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HomeMy WebLinkAboutPermit D08-098 - WESTFIELD SOUTHCENTER MALL - RED MANGO - KIOSKRED MANGO 2600 SOUThCENTER MALL FC -16 D08 -098 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -098 Occupant /Tenant: RED MANGO Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -16 Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RESTAURANT Occupancy Group /Division: A3 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 1 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: RED MANGO Address: 2600 SOUTHCENTER MALL FC -16 , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AVE N SUITE 210 , SEATTLE WA 98109 Phone: 206 - 713 -4076 Contractor: Name: MARKET CONTRACTORS LTD Address: 10250 NE MARX ST , PORTLAND OR 97220 Phone: 503 255 -0977 Contractor License No: MARKEL *213JR DESCRIPTION OF WORK: IVEW KIOSK IN FOOD COURT OF MALL SERVING YOGURT Value of Construction: Type of Fire Protection: Type of Construction: $160,000.00 II -B Citygf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 098 Issue Date: 05/16/2008 Permit Expires On: 11/12/2008 Expiration Date: 09/10/2008 Fees Collected: $3,172.80 International Building Code Edition: 2006 Occupancy per IBC: 0008 coc: IBC -10/06 D08 -098 Printed: 05 -16 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City oftukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: 3ASO4 doc: IBC -10/06 Permit Number: D08 -098 Issue Date: 05/16/2008 Permit Expires On: 11/12/2008 PLW Date: s I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: S —/6 0? 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. D08 - 098 Printed: 05-16 -2008 • City of Tukwila Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: RED MANGO 1 ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: D08 -098 Status: ISSUED Applied Date: 02/21/2008 Issue Date: 05/16/2008 2 No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3 All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4 All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5 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. 6 All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 7 Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 8 There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9 Manufacturers installation instructions shall be available on the job site at the time of inspection. 1): A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D08 -098 Printed: 05 -16 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • :.5: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: : 6: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot he completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the Lazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge rocedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (FC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 29: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and doc: Cond -10/06 D08 -098 Printed: 05-16 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: 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) 33: Art electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth ir. Table No. 803.5 of the International Building Code. 35: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -098 Printed: 05-16 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: coc: Cond -10/06 Af/ --.0-‘1 2 Pr Print Name: J0 o) a D <tF- Date: s - /6 `CR D08 -098 Printed: 05 -16 -2008 SITE LOCATION Site Address: Tenant Name: Company Name: Mailing Address: Contact Person: CITY OF TUKWILA"' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 000 Property Owners Name: Mailing Address: ARCHITECT OF I 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* * 5OU ��PM�c1/ w\a,tAnn r CONTACT PERSON - wh ' n y our permit is ri e contact Name: L '/ , gyp Da j Telephone: C Mailing Address: W $i. - c" 1 0 (5 ea { Ci Stat E -Mail Address: kSm & 5 t ( hi GD or Fax Number: 4a GENERAL CONTRACTOR INN RMAT'ION (Contractor Information for Mechanical (pg 4) for Plumbnsg and Ga Company Name: Tc p,-r2 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: All must b e we, tl� 6/441 (-o 14/ l WIsf ikt ev i/ clevu E -Mail Address: i d /4Ac 14 e 544111/to • Or9 ENGINEER OF.REC Contact Person: Sr l .2-4z evvbv Company Name: Mailing Address: E -Mail Address: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh r mped by Building Perm echanical Permit No Plumbi gl. eras Permit No. Public Works P.ermit.No ce use only) King Co Assessor's Tax No.: (e 3U 'ld-O a) I O Suite Number: ff./ ( 4;9 Floor: ' 1VC,Q New Tenant: 56.... Yes El ..No mped b g (pg ity (0 Stat City Day Telephone: Fax Number: State W4 71/0 700 Zip Architec of , Recor d ; '(Jrk -co State o ( ear /c Zip ity Day Telephone: �rJ 11 40 1 f Fax Number: 016D City " ` / � � ,� State Zip 1 'f/ Day Telephone: ° le& Fax Number: O2 1 1 — Page 1 of 6 BUILDING PERMIT IlNFORI TION;- 206 -431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed info atio Aid IL Number of Parking Stalls Provided: Standard: Will there be a change in use? Q:\Applications\Fonns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ Will there be new rack storage? ❑.... Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Floor Floors th Basement Acces 13 Struc A U d Gar Detached age Attached C ac l Da sd i Covered k' Uncovered D Addition to Existing Structure Type of truction.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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm JSL 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 x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 ATION — 206- 433 -0179 PUBLIC WORKS PERMIT IN Sewer District Tukwila ❑...Sewer Use Certificate Scope of Work (please provide detailed information): We 6 j-et Ce,14 6e1(0 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 6...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Ri -of -wa 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 ❑ ...Fronta Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size.. ❑ ...Water Only Meter Size ❑ ... Sewer Main Extension Public ❑ ...Water Main Extension Public ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided ❑• ❑• ❑• ❑• Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private Private ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size (vi ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace 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 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INF MATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: b4 Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Sco.e of Work (please provide detailed information): Use: Residential: New .... E Replacement .... U Commercial: New .... Replacement .... Fuel Type: Electric Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Gas.... Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain - Sinks ,/, Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent ( Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping t Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING RMIT INFORMATION - 206 -431 ;70 ' PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: 7' //7 i Contact Person: E -Mail Address: Contractor Registration Number: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ f Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): t (A! - 17it 1 (c ()V ' ( I 51(A k 3 k Wa`n1/•Piv C Ot �lP�t� CL�U �- (o ca i� G 1 ._ 4 v c?,tA —(iv *AI( e( FINK Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): / Utility Purveyor: Water: 77/W( l Sewer: ((J kA/V( c 1 Page 5 of 6 PERMIT APPLICATION N01 -- Applicable to all permits in this Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN EIR OR AUTHORIZED AGENT: Signature: cation Date: Print Name: �-1 V a VVt LI �p g Day Telephone: �// Mailing Address: 1 Vv/ itc , Ave cv/ �- X10 ` 9 / �/�, l , � �O ! P Date Application Expires: iF3-)-I -0 9 Date Application Accepted: Q 8 Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: n I Page 6 of 6 April 10, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Red Mango, 2600 Southcenter Mall FC -16, Tukwila Permit No. D08- 098 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. c.0 7 c 4 Title: P% re.G - i ga Temir &)t 7 kdfo 1 Tenant Name: Re4 Manzr This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenant • 0 RECEIVED CITY OF TUKWILA APR 10 2008 ;... . „ENTER Receipt No.: R08 -01680 I utials: WER User ID: 1655 Payee: MARKET CONTRACTORS ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -098 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/21/2008 Applicant: RED MANGO Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22166 2,066.50 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Payment Amount: $2,066.50 Payment Date: 05/16/2008 11:05 AM Balance: $0.00 1,702.00 360.00 4.50 Total: $2,066.50 2512 05/16 9710 TOTAL 2521.00 d Dc: Receiot -06 Printed: 05-16 -2008 Receipt No.: R08 -00493 Payee: SMITH CO ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -098 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/21/2008 Applicant: RED MANGO Issue Date: Initials: WER Payment Date: 02/21/2008 01:49 PM User ID: 1655 Balance: $1,706.50 TRANSACTION LIST: Type Method Description Amount Payment Check 4025 1,106.30 Account Code Current Pmts 000/345.830 1,106.30 Total: $1,106.30 Payment Amount: $1,106.30 810 02/21 9710 TOTAL 1106.30 dnc: Receipt -06 Printed: 02 -21 -2008 Proj cC C AM k \ Type of Inspectio : !- t k1+A Address: 2(. O It\4Il 50. 1lp- Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 1- INSPECTION RECORD Retain a copy with permit ))0R-6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 0 Approved per applicable codes. Corrections required prior to approval. COMMENT rrt Awt S w� a P pa J4-4 C C ` f' (. 7 I.Joc ( r\ P P rz i) nspe •r: Date: — 1 -7 - v j 0 6 ' .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be • . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • COMMENTS: No 41(4,...9s art /t i<....,.1 Q. GIA p ,t4d l - tMSEl a.1 5Lp,.e&j Cr lit$,;. , ,S fly 6 Address: Oi- Special Instructions: Date Wanted: - 7 - d8 : Requester: Phone � ,3-"' 4 /. — 77 72_ Project, /4 e'/ /77AA,CC:) of Inspection: GLAziN6., ■ Address: Date Called: Special Instructions: Date Wanted: - 7 - d8 : Requester: Phone � ,3-"' 4 /. — 77 72_ 3 INSPECTION RECORD Retain a copy with permit �o8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ¢" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. ® Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ri $60.00 REIN CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: g i :•, S 1, ■ ∎ „'�Ly1c sf�FL' z H f E4 .i1 1. f 40� Type of Inspection: /-/,r,i to 5� 'i of,„6 t., IA <,sf iJ� i3 r F n 6- rvi.,_ r 01251a-el ,' .49:14 ta Date Called: Special Instructions: ` Date Wanted: /3 / ' r a. P. Requester: Phone No: 5 7V 774/,2 Project: n / Ke Type of Inspection: Address: ' ta Date Called: Special Instructions: ` Date Wanted: /3 / ' r a. P. Requester: Phone No: 5 7V 774/,2 a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dog -o9 $' PERMIT NO. 1L (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector Date: 3 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: '&1 P140+6-0 Type of Inspection: / <,hsfric{ e., Address: 2t0• MU Date Called: Special Instructions: Date Wanted: 5---23-4 /a. rr►: Requester: Phone No: 5 35 q 'i I INSPECTION RECORD Retain a copy with permit INSPECTION NO. 12.4- 09 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 ® Approved per applicable codes. Corrections required' prior to approval. COMMENTS: Ok nspector:, Date: 5` 2 3 ° 4 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Ari::,.�.,.%�3�rn �� •tras:as' • ' *` . , �A?s�.:t ... �� -'-�+ �rym�.n��: ,...�- a.:��,i ..d._...r..- ..•�:� COMMENTS: - Address: 0(000 S. S. Platt L- Suite #: _c _ 1t. Contact se- cok. k 1 Id Pre -Fire: /4) - Curie. I Ste it Occupancy Type: 45644141- ticr a a' O ? pd'ar1;-\ CeS -34b %") C.e=4:51. , Project: iNti Q• ion: Type of Inspect - /Se - re c,,,AL el Address: 0(000 S. S. Platt L- Suite #: _c _ 1t. Contact Special Instructions: Phone No.: - qS9 J '77 Ift 9-- Needs Shift Inspection: `r Sprinklers: P Fire Alarm: A) _ Hood & Duct: 0 Monitor: Id Pre -Fire: /4) Permits: Occupancy Type: Y. Ws' r-• w: �t�'.+- Jew�f4. !€�!K +:�.�?+..:cc� �vSi".:cft`,f!STYC- �.s:�1.ii: :.:x. -, .a `�:s«K*.n,`�.�. t.,. or++ 1 u�+ r.-.. e:_.. ,, f: >:i.�.+,<`s>.+rf t .::. INSPECTION NUMBER - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS A CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 ., 206- 575 -4407 n Corrections required prior to approval. 