 40 21 THC1024 1036 893 294 233 159 207 39 22 10 TSC1204 1023 880 298 238 158 187 40 THC120A 1125 982 323 253 178 229 39 Notes: 1. Corner weights ere given for information only. 2. Weights are epprorimete. 3 Weightsdonot include additional Factory or Fiats Installed options/accessories. FaaptoNaecessory additional weights. rebrence Taob W3 to beaddedto unit weights. 3 4 5 TRANEe 8Y 10 134 YSCO60A YHCO60A Notes: 1. Caner weights are given for information 0Sr. 2 Weights re approximate. 1 Same es above. Weights 614 622 169 134 105 114 32 666 574 179 140 119 136 32 YSC1024 1042 899 297 243 165 194 40 YHC1024 1100 957 310 252 "175 220 40 YSC1204 1063 958 317 261 177 202 41 YHC1204 1203 1080 342 277 197 245 40 21 22 Table 14 — Maximum Unit and Comer Weights (Lbs) and Center of Gravity Dimensions (in.) Gas/Electric Units only Unit Basic Model Weights (LbsW rnrner Weinhts (1 hat' Center of Gravity (In.) Tons Model No. Shipping Net A 8 C D Length What VSCO364 572 480 151 124 96 109 32 19 11100384 589 497 158 128 101 110 32 19 VSC0484 597 505 159 130 108 109 33 19 'AiC.0484 631 . 539 166 133 114 126 32 20 18 20 6 YSC0724 878 735 249 193 132 161 39 21 YHC0724 915 772 249 198 141 184 39 22 YSC0904 963 820 273 208 146 193 38 22 Th YSC0924 965 822 277 222 147 175 40 21 YHC0924 1066 923 306 243 165 210 39 22 21 22 21 22 J J O 1 0 inn gggg Nth mNms CANS Mpg 1 1 1 H� ti N ti y 5 Tt b mb BNESMWS N A 10 +a 111 a WA 4gh MW ilr maaS $11E INNS I I I I a ET2.10 a ItrANSS NNSS a gill robbE 83 CPO+ 8888 ggl (0 m v a �bbt� 88a$ AuJ 8rArSS cgWl 588 t F Ili t p E 8 ACTIVITY NUMBER: M06 - 012 DATE: 01 -23 -06 PROJECT NAME: PARAGON PACIFIC SITE ADDRESS: 18270 SEGALE PARK DR B X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ,Wt 14 Btiilding Division Public Works Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 L PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural 1( AtA)G I Ire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: Approved with Conditions ❑ Permit Coordinator DATE: DATE: Planning Division DUE DATE: 01-24-06 Not Applicable ❑ DUE DATE: 02-21-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License FIVESM *010JT Licensee Name FIVE STAR MECHANICAL Licensee Type CONSTRUCTION CONTRACTOR UBI 601937083 Ind. Ins. Account Id Business Type CORPORATION Address 1 4210 B ST NW STE F Address 2 City AUBURN County KING State WA Zip 980011717 Phone 2538528284 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/30/1999 Expiration Date 4/30/2006 Suspend Date Separation Date Parent Company Previous License COMFOP *064D2 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WARE, GERALD L 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 `v' Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond 112 Bond Company Name OLD REPUBLIC SURETY co Bond Account Number YL1237591 Effective Date 04/30/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount Si 2,000.00 Received Date 03/04/2002 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License = FIVESM *01011 02/01/2006 1..+► ww� wft •..i - •w a.: • • INDEX OF DRAWINGS TA1.0 TA2.0 TA2.1 TA3.0 TA4.0 PROJECT TEAM TENANT: ARCHITECT: STRUCTURAL ENGINEER: WIERit coNTFACToR: OVERALL PLAN / COVER SHEET OVERALL TENANT SPACE / DEMO PLAN 1/8" FLOOR PLAN & REFLECTED CEILING PLAN & NOTES & DETAILS WALL SECTIONS & DETAILS INTERIOR ELEVATIONS & DETAILS PARAGON PACIFIC LANCE MUELLER & ASSOCIATES ) 30 LAKESIDE. SUITE 250 SEATTLE. WA 98122 (206) 325-2553 FAX. (206) 328 -0554 CONTACT: B08 FADCEN bfrddenOlmueder.com ENIC EERS NORTHWEST 6869 1NCXXAJMNN AVE NE SEA LE. WA 981 (206) 575- 7560 FAX (206) 522 -669P CCIN FACT: DALE KAEWINCK Ern& .corn SECE CONVICT: 9AAR SMUT Emit bbewneteseqokomperties.cern NORTH TYPE OF CONSTRUCTION: OCCUPANCY GROUPS: TENANT AREA: SCOPE OF WORK cones 1 W ON& CODES: JA. 3 thillSr4P470N SATE AYE NOW N' S OVERALL FLOOR PLAN 0 25 50 100 150 TENANT IMPROVEMENT STATISTICS CODE COMPLIANCF- - c TYPE V -8, SPRINKLERED 8 (OFFICE) S -2 (STORAGE) NEW OFFICE EXISTING RESTROOMS WHSE. /STORAGE TOTAL AREA r • IO THIS TENANT IMPROVEMENT WILL USE IBC SECTION 302.3.1 NONSPEPARATED USES TO ELIMINATE THE REQUIREMENT FOR SEPARATION OF USES. RECEIVED Orr OF nactgui 4,320 S.F. 390 S.F. 70,390 S.F. 75,100 S.F. THIS TENANT IMPROVEMENT IS IN AN EXISTING SHELL SPACE. THEY WILL OCCUPY A PORTION OF THE BUILDING. WE WILL BE REMOVING THE EXISTING OFFICE SPACE AND BUILDING A NEW OFFICE SPACE. THIS PERMIT IS FOR OFFICE IMPROVEMENTS AND WAREHOUSE OCCUPANCY. 2003 NITRNAIXINAL BE.:_DiNG COOS 2003 ip T E R!A r .ONfrJ . WE C` ANOC 1L COCE 2003 NTERkAnC AL PLUMBING CCCE 2003 RNAT W& P;: *1G CO{ C S A 43ARDS 2003 VT.R%ArC COOS. 2003 AITERNA ELECT RK Cx WC 5: -40 i1 SH TOK STATE BLACING c WC 51-42 NMS-+114STOK STATE MEChll dM CODE - - 5t-44 aG* G'OM STATE FIRE COOS AMC 51- 4€ rISHNCTON S 7 ATE PUANIP46 CODE "pc 5 t - 4 7 TON STATE P.:AIENNG STANCIAROS MC 5! -71 WSM ;TOP4 S 7ATE ENERGY COOS "MC 5T-I3 STATE VUO ATION AID NDOOR MR QUALITY COOS r _a . 1- z W W 0 z 'Q z W Id Q 0L W J W C7 N 00 0 O 44 La F-1 0 W Z1 J 1 J �! W 3 2 CL W ! 0 Z O� 4 OL i J; .. La a U r i~ Z U 4 M t() N M c0 0 N co Q tar Q • J / sheet J TA1.0 cd LO ., r u I cD N I0 c0 • - + - -.. .�.r ..w�.•• .�.-+ ..,.�,`,� ••• - �...+► ^'�.'r� _ .+� ' .r�.�,., - LAKESIDE a }op uoisine.1 O c •ou qor ZSl - SO JB drawn pa1aeya etop 1..+► ww� wft •..i - •w a.: • • INDEX OF DRAWINGS TA1.0 TA2.0 TA2.1 TA3.0 TA4.0 PROJECT TEAM TENANT: ARCHITECT: STRUCTURAL ENGINEER: WIERit coNTFACToR: OVERALL PLAN / COVER SHEET OVERALL TENANT SPACE / DEMO PLAN 1/8" FLOOR PLAN & REFLECTED CEILING PLAN & NOTES & DETAILS WALL SECTIONS & DETAILS INTERIOR ELEVATIONS & DETAILS PARAGON PACIFIC LANCE MUELLER & ASSOCIATES ) 30 LAKESIDE. SUITE 250 SEATTLE. WA 98122 (206) 325-2553 FAX. (206) 328 -0554 CONTACT: B08 FADCEN bfrddenOlmueder.com ENIC EERS NORTHWEST 6869 1NCXXAJMNN AVE NE SEA LE. WA 981 (206) 575- 7560 FAX (206) 522 -669P CCIN FACT: DALE KAEWINCK Ern& .corn SECE CONVICT: 9AAR SMUT Emit bbewneteseqokomperties.cern NORTH TYPE OF CONSTRUCTION: OCCUPANCY GROUPS: TENANT AREA: SCOPE OF WORK cones 1 W ON& CODES: JA. 3 thillSr4P470N SATE AYE NOW N' S OVERALL FLOOR PLAN 0 25 50 100 150 TENANT IMPROVEMENT STATISTICS CODE COMPLIANCF- - c TYPE V -8, SPRINKLERED 8 (OFFICE) S -2 (STORAGE) NEW OFFICE EXISTING RESTROOMS WHSE. /STORAGE TOTAL AREA r • IO THIS TENANT IMPROVEMENT WILL USE IBC SECTION 302.3.1 NONSPEPARATED USES TO ELIMINATE THE REQUIREMENT FOR SEPARATION OF USES. RECEIVED Orr OF nactgui 4,320 S.F. 390 S.F. 70,390 S.F. 75,100 S.F. THIS TENANT IMPROVEMENT IS IN AN EXISTING SHELL SPACE. THEY WILL OCCUPY A PORTION OF THE BUILDING. WE WILL BE REMOVING THE EXISTING OFFICE SPACE AND BUILDING A NEW OFFICE SPACE. THIS PERMIT IS FOR OFFICE IMPROVEMENTS AND WAREHOUSE OCCUPANCY. 2003 NITRNAIXINAL BE.:_DiNG COOS 2003 ip T E R!A r .ONfrJ . WE C` ANOC 1L COCE 2003 NTERkAnC AL PLUMBING CCCE 2003 RNAT W& P;: *1G CO{ C S A 43ARDS 2003 VT.R%ArC COOS. 2003 AITERNA ELECT RK Cx WC 5: -40 i1 SH TOK STATE BLACING c WC 51-42 NMS-+114STOK STATE MEChll dM CODE - - 5t-44 aG* G'OM STATE FIRE COOS AMC 51- 4€ rISHNCTON S 7 ATE PUANIP46 CODE "pc 5 t - 4 7 TON STATE P.:AIENNG STANCIAROS MC 5! -71 WSM ;TOP4 S 7ATE ENERGY COOS "MC 5T-I3 STATE VUO ATION AID NDOOR MR QUALITY COOS r _a . 1- z W W 0 z 'Q z W Id Q 0L W J W C7 N 00 0 O 44 La F-1 0 W Z1 J 1 J �! W 3 2 CL W ! 0 Z O� 4 OL i J; .. La a U r i~ Z U 4 M t() N M c0 0 N co Q tar Q • J / sheet J TA1.0 cd LO ., r u I cD N I0 c0 • - + - -.. .�.r ..w�.•• .�.-+ ..,.�,`,� ••• - �...+► ^'�.'r� _ .+� ' .r�.�,., - LAKESIDE • • • • • • • R.R. spin( ouncmco _.SIOEWAUV . ... :•. .... . 1.1111I• SPRINKLER VALVES I � i t Ana R T.- , Water.•line - ease Tien{ n favor -of• King Count'' as recorded•under Auditor's File .No. 780302 P.S.P. & L VAULT • 10" C.1• WATER . ,'r - •: • . •: y ..:.:.: . Vt • V. •eFIstt' & o .: 70. . UNDERGROUND POWER • . ... t .. - ,... 10" c.1. WATER Aua FILE NO. 770708007/ AllAll NAIL • RANStT NAIL 30' • CB J cee V • • • a1.. • 1 •- •.r. • . WATER VALVES 1 COVER 6 R ' 50.00 L *76.20 WATER VALVES ATER METERS 0 .•• .•. . - r •••••••••• co • cr W • -WATER PIPE \\\\\\\VM N 20 46 05 E 116.00 • • KAM ET MAIL IM SIDEWALK IMAMS •••• - • ••••••••••••••• •••• - • •mow.._ • . ELECTRIC METER S 69°13 56 E 20.00 • 1 TOGETHER WITH a non exclusive easement for ingress, egress, and utilities NO' � � ties • purposes, 60 feet in width, having 30 feet on each side of the following - :described centerline: .BEGINNING at a monument at the Northeast corner of_ the Southwest Quarter of • the Northeast Quarter of Section a5, Township 23 North, Range 4 East, W.M. , . :in Ring County, Washington; thence South 07'44'56' West, 470.00 feet; thence :North 87.50'09' West, 628.86 feet; thence South 14 West, 138.49 feet i to a point of curve; thence along a Curve to the left having a 'radius of 129.89 feet, through a central angle of 6 39', an arc distance of 133.98 - 'feet; thence South C7 C8 Wait, 206.95 feet to a point of curve; thence =along a curve to the right having a radius of 1, 134.55 feet through a central angle of 13•C6' 17 ", .arm are distance of 259.50 feet; thence South 20'47'25" West, 868.17 feet; thence South 66•31 East, 347.30 feet to the terminus :of this easement centerline. PCEPT . that portion thereof lying within South . 19Gth Street. • - • SUBJECT, HOWEVER, to the :ighr of Owner and Owner's successors in title, to } relocate said easement within! Segale Business Part cn the following ter=s and conditions: • • (lj .Any such relocation shad perpetuate similar rights of ingress, egress and utilities to a public rv�d; - - . • - - shall be similar to that of the initial easement; (2) The width o f said relocated casement and the physical sur f ac i nq ' t f r • • • • . — r. • • Q N 20° 47'25 ; - 2� E ~ - ~ _ -- SEGALE� PARK DRIVE"B • `• -- ._ _. • • \ IRE C ROL VALVES • ••••••••••••• • N O.4 0 cF R • • DS P ROPANE T ANK R.R. SPUR TRACK d". ~ -tea ca 11 • CB. N CH 11 ENO PAVEMENT EXISTING WAREHOUSE 1AIAREHOUSE�� "` "����� BLDG. NO. �cr, R.R. SPUR TRACK • NORTHWESTERLY. BLDG. LINE CONCRETE OFFICE - WAREHOUSE • WATER VALVE - WATER METER 48 w OS - DS f (LEGAL DESCRIPTICN CONT • . - (3) 'The - route of said relocated easement shall afford reasonably direct • access to a_public road; - - - (4) The legal rights of Mortgagee and Mortgagee's successors - hereunder; in • :and to route of said