3-/q 'Date: '7 f * ' • . Hrs.. 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 I • I s : ith co February 28, 2008 Allen Johannessen City of Tukwila Building Department Tukwila, WA RE: CORRECTION LECTTER # Development Application Number D08 -098 Red Mango - 2600 Southcenter Mall, Suite FC -16 Dear Allen, Below is the responses to your correction letter dated February 26, 2008. I. Please provide the manufactures spec sheets that identify the material composition for the Bamboo -poly- veneer show at the front of the store. Material shall identify flame spread and smoke development test ratings to show compliance with the code for Interior Finishes. (2006 IBC Chapter 8, 402.15.1 & Section 2605) a. The attached documentation is attached for your review for flame spread requirements. 2. Please provide details for the illuminated alcove for signage (sheet A4.01). a. See attached revised Sheet A4.0I for section at illuminated glass alcove. If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal p 1r,. PIS• r ., ` CORRECTION! 'WO-098 ALE COPY Architecture I Design I Planning I Retail ..�. WED FOR CODE. :.OMPLIANCE AP!J ROVE MO. 2[Ieb C Of Tukwila BUILDING DIVISION 1725 w e s t l a k e avenue north suite 2 1 0 seattle, Washington 98109 206.838.5485 p 206.464.0700 f RECEIVED MAR 0 7 2008 PERMIT CENTER ETL S E M KO ETL SEMKO Inter►ek Testing Services NA, Inc, Itd)li tih;r,ly lulls Itt h Flnu n� Inrl, TX ' !S (\ui“c) 210Oti 8100 (t;ix) 2 10411iSIM w\ % into ctIcinko .cotn ASTM E84.04 SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS Rt ,rt N►,. 108 12» "1'lyboo" 1 August 2, 2005 I'rigpnrtd fur: Smith & Fong 375 Oyster Point Blvd, tt i S. Sit ti Fr ncisco, CA 94080 111`4 )1•fl .'. . H'1! I _`q' ' nliri & Ft it! 1 1st til,t•cimt•n: "1'iyboo" 1 rt,t standard: ASTM E84-04 Tit I )ate•. I t■I S111111rt4t': TI•st I.UStIIt : August 01, 2005 Smith & Fong I .A11I SPRiIAI INI 25 SMOKF I)EV'I I.&1Pl:1) 1NI'i•X It 5 I Ius rt'l >..rr a p.1 tile el, hn:re use of II'll tek (:hrnt anti n I'rinvded putnt t'u r" the .t enit•nt' eerl Irsr rn'k unr tts ( I riferl.'k t � s(N!I t S i I ' ! 1 ( 1 ' • . off.' ilu hairy u4' i t t l t l t d 1 ; , the t T flS u114I t'; 11.iitiilrls v1 rile d1�n4Ynit'nI. Itltertcl, tt151t■■■.'% 4111 Iltthdit) ft') url} (411)1, .'tile, 01,111 to (hi ()14111 !n tl..arll.tn 11101 tilt' a hn tIH 605s, t•.\penst or dau111ge ucuuiclnrd 1r the ttzt' of tills apart. t )1114 ch.; (�h nt �+ 4 lth.'ri,;l r•, . .' I �, nr distribute this n'puit 411141 then nnh 111 Its <nnic'tl. :A111 use Of the Vatorek mute at ,me ut in, marks ha the s,sle nl a di t't'os "It'nt u4 the !cited tusut'rtat, prtulutt •,r se,t( ". rn"st 11141 t'i 4ippt4tr nt ttrtrI'I fry l teit4'k. 711( nbsens bolo ansl t.•st results nl tlll> 4.11;44 ore relrlant out:, to tilt suinplr tested lli' rr(•mr I.1 ttsri( dots tint uuph, that the nuuetrtll, 0,01(cl, nl 4..11 1, I -s of hJS <'1 el krill i t ) i ; l . . ' 1 .t11 Inf.: rtek s.lc ilk tl.ni I'r.:41u111 Fri(' (i. I tut IIitl <4stt Isrltjrrr �i•ul.l�rcr IZc ioAcd .11nI .t{4(/r1Ac.l t . <\ntlt.lfo I I(1•. t \i,ltl,IL'cl ABSTRACT I'ntsi 2 of I AIWI1 2. 2t'tt'i Atli wt 2. 2005 \tI;;t)sI 2. 2005 Smith & kmit I lNii .OIXJC11ON in place. 1 its test ntetlux1 is also ANSi 2,5 NITA 255 UM' 8.1 (42-I) 1'1 72i puhlishcd under the following designations: August 2, 2005 !his report describes the results of the AS TM M F84-04 Standard Test Method for SUItUACF. KJRN IN( i ( ; I IARA. I IRIS I I( t ) 1 . l i t _III DIN( MAI I RIAI.S , a method for determining the comb ;irative surface hurting behavior of building materials. This test is applicable to exposed suri es, sue: h as ceilings or walls, provided that the material or ascmhly c ►f utatcrials, by its own structural cfualtry or the manner in which it is tested and intended tc►r use, is capable of supporting itself in position or being supported during the test period. l he purpose of the method is to determine the relative burning behavior of the material by observing the flame spread along, the specimen. Flame spread and .smoke density developed arc reported, however, there is not n(cc.sarily a relationship ht.twecit these two measurements. "I he use of supporting materials On the undersiele of the test specimen m,ty lower the flame spread index from that which might he obtained if the specimen could be tested without such support. This method may not he appropriate f►r obtaining comparative surface burning behavior of some cellular plastic tn 'Testing of nratenials that melt, drip, or deliminate to such a decree that the continuity of the flame front is destroyed, results in low flame spread indices that do not relate directly to indices obtained by testing materials that remain This standard should he used to measure and describe the properties of materials, products, or assemblies in response to heat and flame under controlled laboratory conditions and should not be used to describe or appraise the fire hazard or fire risk of materials, products, or assemblies tender actual fire conditions. However, results of this test may be used as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard of a particular end use. Smith & Funs II PURPOSE 'The AS! M la444)4 (25 foot tunnel) tt method is intended - to compare the surface il.une spread and :smoke developed measuteittt' tits to those obtained from tests of itliner:II fiber cement board and select grade red flak fit ng. 1 h test specimen Nut (18 inches wide and 24 fret long) 'k t xpt,;t•ii to a tiatnine tin exposure during the 10 (minute test duration, while tiatne spread mn.t'r ft' 'Urt:itt. and dt`il ^sit of the resulting smile are measured and recorded, hest results arc presented as the computed tnu►p;iristtn,s to the st ;intl;lrtl calibration in iterials. I he furnace is considered under t'alibratiun when a 10 minute test of red oak decking will piss flame out the end of the tunnel in lice t Q secants, plus or minus 15 ,seconds. Mineral fiber cement board forms the zero point for both flame spread. and smoke developed indexes, while the red oak flooring smoke developed index i:. Ser ik 100. III 1)FSCRIN'i"I()N OF TEST SPECIMEN Specimen l tatioti: "Iilylx,ti" I l late Received: 7/27/2005 flair Prepared: 7/27/2005 'tmuditi (71 & 50% RA L): 5 dw,s Specimen Width (iii): 24 Specimen i.etlgth (ft) 24 Specimen Thickness: 0.75 Material Weight: N/ will 'pu.tintn Weight: 121. Atlhcsite or mating application r ;rte (2) co is (u► 100 ,+ti Mounting Methcxh t he syecilitcn t.tI. '. &It ilplinrtilla .Ind 4t":N p1 ;it Augiist 2. 2005 inner ledges of the tunnel, Specimen i)escriptioni The lest specimen was described by the client as the " "l'ttnboo Plywood '1'reatetl With Two ( :eras Of Flame Stop • it )S At A Rate Of 100 Square let Per Galin(( Per ( :oat Allowing Onc I lour Dry Time Between I. :oats." 'I he specimen em ►nsiste l of (3) 8 -ft long' x 24-in. wide x 0.7585 -in. thick, Ii;ntlhno plywood paneis, tunnia ►al 1/4 -in, thick, treated with Fire Stop IDS Fire Retardant. 1 he specimen was identified hy- the client as "P1 Y11( )O 1". IV TEST PROCEDURE The tests were conducted in ctecordance with the procedures t in the American Society for Testing ,►t►d Materials AS I M 1 84.04, lite lit self supporting specimens were tal;it d directly on the tunnel ledges. After the tests, the samples were removed from the tunnel, examined and disposed of. The rest was conducted on 8/1/1.005, and not witnessed by any thin V TEST I2ESt11: 'S The test results, computed on the basis ol'observed flame front advance and electronic smoke density measurements are presented in the following table. In recognition of possible variations and limitations of the test method, the results are computed to the nearest number divisible by five, as outlined in the test method for smoke developed index results greater than 200 the calculated value is rounded to the nearest 50 points: While no longer o fart of this standard test method. the Fuel Contributed l'erltre liar been computecl, and may he_Jin mil on the computer printout sheet in the Appendix. es St�ecit�lc rt Red t ),►k Flc t rint; I'lyboo" I Smoke I )evelof ttl Index name Spread Index Mineral I:ilx.r 4. ernent Itoartl 0 ti0 25 The data sheets are included in the Appendix. These sheets are actual print -outs of the computerized data system which monitors the ASTM Ii54 -04 apparatus, and contain all calibration and specimen data needed to calculate the test results. Smith tit hung Vt O13SERVATIC)NS Owing the test, the specimen wa observed to behave in the following m mnner: I he Kintt plywood began to char ;it 0:1 i (ntimser.). the spectnten ignited. at 0 :17 (nunaet the plywood began to crack at 1:12 (nnn:•ec.I. The test continued t,r the 10 :00 titiratittn. After the test burners were ((tried Attt, ,► (1 slot onil attertlunit was t ?hserred. Augu,t 2, 2(1(15 After the test the specimen was iii»trved to be damaged as follows: l hi Klink"' Plywood was charred and tracked Atom 0-ft. 10 -fr, Black iIIu It ration was observed to the plywood from 111 -ft. Brown discoloration was observed to the plywood iro t I( -tt. 24-ft. tiuiul� 24 I ■., Au n 2, 2,00i APPENDIX ASTM E84-04 Data Sheets ASTM E84 DATASHEETS Client. SMITH 8 FON(; Date 8/1/05 Time t009AM Test Number I Prr)lec:t Number 30)81298 -500 Operator EH /TA Specimen ID' "P1 YBOO ", BAMBOO PLYWOOD TREATED WITH TWO coA'rs OF FLAME STOP • IDS AT A RATE OF 100 SQUARE FEET PER GALLON PER COAT ALLOWING ONE HOUR DRY TIME BETWEEN COATS" THE SPECIMEN WAS SE1 t'• SUPPORTING; THE SAMPLE WAS NOT UNDER INTERTEK U A TEST RESULTS SPECIMEN DATA . , FLAMESPREAD INDEX: SMOKE DEVELOPED INDEX: Time to Ignition (sec): 17 Time to Max ES (sec) 547 Maximum FS (feet): 5 Time to 980 °F (sec) Never Reacted Max Temperature (°F): 653 Time to Max Temperature (sec) • 600 Iola( Fuel Burned (cubic feet): 5199 FS'Time Area (ft' min): 503 Smoke Area ( %A`min) 1772 Fuel Area ( °F`rnin) 55265 Fuel Contributed Value. 14 Unfounded FSI 25.9 CALIBRATION DATA . Tune to Ignition of Last Red Oak (sec): 35 Red Oak Smoke Area (4?0A "min) 9500 Red Oak Fuel Area (°F"min) 8963 Glass Fiber Board Fuel Area (F "min) 4965 FLAME SPREAD (ft) Smoke ( %A) ,041114 r sw�c r✓ talo 14, .00 Temperature ( °F) Time (min) 7JV lAte Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206 -296 -0163 TTY Relay: 711 www.kingcounty.gov /health April 8, 2008 Keith Smith Smith Co 1725 Westlake Ave N, Ste 210 Seattle, WA 98109 RE: PLANS AND SPECIFICATIONS FOR: Red Mango at 633 Southcenter Pkwy FC -16, Tukwila, WA 98188 SR1157063 P/E 6702 (Risk 2) Dear Mr. Smith: • Public Health Lg Seattle & King County 1. Comply with all of the conditions stated in the variance letter dated March 27, 2008. 2. Mop sink must be readily accessible to Red Mango employees at all times by Westfield Mall Management. 3. A splash guard will be required on both sides of the prep sink. 4. The prep sink and ice machine must have indirect drains. 5. Additional storage facilities may be required if the volume of service exceeds the current storage capacity. IRECENED CEO Timm If A APR 0 9 2008 PERMIT CLAII Lf1 The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: Your establishment has been assigned the following plan review service number (SR1157063). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, R >S77-5--- t,; ) Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB:dg enclosures cc: Ryan Onan, Tenant Coordinator, Westfield Corporation Daniel Kim, Red Mango 0 March 3, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Application Number D08 -098 Red Mango — 2600 Southcenter Mall, Suite FC -16 Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl xc: File No. D08 -098 • City of Tukwila Department of Community Development Jack Pace, Director P:\Pennit Center \Correction Letters\2008\D08 -098 Correction Ltr # 1.DOC wer Jim Haggerton, Mayor 5300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: February 26, 2008 Project Name: Red Mango Permit #: D08 -098 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide the manufactures spec sheets that identify the material composition for the Bamboo - poly- veneer show at the front of the store. Material shall identify flame spread and smoke development test ratings to show compliance with the code for Interior Finishes. (2006 IBC Chapter 8, 402.15.1 & Section 2605) 2. Please provide details for the illuminated alcove for signage (sheet A4.01). Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -098 DATE: 03 -07 -08 PROJECT NAME: RED MANGO SITE ADDRESS: 2600 SOUTHCENTER MALL FC -16 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEP RTMENTS: ici frot5 Buildi g i islon Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ DUE DATE: 03 -11 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 04 -08 -08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -098 DATE: 02 -21 -08 PROJECT NAME: RED MANGO SITE ADDRESS: 2600 SOUTHCENTER PY FC -16 X Original Plan Submittal _ Response to Correction Letter # g Public Works 114 2 - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fire revention Structural Incomplete Structural Review Required Approved with Conditions Response to Incomplete Letter # Revision # After Permit Issued DUE DATE: 02 -26 -08 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 03 -25 -08 Not Approved (attach comments) 7 DATE: 44- 2 46 Planning Division Permit Coordinator Not Applicable Permit Center Use Only !Q� CORRECTION LETTER MAILED: ' 0 t/ Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 0)1 i REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: El • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Response to Incomplete Letter # ® Response to Correction Letter # l ❑ Revision # after Permit is Issued Plan Check/Permit Number: D08 -090 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: RED MANGO Project Address: 2600 Southcenter Mall, Suite FC -16 Contact Person: Keith Smith Phone Number :26 G 4P US-Vein Summary of Revision: it 44. 0/ Mot{ 5fkm, Sheet Number(s): � ( "Cloud" or highlight all areas of revision including date of rexisipn Received at the City of Tukwila Permit Center by: Entered in Permits Plus on -2 - 7-0 g \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED f fly CF TIWWI A A A 11 n M nn hIMI U P L U February 21, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 • • RE: Request for Overtime Plan Review Red Mango, #2600 FC -16, Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Sincerely, K. th mith Arc 'tea, Red Mango Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination K nd of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Slower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 - .5 Hose bibb (interior) 2.5 2.5 Chtheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / Z Sink, other (service) 3 1.5 / 1 r `J Sink, wash fountain, circle spray 4 3 Ur nal, flush valve, 1 GPF 5 2 Ur nal, flush valve, >1 GPF 6 2 Ur nal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Wa ter closet, tank or valve, >1.6 GPF 8 4 Leg King County Department of Natural Resources and Parks Wastewater Treatment Division Non-Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. P ease Print or Type , ,p �o e v P Pn� Ay Stree� �� City 4fW //^`` State r Owner's Name Subdivision Name Subdiv. # Building Name Owner's Mailing Address (if applicable (_�) ' l (3 q 'L ci w (ner's� � Number (with Area 4.1 �' Prc petty Contact Phone umber (with Area Code) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Total Fixture Units • 0'15 Signature of Owner /Representative Print Name of Owner /Representative 105E (Rev. 9/07) (JU 0 v 1 0 dog -019 Lot # Block # RCE ZIP For King County 0 Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) 187 C. Total Residential Customer Equivalents: (add A & B) A B o l S RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a per od of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be pre paid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c•rrected da a or determination of a revised capacity charge. J Date White — Kina County Yellow — Local Sewer Aaencv Pink — Sewer Customer RCE FEB 21 2008 License Information License MARKEL*213JR Licensee Name MARKET CONTRACTORS LTD Licensee Type CONSTRUCTION CONTRACTOR UBI 600320592 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 10250 NE MARX ST Address 2 City PORTLAND County OUT OF STATE State OR Zip 972201152 Phone 5032550977 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/19/1979 Expiration Date 9/10/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BODEN, JOHN T PRESIDENT 10/31/2001 BROWN, PATRICIA J SECRETARY 01/01/1980 HUGHES, MICHELLE W TREASURER 10/31/1999 SORENSEN, STEVE F VICE PRESIDENT 10/31/2001 DILLON, LENNARD CHIEF EXECUTIVE OFFICER 01/01/1980 07/13/2005 Look Up a Contractor, Electriiii or Plumber License Detail 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. Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MARKEL *213JR 05/16/2008 RED MANGO Y U S OR _ ENANT IMPROV MENT _ - ',ivea �.... I of work without prior approval of I Tukwila Building Division. UKWILA, WA FC16, 633 SO , HC N R PARKWAY, . . PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY TENANT: RED MANGO, INC. 5730 UPLANDER WAY, SUITE 104 CULVER CITY, CA 90230 (818) 618 -2921 T (310) 388 -5524 F CONTACT: DANIEL KIM ARCHITECT: smith co. LLC 1725 Westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith MECHANICAL & HV ENGINEERING INC. PLUMBING: 7100 LINDEN AVE N, SUITE 1 SEATTLE, WA 98103 t: 206.706.1830 f: 206.706.9669 ELECTRICAL: CASE ENGINEERING 10614 BEARDSLEE BLVD. BOTHELL, WA 98011 t: 425.402.9400 f: 425.402.9402 MALL MONTROSS & ASSOCIATES, A.P.C. MECHANICAL & 2081 BUSINESS CENTER DRIVE, SUITE 218 ELECTRICAL IRVINE, CA 92612 ENGINEERS: (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T LANDLORD NOTES DRAWING INDEX 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4 . ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX - RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDERIt}1 RETAIL SPACE. PELF A NA • 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED �`iOVAL INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAK VIIRED CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7 . FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8 . FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. . TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE C ONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 2006INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES 2 EMPLOYEES (PREP AREA / BACK ROOM) 185 SQ. FT. / 300 = 1 OCCUPANCY SQ. FOOTAGE 185 SQ. FT. OCCUPANT LOAD = 1 TOTAL SQ. FEET 373 SQ. FT. PROPOSE USE: SPECIALTY FOOD RETAILS ARCHITECTURAL GI.01 GENERAL INFORMATION A2.01 CONSTRUCTION & LEASE PLAN A2.02 PLANS AND SCHEDULES A4.01 EXTERIOR ELEVATIONS & DETAILS A4.02 INTERIOR ELEVATIONS A7.01 ENLARGED PLANS & DETAILS A8.40 FIXTURE DETAILS PLUMBING P00.01 PLUMBING NOTES AND SCHEDULES P00.02 PLUMBING SPECIFICATIONS P02.01 PLUMBING FLOOR PLAN /DETAILS ELECTRICAL pit E1.01 ELECTRICAL PLANS Plan review app Approval of con; the violation �+ of approved Fish BV Date: SITE P LAN BU VICINITY MAP . -_ / _ PROJECT SITE ( ) P \ PR JEST \\ r 5 j \ \' ya o \ 5176TH ST 3 "' - (405) -_.. x o a m m m a) LO ATION ma q \ 16 y's S S 12 p ce FC C 3 SEPARATE SUBMITTALS �•° NORDSTROM \ } �-- - -- - r r , e i. -r ' � 1 5 -�` , , Q` a �, "' COO;* t'4' ". "+ `.` � ��i / \ FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. SCOPE 01 WORK H =nrL � IIi. lL �� ' � BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAULIGHTING SYSTEMS. ON SITE: NO WORK *���� �"' �� ,.., ° a . � �' -p " °_ . „ „ � ® `� a , • ,�,� ° � • I i a j `� S 2 "' m \ \ n m { a - -� p �� -- MI MI" w _- MI M�'�' W �_�L��p .. • ;: •�® t : \ s 180TH ST oboo.010 SCALE. N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES - - - -- - " - -- ARCHITECTURAL SYMBOLS SYMBOLS NORTH ARROW - -'" " - - ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.1.0. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WOW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT, SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING 5.1.0. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS, SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET I 7 \ DETAIL PROJECT NORTH - -- DETAIL IDENTIFICATION ( ITEM S.LO - R EVISION CLOUD OR N.I.C. \ CUT LINE - DEFINES THE ARROW I • ,, ( \ DETAILED ELEMENT - / ) AND DELTA /I 3 2 ) • `' GYPSUM BOARD _ ` A8.01 _I- TRUE NORTH ..__ - -SHEET WHERE I NDICATOR DRAWN DOOR MARK 50' -0" A.F.F. WORK, CONTROL -. -- `' 4 CONCRETE I TEM S.O.I.0 OR S.I.C. !�i! EARTH OR DATUM POINT WALL SECTION - DOOR CODE - GRAVEL - -" DETAIL IDENTIFICATION (2580A REFER TO - CUT LINE - DEFINES THE , SCHEDULE /N, \ ;% SLOPE DOWN �����/� SLOPE D IRECTI ON !!!!!!!�i CMU OR BRICK WITH DAT MARK NEW CONSTRUCTION - SHOWN SOLID DETAILED ELEMENT �, ` 2 WINDOW, RECITE OR 1/8" PER FOOT M 1 PLYWOOD = RIGID INSULATION • = LOUVER MARK SHEET WHERE DRAWN - WINDOW 1 -- SPRINKLER MAIN ' , 14 NUMBER - REFER L BUILDING SECTION / TO SCHEDULE -- - �� BATT INSULATION - - DETAIL IDENTIFICATION EQUIPMENT MARK EXISTING 6_� PROPERTY LINE _ SHOWN A 3.01 L EQUIPMENT WOOD MEMBER CONSTRUCTION TO REMAIN LIGHT BACKGROUND WOOD BLOCKING ° _ ® _r J�� FINISHED WOOD SHEET WHERE DRAWN ✓ 24 , NUMBER -REFER -, TO SCHEDULE EXTERIOR ELEVATION -- FENCE / T IIIIIIIIIW ACOUSTICAL TILE -- ROOM MARK STEEL �� DETAIL IDENTIFICATION 8 ROOM- ROOM NAME EXISTING CONSTRUCTION TO BE ALUMINUM \ A3.0 2 -4 ---- -- SHEET WHERE DRAWN 10 0 BREAKLINE REMOVED - SHOWN DASHED ROOM NUMBER j INTERIOR ELEVATION \ 2 5 - DETAIL IDENTIFICATION I 05.03 6 SHEET WHERE DRAWN 7 _]�- - _.- n \ ) COLUMN GRIDS WALL B B _ ___ - _7_ _ TYPE MARK I WALL TYPE X j FE X NOTE - - - E.I.F.S. / ® SOUND INSULATION I _ FIRE EXTINGUISHER red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWI L LA, WASHING GON smith cc 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smithco.org/ tai Is subject to errors and omissions. ruction documents does not authorize 13f adopted code or ordinance. Receipt Copy and condition j is acknowledged: ity of Tukwila WING DIVISION Consultant Registration SEPARATE FOR: PERMIT REQUIRED `Mechanical lectrical lumbing LW Gas Piping City of Tukwila BUILDING DIVISION Issues and Revisions No. Date 1 02.20.08 Project Name Red Mango Project Number 02006088.00 Description GENERAL INFORMATION Computer File Template Scale AS NOTED Issues KEI REGISTERED ARCHITECT STATE OF WASHINGTON 6294 PERMIT SET CW05- 2008- G101.DWG G1.01 Architect Registration By Check FEB ' 008 . 9 ' a Lu ` I . P�F;i�l11 I L i I t ti All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. KLS I RE- iSiON3 hp the _ �... .01 Mw ' .T1 ^ s etet In fko, - ',ivea �.... I of work without prior approval of I Tukwila Building Division. 1 74 OT : rev +siolib Wiiii require d new plan SIJibfaiiiai and may include additional Man L_aiaw fees . red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWI L LA, WASHING GON smith cc 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http://www.smithco.org/ tai Is subject to errors and omissions. ruction documents does not authorize 13f adopted code or ordinance. Receipt Copy and condition j is acknowledged: ity of Tukwila WING DIVISION Consultant Registration SEPARATE FOR: PERMIT REQUIRED `Mechanical lectrical lumbing LW Gas Piping City of Tukwila BUILDING DIVISION Issues and Revisions No. Date 1 02.20.08 Project Name Red Mango Project Number 02006088.00 Description GENERAL INFORMATION Computer File Template Scale AS NOTED Issues KEI REGISTERED ARCHITECT STATE OF WASHINGTON 6294 PERMIT SET CW05- 2008- G101.DWG G1.01 Architect Registration By Check FEB ' 008 . 9 ' a Lu ` I . P�F;i�l11 I L i I t ti All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. KLS R D MANGO YOG U R S SuB�jEPar oRDI D CE A PRE -OP I �i � S E TI '' R IX= ENAN n d . + ( ?� � ii, THE M���.�°� � sEATT . D P.k.?.T aEA r "FUMED jcsH IMPROV M N � r. � � I T ( e ..., r "is '�, � 1. AN a w y otAN AG lID # F C I 6 633 SOU C W Ft . ,,„: ,.,. : ; s.iiS1 NT R PARKWAY TUKWILA , 3 3 r!°'rt .b I R" p See- re Z.Oz r° Sid w' ;i T" e 11-f 4 lI App PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 2006INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAFER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES 2 EMPLOYEES (PREP AREA / BACK ROOM) 185 SQ. FT. / 300 = 1 OCCUPANCY SQ. FOOTAGE 185 SQ. FT. OCCUPANT LOAD = 1 TOTAL SQ. FEET 373 SQ. FT. PROPOSE USE: SPECIALTY FOOD RETAILS TENANT: RED MANGO, INC. 5730 UPLANDER WAY, SUITE 104 CULVER CITY, CA 90230 (818) 618 -2921 T (310) 388 -5524 F CONTACT: DANIEL KIM ARCHITECT: smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.0700 PROJECT MANAGER: Keith Smith MECHANICAL & HV ENGINEERING INC. PLUMBING: 7100 LINDEN AVE N, SUITE 1 SEATTLE, WA 98103 t: 206.706.1830 f: 206.706.9669 ELECTRICAL: CASE ENGINEERING 10614 BEARDSLEE BLVD. BOTHELL, WA 98011 t: 425.402.9400 f: 425.402.9402 MALL MONTROSS & ASSOCIATES, A.P.C. MECHANICAL & 2081 BUSINESS CENTER DRIVE, SUITE 218 ELECTRICAL IRVINE, CA 92612 ENGINEERS: (949) 553 -9005 T (949) 553 -9007 F CONTACT: PAUL TERNSTROM TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY 633 SO TUKWILA, WA 98188 -2858 (206) 246 -0423 T 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX-RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. 9. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL G1.01 GENERAL INFORMATION A2.01 CONSTRUCTION & LEASE PLAN A2.02 PLANS AND SCHEDULES A4.01 EXTERIOR ELEVATIONS & DETAILS A4.02 INTERIOR ELEVATIONS A7.01 ENLARGED PLANS & DETAILS A8.40 FIXTURE DETAILS PLUMBING P00.01 PLUMBING NOTES AND SCHEDULES P00.02 PLUMBING SPECIFICATIONS P02.01 PLUMBING FLOOR PLAN /DETAILS ELECTRICAL E1.01 ELECTRICAL PLANS SITE PLAN r PROJE T m LOlL Sp -ce s Le + FC 16 • 12 of 3 SEPARATE SUBMITTALS N ORDSTROM ^ FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. SOUTHCENTER PKY SCOPE OF WORK • • •� ri. - �JCI I s , , -. r i y 4 i „. /1 . BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK _, .� . . l a' � ' .• 4 : -_ � �. OILIIII. , q FULLY � • • • • =� M�( y Fr' ; `�i�� G -- '� ® ' '� ' ���� � - _ 1; g I r L � J � ALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL SEE OTHER DESIGN DISCIPLINES ABBREVIATIONS ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR SLAB ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM (SLAB) ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.T. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.G.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL F. VERIFY IN FIELD BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP, SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW MATERIALS r ENTIFI A N I PROJECT NORTH 1 ITEM S.LO DETAIL IDENTIFICATION r D ETAIL DE CUT LINE - DEFINES THE ARROW REVISION CLOUD OR N.I.C. �� L_-_ - - - AL' DETAILED ELEMENT AND DELTA © GYPSUM BOARD q• TRUE NORTH A8.01 1• • : : 4 1 CONCRETE SHEET WHERE INDICATOR DRAWN DOOR MARK 50' -0" A.F.F. WORK, CONTROL ITEM S.O.I.0 OR S.I.C. 6N6 EARTH -7 -1 1 !--t1 GRAVEL OR DATUM POINT WALL SECTION DOOR CODE - DETAIL IDENTIFICATION 2580A REFER TO CUT LINE - DEFINES THE SCHEDULE SLOPE DOWN LOPE DIRECTION WITH DATUM MARK NEW CONSTRUCTION - SHOWN SOLID V A CMU OR BRICK ® PLYWOOD DETAILED ELEMENT WINDOW, RECITE OR 118" PER FOOT A7.01 LOUVER MARK ` RIGID INSULATION . SHEET WHERE DRAWN WINDOW SPRINKLER MAIN NUMBER - REFER i VOA! BATT INSULATION BUILDING SECTION TO SCHEDULE CONSTRUCTION TO REMAIN LIGHT BACKGROUND >< WOOD MEMBER _ DETAIL IDENTIFICATION 6 E QUIPMENT MARK EXISTING PROPERTY LINE -SHOWN WOOD BLOCKING �� 3 EQUIPMENT Ism smi IN � V, ° ~ ° ® ® J �� FINISHED WOOD SHEET WHERE DRAWN N UMBER - REFER 0 TO SCHEDULE FENCE EXTERIOR ELEVATION 111 IIIIIII ACOUSTICAL TILE p � ; STEEL ROOM MARK x x x x- -x -x -x x V!!_!L DETAIL IDENTIFICATION 8 ROOM -ROOM NAME EXISTING CONSTRUCTION TO BE e %�� ALUMINUM BREAKLINE A3.02 SHEET WHERE DRAWN 100 - ROOM NUMBER REMOVED - SHOWN DASHED E.I.F.S. - - INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK IDENTIFICATION ® SOUND INSULATION 4 DETAIL 5.03 6 WALL TYPE 0 FE �X= FIRE EXTINGUISHER SHEET WHERE DRAWN B NOTE APPLICANT COPY red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILA, WASHING GON smith co. 318 terry avenue n Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 FERN Project Name Project Number 02006088.00 Description GENERAL INFORMATION Computer File Scale G1.01 RECEIVED Et 2 2 gee ALDER SQUARE REGISTERED ARCHS.TECT KE I I STATE OF WASHINGTON 6294 Architect Registration Issues By Check IT SET KLS CW05- 2008- G101.DWG RECEIVED AS NOTED CITY OF TUKVVILP• APR 0 9 Z008 Template 4.3 (120101) PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. GENERAL NOTES RESPONSIBILITY 1. LANDLORD IS ONLY OBLIGATED TO FURNISH AND INSTALL THOSE UTILITY CONNECTION POINTS AS AGREED TO IN THE LEASE AGREEMENT EXHIBIT B ANY ITEMS INDICATED ON THE LANDLORD APPROVED SET OF CONSTRUCTION DOCUMENTS SHOWN AS FURNISH AND INSTALL BY LANDLORD AND IS NOT AGREED TO AS PART OF THE LEASE AGREEMENT SHALL BE BY TENANT. 2. NOT USED 3. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO THE COMPLETION OF THESE CONSTRUCTION DOCUMENTS ANY VARIANCES BETWEEN THESE APPROVED PLANS AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE SOLE RESPONSIBILITY OF THE TENANT. STOREFRONT 4. NOT USED ROOFTOP EQUIPMENT 5. TENANT'S GENERAL CONTRACTOR MUST COORDINATE AND CONFIRM ALL ROOF TOP EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. FIELD DECISIONS WILL SUPERCEDE THESE PLANS. 6. TENANT IS REQUIRED TO FIELD VERIFY ROOF CONDITIONS AND EXISTING EQUIPMENT LOCATIONS PRIOR TO COMPLETION OF THESE CONSTRUCTION DOCUMENTS. ALL CORRECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. LANDLORD NOTES IT IS TENANT GCS RESPONSIBILITY TO MAINTAIN A 1 -HR FIRE RATING AT ALL DEMISING WALLS. GC MUST REPAIR AND / OR REPLACE TYPE "X" GWB AS REQUIRED TO MAINTAIN THIS RATING. TENANT RED MANGO TENANT RED MANGO NEW PARTITION WALL 7 SECTION AT FLOOR SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" OPEN TO MALL OPEN TO MALL NEW PARTITION WALL - 5 1 SECTION AT FLOOR � 1 '2" TEMPERED OPAQUE GLASS METAL STUDS (PER WALL TYPE) @ 16" O.C. MTL STUDS TO MEET I.C.B.O. #1715P OR EQ. -- 2" STONE VENEER — 2" BAMBOO -PLY VENEER -- 6" STAINLESS STEEL BASE NAIL STUD RUNNER TO FLOOR W/ HILTI NK FASTENERS, 1 1/8 " MINIMUM PENETRATION @ 32" O.C, MAXIMUM. (I.C.B.O. #2388) - FLOOR FINISH AS PER PLAN 1 /" TEMPERED OPAQUE GLASS METAL STUDS (PER WALL TYPE) @ 16" O.C. MTL STUDS TO MEET I.C.B.O. #1715P OR EQ. 2" STONE VENEER - 6" STAINLESS STEEL BASE '8 -- NAIL STUD RUNNER TO FLOOR W/ HILTI NK FASTENERS, 1 1/8 " MINIMUM PENETRATION @ 32" O.C, MAXIMUM. (I.C.B.O. #2388) - FLOOR FINISH AS PER PLAN WALL TYPE KEY: SCALE: 1 -1/2" = 1-0" 4 1 INTERIOR PARTITION - CLADDING 16 GA 3 MTL STUDS 16" O.C. WITH 5 8' TYPE "X" GWB, DRYWALL SCREWS @ 12" O.C.. SECURE THE GWB TO STUDS WITH DRYWALL SCREWS AT 12" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. TO SPECIFIED HEIGHT. 2" STONE CLADDING ao ti CD I � •w I.I INTERIOR PARTITION - PARTIAL HEIGHT 2 16 GA 358' MTL STUDS 16" O.C. WITH 5 8' TYPE "X" GWB, DRYWALL SCREWS @ 12" O.C. AND WITH 5 8' GREEN BOARD ON WET SIDE. SECURE THE GREEN BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. TO SPECIFIED HEIGHT. DRYWALL SCREWS @12" O.C.. Co Ni s ti WALL TYPE DETAILS TENANT RED MANGO SCALE: 1" = 1' -0" —WALL TYPE NUMBER 1 OPEN TO MALL NEW PARTITION WALL SECTION AT FLOOR 1 z" TEMPERED OPAQUE GLASS METAL STUDS (PER WALL TYPE) @ 16" O.C. MTL STUDS TO MEET I.C.B.O. #1715P OR EQ. -- - 2" BAMBOO -PLY VENEER 6" STAINLESS STEEL BASE NAIL STUD RUNNER TO FLOOR W/ HILTI NK FASTENERS, 1 1/8 " MINIMUM PENETRATION @ 32" O.C, MAXIMUM. (I.C.B.O. #2388) FLOOR FINISH AS PER PLAN CONSTRUCTION PLAN SCALE: 1/4" = 1' -0" LEASE LINE — CD 2 ' FLOOR PLAN SCALE: 1/4" = 1' -0" 12 ` LEASE PLAN 1 , SCALE: 1/8" = 1' -0" riirrriiiirrrrrrriii r_rrri r. O) 0 2 8 ` 5 3/4" 1 " TEMPERED GLASS SNEEZEGUARD 11'- 7114" PREP AREA I 102 1 TOPPING BAR L 2-11" 4' -10" � I 2 781/2" 1 z" TEMPERED GLASS SNEEZEGUARD I 10'-0 314' MENU BOARDS IN FRONT OF POS MANAGERS DESK PREP AREA SOFFIT ABOVE TUBE STEEL COLUMN / / ELECTRICAL .. -- SOFT SERVE / / PANEL MACHINE BACKBAR POS COUNTER -- AREA 101 SOFT SERVE MACHINE — 30' -4" 3 COMP. SINK r w _ PREP SINK — PREP TABLE (13) TEMPERED GLASS SNEEZEGUARD - ED MANGO LEASE SPACE #FC16 373sf 15-0" — HAND SINK BLENDER & ICE MACHINE (14) BACKBAR AREA —TUBE STEEL COLUMN 1 1 — SOFFIT ABOVE DN TO L1 '- 0112" 2 - - -- 1 2' TEMPERED GLASS SNEEZEGUARD -- TOPPING BAR OS 096 V 29' -8" 1 1 1 1 1 I I \\\ \\ - . \1 3 -0" -.._ -• r 1/4" = 1' -0" I REV EWED FOR CODE COMPLIANCE APPR , gFE MAR 2PPF; Of ir? Of Tu ''tlF BUILDING DIVISICIIL 0 1' 2' 4' 8' ) Scale red mango RED MANGO - #FC16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON smith Co. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 « Project Name Red Mango Project Number 02006088.00 Description FLOOR PLAN Computer File CW05- 2008- 01.DWG Template I AS NOTED li Issues By Check PERMIT SET KLS III) A2.01 REGISTERED ARCHITECT r11 KEI I STATE OF WASHINGTON 6294 Architect Registration FEB 2i20u8 fthMMMI I UL: / Eh All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. EQUIPMENT SCHEDULE "ALL EQUIPMENT SHALL BE NSF APROVED" ITEM QTY DESCRIPTION PRODUCT NO. REMARKS V 0 NOT USED FLOORING TILE GRAY SURE TREAD 0076 DALTILE 0 NOT USED T2 TRACK LIGHT V 0 NOT USED 18 O 1 WATER HEATER - UNDERCOUNTER * VERIFY W/ MALL PLUMBING PLAN SPECIFICATIONS EXIT LIGHT 0 , , 1 HAND SINK W/ TOWEL & SOAP DISPENSER GR -1 GROUT /FLOOR BUTTER CREAM # 17 CUSTOM BUILDING PRODUCTS 6.5" WAY IN CEILING SPEAKER SP EAKER KLIPSCH IC -62 O 1 DOUBLE - SWING, SELF- CLOSING DOOR VERIFY LOCATION W/ TENANT V 1 ICE MAKER W/ BUILT -IN STORAGE BIN S.O.I.C. WALLS 10 1 WATER FILTER AND DISPENSER * BACK GROUT OF HOUSE! WALL BASE 3/8" CT-4 STAINLESS STEEL 10 GA WALL BASE SAINLESS STEEL GC CUSTOMER SIDE BASE CT -5 CLADDING DISPLAY WALLS SANDSTONE MINT RUSTIC CLADDING ISLAND STONE 13 2 SNEEZEGUARD PLYBOO 3/8" TEMPERED GLASS 14 2 2 QT. DRY TOPPING CONTAINERS S.O.I.C. 15 2 TOPPING BAR W/ REFRIG. BELOW (MODIFY) S.O.I.C. PROVIDE FLOOR DRAIN BELOW 16 2 POS TERMINAL S.O.I.C. ESPRESSO 3380 17 2 SOFT SERVE FREEZER S.O.I.C. MAINTAIN 6" CLR. DIM. BETW. AND 3" TO SIDES 18 2 FLUID COOLING SYSTEM S.O.I.C. P1 1 60" L. WORK TABLE W/ UNDER SHELF p3 1 3- COMPARTMENT SINK 2q 1 FAUCET W/ PRE -RINSE pg 1 PREP SINK 30 1 UNDERCOUNTER 1 -DOOR REFRIGERATOR 31 1 UNDERCOUNTER 2 -DOOR REFRIGERATOR * PROVIDE FLOOR DRAIN BELOW 32 2 BLENDER COUNTER 33 1 MANAGER'S DESK * r N FINISH SCHEDULE ITEM et. DESCRIPTION PRODUCT NO. MFG REMARKS LOORING CT -1 FLOORING TILE GRAY SURE TREAD 0076 DALTILE THROUGHOUT TENANT FLOORNVALLS AND COUNTERTOP T, T2 TRACK LIGHT MP LIGHTING DR83 (1) 50W NFL MR16 18 I T _ X EXIT LIGHT G ROUT GR -1 GROUT /FLOOR BUTTER CREAM # 17 CUSTOM BUILDING PRODUCTS 6.5" WAY IN CEILING SPEAKER SP EAKER KLIPSCH IC -62 4 VERIFY LOCATION W/ TENANT \ I WALLS CT -3 QUARRY TILE BASE 6X6 QUARRY TILE- P -3665 DAL TILE BACK GROUT OF HOUSE! WALL BASE 3/8" CT-4 STAINLESS STEEL 10 GA WALL BASE SAINLESS STEEL GC CUSTOMER SIDE BASE CT -5 CLADDING DISPLAY WALLS SANDSTONE MINT RUSTIC CLADDING ISLAND STONE CT -6 VENEER DISPLAY WALLS PLYBOO FLAT GRAIN NATURAL PLYWOOD VENEER PLYBOO \ 1 STONE/ SOLID SURFACE ST-3 COUNTER STONE ESPRESSO 3380 CAESARSTONE COUNTER TOP / POS EDGE DETAIL / TABLE TOP ST-4 COUNTER STONE CREME LIMESTONE 2300 CAESARSTONE COUNTER TOP / POS EDGE DETAIL 1 TABLE TOP LIGHTING SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACT. MODEL NO. LAMP TYPE /FIXT CATALOG LOCATION QTY. NOTES REMARKS (SEE ALSO KEYNOTES) L1 WALL MOUNT LINEAR INSIGHT LINEA LIN -TS /NB /STS /2/1 /S /DM (1) 14 W 1350 LUMENS 5 b T, T2 TRACK LIGHT MP LIGHTING DR83 (1) 50W NFL MR16 18 I T _ X EXIT LIGHT VERIFY LOCATION W/ FIRE DEPT. 0 S 6.5" WAY IN CEILING SPEAKER SP EAKER KLIPSCH IC -62 4 VERIFY LOCATION W/ TENANT NOTES: * VERIFY LOCATION W/ MALL, STO LITIES 0 1' 2' 4' 1/4" = 1' -0" PLUMBING, SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND' INSTALLED ACCORDING ti5 LAW (APPLICABLE LOCAL = STATE' AND FEDERAL STATUES GULATIONS_AND ORDINANC ' RE I HOT AND DIS SYSTEMS - SHALL. BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. 8' DRAINBOARD UTENS RA CKS OR TABLES LAR ENOU 4CCOMMODATE ALL S OILED AND CLEAN ITEMS SHALL'B PR ER H OV FOR - " TO CLE • NECESSA UTENS HOL DI N G ..BEFORE : CLEANING AND AFT S ANITIZIN G. ASHING SINK WAR�WASH /D ISW • COMPAR SHA `BE LARGE E N O UGH O ACCOMMO IM MERSION OF T HE LA R G EST E QUIPMEN TT AND UTENSILS It is;'strongly recommended that hot water for the'restroom hand wash sinks be plumbed from the main hot water heater insteatl of us a n instant wa type wa ter heater unit un der each sink. STACK MOUNT LINEAR LIGHTING , TYP. 1/2' 3' -0" TYP T2 1' -1 518" 6 314" DIANE AGASID S I%clo63 APPROVED SUBJECT TO ORDINANCE T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF B.O. SOFFIT @ 8' -10" AFF CEILING PLAN \ 3 } SCALE: 1/4" = 1-0" 111■, imp T INZ-!p • im IL-----Anowwwww--- t fi A EA 02 CT B CKBIAR 101 CT 1 APR 0 8 HU seArr E- ING CO De *1e:2h By FINISH FLOOR PLAN SCALE: 1/4" = 1' -0" � ' O CHA SHAL BE IA DE WIT EALTH EPAI MENT APPRO FIXTURE PLAN SCALE: 1/4" = 1' -0" WALL STANDOFF TRACK LIGHING, TYP. T.O. SOFFIT @ 10' -0" AFF _( t'rep Sint. mat. INA44. in hr ee-i dm T.O. SOFFIT @ 10' - AFF B.O. SOFFIT @ 8' -10" AFF 3 )OSO • °JS 12 "x24" TILE I 1 EQUIPPED TO PROVIDE HAND WASH SINKS ., BE RESTROOM & SHALL ROVIDE WATER ATA TEMPERATURE LEAST 100 DEGREES FAHRENHEIT THROUGH A._ MIXING VALVE OR COMBINATION FAUCET SELF CLOSING METERINGFAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS `' - OPERATION AREA FL OO RS , i � F SERVICE 1= LOOR COVERINGS, WALLS, WALL COVERINGS WAND CEILINGS SHALL B E DESIGNED CON AND IN SO THEYARE SMOOTH DURABLE AND EASILY CLEANABLE: c�gg ys, .