relocated easement shall be substantially the same as - with respect to-the route of the initial easement; • . -_ _ . (3) - Said relocated easement shall be appropriately documented by a supple- rent to this Assignment containing a revised legal description ,and shall . . • - - be insured at the expense of Owner by a title insurance company on the same`. basis as the original relocatable easement. - - I . : (6) The expenses of such relocation, including the construction and cur= .; facing thereof, shall be the sole responsibility of Owner or Owner's successors in title; - PROVIDED, HOWEVER, that no such relocation 'shall be permitted if; in the opinion of independent real estate appraiser (N.A.I.), as selected by the - . eortgagee, the fair market Vralue- of the secured property as of the date of relocation of said easement would be reduced by reason of such reloco - tion below the fair market value of the secured property an of the date of execution of this Assignment, as determined by the Mortgagee prior to the . execution date hereof. The expenses of such appraiser stall be paid by the - - - • der or oionees in title. • • • • • 1\\MI • • C • '} 1 • • • • • • • • • • ;s: !! D R_R..LEAD TRACK EASEMENT SOUTHEASTERLY • BLDG. LINE HYDRANT AND VALVE \k\MMZS7MU 7%‘\‘‘M • .- - • •• •••• •a- •ea..._ - -.. • Ma -- - a_.. ••• _ - • ..+- - - ••••• a. -- --r. - - •■•••• • ...A. mow -- _ -- - • M • S P 71\\\ co /3"- LVE • SAN. SEW. M.H. _. _._ ......._�._ ..�, ._... • • _ •• • � 8 6 8. i ,,, WATER ? E TER • • • • • • • • 0 j • • • • • 20' ESMT. IN FAVOR OF CHICAGO MILWAUKEE St PAUL AND PACIFIC R.R. 7410 PACIFIC R AND OR ON AN I WAMPUM TON A • M . TI • WATER \ALVE • • • • • • AI elan iiik ar the ,1 Aix) 3.02 -77 ,r- $7 • • • • • .ce DS • OM. •a._.•• i • • • • %\\ • • • PROPERTY • LINE • • • LEGEND • • • • • • • • - CATCH BASIN DOWN SPOUT . - STORM SEWER . G--= NATURAL GAS. WATER - - 6 FIRE HYDRANT : - SANITARY SEWER - - E --- ELECTRICAL - - OUTSIDE LIGHTING - CASED MONUMENT +9 - PROPERTY CORNER - • • • .a••• ..1: M• i• • O IRR CONTROL VALV • • • . .• • e - • ■ • - . �- • • ••W •• • IMMO • -•r aramorim. a ✓b• f1 •, fir v • • •••r — - — ••r ■••11111 • • ImliMemMiMallee IMMO • • • WATER VALVE WATER METER • • N 20° 46 05 e . 123.69 \ AS • • • • • • 1 • 4 8tinomr, nrcrc,70N 1 IRMF MMa‘11 ..1 -RECEIVED CM' OF TUKWILA BLDG. - NO. :733 . • • • URVEYORS represents a survey mode by me or under my direction this 21st dav t ACDRESS: 18206-1834-0 SEGALE PARK - CRiVE j • - Registered Lead Surveyor A.T.AL_SURVEy BUILDING NC/L.763 • 0111 A ••• _ . . • sHEET „/„. _ ..: • ••••■••• Z _ - e a . • • • • • • • • • • • • • • • PLASTIC CAP 1 / 2 ' INIONI PIPE CERTIFICATE . • • • • 'OF' 2 = • M • LEGAL DESCRIPTION: PARCEL NO. 1 WATER VALVE �l � �Ws LINE ESMT. IN • FavGk�OF KING .D. ! 75 IRE ' ONTROL \ VALVES \\\ o s \4\ /S 82036'E 10.77 . N07 4624 E-\\\ o 24.00 ' \\ S 82 ` \ \ 20.00 COVERED COVERED TELEPHONE LINE IRE YO 1eaLVg �' �. ` ...i % II RI��I '. , _ _ 11 ENO WATE R ESMT. FIRE HYO. 8 VALVE a& METER 117.5t ;..: - ASPHALT :••‘> A \\,\\S\-'"t.- 13°0 � . R = 47 74 7. \ \ ". L " 1083 3t ♦ \`; \\ \\ ,\ ... ���� • • - GAS HALM FIRE' STANDPpE i ... I . RR. SPUR TRACK st V \ DS \\ ‘N\ \\AAA OS That portion- of the Southwest Quarter of the Northeast Quarter and Government Lot 5 ALL in Section 35, Township 23 North, Range 4 East, N.M., in King County, Washington, described as follows: A =13° 0 f' 17" • R =1134.55 SAN.SEW.M.H. BEGINNING � 2 59.0 r GINNING at a monument at the Northeast corner of the said Southwest ^carter te. of the Nor east Quarter; thence South 0744' 55" west, 500.14 feet; thence North 8750'09" west, 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14' curve to the left whose center bears South 4822'43' East, having a radius of 409.255 feet, through a cent=ai angle of 2212'21" an arc distance of 158.61 feet; thence South 19'24'56' West, :01.32 feet to the Northwest corner of Parcel 731, as recorded under Kirc Conty Auditor's File No. 7512340188; thence con - _.. ui ng South :924' 56' Aest, 59.97 feet to a point of curve; thence along a 12' cur :•e to the :eft havin , a radius of 477.47 feet through a centra: agle of 1:40'00" an arc distance of 97.22 feet; thence South 074456" west, 2:33:2 feet to the Southwest corner of said Parcel. 731; thence continuing Sotz 07'44'56 48.23 feet to a point of curve; thence along a 12' curve to te riht ving a radius of 4 7 7.7 feet throuch a centra: angle of 130000" an a=c dis- tace of :.0 8.33 feet; thence South 2044' 56" west, 399.00 feet to `he 5crwest r co er of Parcel 733 as recorded uder King County Auditor's File ::o. ;:;030075; ece th continuin South 23'; ' 50' west, 5' . 11 7 fee + hwest corer of 4 � ' 4 9. t �o the 50 i arcei 7 52 as recorded uner Finc Cuty Auditor's F iie No. 76CSi6G0; 0 -ence North 6631' 27" west, 270.97 fet to a point of curve; thence along a ca to *he rigt having a radius cf 50.00 feet thro h a central angle of 97';5' 52" an arc dstance of 76.23 feet: thence North 2047' 25' East. 791.84 fet *_o a point --- co f curve; thence along a c rve to the ief t havinc a radius of i, L54. 5< `.