`a , *, + 'l' re,. red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON smith C.. 318 terry avenue n seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration A P -OPENI G iNSPECTTQ 4 By ThE KU; COUNT/HEALTH LEPARTMLif ;.. FLQ'!7d iED PRIOR TO OPERA r s,d A .: ?`�P� :C 3 fzr IS A r , ' a A°VAIL/13LE % ' c } Issues and Revisions No. Date 1 02.20.08 2 03.27.08 Scale p ��1 .� @ I - ;Agtr. Project Name Red Mango Project Number 02006088.00 Template 4.3 (120101) A2.02 APPLICANT COPY KEI REGISTERED ARCHLTECT STATE OF WASHINGTON 6294 Issues By Check PERMIT SET HEALTH COMMENTS L 'QC OR OTHER SUITABLE yFAC SHALL B PROVID FO R R THE O R D ERLY STORAGE OF,. ' EMP LOY E ES ' CL OTHING AND. OTH E P B ADVI T HAT T HE NEW WA SHINGTO N . . STATE FOOD COD REQUIRE " `R , . " : i COMMERCIAL R_ EFR/GE TO H OLD F OO D AT ,it D E/T O R 41 EGRESS F4HRENl51 B EL OW I! ( OWN FROM 45 D R EE �' q p al Sta da ds In t sanitation te S y Food a ui ment th °an Amerioari Natio � to (ANSI) - ''accredited certification program will comply with t`the food code equipment & utensil material c fionna'lid design requirements, Description PLANS AND SCHEDULES Computer File CW05- 2008- 202.DWC, =cEIV CITY OF TUKWIIA AS NOTED APR 0 9 2008 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. Architect Registration KLS KLS Ira aIT rl(:A EQUIPMENT SCHEDULE "ALL EQUIPMENT SHALL BE NSF APROVED" ITEM QTY DESCRIPTION PRODUCT NO. REMARKS V - MOP AND BROOM RACK * TABCO 7 -PS -65 OR EQUAL O - �rrr THROUGHOUT TENANT FLOOR/WALLS AND COUNTERTOP JANITORIAL WALL SHELF TRACK LIGHT MAINTAIN 5' CLEAR ABOVE MOP SINK V - MOP SINK AND FAUCET * 0 - WATER HEATER WATER HEATER * * VERIFY W/ MALL PLUMBING PLAN SPECIFICATIONS VERIFY W/ MALL PLUMBING PLAN SPECIFICATIONS- 0 - - STORAGE SHELF, 4 -TIER * 0 1 HAND SINK W/ TOWEL & SOAP DISPENSER GR -1 GROUT /FLOOR BUTTER CREAM # 17 CUSTOM BUILDING PRODUCTS KLIPSCH IC-62 0 0 DOUBLE- SWING, SELF - CLOSING DOOR VERIFY LOCATION W/ TENANT 0 1 ICE MAKER W/ BUILT -IN STORAGE BIN S.O.I.C. CT -3 ip - WATER FILTER AND DISPENSER * CT-4 STAINLESS STEEL 10 GA WALL BASE SAINLESS STEEL GC CUSTOMER SIDE BASE CT -5 CLADDING DISPLAY WALLS SANDSTONE MINT RUSTIC CLADDING ISLAND STONE CT -6 13 2 SNEEZEGUARD 3/8" TEMPERED GLASS 14 2 2 QT. DRY TOPPING CONTAINERS S.O.I.C. e 15 2 TOPPING BAR W/ REFRIG. BELOW (MODIFY) S.O.I.C. PROVIDE FLOOR DRAIN BELOW 16 2 POS TERMINAL S.O.I.C. COUNTER TOP / POS EDGE DETAIL I TABLE TOP 17 2 SOFT SERVE FREEZER S.O.I.C. MAINTAIN 6" CLR. DIM. BETW. AND 3" TO SIDES 16 2 FLUID COOLING SYSTEM S.O.I.C. ig WALL- MOUNTED SHELF @ 54" A.F.F. MI PO - 36" L. WORK TABLE W/ UNDER SHELF P1 1 60" L. WORK TABLE W/ UNDER SHELF ( , 23 1 3- COMPARTMENT SINK 24 1 FAUCET W/ PRE -RINSE 2B - SAFE * 29 1 PREP SINK W/ DRAINBOARD i 31 - REACH -IN 1 -DOOR REFRIGERATOR * PROVIDE FLOOR DRAIN BELOW 32 1 BLENDER COUNTER 33 1 MANAGER'S DESK * 34 - PREP SINK W/ DRAINBOARD FINISH SCHEDULE ITEM www �r DESCRIPTION PRODUCT NO. MEG REMARKS FLOORING CT-1 FLOORING TILE GRAY SURE TREAD 0076 DALTILE �rrr THROUGHOUT TENANT FLOOR/WALLS AND COUNTERTOP T2 TRACK LIGHT MP LIGHTING DR83 (1) 50W NFL MR16 18 X EXIT LIGHT VERIFY LOCATION W/ FIRE DEPT. GROUT GR -1 GROUT /FLOOR BUTTER CREAM # 17 CUSTOM BUILDING PRODUCTS KLIPSCH IC-62 4 VERIFY LOCATION W/ TENANT WALLS CT -3 QUARRY TILE BASE 6X6 QUARRY TILE- P -3665 DAL TILE BACK OF HOUSE! WALL BASE 318" CT-4 STAINLESS STEEL 10 GA WALL BASE SAINLESS STEEL GC CUSTOMER SIDE BASE CT -5 CLADDING DISPLAY WALLS SANDSTONE MINT RUSTIC CLADDING ISLAND STONE CT -6 VENEER DISPLAY WALLS PLYBOO FLAT GRAIN NATURAL PLYWOOD VENEER PLYB00 1 STONE/ SOLID SURFACE ST -3 COUNTER STONE ESPRESSO 3380 CAESARSTONE COUNTER TOP / POS EDGE DETAIL I TABLE TOP ST-4 COUNTER STONE CREME LIMESTONE 2300 CAESARSTONE COUNTER TOP / P05 EDGE DETAIL / TABLE TOP lam LIGHTING SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACT. MODEL NO. LAMP TYPE /FIXT CATALOG LOCATION QTY. NOTES REMARKS (SEE ALSO KEYNOTES) r L1 WALL MOUNT, LINEAR INSIGHT LINEA LIN -TS /NB /STS /2/1 /S /DM (1) 14 W, 1350 LUMENS 5 ,T _ T, T2 TRACK LIGHT MP LIGHTING DR83 (1) 50W NFL MR16 18 X EXIT LIGHT VERIFY LOCATION W/ FIRE DEPT. O S 6.5" TWO WAY IN CEILING SPEAKER KLIPSCH IC-62 4 VERIFY LOCATION W/ TENANT NOTES: * VERIFY LOCATION W/ MALL, STORAGE FACILITIES 0 1' 2' 4' 1/4" =1' -0" STACK MOUNT LINEAR LIGHTING , TYP. 8' T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF I11 — j/ 1pj�l PREP AREA I 102 OPEN TO ABOVE L1 T2 I- i 3'-0" TYP T2 1'-4 1/2" BACKBAR AREA I 101 OPEN TO ABOVE T2 -0" P T2 1 -1 518" 6 (3 /2;9„ n 1 i� n� ' I CEILING PLAN SCALE: 1/4" = 1"-0" FIXTURE PLAN I SCALE: 1/4" = 1' -O" WALL STANDOFF TRACK LIGHING, TYP. FINISH FLOOR PLAN 2 SCALE: 1/4" = 1' -0" T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF --3 518" T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF T2 3/4" CT 1 9: REVIEW E) r a � a 1 CODE COMPLIANCE A> :.... red mango RED MANGO - #FC96 633 SOUTHCENTER PARKWAY TUKWI L LA, WASHING GON with me. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 Project Name Red Mango Project Number Description 02006088.00 Computer File CW05- 2008--- 202.DWG Scale AS NOTED Template (;.'II iI ) REGISTERED ARCHITECT KEI I STAT OF WASHINGTON 6294 A2.02 Architect Registration Issues By Check PERVIT SET KLS FE8 21 2008 PhHrliu .i G LATER PLANS AND SCHEDULES All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. r_ IIIH!1111111111 i 1111111221 1 IIIE 'I lam I MI lal ( , i "7" mut V II 11111 111111411111 inum .,111111111111:1 11 1)11111,11' NOTES: * VERIFY LOCATION W/ MALL, STORAGE FACILITIES 0 1' 2' 4' 1/4" =1' -0" STACK MOUNT LINEAR LIGHTING , TYP. 8' T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF I11 — j/ 1pj�l PREP AREA I 102 OPEN TO ABOVE L1 T2 I- i 3'-0" TYP T2 1'-4 1/2" BACKBAR AREA I 101 OPEN TO ABOVE T2 -0" P T2 1 -1 518" 6 (3 /2;9„ n 1 i� n� ' I CEILING PLAN SCALE: 1/4" = 1"-0" FIXTURE PLAN I SCALE: 1/4" = 1' -O" WALL STANDOFF TRACK LIGHING, TYP. FINISH FLOOR PLAN 2 SCALE: 1/4" = 1' -0" T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF --3 518" T.O. SOFFIT @ 10' -0" AFF B.O. SOFFIT @ 8' -10" AFF T2 3/4" CT 1 9: REVIEW E) r a � a 1 CODE COMPLIANCE A> :.... red mango RED MANGO - #FC96 633 SOUTHCENTER PARKWAY TUKWI L LA, WASHING GON with me. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 Project Name Red Mango Project Number Description 02006088.00 Computer File CW05- 2008--- 202.DWG Scale AS NOTED Template (;.'II iI ) REGISTERED ARCHITECT KEI I STAT OF WASHINGTON 6294 A2.02 Architect Registration Issues By Check PERVIT SET KLS FE8 21 2008 PhHrliu .i G LATER PLANS AND SCHEDULES All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. r_ Q C) ELEVATION SCALE: 1 /2 " =1' -0" ELEVATION SCALE: 1/2"=1 OPEN TO MALL 3/4" STONE VENEER CAP 3' -4" AFF (DIEWALL) 3/4" PLYWOOD DIE WALL RECESSED LED LIGHT PROTECTIVE TILE BASE SCALE: 3/4 " =1' -0" LEASE LINE 3/8' STONE VENEER ON THINSET 1/2" TEMPERED GLASS SNEEZEGUARD 4X4 TUBE STEEL COLUMN, PAINT CT ILLU INATED GLASS PANEL FOR S GNAGE CT • 5" FRP TENANT SPACE CT DIE WALL DATUM LINE (SEE CONSTRUCION PLAN) -21/2" 1/2" TEMPERED GLASS SEAL STAINLESS STEEL SIDESPLASH TO TOP CAP 2' 10' AFF (COUNTERTOP) PROPOSED CASEWORK ADJUSTABLE METAL LEGS SECTION AT SNEEZE GAURD MENU BOARDS, TYP. red ma ST 9 0 ILLUMINATED ALCOVE FOR SIGNAGE BY TENANT 1/2" TEMPERED GLASS SNEEZEGUARD ILLUMINATED ALCOVE FOR SIGNAGE CT CT 5' -6" AFF Ile (TOP OF DIE WALL) ▪ 4'-6" AFF - 2'- 101/2 "AFF PROTECTIVE TILE BASE - EN ti OPEN TO MALL RECESSED LED LIGHT CT 2mm BAMBOO VENEER CT SCALE: 3/4 " =1' -O" GRAPHIC, TYP. DIE WALL DATUM LINE ON LEASE 5" .t LINE (SEE CONSTRUCION PLAN) - I" TEMPERED GLASS SET IN ALUM. TRACK RECESSED IN OPENING, 5" y LED LIGHTS BY SIGN VENDOR 2' -10" AFF (COUNTERTOP) PROPOSED CASEWORK TENANT SPACE TONE ON TONE SIGNAGE f CT ( 9 d 1- M SECTION AT DESK/ILLUMINATED GLASS r r'. CT CT ELEVATION SCALE: 1/2"=1 CT ELEVATION SCALE: 1/2"=1 ST CT ILLUMINATED ALCOVE FOR SIGNAGE OPEN TO MALL LEASE LINE zoik_S-0" AFF IV (COUNTER) 2mm BAMBOO VENEER 3/4" PLYWOOD DIE WALL 3/8" STONE VENEER ON THINSET RECESSED LED LIGHT PROTECTIVE TILE BASE SCALE: 3/4 " =1' -0" ILLUMINATED GLASS PANEL FOR SIGNAGE CT CT TENANT SPACE 0 0 Ln COUNTER EDGE DATUM LINE (SEE CONSTRUCION PLAN) 9 1/2° 9 75 1/2" TEMPERED GLASS SNEEZEGUARD EKED FOP, " CODE COMPLIANCE PLIAN Q 9 = "ie z SECTION AT SN� EEZE GAURD r 'I{ 3/8' THK TEMP GLASS W/ POLISHED EDGES SOLID SURFACE COUNTER TOP REFRIGERATION UNIT red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith ©smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 2 03.06.08 Scale Template CORREGT� a L Thy 11. y Project Name Red Mango Project Number 02006088.00 Description ELEVATIONS AS NOTED 4.3 (120101) A4.01 REGISTERED ARCI-142TECT KEI STATE OF WASHINGTON 6294 Architect Registration Issues By Check PER v11T SET BLDG. COMMENTS Computer File CW05-- 2008— A401.DWG KLS KLS RECEWED MAR 0 7 2008 9' € MI - GE,.TE e oc an �" All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. CT OVERHEAND SOFFIT PREP. SINK— - -- ELEVATION `'� SCALE: 1/2 " =1' -0" ELEVATION SCALE: 1/2"=V-O" 3 -COMP. SINK - 1 SECTION / SCALE: 1/2 " =V -0" OVERHEAND SOFFIT YOGURT MACHINES _ 1- - -; LC) damslf Li YOGURT MACHINES CT ' L — OVERHEAND SOFFIT SECTION SCALE: 1 /2 " =1' -0" ELEVATION 4 I SCALE: 1/2 " =1' -0" HAND SINK / ICE MACHINE 1 ELEVATION SCALE: 1/2 " =1' -0" ELECTRICAL PANELS CV PREP SINK & TABLE YOGURT MACHINES — OVERHEAND SOFFIT ELECTRICAL I YOGURT PANELS MACHINES OVERHEAND SOFFIT 0 ti 11 U co 1 0 ' ELEVATION SCALE: 1/2"=V-0" // // r 0 0 '1 1 • 0 0 -- OVERHEAND SOFFIT PREP. SINK / 3 -COMP. SINK J I I CT 08ft-0 6 7181 OVERHEAND SOFFI OVERHEAND SOFFIT REViE \NE.J , CODE COMPLIANCE Of TUK red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON with Ca. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206/13.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Issues and Revisions Consultant Registration Architect Registration No. Date 1 02.20.08 PER Project Name Red Mango Project Number 02006088.00 Computer File Scale AS NOTED Description INTERIOR ELEVATIONS Template I ( ) I j 6294 REGISTERED ARCI- IiTECT � 4 KEI STATE OF WASHINGTON Issues By Check 1IT SET KLS CW05- 2008— A401.DWG A4.02 r .o L) LU r• r ,��I I t.;LN FER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 3 COMP. SINK SECTION 11 SCALE: 3/4 " =1' -0" 1' -0" � f CABINET 3 r 3 -COMP. SINK our riI 2' -0" CABINET 5'- 8\'3/4" r \ / \ /\ \ N/ SCALE: 3/4 " -1' -0" SCALE: 3/4 " =1' -0" 2' -1" 2' -0" CABINET T -5" r DROP -IN 3 COMP. SINK 3 COMP. SINK PLAN 3 COMP. SINK TOEKICK BOARD TYP eo LIL� 7 3 COMP. SINK ELEVATION FILLER PANEL i t U/C REFRIG 1 DOOR REFRIGERATOR SECTION 1 O SCALE: 3/4 " =1' -0" 6 2 ADJACENT 3 -COMP SINK COUNTER FILLER PANEL ADJACENT 3 -COMP SINK COUNTER TOEKICK BOARD TYP SCALE: 3/4 " =1' -0" ADJACENT 3 -COMP SINK SCALE: 3/4 " =l' -0" N 2' -1" 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l � 5-0" 2'-3 1/2" U/C REFRIG 1 DOOR REFRIGERATOR ELEVATION I \ _ T-33/4" U/C REFRIG 11 U, I DOOR REFRIGERATOR PLAN '9` ) SCALE: 3/4 " =1-0" ELEC. PANEL TILE BASE TYP ADJACENT ELECTRICAL CHASE ELEC. PANEL 3" SOFT SERVE MACHINE SECTION SCALE: 3/4 " =1' -0" 1' -5" 3" 0 RECESSED SIGNAGE, SEE DETAIL 7 / A4.01 0 L TILE BASE 2- 7 1/2" J 0 O C�1 SOFT SERVE MACHINE SOFT SERVE MACHINE ADJACENT TOPPING BAR 5 SOFT SERVE MACHINE ELEVATION OBO9& 3" OUTLET FOR YOGURT MACHINE, COORD. WITH ELEC. YOGURT MACHINE SOFT SERVE MACHINE PLAN 1 ) SCALE: 3/4 " =1' -0" I RE VIES CODE COMP IANCE MAi:( ! . ADJACENT TOPPING BAR L1LV Of k.i.i:r red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON smith co. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 Project Name Red Mango Project Number 02006088.00 Description EQUIPMENT DETAILS Scale AS NOTED Template Hill) A7.01 KEI REGISTERED ARCHi.TECT STATE OF WASHINGTON 6294 Architect Registration Issues By Check PERVIIT SET KLS kR\N r tb l I LUUtf t.ILI\1I Computer File CW05- 2008— A701.DWG All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. lic and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. ti ADJACENT TOPPING BA SOFT SERVE MACHINE SCALE: 3/4"=1-0" SCALE: 3/4 "= 1' -0" l El TILE BASE a SOFT SERVE MACHINE SECTION SCALE: 3/4 " =1' -0" J ! T1 2'- 7 1/2" ADJACENT TOPPING BAR 2' -1 1/2" 2'-7 1/2" RECESSED SIGNAGE, SEE DETAIL 6 / A4.01 SOFT SERVE MACHINE ICE MACHINE AND SOFT SERVE MACHINE ELEVATION - HAND SINK ELEVATION 7 % SCALE: 3/4 " =1' -0" SOFT SERVE MACHINE PLAN SOFT SERVE MACHINE ICE MACHINE SECTION SCALE: 3/4 " =1' -0" C', CV r 1 HAND SINK OUTLET FOR ICE MACHINE HAND SINK H -- I L 1' -1" � I 17' 2'-0" TILE BASE ICE MACHINE y2" GLASS WITH GRAPHIC 2' -0" 31 /4" 2' -6" %" GLASS WITH GRAPHIC U/C WATER EATER STAINLESS STEEL WALL MOUNTED WORK SURFACE ICE MACHINE SMOOTH WHITE FRP PANEL FRP -1 ICE MACHINE AND HAND SINK PLAN 3 C= SCALE: 3/4 " =1' -0" U/C WATER HEATER FILLER PANEL 4" IA 1 . 1 .7..t A I 011 7 117 2' -1" PR 4'-4 1/2" PREP SINK PLAN SCALE: 3/4 "=1' -0" \ 2 ) SCALE: 3/4 " =1' -0" %" GLASS WITH GRAPHIC PREP SINK COUNTER EP K PREP SINK PREP SINK SECTION y2" GLASS WITH GRAPHIC 2' -0" 2' -0" CABINET CABINET TOE KICK BOARD - PREP SINK ELEVATION 6 ) SCALE: 3/4 " =1 -0" TOEKICK BOARD TYP OBLIQUE TOEKICK BOAR TYP / / / 3'- 21/2" 1' -1" P' / // / / / / E "cV FILLER PANEL I OBLIQUE 5 %" GLASS WITH GRAPHIC SCALE: 3/4 " =1' -0" U/C REFRIG 4'- 01/4" I— L.. SCALE: 3/4 " =1' -0" REFRIGERATOR 4' -11" 4' -10 3/4" II %" GLASS WITH GRAPHIC 2' -5" l L� TILE BASE 9 2 DOOR REFRIGERATOR SECTION i SCALE: 3/4 " =1 -0" 2 DOOR REFRIGERATOR P P P P 0 0 P 0 0 0 0 0 0 0 O 0 0 0 0 0 0 P 0 0 0 0 0 P P P P P P 0 P P P P P P P 0 O 0 0 0 0 0 0 —,-._. _ 1 /1/11 , L I 1 I / \ I / \ 4'-0 1/4" 4'11" • 1 � 2" 5, Y C+, -- 2 DOOR REFRIGERATOR PLAN red mango MEWED F: a CODE COMPLIANCE 00, V RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON smith c*. 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 02.20.08 2 DOOR REFRIGERATOR ELEVATION Project Name Red Mango Project Number 02006088.00 Description EQUIPMENT DETAILS Computer File CW05- 2008— A702.DWG Scale Template AS NOTED 4.3 (I 6294 A7.02 REGISTERED ARCHITECT KEI STATE OF WASHINGTON Architect Registration Issues By Check PERv1IT SET KLS FL"; �I ryA Lu c 1 Lu0$ r r -r- r- • •7 r nvi L'L1'iaC....11 - e All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. SCALE: 3" = 1' -0" POS TOE KICK DETAIL SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 21 /2 1' -0" 2 1/2" 2' -6" 211/ 2' -1" 2 1S" TYP. 3" f SIDE ELEVATION 2-1" WD. GRAIN DIRECTION TOPPING BAR SECTION CUSTOMER SIDE OF CASEWORK CLIP -ON WOOD BASE PANEL. ATTACH TO STAINLESS STEEL LEGS @ CUSTOMER SIDE OF CABINET ONLY. ADJUSTABLE STAINLESS STEEL LEG 3" / / 1/2" TEMPERED GLASS SNEEZEGUARD SOLID SURFACE COUNTER TOP SS 1 REMOVABLE SOLID SURFACE COUNTER TOP SS 1 REFRIGERATION UNIT BY OWNER, VERIFY SIZE PL 2 VITT SOFFIT ABOVE, SEE SHEET A402 TYP. _ - TOPPING BAR INSIDE ELEVATION 1 ! SCALE: 3/4" = 1' -0" ! SCALE: 3/4" = 1' -0" POS COUNTER ` U/C REFRIG DRY TOPPING E.0 CV N SCALE: 3/4" = 1' -0" 1/2" TEMPERED GLASS SNEEZEGUARD 21 /2" SIDE ELEVATION f - 1' -0" 4 1 /2" 3" 7r 1-3" 2' -6" 2-1" 2'411/2" 1' -9" 2' -6" 1'- 0 1/2" 2 2" /% DRY TOPPING SECTION 3 ADJACENT YOGURT MACHINE S51 1 1/2" TEMPERED GLASS SNEEZEGUARD SS TOE KICK 1 SOLID SURFACE COUNTER TOP CUP DISPENSERS DISPENSE -RITE 304 SERIES # RITE -1 PL 2 c`V N C*) N to DRY TOPPING –. a". 7" 7" 8 1 4" SOFFIT ABOVE, SEE SHEET A402 TYP. 3 A8.40 TYP 0 POS INSIDE ELEVATION I O SCALE: 3/4" = 1' -0" 851 ADJACENT SNEEZEGUARD DRY TOPPING YOGURT EDGE OF COUNTER MACHINE E h 71 - Y - le 9 T ri I I IL J JL J JIL= JJ I rn II rl I 1 11 I _ J _ L J I L J J1 _ P172"I 3' -6" 2-7" 3' -6" POS / TOPPING BAR PLAN 2 SCALE: 3/4" = 1-0" 1 TYP 10 1/2" TEMPERED GLASS SNEEZEGUARD U/C REFRIG _=l TOPPING BAR POS 1 5'-4 1 /2" Dobeiole CV 1 1 J 11 ADJACENT YOGURT MACHINE 4X4 PAINTED STEEL COLUMN I I r I I REVIE F t i2) s - CODE COMPLIANCE DRY TOPPING LEASE LINE TOPPING BAR Consultant Scale Template City Of Tu kwt DIVISXALi Issues and Revisions red mango RED MANGO - #FC 16 633 SOUTHCENTER PARKWAY TUKWILLA, WASHINGON smi Cc 318 terry avenue n seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http_ / /www.smithco.org/ Consultant Registration No. Date 02.20.08 Project Name Red Mango Project Number 02006088.00 Description LOOSE FIXTURE DETAILS Computer File CW05- 2008— A840.DWG AS NOTED I ' ■ iii l ) 6294 All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. A8.40 • REGISTERED ARCHITECT KEI STATE OF WASHINGTON Architect Registration Issues By Check PERMIT SET KLS 1±13 2 1 2008 PERM i CENTER PLUMBING EQUIPMENT CONNECTION SCHEDULE SYMBOL ITEM WASTE IW VENT CW HW SPECIFICATION REMARKS 5K -1 3 COMP SINK 3/4" WATER SERVICE BACKFLOW PREVENTER IW TO MS 2 FLOOR SINK 1/2 1/2 ADVANCE TABCO "93- 3- 54 -18RL" FAUCET "K-11", PRE -RINSE "K- -116" 16 GAUGE 304 STAINLESS STEEL INDIRECT WASTE TO FLOOR SINK SK -2 1 COMP PREP SINK 16 "X13 ", 10 "X10 "X7.5 BOWL .9 GAL ACCEPTANCE, 8 "Dx12 "H 2 1 1/2 1/2 JUST SL- 1613 -A -GR SS ADJUSTBLE 10" GOOSENECK FAUCET 18 GAUGE 304 STAINLESS STEEL INDIRECT WASTE TO FLOOR SINK SK -3 HAND SINK HAND SINK 2 1 1/2 1/2 ELKAY CHS1716C W/ FAUCET, DRAIN, TRAP W /SOP & PAPER TOWEL DISPENSER BOWL 10 "X14 "x5" INDIRECT WASTE TO FLOOR SINK SS -1 SOFT SERVE FREEZER - 1 -1/2 - - - TAYLOR CROWN SERIES "C713" INDIRECT WASTE TO FLOOR SINK IM -1 ICE MACHINE - 1 -1/2 - 1/2 - BY OTHERS CRESCENT CUBER W /BUILT IN STORAGE BIN PROVIDE AIR GAP ON DRAIN CONNECTION TO FS -1 DRAIN, CLEANOUT, AND BFP SYMBOL ITEM MAKE /MODEL REMARKS CO CLEANOUT ZURN /ZN -1400 SERIES LEVEL -TROL ADJUSTABLE FLOOR CLEANOUT BFP -1 REDUCED PRESSURE BACKFLOW PREVENTER WILKINS #975XL 3/4" WATER SERVICE BACKFLOW PREVENTER IW TO MS FS -1 FLOOR SINK ZURN Z -1910, 6" SUMP DEPTH, A.R.E. COATING 3" TAILPIECE, 4" TRAP PRV- -1 PRESSURE REDUCING VALVE WILKINS MODEL 500 - PIPING SYSTEM SCHEDULE AND SPECIFICATION SYSTEM ABOVE GROUND DESCRIPTION JOINT METHOD PIPE INSULATION SOIL/WASTE /VENT NO HUB CAST IRON WH -1 CI = TYLER N/A COLD WATER TYPE L COPPER 360 95/5 ABOVE 1" JACKETTED FIBERGLASS ON COLD WATER LINES HOT WATER TYPE L COPPER 2.0 GALLONS 95/5 ABOVE 1" JACKETTED FIBERGLASS ON HOT WATER AND HOT WATER CIRC LINES WATER HEATING AND PUMP EQUIPMENT SCHEDULE MARK MAKE /MODEL DESCRIPTION CAPACITY ELECTRICAL WEIGHT REMARKS WH -1 A.Q. SMITH SU -24 OR EQUAL 20 GALLON WATER HEATER 98 GPH 0 100 DEG RISE 24 KW, V /PH /HZ PER DIV. 16 360 ASME RATED, [1] ET -1 AMTROL ST -5 150 PSIG EXPANSION TANK 2.0 GALLONS - 5 LBS DRY .9 GAL ACCEPTANCE, 8 "Dx12 "H [1] PROVIDE IMMERSION THERMOSTAT ADJUSTABLE FROM 110 DEGREES TO 160 DEGREES MINIMUM ADJUSMENT RANGE. PROVIDE T &P VALVE. BUILDING SUMMARY MIN. SIZE TRAP /ARM IN. QTY DOMESTIC WATER WSFU SEWER DFU FIXTURE TYPE PER FIXTURE TOTAL HW PER FIXTURE TOTAL HW PER FIXTURE TOTAL THREE COMP SINK 3 1 3 3 2.25 2.25 6 6 PREP SINK IW 1 1.5 1.5 1.125 1.125 2 2 HAND SINK 1.5 1 1 1 0.75 0.75 1 1 JUICE, COFFEE, ICE MAKERS IW 1 1 1 0 0 - - - - REUSE OF DOCUMENTS VERIFY SCALE THIS DOCUMENT. AND THE IDEAS AND DESIGNS INCORPORATED HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING. INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT. HV ENGINEERING. INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING O" 1" IF NOT ONE INCH ON 11-115 DRAWING, ADJUST SCALES ACCORDINGLY. SHEET INDEX SHEET NO. TITLE P00.01 P00.02 P02.01 PLUMBING LEGEND, NOTES AND SCHEDULES PLUMBING SPECIFICATIONS AND SCHEDULES PLUMBING FLOOR PLANS AND DETAILS GENERAL PLUMBING NOTES 1 THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 INSTALL ALL WASTE UNE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE: A. 3" WASTE PIPE - 3" CLEANOUT WITH 2.5" PLUG B. 4" WASTE PIPE -- 4" CLEANOUT WITH 3.5" PLUG C. 6" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG 3 WASTE, VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE AS SHOWN ON PLUMBING FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE PIPING SIZES SHALL BE AS SHOWN ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT BE LESS THAN 2" DIAMETER. 4 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4" PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. IN NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1/8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT SLOPES SHALLOWER THAN 1/4" PER FOOT. PIPING INSTALLED AT 1 /8 " /FT SHALL BE RESIZED PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW. 5 PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB /SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS. 6 SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH-IN DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK. 7 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE PLUMBING FIXTURES AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVATIONS. 8 PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. COORDINATE FLOOR DRAINS FOR MECHANICAL SPACES WITH MECHANICAL EQUIPMENT BEING SERVED. 9 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 10 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC). 11 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 12 SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING EQUIPMENT TO STRUCTURE AS REQUIRED BY CODE. REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL SPECIAL REQUIREMENTS RELATED TO THE PLUMBING INSTALLATION. 13 ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT. COORDINATE LOCATION AND SIZE WITH ARCHITECT. 14 INSULATE PIPING PER WSEC, TABLE 14 -6 AND PER DIVISION 15 SPECIFICATIONS (WHICHEVER IS GREATER). 15 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 16 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL. 17 IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 18 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 19 PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS. 20 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY BE REQUIRED. 21 COORDINATE ALL PLUMBING WORK WITH ARCHITECTURAL DRAWINGS. 22 PATCH ALL FLOOR, WALL, CEILING AND ROOF OPENINGS CREATED /CAUSED BY THE DEMOLITION OF EXISTING PIPES, FIXTURES, ETC IN ACCORDANCE WITH DIVISION 1 OF THE SPECIFICATIONS 23 WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE. 24 PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS IDENTIFIED IN GENERAL CONTRACTOR'S SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL. 25 LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. 26 SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND AS REQUIRED IN THE SPECIFICATIONS. 27 ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND FOR CONTACT WITH THE PIPING MATERIAL CONTRACTORS AND TRADES SHALL VERIFY COMPATIBILITY OF THEIR PRODUCTS WITH THE PIPING SYSTEMS. THIS INCLUDES, BUT IS NOT UMITTED TO, FIRE STOPPING SEALANTS, FIRE STOPPING COLLARS, VIBRATION ISLOATION ELEMENTS, THERMAL INSULATION, EXPANSION JOINTS AND ANY MATERIAL IN CONTACT WITH PIPES. 28 ALL WORK SHALL COMPLY WITH LANDLORD /MALL STANDARDS AND MALL MECHANICAL OUTLINE SPECIFICATION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THESE STANDARDS AND FOR FOLLOWING THEM. ABBREVIATIONS AC ABV AD AV AW AFC AFF AFG AFUE AHU AL APPROX ARCH ATMOS BATT BDD BF BFC BHP 131 BLDG BOO BTU BTUH CFM CHAR CHEM CHWS CHWR CLG CO CONC CONN CPLG CS CSC CSO CV CW CRD DET DIA DIM DISCH DI DMPR DN DP DR DWG EA EAT ECC ECON EER EF EFF EG EL ELEC AIR CONDITIONING ABOVE ACCESS DOOR ACID VENT ACID WASTE ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANNUALIZED FUEL EFFICIENCY AIR HANDLING UNIT ALUMINUM APPROXIMATELY ARCHITECTURAL ATMOSPHERE BATTERY BACK DRAFT DAMPER BLIND FLANGE BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCLINED BUILDING BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CUBIC FEET PER MINUTE CHARACTERISTICS CHEMICAL INJECTION CHILLED WATER SUPPLY CHILLED WATER RETURN CEILING CLEAN OUT CONCRETE CONNECT OR CONNECTION COUPLING CARBON STEEL CARSEALED CLOSED CARSEALED OPEN CONSTANT VOLUME COLD WATER CEILING RADIATION DAMPER DETAIL DIAMETER DIMENSION DISCHARGE DUCTILE IRON DAMPER DOWN DIFFERENTIAL PRESSURE DRAIN DRAWING EACH ENTERING AIR TEMPERATURE ECCENTRIC ECONOMIZER ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENT, EFFICIENCY EXHAUST GRILLE ELEVATION ELECTRICAL EQUIP EQUIPMENT ET ELECTRIC TRACED EXIST, (E) EXISTING EXH EXHAUST EXT EXTERIOR FH FD FF FLGD FLR FCO FPM FLTR FOF FPI FSK FT FV FW FPTU G GALV GEN GFI GR GPM GV GW GWR GWS HP HPFS HR HTG HT HVAC HW HWC HWS HWR IA ID IE IH IN INFO INST INSUL INV IRR IW JAN JANITOR KW KWH LAT LB LC LF LOC LVG MATL MAX MPG MA MBH FAHRENHEIT FIRE DAMPER OR FLOOR DRAIN FINISHED FLOOR FLANGED FLOOR FLOOR CLEAN OUT FEET PER MINUTE FILTER FACE OF FLANGE FINS PER INCH FOIL SKRIM KRAFT LINED DUCT (SPUNSTRAND) FEET, FOOT FACE VELOCITY FEED WATER FAN POWERED TERMINAL UNIT GAS GALVANIZED GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GRILLE GALLONS PER MINUTE GATE VALVE GRAY WATER (NON POTABLE) GLYCOL WATER RETURN GLYCOL WATER SUPPLY HORSE POWER HIGH POINT FINISHED SURFACE HOUR HEATING HEIGHT HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATING HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN INSTRUMENT AIR INSIDE DIMENSION INVERT ELEVATION INSULATION HOT INCH, INCHES INFORMATION INSTRUMENT INSULATE, INSULATION INVERT IRRIGATION (NON POTABLE) INDIRECT WASTE KILOWATT KILOWATT HOUR LEAVING AIR TEMPERATURE POUND LOCKED CLOSED LINEAL FEET LOCATION LEAVING MATERIAL MAXIMUM MEDIUM PRESSURE GAS MIXED AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MCC MCA MAT MAX MECH MFR MED MH MIN MISC NA NC NIC NO NG NTS OC OSA OAT OA OD OPP OV OCP P PD PERF PF PH PJ PLCS PNL POC PRV PS PSV QTY QUANTITY R RA RED REQD RR RJ RET RC RPM RWL SS SA SCHED SECT SEER SVC SHT SD SL SV SW STA STD SF SFD MOTOR CONTROL CENTER MAXIMUM CIRCUIT AMPS MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MANUFACTURER MEDIUM MANHOLE MINIMUM, MINUTE MISCELLANEOUS NORTH, NEUTRAL NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NUMBER OR NORMALLY OPEN NATURAL GAS NOT TO SCALE ON CENTER OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE AIR OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY OVER CURRENT PROTECTION PUMP PRESSURE DROP PERFORATED PRE FILTER PHASE PUSH ON JOINTS PLACES PANEL POINT OF CONNECTION PRESSURE REDUCING VALVE PIPE SUPPORT PRESSURE SAFETY (RELIEF) VALVE RELIEF RETURN AIR REDUCER REQUIRED REMOVE AND RELOCATE RESTRAINED JOINTS RETURN RETURN GRILLE REVOLUTIONS PER MINUTE RAINWATER LEADER SANITARY SEWER OR STAINLESS STEEL SUPPLY AIR SCHEDULE SECTION SEASONAL ENERGY EFF. RATIO SERVICE SHEET SMOKE DETECTOR SOUND LINING SOLENOID VALVE SOCKET WELD STATION STANDARD SUPPLY FAN SMOKE /FIRE DAMPER S.1.0. SHT SP SPEC SR SS SYS STAT TEMP TD TDH TEMP THRU TSTAT TYP TRU UL UNO UV UMC UP UBC UPC UG V VAC VDC VD VAC VAV V F VTR VOL V /PH /HZ W/ W/O WB WC WCO WG WT WT WTR, W SUPPLIED AND INSTALLED BY OWNER/ (OTHER) SHEET STATIC PRESSURE SPECIFICATION SUPPLY REGISTER STAINLESS STEEL SYSTEM THERMOSTAT TEMPERATURE TEMPERATURE DIFFERENTIAL TOTAL DYNAMIC HEAD TEMPORARY THROUGH THERMOSTAT TYPICAL TERMINAL REHEAT UNIT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNIT VENTILATOR UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE UNIFORM BUILDING CODE UNIFORM PLUMBING CODE UNDERGROUND VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACUUM VARIABLE AIR VOLUME VELOCITY VENTILATION FAN VENT THROUGH ROOF VOLUME VOLTS /PHASE /HERTZ WITH WITHOUT WET BULB WATER CLOSET WALL CLEAN OUT WATER GAUGE WATER TANK WEIGHT WATER MV u 4 GATE VALVE RELIEF VALVE CHECK VALVE BUTTERFLY VALVE �] VENTURI FLOW METER AUTOMATIC FLOW CONTROL VALVE FLEXIBLE CONNECTION IN PIPING L7 AUTOMATIC CONTROL VALVE - THREE WAY (ELECTRIC OPERATOR SHOWN) BALANCING /MEASURING VALVE BALL VALVE AUTOMATIC AIR VENT (AAV) MANUAL AIR VENT (MAV) PRESSURE GAGE THERMOMETER SIGHT GLASS GAS REGULATOR GAS COCK PUMP WATER METER -0 FCO FLOOR CLEANOUT (FCO) WCO WALL CLEANOUT (WCO) 0 VTR VENT THRU ROOF FLOOR DRAIN FLOOR SINK POINT OF CONNECTION TO EXISTING DRAWING SYMBOLS NORTH NORTH ARROW COLUMN GRID SYMBOLS PLUMBING CALCULATIONS 2006 UPC PLUMBING CODE 10/30/2003 1) 0 b PLUMBING LEGEND TOTALS 4 SYMBOL DESCRIPTION ws rrs cwF CWF ..-- ® - ----oa 0 MM cxe C R r ---- 1M- FRc- FCC- FDCr -- Fs - -Fs if C IIPo PR FR C 0— v Y PER TABLE 7 -3 AND TABLE A -2 6.5 NEW PLUMBING (HEAVY LINE) EXISTING PLUMBING (LIGHT LINE) WATER SERVICE COLD WATER FILTERED COLD WATER (ABOVE FLOOR /GRADE) HOT WATER (ABOVE FLOOR /GRADE) (120'%% F TEMPERED WATER IF NOT INDICATED OTHERWISE) HIGH TEMP HOT WATER 160' OR AS INDICATED HOT WATER CIRCULATING WASTE (ABOVE FLOOR) PIPING WASTE (BELOW FLOOR) PIPING VENT ACID WASTE STORM WASTE (BELOW FLOOR) GREASE WASTE GARAGE DRAIN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSOR WATER SUPPLY CONDENSOR WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN FIRE DEPARTMENT CONNECTION FIRE SERVICE WET FIRE PIPING LOW PRESSURE GAS MEDIUM PRESSURE GAS PROPANE RAIN LEADER OVERFLOW LEADER PUMPED PIPING NON POTABLE WATER FLOW ARROW CAP OR CLEANOUT PIPE UP PIPE DOWN PIPE TEE UP PIPE TEE DOWN 45' DEGREE ELBOW 90' DEGREE ELBOW ECCENTRIC REDUCER 4 WAY TEE TEE UNION FUNNEL WYE STAINER WITH CAPPED HOSE END BLOWDOWN VALVE BALANCING VALVE PRESSURE REDUCING VALVE (PRV) AUTOMATIC CONTROL VALVE - TWO WAY (ELECTRIC OPERATOR SHOWN) � 4.125 � 9 4 P R A /P ? ‘ V 0 1;44 4 ISSUED FOR PERMT/OWNER REV Red Mango - Southcenter Mall HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Suite 1 Seattle, Washington, 98103 www. hvengineering. biz Phone: (206) 706 -9669 Fax: (206) 706 -1830 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA I 08004 t 425.4632000 f 425.4832002 MulvannyG2.com i BRIAN ROETCISOENDER, ENGINEER I EXPIRES 12/01/08 PM: (DAM: TVO PLUMBING LEGEND NOTES AND SCHEDULES AN it'll Ismved. No pmk a/ El dement ow to npioir ea In my tun v by .y ern alas madden In wing *in 1Mdr.uy0¢ .u.. 0 DATE DESCRIPTION '.- :, a .... ' 3 :, 7 lid rrn ' A 'nn I LU L. I LUUi1 PEL - II CENTER GENERAL PLUMBING NOTES 1 THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 INSTALL ALL WASTE UNE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE: A. 3" WASTE PIPE - 3" CLEANOUT WITH 2.5" PLUG B. 4" WASTE PIPE -- 4" CLEANOUT WITH 3.5" PLUG C. 6" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG 3 WASTE, VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE AS SHOWN ON PLUMBING FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE PIPING SIZES SHALL BE AS SHOWN ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT BE LESS THAN 2" DIAMETER. 4 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4" PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. IN NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1/8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT SLOPES SHALLOWER THAN 1/4" PER FOOT. PIPING INSTALLED AT 1 /8 " /FT SHALL BE RESIZED PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW. 5 PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB /SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS. 6 SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH-IN DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK. 7 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE PLUMBING FIXTURES AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVATIONS. 8 PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. COORDINATE FLOOR DRAINS FOR MECHANICAL SPACES WITH MECHANICAL EQUIPMENT BEING SERVED. 9 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 10 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC). 11 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 12 SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING EQUIPMENT TO STRUCTURE AS REQUIRED BY CODE. REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL SPECIAL REQUIREMENTS RELATED TO THE PLUMBING INSTALLATION. 13 ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT. COORDINATE LOCATION AND SIZE WITH ARCHITECT. 14 INSULATE PIPING PER WSEC, TABLE 14 -6 AND PER DIVISION 15 SPECIFICATIONS (WHICHEVER IS GREATER). 15 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 16 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL. 17 IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 18 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 19 PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS. 20 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY BE REQUIRED. 21 COORDINATE ALL PLUMBING WORK WITH ARCHITECTURAL DRAWINGS. 22 PATCH ALL FLOOR, WALL, CEILING AND ROOF OPENINGS CREATED /CAUSED BY THE DEMOLITION OF EXISTING PIPES, FIXTURES, ETC IN ACCORDANCE WITH DIVISION 1 OF THE SPECIFICATIONS 23 WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE. 24 PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS IDENTIFIED IN GENERAL CONTRACTOR'S SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL. 25 LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. 26 SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND AS REQUIRED IN THE SPECIFICATIONS. 27 ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND FOR CONTACT WITH THE PIPING MATERIAL CONTRACTORS AND TRADES SHALL VERIFY COMPATIBILITY OF THEIR PRODUCTS WITH THE PIPING SYSTEMS. THIS INCLUDES, BUT IS NOT UMITTED TO, FIRE STOPPING SEALANTS, FIRE STOPPING COLLARS, VIBRATION ISLOATION ELEMENTS, THERMAL INSULATION, EXPANSION JOINTS AND ANY MATERIAL IN CONTACT WITH PIPES. 28 ALL WORK SHALL COMPLY WITH LANDLORD /MALL STANDARDS AND MALL MECHANICAL OUTLINE SPECIFICATION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THESE STANDARDS AND FOR FOLLOWING THEM. ABBREVIATIONS AC ABV AD AV AW AFC AFF AFG AFUE AHU AL APPROX ARCH ATMOS BATT BDD BF BFC BHP 131 BLDG BOO BTU BTUH CFM CHAR CHEM CHWS CHWR CLG CO CONC CONN CPLG CS CSC CSO CV CW CRD DET DIA DIM DISCH DI DMPR DN DP DR DWG EA EAT ECC ECON EER EF EFF EG EL ELEC AIR CONDITIONING ABOVE ACCESS DOOR ACID VENT ACID WASTE ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANNUALIZED FUEL EFFICIENCY AIR HANDLING UNIT ALUMINUM APPROXIMATELY ARCHITECTURAL ATMOSPHERE BATTERY BACK DRAFT DAMPER BLIND FLANGE BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCLINED BUILDING BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CUBIC FEET PER MINUTE CHARACTERISTICS CHEMICAL INJECTION CHILLED WATER SUPPLY CHILLED WATER RETURN CEILING CLEAN OUT CONCRETE CONNECT OR CONNECTION COUPLING CARBON STEEL CARSEALED CLOSED CARSEALED OPEN CONSTANT VOLUME COLD WATER CEILING RADIATION DAMPER DETAIL DIAMETER DIMENSION DISCHARGE DUCTILE IRON DAMPER DOWN DIFFERENTIAL PRESSURE DRAIN DRAWING EACH ENTERING AIR TEMPERATURE ECCENTRIC ECONOMIZER ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENT, EFFICIENCY EXHAUST GRILLE ELEVATION ELECTRICAL EQUIP EQUIPMENT ET ELECTRIC TRACED EXIST, (E) EXISTING EXH EXHAUST EXT EXTERIOR FH FD FF FLGD FLR FCO FPM FLTR FOF FPI FSK FT FV FW FPTU G GALV GEN GFI GR GPM GV GW GWR GWS HP HPFS HR HTG HT HVAC HW HWC HWS HWR IA ID IE IH IN INFO INST INSUL INV IRR IW JAN JANITOR KW KWH LAT LB LC LF LOC LVG MATL MAX MPG MA MBH FAHRENHEIT FIRE DAMPER OR FLOOR DRAIN FINISHED FLOOR FLANGED FLOOR FLOOR CLEAN OUT FEET PER MINUTE FILTER FACE OF FLANGE FINS PER INCH FOIL SKRIM KRAFT LINED DUCT (SPUNSTRAND) FEET, FOOT FACE VELOCITY FEED WATER FAN POWERED TERMINAL UNIT GAS GALVANIZED GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GRILLE GALLONS PER MINUTE GATE VALVE GRAY WATER (NON POTABLE) GLYCOL WATER RETURN GLYCOL WATER SUPPLY HORSE POWER HIGH POINT FINISHED SURFACE HOUR HEATING HEIGHT HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATING HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN INSTRUMENT AIR INSIDE DIMENSION INVERT ELEVATION INSULATION HOT INCH, INCHES INFORMATION INSTRUMENT INSULATE, INSULATION INVERT IRRIGATION (NON POTABLE) INDIRECT WASTE KILOWATT KILOWATT HOUR LEAVING AIR TEMPERATURE POUND LOCKED CLOSED LINEAL FEET LOCATION LEAVING MATERIAL MAXIMUM MEDIUM PRESSURE GAS MIXED AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MCC MCA MAT MAX MECH MFR MED MH MIN MISC NA NC NIC NO NG NTS OC OSA OAT OA OD OPP OV OCP P PD PERF PF PH PJ PLCS PNL POC PRV PS PSV QTY QUANTITY R RA RED REQD RR RJ RET RC RPM RWL SS SA SCHED SECT SEER SVC SHT SD SL SV SW STA STD SF SFD MOTOR CONTROL CENTER MAXIMUM CIRCUIT AMPS MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MANUFACTURER MEDIUM MANHOLE MINIMUM, MINUTE MISCELLANEOUS NORTH, NEUTRAL NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NUMBER OR NORMALLY OPEN NATURAL GAS NOT TO SCALE ON CENTER OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE AIR OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY OVER CURRENT PROTECTION PUMP PRESSURE DROP PERFORATED PRE FILTER PHASE PUSH ON JOINTS PLACES PANEL POINT OF CONNECTION PRESSURE REDUCING VALVE PIPE SUPPORT PRESSURE SAFETY (RELIEF) VALVE RELIEF RETURN AIR REDUCER REQUIRED REMOVE AND RELOCATE RESTRAINED JOINTS RETURN RETURN GRILLE REVOLUTIONS PER MINUTE RAINWATER LEADER SANITARY SEWER OR STAINLESS STEEL SUPPLY AIR SCHEDULE SECTION SEASONAL ENERGY EFF. RATIO SERVICE SHEET SMOKE DETECTOR SOUND LINING SOLENOID VALVE SOCKET WELD STATION STANDARD SUPPLY FAN SMOKE /FIRE DAMPER S.1.0. SHT SP SPEC SR SS SYS STAT TEMP TD TDH TEMP THRU TSTAT TYP TRU UL UNO UV UMC UP UBC UPC UG V VAC VDC VD VAC VAV V F VTR VOL V /PH /HZ W/ W/O WB WC WCO WG WT WT WTR, W SUPPLIED AND INSTALLED BY OWNER/ (OTHER) SHEET STATIC PRESSURE SPECIFICATION SUPPLY REGISTER STAINLESS STEEL SYSTEM THERMOSTAT TEMPERATURE TEMPERATURE DIFFERENTIAL TOTAL DYNAMIC HEAD TEMPORARY THROUGH THERMOSTAT TYPICAL TERMINAL REHEAT UNIT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNIT VENTILATOR UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE UNIFORM BUILDING CODE UNIFORM PLUMBING CODE UNDERGROUND VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACUUM VARIABLE AIR VOLUME VELOCITY VENTILATION FAN VENT THROUGH ROOF VOLUME VOLTS /PHASE /HERTZ WITH WITHOUT WET BULB WATER CLOSET WALL CLEAN OUT WATER GAUGE WATER TANK WEIGHT WATER MV u 4 GATE VALVE RELIEF VALVE CHECK VALVE BUTTERFLY VALVE �] VENTURI FLOW METER AUTOMATIC FLOW CONTROL VALVE FLEXIBLE CONNECTION IN PIPING L7 AUTOMATIC CONTROL VALVE - THREE WAY (ELECTRIC OPERATOR SHOWN) BALANCING /MEASURING VALVE BALL VALVE AUTOMATIC AIR VENT (AAV) MANUAL AIR VENT (MAV) PRESSURE GAGE THERMOMETER SIGHT GLASS GAS REGULATOR GAS COCK PUMP WATER METER -0 FCO FLOOR CLEANOUT (FCO) WCO WALL CLEANOUT (WCO) 0 VTR VENT THRU ROOF FLOOR DRAIN FLOOR SINK POINT OF CONNECTION TO EXISTING DRAWING SYMBOLS NORTH NORTH ARROW COLUMN GRID SYMBOLS PLUMBING CALCULATIONS 2006 UPC PLUMBING CODE 10/30/2003 1) 0 b PLUMBING LEGEND TOTALS 4 SYMBOL DESCRIPTION ws rrs cwF CWF ..