•et through a central angle of :3' 17" an arc distance of 266.36 feet; thence North 0741' 08" Eat, 206.95 feet to a point of curve: thence a lotg a curve to the right having a rad i'i of 1, 099.89 feet throuch a centra . age of 3647' 39an arc distance of 130.43`ee+; thence North :4'28'4 7" East, 82.13 fet to a oit of curve; thence along a curve to ttie right ?aving a radius of 47.00 feet thre:gh. a cen tra i angle of 7741' 04 " an arc distance of 54.2 3 feet; tenc Soy th S7 50' 09' East. 356. :9 feet to the TINUE POINT OF BEGIIPG. i -. 1- . 1. t .: • : - . .. ..►.. • • + - It - • : y ' • . • - . - . .. _ • 1 • • . ••• .• . • w.. WATER VAL: WATER METER A = 13'0 6' 17 " R = 1164.55 .. 458 L = 266.35 \ EC IC ME ER • SEGALE PAK DRIVE - " B" - - -" GAS VALVE WATER .*LVE WATER METER • r. • .t.' 2..S. E.E _ TYPICAL GAS �,ERVICE %ts v .. ` . .1• ., t . . •• t - • - C8 CONCRETE OFFICE - WAREHOUSE RESERVING an easement for cormon access purposes, including r egress over the following described portion thereof: H �'' )R 9 • • BAG `QN � INE. ..0 OSURE • • • • •r i O NAIL WITH TA4 IN R R T![ 20 ESMT. IN FAvOR OF CHICAGO MILWAUKEE .ST. PAUL ANO PACIFIC RR., UNION PACIFIC R.R., AND OREGON ANO ',WASHINGTON R. AND NAVIGATION CO. AUD. FILE NO. 7707080078 o va RSM WaIG uwammi RESERVING an easement for side walk and utility purposes over the Northerly 15.00 feet, over the Westerly 15.00 feet and over the Southwesterly 15.00 feet thereof. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. RESERVING an easement for water line purposes 15 feet wide, having 7.5 feet on each side of the following described centerline: BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of the said Section 35; thence South 07'44'56" West, --500.14 feet; thence worth 87'50'09' west, 329.73 feet; thence South 07'13'41" We3t, 15.:A feet to the TRUE POINT OF BEGINNING; thence continuing South 07'13'41" Kest, 246.77 feet to the terminus. ingress and • - • • .. • 4 • 7 -. __ • ._ - BEGINNING at a monument at the NcrthsAs t - :orrer o! the Southwest Quarter of the Northeast Quarter of the_ said Section 35: thence South 07.44 West, 500.14 feet; thence North 87°50'09" west, 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14' curve to the left whose center bears South 48.22'43' East, having a radius of 409.256 feet, through a central angle of 19'54'41' an are distance of 142.22 feet; thence North 82'30'02" Nest, 66.82 feet; thence North 07'46'15° E&t, 117.51 feet; thence South 87'50'09' East, 124.74 feet to the TRUE POINT or aGI1Mi t . 111■. NNW ♦ r:Z • • , RESERVING an easement for railroad purposes, including, but not limited to maintrack, lead track and spur tracks, as well as for access and storage, over that portion thereof lying Southeasterly of the Southeasterly building line produced. WATER VALVE , • ► • P.S.P. 8 L VAULT WATER METER . • ' SPRINKLER %ALVES ,RAY SET NAIL • '\:\ GAS 1 • WATER LINE ESMT IN SAN. SEW. M. H1 N 07° 4I' 08` 206.95 1 • 434 \ \p 1 NORTHWESTERLY BLDG: L / NE 11 °4O' 00" R = 477.47 L = 97.22 . . .•.' •• 1r.• �^ _ ` • • \\\ • 537. 39 \ V2� !ROM PLASTIC wtTH The It -4 - ,' WATER PPE SPRINKLER VALVE A gEir �.:ir : :TRAUSF (See sheet 2 for continuation) R\ m CTRI `■ IRR. CONTROL VALVE WATER METER 9 HALVE R -R. LEAD TRACKS 6X3.6° 47' 3 9" R= 1129.89 L -13 3.98 IOL 05 rn rn Tempe coos um cost I SeetITCN _ ., TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a 160 feet wide strip of land surrounding and adjacent to the main building line, which is described as follows: . SITE ADDRESS: I : 18200 -18340 SEGALE. PARK . DRIVE B 1 OV0(2. I I" .-mss . _ • • SBPIMAS BUILDING 7'13 b 6 =06'47'39' N 140 r R= 1099.89 (L= 130.43 I RAM SIT N A I L ATTACHMENT #1 . t ti•■• .- • BEGINNING at a (monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of the said Section 35: thence South 07.44'56 West, 500.14 feet; thence North 87'50'09" West, 337.51 feet; thence South 07'46'15" :West, 117.51 feet to the TRUE POINT OF BEGINNING: thence continuing South 07'45'15" West, 537.39 feet; thence South 20'45'48" west, 949.89 feet; thence North 69'16'09" West, 209.96 feet; thence North 20'46'05" East, 116.00 feet; thence South 69 East, 20.00 feet; thence North 20'46'05" East, 637.87 - feet ; thence North 69'13'55" West, 20.00 feet; thence North 20'46'05" East, 123.69 feet; thence South 82'13'36" East, 10.77 feet; thence North 7.46'24" East, 24.00 feet; thence South 82 East, 20.00 feet; thence North 07 East, 434.74 feet; thence North 82 West, 20.00 feet; thence North _ : 07.46'24' East, 101.05 feet; thence South 82'30'02" East, 210.01 feet to the TRUE POINT OF BEGINNING. 1 • 0 - 22°12'21 R 409.26 L.- 158.61 8 RECEIVED ary OF TUKywP..A JAN TTY ,E CO it cww,flargn I , • i h IJ. .: } . • - SAN. s E W. M.N. I 1 WATER VALVES 77'41'04" R = 40.0 .L =54.23 RAY 11? NIL 1 1 . r 'fir Tuk'12 R1 W MU: IIIVISION A4R/r /NG - 320 sT ZCS -- • • - . • 6i31Uc'131. rr �� 1 J 20 X990 • . cTY up- 1 ..: :. . : : :: : R PiAI► iG DE;' 1 ; 1 M . 1 I. . G .1 1 • ' m Permit Not . . 1 1 nit istaw +otal - is subject l was NO .41111111111111 1 cads e't Nola 1 �! apposed Reid Copy..ark1 = 1 t " a ame: t• .3 ._ L rn l 1 r 1 7 i l • I hereby certify that this map correctly represents a survey mode by me or under my direction this 1st day of • 3O . SURVEYORS CERTIFICATE Registered Land Surveyor ry o / 'R" Tan 1 TP0JIL • N • -4 • -- •■•• 1■111. • - mi... : �..:_... � . WAT . .. -..:••••• • • FIRE HYDRANT SANITARY SEWER- OUTSIDE LIGHTING PROPERTir CORNER CASED- MONUMENT- • LEGEND , a lr e r s Tiolavls - • • ANDOVER PARK__ WEST . - CATCH BASIN _DOWN SPOUT. STORM ElboiER- •. NATURAL GAS'. S-7°441e_ 56 • • • BUILDING DIVISION - - 1p- INE 1/4, SECTION 35 \ SAID MONUMENT IS AT - THE CENTERLiNE OF S. 180TH ST., A PUBLIC 1 STREET. ATA ONO BuiLDING III.sihimine" • • s t • ET:1 : . . . ; - -'2'et ..!'.::.7 -,- 0 n y • LUUN FURRING SCALE: 3 = t' -0' EXISTING TENANT DEMISING WALL J Ca �ltrt� 11113 CNER V /2 rI& STOC1 FARAG 1 1 1 NORTH CONF. ROOM OFFICE (112) FLOOR PLAN R3C Cc. _NG NkSt:J►'■h 1 1 OPEN OFFICE 111 i- f 0 8 16 32 FINE■4 S -SP *GOV -ST. AE au tic SYSTEM PER R L CTED CUM +'uw 1 FE TA2.1 FOR /8" OFFICE PLAN t- 7/8 48 OPEN OFFICE (106) UG RXT TENT DETML HALL 105 LOBBY 101 TENT LIGr-iT FIXTURE _r OR INSULATION COVER PER LX. JESGN G216 SEE UL MANUAL FOR MATERIALS AWt; SPECr CATIONS ., J i ) f 0 (.1 0 0 I 2 X4 REaSSED quORESCEtiT LifC>tT FIT( PER REFLECTED CE i. NG P'LAP6 OPEN OFFICE (104) ROOM i' c 0 7- BREAK ROOM I Gil 1 1 EXISTING RAMP TO , i REMAIN t � 1 1 1/2 STEEL PP RAILING. P11.,` !! L D COh1C CURB 4 SCALE: i' = 1 -0' RAIUNG • RAMP (16 • i� ,A ; •� , i !-T --.� - — - .-J - -� c : , • EXISTING OFFICES TO REMAIN REMOVE EXISTING STAIRS 1 i 1 i 1 1 i i ; 4. :! 1 1 _1I..:!:c1: 1 IM 1 1 III 1 1 ; 1 b 1 1 LL- ___1 - . 1 ___ REMOVE EX :S" frG WALLS & DC ORS RECEIVED CI oF / REMOVE MST. T .A STEPS S aill3 2 3 Pcm.i CENTEn DEMO PLAN jaKi •- 0 4 e T6 EXISTING TENANT DEMISING WALL L - -- C9> • 1 M) O .1; EX 1S':NG *c_ S 7 RJOIMS T0 BE REMOVED EXISTING RESTROOM WALLS, CEILING & DOORS TO REMAIN / RagEIVED FOR 4 agN3 U2006 £� S'O' 1R ACT —c_ _—, -- i REMOVE EXISTING . wins & DOORS :. RE 1 OVE E IK.S N;; ST:r3E ;- h EVR"r • ` w 0 0 C 0 0 a) L 0 N C r o Sri 0 U m � U a go w U 2 1 u7 to N M tO 0 4 'W (111 4 H err I[1 4 0 a o al r : Sheet §TA2.0 0 N N 4 SYMBOL FIXTURE f IXTURE ' " ... EXISTING BUILDING SHELL WALL 2' X 4' FLUORESCENT 18 CELLS PARABOLIC LIGHT FIXTURE - 3 LAMPS L NEW WALL Pk.R FLOOR PLAN 2' X 4' FLUORESCENT 18 CELLS PARABOLIC LIGHT FIXTURE - 3 LAMPS W/ NITE LIGHT PP' PARTIAL HEIGHT WALL PER FLOOR PLAN 2' X 2' FLUORESCENT 18 CELLS PARABOLIC LIGHT FIXTURE - 2 LAMPS SOUND INSULATED WALL = I - METAL HALIDE WAREHOUSE FIXTURES. 250W INTERIOR ELEVATION SYMBOL , • (EXIT) CM ELEVATION NUMBER DIRECTIONAL LIGHTED EXIT SIGN [EXIT SHEET NUMBER �r--� C WALL MOUNTED EMERGENCY LIGHTING 0 + 12' -0" AFF ELEVATED WALLS (SHADED TRIANGLES) OFFICE [105) TENANT ROOM NAME & NUMBER WALL TYPE REFERENCE 0 DETAIL REFERENCE DOOR NUMBER FRAME TYPE RATING gig e ©M (MINUTES) HARDWARE GROUP FE SEMI - RECESSED FIRE EXTINGUISHER CABINET SYMBOL FIXTURE _LI_ 2' X 4' ACOUSTICAL LAY -IN CEILING PANELS WITH 1 )(5" HEAVY DUTY SUSPENDING GRID SYSTEM 2' X 4' FLUORESCENT 18 CELLS PARABOLIC LIGHT FIXTURE - 3 LAMPS L 2' X 4' FLUORESCENT 18 CELLS PARABOLIC LIGHT FIXTURE - 3 LAMPS W/ NITE LIGHT PP' 2' X 2' FLUORESCENT 18 CELLS PARABOLIC LIGHT FIXTURE - 2 LAMPS 0 LIGHTOLIER RECESSED COMPACT FLUORESCENT 0" DIA. WITH SPECULAR CLEAR REFLECTOR 26W - METAL HALIDE WAREHOUSE FIXTURES. 250W (EXIT] WM WALL MOUNTED EXIT SIGN 0 + 84" AFF (EXIT) CM CEILING MOUNTED LIGHTED EXIT SIGN DIRECTIONAL LIGHTED EXIT SIGN [EXIT �r--� C WALL MOUNTED EMERGENCY LIGHTING 0 + 12' -0" AFF FLOOR PLAN SYMBOLS CEILING PLAN SYMBOLS CEILING NOTES 1. ALL SWITCHES TO BE LOCATED AT +48" AFF TO CENTER OF SWITCH UNLESS NOTED OTHERWISE. MULTIPLE SWITCHES TO BE GANGED TOGETHER AND FINISHED W/ ONE COVER PLATE. 2. ALL COVER PLATES TO BE WHITE. 3. ELECTRICAL SUBCONTRACTOR TO PROVIDE EMERGENCY PATHWAY LIGHTING USING SELECTED LIGHT FIXTURES. 4. Au GYPSUM CEILINGS TO BE INSTALLED AT 1-8' -6' At F UNLESS NOTED OTHERWISE_ 5. &STALL ALL ACO.;STzCAL SUSPENDED CEiLtrGS 0 +5 -C" AFF UNLESS NOTED OTHERWISE. 6. CE`!ER ALL FIRE SPRINKLER r€A S rh CE 'LING TILE TVIC 7. 1 S I A`L RE ;E t RE SPR.•KLER , ELLS No CVO CE,L ;M S. 6 ALL 830145 ShAL- BE ?•?'3VJE D r' NG OCCJP•ev - SE%SOS PER SECTON ' S :3 >MA„-.4.•;:0h cza fL00R NOTES 1. kL Di11ENS NS ARE TO FiliSb ► ACE OF WA:_ UNLESS NOTES OTHERWISE 2. GE%iRAL CONTRAC7OR $k . BE RESP:ASEIL 0:OR WE RFMC *STAG caPo r.or s M t -v4 ; :� :1 r c. PCrc. ?A COW.r'C: P "P S;!4t' OF WORK_ 3 A.: EXTERIOR cOhm T E WALLS E. S SE 0VS,A,A7E0 ".kL r*:o r TO UNDERSIDE OF ROY X0( OR OOMPL Tr£i ME_O T CF CE 4 111 1 1/4.', M. E Ml a+ rR WAN SHOE OF ER OFFCE w .S F 1114POIR SORRIE A► P4C7 4K.i. n THE + A.40014 sI:snr DOOR TYPES • HW -1 HW -2 1 )i PR. BUTTS LEVER LATCHSET WALL STOP SILENCERS 1 }�t PR. BUTTS LEVER LOCKSET WALL STOP SILENCERS 6' 0" HARDWARE GROUPS c PR. 3' -0" X 7'_0" STOREFRONT DOOR 3 ._ 0 " X 7-0 ,. FLUSH WOOD DOOR W/ WOOD FRAME HW -3 1 1/2 PR. BUTTS PUSH /PULL CLOSER WALL STOP SILENCERS NW - 4 1 1 /2 PR. BUTTS LEVER LOCKSET CLOSER SILENCERS 1 1 /2" METAL HANDRAIL 5/8" G.W.9. Ok MEAL Si XS • 16" O C SCALE: 3' = t -0. 4 N . -- B HW -5 3 PR. BUTTS LEVERLOCK SET MANUAL FLUSH BOLTS CLOSER SILENCERS HW -6 EXIST. DOOR & HARDWARE TO REMAIN 3' -0" X 7' -0" FLUSH WOOD DOOR W/ TIMELY PREFINISHED METAL FRAME FJRE EXTINGUISHER CABINEI 5' -0" X 4' -0" W/ y4" TEMPERED GLASS W/ TIMELY PREFINISHED METAL FRAME I _ 4" CONC. ` WALK NEW EXTERIOR CONC. STAIR SEMI - RECESSED FIRE EXi*Gt sr ?R cAopci 0 V � \/) N w N 16' - 5" ROOM OFFICE Mina 0 0 NEC D D el MONO MinnF1 t7 OIEE D DD 27' - 10" OPEN OFFICE 11 6 . -0"H x 9' -0"W ® 3' -0" A.F.F. 7 -10i" 13'-0"1 EW OPENING TIP, .--- . . . ... ._..._.. 123 CLNG HT. io' -o' A.F.F. ZI *fa = = -t+ 1 1:::::] : - i I 1I m Leila Prim ISM era • 109 nun 18' - 1 I F • 115' 2" 17'- 1 1" Ira - _ - r EX. - ono EXISTING RESTROOM . OPEN OFFICE 9' -0" 9' -0" 4' -6" 1 NEW OPENING 3' -0" NEW OPENING 20' - 4" HALL NEW L.S. r ' t EXISTING 1 1 , RESTROOU Ira EX. Ana s. 3 _ _ _ I CLNG HT. • j 10' -0" A.F.F. 7.1 NORTH 101 LINO 102 8 a0 9 . -0 " LOBBY FLOOR PLAN 0 4 8 18 OPEN OFFICE 104 NEW CONC. STAIRS & RAILING CLNG HT. 0 10' - 0" A.F.F. 0 4 8 _ 1' -0" 12' -5 1 - J. ,:..... NEW L.S. T 6 16 12' -10" im D DD MCIOD =Inn0 10'- 5 -0" 24 24 1 EXISTING RAMP NOTE: DATUM 0' -q" = FINISH GRADE 0 E TRY TOTAL G CHANGE IS 44" i t 1 1 : 4; H arrIrmap Wi - REFLECTED CEILING PLAN P"' R-30 INSUL. OVER CEILING - ...11111... "we - ••■•■■■• • • mmr." 416 / SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN 3 5/8" X 25 GA. METAL STUDS 0 24" O.C. WITH 5/8" GWB EACH SIDE 31 SOUND BATT INSULATION SEE FLOOR PLAN FOR LOCATION 1/8" DIA. X 1 POWDER ACTUATED FASTENERS 0 24" O.C. EXIST. CONC. SLAB e • SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN EXIST. CONC. WALL PANEL 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUDS 0 24" O.C. R-21 BATT INSULATION W/ MIN. 6 MIL POLY VAPOR BARRIER — WARM SIDE 1/8" DIA. X 1 POWDER ACTUATED FASTENERS 0 24" O.C. CONC. FLOOR SLAB — TYP. EXT. CONC. WALL FURRED SCALE: 1/2" = 1 1 SCALE: 1/2" = ...... • • - • ..... • • • —2" VFY. SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN EXIST. CONC. WALL PANEL 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUDS 0 24" O.C. — VERIFY LOCATION W/ STRUCTURAL DRAWINGS R-21 BATT INSULATION W/ MIN. 6 MIL POLY VAPOR BARRIER — WARM SIDE 1/8" DIA. X 1 POWDER ACTUATED FASTENERS 0 24" O.C. CONC. FLOOR SLAB — TYP. EXT. CONC. WALL FURRED . ..... . • • ... • - • ........ • • - • - • • • • • - • st L = SEE STRUCTURAL DRAWINGS TO VERIFY TYPE & DIRECTION OF STRUCTURE SCALE: 1/2" = 1 . • .. • • • • // 14 SUSPENDED ACOUST. TILE CEILING W/ R-30 BATT INSULATION ABOVE EXIST. FLOOR SLAB OFFICE/WAREHOUSE WALL \/ 6" X 20 GA METAL STUD WALL 0 16" O.C. TO STRUCTURE ABOVE W/ 5/8" EACH SIDE AND R-19 BATT INSULATION EXT. WALL 0 ENTRY SCALE: 1/2" = 1 (2) NO. 1 2. WIRES EACH WAY(90 0 8 O.C. PER 'C90 REPORT # 407 S.,SP t ittG GRID 1 Ij a EDGE BEAD EXIST. CONC. PANEL SPANDREL GLASS VISION GLASS ..... • • • • .... • • • DEEP LEG 1OP TWO( PAW SLACK SCALE: 3 = TOP OF WALL BRACING R-30 BATT INSULATION ABOVE SUSPENDED ACOUSTICAL TILES SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN NEW STOREFRONT SYSTEM (fro Ii- 1/4 DIAL EYE 901.7 w/ hUT & *AS :AC: DE o TCP TRACK 1 /4" "sECPRENE SPACER 5'e Ole OP4 WE 51JCS RECENED CITY OF ANCIAIL.A OA 2 3 PERIWT CENTErs ^ • ... ....... ■•■••■•■ -rmimarromam... mimmelmor. • AIMMIMM.m+ _ a }op uoIsIneJ c 05 -152 job no. JB drawn BF checked elop ‘.,,,,,..%696 i s ,. — t ' V ° � — .P. IFIC R-30 INSUL. OVER CEILING - ...11111... "we - ••■•■■■• • • mmr." 416 / SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN 3 5/8" X 25 GA. METAL STUDS 0 24" O.C. WITH 5/8" GWB EACH SIDE 31 SOUND BATT INSULATION SEE FLOOR PLAN FOR LOCATION 1/8" DIA. X 1 POWDER ACTUATED FASTENERS 0 24" O.C. EXIST. CONC. SLAB e • SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN EXIST. CONC. WALL PANEL 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUDS 0 24" O.C. R-21 BATT INSULATION W/ MIN. 6 MIL POLY VAPOR BARRIER — WARM SIDE 1/8" DIA. X 1 POWDER ACTUATED FASTENERS 0 24" O.C. CONC. FLOOR SLAB — TYP. EXT. CONC. WALL FURRED SCALE: 1/2" = 1 1 SCALE: 1/2" = ...... • • - • ..... • • • —2" VFY. SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN EXIST. CONC. WALL PANEL 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUDS 0 24" O.C. — VERIFY LOCATION W/ STRUCTURAL DRAWINGS R-21 BATT INSULATION W/ MIN. 6 MIL POLY VAPOR BARRIER — WARM SIDE 1/8" DIA. X 1 POWDER ACTUATED FASTENERS 0 24" O.C. CONC. FLOOR SLAB — TYP. EXT. CONC. WALL FURRED . ..... . • • ... • - • ........ • • - • - • • • • • - • st L = SEE STRUCTURAL DRAWINGS TO VERIFY TYPE & DIRECTION OF STRUCTURE SCALE: 1/2" = 1 . • .. • • • • // 14 SUSPENDED ACOUST. TILE CEILING W/ R-30 BATT INSULATION ABOVE EXIST. FLOOR SLAB OFFICE/WAREHOUSE WALL \/ 6" X 20 GA METAL STUD WALL 0 16" O.C. TO STRUCTURE ABOVE W/ 5/8" EACH SIDE AND R-19 BATT INSULATION EXT. WALL 0 ENTRY SCALE: 1/2" = 1 (2) NO. 1 2. WIRES EACH WAY(90 0 8 O.C. PER 'C90 REPORT # 407 S.,SP t ittG GRID 1 Ij a EDGE BEAD EXIST. CONC. PANEL SPANDREL GLASS VISION GLASS ..... • • • • .... • • • DEEP LEG 1OP TWO( PAW SLACK SCALE: 3 = TOP OF WALL BRACING R-30 BATT INSULATION ABOVE SUSPENDED ACOUSTICAL TILES SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLAN NEW STOREFRONT SYSTEM (fro Ii- 1/4 DIAL EYE 901.7 w/ hUT & *AS :AC: DE o TCP TRACK 1 /4" "sECPRENE SPACER 5'e Ole OP4 WE 51JCS RECENED CITY OF ANCIAIL.A OA 2 3 PERIWT CENTErs ^ • ... ....... ■•■••■•■ -rmimarromam... mimmelmor. • AIMMIMM.m+ _ NOTES NOTE 1. - PAINTED GWB TYP. UN ESS NOTED 01 HERWISL NOTE 2. - 4" RUBBER BASE TYP. U.N.O. NOTE 3. - DISHWASHER BY TENANT NOTE 4. - GARBAGE DISPOSAL NOTE 5. - REFRIGERATOR BY TENANT NOTE 6. - 24" DEEP P. LAM. BASE CABINET W/ COUNTERTOP AND 4" P. LAM. BACKSPLASH NOTE 7. - 12" DEEP P. LAM. UPPER CABITE W/ TWO ADJUSTABLE SHELVES z cap 0 0 N SCALE: 1 0 I V P t TYP. CADINET SECTION N a 0 N R TYP. ADA CABINET SECTION 4 S.S. SINK W/ LEVER HANDLE FAUCET INSTALL HEAT SHIELING ON ALL EXPOSED PIES AND DRAIN PLASTIC LAMINTE BASE OPEN FOR H.C. ACCESS PLASTIC LAMINATE UPPER CABINET W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ POLYESTER OVERLAY 4" WIRE PULL TYP. - BRUSHED CROME 4" PLASTIC LAMINATE BACKSPLASH P AS-C LM*N BASE C1 tic. " L' • S 484. Sr ELF 41. BASE ALS 5ri C r f 3 0 i0 BREAK ROOM X102 SCALE: 1/4" = 1' -0" N+%. _ *-C PE tiE CE t I> G cilD WA;. a w N a a 0 IF - AN::ER Vi?t IS Du T OF P-.,MB GREATER THAN : 6 Ca TER SPLAY PER ASTM C636 SCALE: 3• = -G" BREAK ROOM #103 SCALE: 1 /4" = 1'-0" MAX_ 8' - Ilibh 4" 0 MIN ?` - ATTALI.f1 Skis CEIUNG EDGE DETAIL T Cr4T LOO' T HROUG,i iMAGE R 0-01 & THREE i Gr. T TES W 3" ( TOP =0 BOTTOM) PER ASTM C636 WAtt4 FEIN CR CROSS TEE CE M. GRID • 112 PE"RIUETE HANGER *RE ANC TO STRUCTURE A.sOVE 0 EACr, MAIN BEAM OR CROSS TEE STABioZER BAR SYSTEM 70 KEEP PERM t :E R COMPONENTS FROM SINE DAC APART 0 tiNA T ; ACnE. D WA41. S 0' CEIUNG EXPANSION JOINT SCALE: 3" = 1 0 NO SCALE r CROSS TEE MAIN CEILING PER ASTM C635 BEAM PER ASTM C635 CEILING INSTALLATION REQUIREMENTS • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFARURES REQUIREMNETS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SYSPENDEDED CEILING WIL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. CEILING SEISMIC BRACING WALL EDGE M Oi.D1NG UNA1TA WALL EDGE BRAcING SCALE: 1/c = 1 -0 MSS TEE PER *STU C6,15 STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL S : .:ZE R BAR SYSTEM TO KEEP PE R. MET E R COMPONENTS ► ROU A.c1.c T 0 UNATTAC!I D wk-L5 ONLY #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) la / rN rfi Pi NO ° 1 2°"1. crn OF TUKWILA al 3 ;rt.' Parr OWE"' mow mum OIC CIL H Z W W 0 O. Z Q W F -- J Q F-- W CI d j1 W Ci Q CL W J W N IDO • a Lii 0 = W tn 0 < J 0 V H 4 O :` , W ' sheet J . T A 4.0 1 atop uois!na1 O c •ou qof ZSt -SO uMDJ 8r _ BF checked atop 5o /zz /zt � LI:. -� - L...:. r . F.- { - \ an NOTES NOTE 1. - PAINTED GWB TYP. UN ESS NOTED 01 HERWISL NOTE 2. - 4" RUBBER BASE TYP. U.N.O. NOTE 3. - DISHWASHER BY TENANT NOTE 4. - GARBAGE DISPOSAL NOTE 5. - REFRIGERATOR BY TENANT NOTE 6. - 24" DEEP P. LAM. BASE CABINET W/ COUNTERTOP AND 4" P. LAM. BACKSPLASH NOTE 7. - 12" DEEP P. LAM. UPPER CABITE W/ TWO ADJUSTABLE SHELVES z cap 0 0 N SCALE: 1 0 I V P t TYP. CADINET SECTION N a 0 N R TYP. ADA CABINET SECTION 4 S.S. SINK W/ LEVER HANDLE FAUCET INSTALL HEAT SHIELING ON ALL EXPOSED PIES AND DRAIN PLASTIC LAMINTE BASE OPEN FOR H.C. ACCESS PLASTIC LAMINATE UPPER CABINET W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ POLYESTER OVERLAY 4" WIRE PULL TYP. - BRUSHED CROME 4" PLASTIC LAMINATE BACKSPLASH P AS-C LM*N BASE C1 tic. " L' • S 484. Sr ELF 41. BASE ALS 5ri C r f 3 0 i0 BREAK ROOM X102 SCALE: 1/4" = 1' -0" N+%. _ *-C PE tiE CE t I> G cilD WA;. a w N a a 0 IF - AN::ER Vi?t IS Du T OF P-.,MB GREATER THAN : 6 Ca TER SPLAY PER ASTM C636 SCALE: 3• = -G" BREAK ROOM #103 SCALE: 1 /4" = 1'-0" MAX_ 8' - Ilibh 4" 0 MIN ?` - ATTALI.f1 Skis CEIUNG EDGE DETAIL T Cr4T LOO' T HROUG,i iMAGE R 0-01 & THREE i Gr. T TES W 3" ( TOP =0 BOTTOM) PER ASTM C636 WAtt4 FEIN CR CROSS TEE CE M. GRID • 112 PE"RIUETE HANGER *RE ANC TO STRUCTURE A.sOVE 0 EACr, MAIN BEAM OR CROSS TEE STABioZER BAR SYSTEM 70 KEEP PERM t :E R COMPONENTS FROM SINE DAC APART 0 tiNA T ; ACnE. D WA41. S 0' CEIUNG EXPANSION JOINT SCALE: 3" = 1 0 NO SCALE r CROSS TEE MAIN CEILING PER ASTM C635 BEAM PER ASTM C635 CEILING INSTALLATION REQUIREMENTS • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFARURES REQUIREMNETS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SYSPENDEDED CEILING WIL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. CEILING SEISMIC BRACING WALL EDGE M Oi.D1NG UNA1TA WALL EDGE BRAcING SCALE: 1/c = 1 -0 MSS TEE PER *STU C6,15 STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL S : .:ZE R BAR SYSTEM TO KEEP PE R. MET E R COMPONENTS ► ROU A.c1.c T 0 UNATTAC!I D wk-L5 ONLY #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) la / rN rfi Pi NO ° 1 2°"1. crn OF TUKWILA al 3 ;rt.' Parr OWE"' mow mum OIC CIL H Z W W 0 O. Z Q W F -- J Q F-- W CI d j1 W Ci Q CL W J W N IDO • a Lii 0 = W tn 0 < J 0 V H 4 O :` , W ' sheet J . T A 4.0 DUCT INSULATION SCHEDULE DUCT LOCATION INSULATIClN R -VALUE NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES. R-7 NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R -5.3 SUPPLY AIR DUCTS WITHIN CONDITIONED SPACE WITH HVAC EQUIPMENT SUPPLY AIR TEMPERATURE <55 OR >105'F R -3.3 EQUIPMENT S SYMBOL MANUF. /MODEL CAPACITIES FAN /PUMP /COIL DATA ELECTRICAL DATA OSA (MIN) W ;T• REMAPKS / NOTES . COOLING f HEATING ' FAN ,_____, MOTOR WATER MCA V /PH TOTAL. MBH SENS. MBH EER / SEER FUEL TYPE INPUT (MBH) OUT (MBH) COP/ % EFF ' CFM ESP HP EWT LWT GPM PRESS DROP AC•I A/C UNIT w/GAS HEATING TRAM "PRECEDENT" '1'$C012A4 12 53b 102 (EER) G46 120 912 81% 2400 1/? 1 N/A N/A N/A -' N/A I1b 480/3 120 (30%) 825 uu/PROG T-STAT, 0 -100% ECONOMIZER, BAROMETRIC RELIEF DAMPER 4 DUCT MT'D SMOKE DETECTOR A/C UNIT w /GA5 NEAT�IG TRANE "PRECEDENT" '1'S�C0+6®A4 63.1 482 (SEER) GAS 80 63 81% 2000 1/?" 1 N/A WA N/A WA I6.0 480/3 600 (30%) 650 E ZER, , BAROMETRIC EoNOMIZER BAROMETRIC RELIEF DAMPER • DUCT MT'D SMOKE DETECTOR 03) MIND PLUMBING FIXTURE COLD WATER PIPE (CW) HOT WATER PIPE (WW) HOT WATER RECIRC PIPE (HILJC) SANITARY PIPE (SAN) VENT PIPE (v) PIPE UP. -�-. PIPE DOLLN PIPE TEE UP PIPE TEE DOWN —I— PIPE FLANGE UNION --IN-- FLEX CONNECTION (PIPE) --+- STRAINER 4 AIR VENT R PRESSURE GUAGE THERMCMETER MECHANICAL LEGEND 78-- STORM PIPE (S) —*NIL RAIN LEADER (RL) 11 _ It0Cf DRAIN (RD) A OD OVERFLOW DRAIN (01D) -- GAS PIPE (G) �bTM- STEAM PIPE (M) - - CONDENSATE RTN. PIPE (COND) - HOSE BIBB/WALL HYDRANT --'�- BALL VALVE - 04- GATE VALE _ -4411 GATE VALVE w /CAP - BALANCING VALVE ED - -- GAG COCK/VALVE m] - 70110 -- GLOBE VALVE ' - ANGLE GLOBE VALVE ED 741,-- 3-WAY MOTORIZED vALVE @] -414-- CONTROL VALVE 417 - CHECK VALVE PRESSURE RELIEF VALVE .-• PRESSURE REDUCING VALVE --&- -. PRESSURE REDUCING STATION -4E-- BACKFLCw PREY. STATION PIPE CAP •320 -II PIPE BREAK Ming MAI RECTANGULAR C,UCT SIZE Q'+ ROUND/SP RRAL DUCT SIZE Mkt+ OVAL DUCT SIZE u CEILING DIPPUSER • SGXJARE CEILING DIFFUSER • ROUND L INEAR/SLOT DIFFUSER 1-10 RETURN AIR/EXHAUST GRILLE ® 'LEATHER LOUVEIRNIALL GRILLE ♦'-.- SUPPLY AIR ARROW RETURN AIR/EXHAUST ARROW m THERMOSTAT/SENSOR a SPIN-IN •AVLUME DAMPER NM FLEX DUCT ( +) DUCT, RECT (0) 1 ROUND (0) SOU DL INED DUCT/DUCTeORD SUPPLY AIR DUCT DOM SUPPLY AIR DUCT UP RET/EXH DUCT DOWN (•) RET/EXH DUCT UP (*) ROUND/SPIRAL DUCT DOWN (+) ROUND/SPIRAL DUCT UP ( +) vlr- RECT DUCT BREAK ROUND/SPIRAL DUCT DREAD j REV' ELBOW ./" A4 VANES RADIUS ELBOW (0 1 4) TRANSITION • WAG EQUIPMENT NUMBER/ PLUMBING Ftxiui E DESIGNATION 6QUARE•RO ND TRANSITION FLEX CONNECTOR • EC2PT. FIRE DAMPER SMOKE DAMPER VOLUME DAMPER (VD) VOL. DMPIR../REMOTE OPER MOTORIZED DAMPER HYDRONIC WATER SUPPLY WYDIRONIG WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN NOTE: REQUIREMENTS APPLY TO BOTH SUPPLY AND RETURN DUCTS, WHETHER HEATED OR MECHANICALLY COOLED. MECHANICALLY COOLED DUCTS REQUIRING INSULATION SHALL HAVE A VAPOR RETARDER, WITH A PERM RATING NOT GREATER THAN 0.5 AND ALL JOINTS SEALED. 1. WITH APPROVED WEATHERPROOF BARRIER. INSULATION TYPES: MINIMUM DENSITIES AND OUT OF PACKAGE THICKNESS. NOMINAL R- VALUES ARE FOR THE INSULATION AS INSTALLED AND DO NOT INCLUDE AIR FILM RESISTANCE. INSTALLED: R -3.3 1.0 INCH 1.5 TO 3 LB /CU.FT. DUCT LINER, MINERAL OR GLASS FIBER BLANKET OR EQUIVALENT TO PROVIDE AND INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R -3.3 R--5.3 2.0 INCH 0.75 LB /CU.FT. MINERAL OR GLASS FIBER BLANKET, 1.5 INCH 1.5 TO 3 LB /CU.FT. DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 1.5 INCH 3 TO 7 LB /CU.FT. MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R -5.3 R - 3 INCH 0.75 LB /CU.FT. MINERAL OR GLASS FIBER BLANKET, 2 -INCH 1.5 TO 3 LB /CU.FT. DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 2 -INCH 3 TO 7 LB /.CU.FT. THERMAL RESISTANCE OF AT LEAST R-7. FLEX DUCT, SIZE PER PLANS, MAX LENGTH CAF 5' VOLUME DAMPER }� REnxa4 AIR GRILLE SIZE PER PLANS RAG DETAIL NT$. EXHAUST AIR DUCT SIGN SWEET METAL CM SIZED TO MATCH RAG. PAINT INTERIOR FLAT BLACK CEILING E/E ETA IL N.T.S. SWEET METAL. CAN SIZED TO MATCH EG/EG*I. PANT INTERIOR FLAT BLACK CELNG eWwat AIR taLLE SIZE PER PLANS • 8 " x8 "CD j I 200 CFM 8" " CD 200 OM so■► - W M 111 la" 14" EGTRYa DUCT 1 I TRANSFER GRILLE AseemeLy (2) 24" x 12" GRILLES WO", INTERCONN 1 MigtEMIHNIlnlll' 1 E 18 "x8 "GP le 200 C R1 8'x8' t 200 CFM WIN MUM MUM ftft ftft ftft MM MUM dIMM 1 • IV* a ' x12'CO 300 CFM TRANSFER GRILLE AASEt'ELY (2) 24" x 12' GRILLES ./12'• NTERCCNNECTIM DUCT MOM 8' x8 "CD 1 200 CFM 20"+ 12'x12'CD j3�cF Scab: vr • f -o' • • 24" x 24" RAG 24' x 24" RAG 12 " x 12'CD 300 CFM Office Floor HVAC Plan 2)0 b'• ct 0 6 "COH ICC CFM l ► 8l10/70 4 RA DUCT UP TO CN ROOF PROVIDE MTV SMOKE DETECTOR (vEleFT LOCATION •/STtE1CT ENG) /42M,- COORDINATE LOCATION CF ALL GRD'S FIRE SPRINKLER WEADS 1 OMER 12"x(2 " CD 300 C1 77.8 i 1 12 '+ INNN11�� 164 $ B.+ I ►_� /R�� 1 1 e � r .1--+ 0 ' x12 "CD 1 300 MI Bey Plan RTt 24" x 24" RAG IIV164 DUCT x■• 8'x Ism CFM . /18118 SA 1 20/2'0 RA DUCT UP TO 'NIT ON ROCF PROVIDE ./DUCT MVO SMOKE DETECTOR (VERIFY LOCATION w /STRUCT ea) - - --- ---- - - --- --- -- i• - - - -- -- ;___-- -- I - Z: MQQIO SF cn OF A AN 23:Ln6 POUT CEFITEty _ _ - �_ - - _ , :Y — . -- 0m • CI 2 Z 0 2i O 0 O 0 z co m e a) to d It: m it d m V .4 I D poi _ to gi • c Pit!' 4e4 Z w x c� rxm: W -4“4 40( 0 � lc • 0 . 0 co o E c Z3 � a) 3 .13 411 < of • 4° 12 c O m • E V 1 0 • '•" ste > ° a es • ENE c � a ~ C � a ` O c c w li F- m Am - w is 0 GS _ I= 212 tap. —.. 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