-- ® - ----oa 0 MM cxe C R r ---- 1M- FRc- FCC- FDCr -- Fs - -Fs if C IIPo PR FR C 0— v Y PER TABLE 7 -3 AND TABLE A -2 6.5 NEW PLUMBING (HEAVY LINE) EXISTING PLUMBING (LIGHT LINE) WATER SERVICE COLD WATER FILTERED COLD WATER (ABOVE FLOOR /GRADE) HOT WATER (ABOVE FLOOR /GRADE) (120'%% F TEMPERED WATER IF NOT INDICATED OTHERWISE) HIGH TEMP HOT WATER 160' OR AS INDICATED HOT WATER CIRCULATING WASTE (ABOVE FLOOR) PIPING WASTE (BELOW FLOOR) PIPING VENT ACID WASTE STORM WASTE (BELOW FLOOR) GREASE WASTE GARAGE DRAIN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSOR WATER SUPPLY CONDENSOR WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN FIRE DEPARTMENT CONNECTION FIRE SERVICE WET FIRE PIPING LOW PRESSURE GAS MEDIUM PRESSURE GAS PROPANE RAIN LEADER OVERFLOW LEADER PUMPED PIPING NON POTABLE WATER FLOW ARROW CAP OR CLEANOUT PIPE UP PIPE DOWN PIPE TEE UP PIPE TEE DOWN 45' DEGREE ELBOW 90' DEGREE ELBOW ECCENTRIC REDUCER 4 WAY TEE TEE UNION FUNNEL WYE STAINER WITH CAPPED HOSE END BLOWDOWN VALVE BALANCING VALVE PRESSURE REDUCING VALVE (PRV) AUTOMATIC CONTROL VALVE - TWO WAY (ELECTRIC OPERATOR SHOWN) � 4.125 � 9 4 P R A /P ? ‘ V 0 1;44 4 ISSUED FOR PERMT/OWNER REV Red Mango - Southcenter Mall HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Suite 1 Seattle, Washington, 98103 www. hvengineering. biz Phone: (206) 706 -9669 Fax: (206) 706 -1830 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA I 08004 t 425.4632000 f 425.4832002 MulvannyG2.com i BRIAN ROETCISOENDER, ENGINEER I EXPIRES 12/01/08 PM: (DAM: TVO PLUMBING LEGEND NOTES AND SCHEDULES PIPE INSULATION SCHEDULE FLUID DESIGN OPERATING TEMP. DEG. F. INSULATION CONDUCTIVITY NOMINAL PIPE DIA. (IN . CONDUCTIVITY RANGE BTU IN. /(H *FT" 2 DEG F) MEAN RATING TEMP. DEG. F RUNOUTS ** UP TO 2 1 and less > 1 to 2 > 2 to 4 > 4 to 6 > 6 HEATING SYSTEMS (STEAM, STEAM CONDENSATE AND HOT WATER) NOMINAL INSULATION THICKNESS ABOVE 350 0.32 -0.34 250 1.5 2.5 3 3.5 '°. L°M�U)� ro to 251 -350 0.29 -0.31 200 1.5 2 2.5 3.5 201 -250 0.27 -0.30 150 1 1.5 J r 2 2 141 -200 0.25 -0.29 125 0.5 1.5 1.5 1.5 105 -140 0.24 -0.28 100 0.5 1 1 1.5 DOMESTIC AND SERVICE HOT WATER SYSTEMS 105 AND GREATER I 0.24 -0.28 r 100 I 0.5 I 1 I 1 1 1.5 1 1.5 I 1.5 COOLING SYSTEMS (CHILLED WATER, BRINE AND REFRIGERANT) 40 -55 0.23 -0.27 75 0.5 0.5 0.75 1 1 1 Below 40 0.23 -0.27 75 1 1 1.5 1.5 1.5 1.5 ** RUNOUTS TO INDIVIDUAL TERMINAL UNITS NOT EXCEEDING 12 FT IN LENGTH. INSULATION REQUIREMENTS SHALL COMPLY WITH THE ABOVE REQUIREMENTS, GOVERNING ENERGY CODE AND AS SPECIFIED, WHICHEVER IS GREATER. REUSE OF DOCUMENTS VERIFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, Iwd. BAR MEASURES ONE INCH OJ ORIGINAL DRAWING d� 1" IF NOT ONE INCH ON THIS DI ,AWING, ADJUST SCALES A .CORDINGLY. a PLUMBING SPECIFICATION GENERAL SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. SITE EXAMINATION THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASME, ASTM, UL, NEMA, ANSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER. PERMITS AND FEES THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. WARRANTY THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. HANGERS & SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR HIS EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1 -1/4" AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN 1 -1/4" AND AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. EXECUTION INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1 -1/2 ". WELD PIPING USE LEAD FREE SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. PROVIDE J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM -BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEALANT MATERIAL. UNDERGROUND WATER AND SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. LOCATE SHUT -OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. INSULATION PIPING PROVIDE THERMAL INSULATION ON ALL DOMESTIC HOT WATER AND COLD WATER PIPING. USE SELF - SEALING CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH MANUFACTURE APPROVED ADHESIVES, SEALERS, AND COATINGS FOR ABOVE GRADE PIPING. ALL MATERIALS USED SHALL NOT EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTED, OR 50 FOR SMOKE DEVELOPED. BELOW GRADE HEATING WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION. INSULATION REQUIREMENTS SHALL COMPLY WITH THE 2004 WASHINGTON STATE ENERGY CODE, TABLE 14 -6. SAFETY COVERS INSTALL SPECIFIED NO -SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED PIPING. Di056415 Red Mango - Southcenter Mall HV Engineering, Inc. Consulting Engineers CD 7100 Linden Ave. N. Suite 1 q Seattle, Washington, 98103 w hvengineering. biz Phone: (206) 706 -9669 Fax: (206) 706 --1830 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425A632000 I t 425A632002 MulvannyG2.com 1 EXPIRES 12/01/08 PM: MA TVO PLUMBING SPECIFICATIONS & SCHEDULES ISSUED FOR PERMT/OWNER REVIEW P00.02 o 10amily02 Mad= AINOlesrnd Itprtdfidmumit/who np ducedIn.w*Ima rd prniroe In wing nom Iidnrng02 AwiioYw. A DATE DESCRIPTION h kit [ I LUUti PERkuf; 9 CENTER PLUMBING SPECIFICATION GENERAL SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. SITE EXAMINATION THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASME, ASTM, UL, NEMA, ANSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER. PERMITS AND FEES THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. WARRANTY THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. HANGERS & SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR HIS EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1 -1/4" AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN 1 -1/4" AND AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. EXECUTION INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1 -1/2 ". WELD PIPING USE LEAD FREE SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. PROVIDE J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM -BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEALANT MATERIAL. UNDERGROUND WATER AND SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. LOCATE SHUT -OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. INSULATION PIPING PROVIDE THERMAL INSULATION ON ALL DOMESTIC HOT WATER AND COLD WATER PIPING. USE SELF - SEALING CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH MANUFACTURE APPROVED ADHESIVES, SEALERS, AND COATINGS FOR ABOVE GRADE PIPING. ALL MATERIALS USED SHALL NOT EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTED, OR 50 FOR SMOKE DEVELOPED. BELOW GRADE HEATING WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION. INSULATION REQUIREMENTS SHALL COMPLY WITH THE 2004 WASHINGTON STATE ENERGY CODE, TABLE 14 -6. SAFETY COVERS INSTALL SPECIFIED NO -SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED PIPING. Di056415 Red Mango - Southcenter Mall HV Engineering, Inc. Consulting Engineers CD 7100 Linden Ave. N. Suite 1 q Seattle, Washington, 98103 w hvengineering. biz Phone: (206) 706 -9669 Fax: (206) 706 --1830 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425A632000 I t 425A632002 MulvannyG2.com 1 EXPIRES 12/01/08 PM: MA TVO PLUMBING SPECIFICATIONS & SCHEDULES ISSUED FOR PERMT/OWNER REVIEW P00.02 REUSE OF DOCUMENTS VERIFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HERIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0 1" IF NOT ONE INCH ON THIS DRAWING. ADJUST SCALES ACCORDINGLY. FIELD VERIFY SERVICE POINTS OF SEE SHELL DRAWING FURTFIER ALL EXISTING CONNECTION. M2.1 -2 FOR INFORMATION CO 4" SANITARY WASTE 4'" SANITARY WASTE (E) 4" SANITARY WASTE (E) 3" VENT UP 3" VENT ei rtK „i • i "CW UP h "CW TO WATER FILTER & THEN TO IM -1 3" UP /TAIL PIECE TO FLOOR SINK (TYP) PROVIDE 4 TRAP (TYP.) 4" SANITARY WASTE 1 LEVEL TWO FLOOR PLAN - PLUMBING SCALE: An = 1 D" LEVEL ONE FLOOR PLAN - PLUMBING SCALE: 1/" = 1'0" GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS & LOCATIONS OF PLUMBING PIPING CONNECTION POINTS & INVERTS. SHEET NOTES Ki:: PROVIDE INDIRECT WASTE TO FS -1 4 "UP TO FCO 3"' VENT PROVIDE COMBINATION WASTE AND VENT SYSTEM PER UPC SECTION 910.0 AND APPENDIX B. OBTAIN APPROVAL FROM AHJ PRIOR TO START OF ANY WORK. �CO Yq. "WATER METER MOUNT ON WALL WITH UNISTRUT PER LANDLORD AND DISTRICT STANDARDS BFP -1 REDUCED PRESSURE BACKFLOW PREVENTOR (BFP) MOUNT ON WALL, INDIRECT WASTE TO MS -1 BALL SHUT -OFF VALVE TYP. PROVIDE WATER PROOF FLOOR PENETRATION PER MALL STANDARDS (E) 3" VENT UP (E) " CW 02.0 io[7411, ■COi SCALE: NONE NOT TO SCALE rH� WATER METER /SERVICE DETAIL WATER FILTER INSULATE CW& HW PIPING (TYP). FIELD VERIFY EXACT LOCATION OF POINT OF CONNECTION. SEE SHELL DRAWWING M2.1 -2 FOR MORE INFORMATION. 4" WILKINS 500 PRESSURE REDUCING VALVE )4" �• JrCW TO TENANT FIXTURES (SEE PLAN) FLOOR 2ND FLOOR DOMESTIC WATER RISER DIAGRAM 4" SCALE: NONE HOT WATER TANK DETAIL SCALE: NTS 3" VENT FIELD VERIFY EXACT LOCATION OF POINT OF CONNECTION AND ELEVATION PRIOR TO START OF ANY WORK. SEE SHELL DRAWWING M2.1 -2 FOR MORE INFORMATION. (E) 4" WASTE T&P RELIEF VALVE WITH OUTLET PIPED FULL SIZE TO FS -1 VIA AIR GAP — / [ 4 » HW TO SINKS 4"DRAIN OUTLET PIPED FULL SIZE TO FS -1 VIA AIRGAP PROVIDE 2" GALVANIZED DRAIN PAN WITH 2" DRAIN TO FLOOR SINK 3" UP /TAIL PIECE TO FLOOR SINK (TYP) PROVIDE 4" TRAP (TYP-) FCO 71 WASTE & VENT RISER DIAGRAM tos • PROVIDE COMBINATION WASTE AND VENT SYSTEM PER UPC SECTION 910.0 AND APPENDIX B. OBTAIN APPROVAL FROM AHJ PRIOR TO START OF ANY WORK. Red Mango - Southcenter Mall HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Suite 1 S eattle, Washington, 98103 www. hvengineering. biz Phone: (206) 706 -9669 Fax: (206) 706 -1830 1110 112Th AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 1425A:132000 I 1' 425A632002 MulvannyG2.ccm I I i BRIAN ROETCISOENDER, ENGINEER I EXPIRES 12/01/08 PM: ORAW : TVO PLUMBING FLOOR PLANS AND DETAILS ISSUED FOR PERMT/OWNER REVIEW P02.01 AI r0hY � No FM dile &am.r rely w modnord In owl= arby wry rrr.r■nt p.ewirn In mac frm lAukuiriGNANKIrcnia A DATE DESCRIPTION Fa 71 7011A .t—d eLu92 , %.rEtl P E.I` FIELD VERIFY SERVICE POINTS OF SEE SHELL DRAWING FURTFIER ALL EXISTING CONNECTION. M2.1 -2 FOR INFORMATION CO 4" SANITARY WASTE 4'" SANITARY WASTE (E) 4" SANITARY WASTE (E) 3" VENT UP 3" VENT ei rtK „i • i "CW UP h "CW TO WATER FILTER & THEN TO IM -1 3" UP /TAIL PIECE TO FLOOR SINK (TYP) PROVIDE 4 TRAP (TYP.) 4" SANITARY WASTE 1 LEVEL TWO FLOOR PLAN - PLUMBING SCALE: An = 1 D" LEVEL ONE FLOOR PLAN - PLUMBING SCALE: 1/" = 1'0" GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS & LOCATIONS OF PLUMBING PIPING CONNECTION POINTS & INVERTS. SHEET NOTES Ki:: PROVIDE INDIRECT WASTE TO FS -1 4 "UP TO FCO 3"' VENT PROVIDE COMBINATION WASTE AND VENT SYSTEM PER UPC SECTION 910.0 AND APPENDIX B. OBTAIN APPROVAL FROM AHJ PRIOR TO START OF ANY WORK. �CO Yq. "WATER METER MOUNT ON WALL WITH UNISTRUT PER LANDLORD AND DISTRICT STANDARDS BFP -1 REDUCED PRESSURE BACKFLOW PREVENTOR (BFP) MOUNT ON WALL, INDIRECT WASTE TO MS -1 BALL SHUT -OFF VALVE TYP. PROVIDE WATER PROOF FLOOR PENETRATION PER MALL STANDARDS (E) 3" VENT UP (E) " CW 02.0 io[7411, ■COi SCALE: NONE NOT TO SCALE rH� WATER METER /SERVICE DETAIL WATER FILTER INSULATE CW& HW PIPING (TYP). FIELD VERIFY EXACT LOCATION OF POINT OF CONNECTION. SEE SHELL DRAWWING M2.1 -2 FOR MORE INFORMATION. 4" WILKINS 500 PRESSURE REDUCING VALVE )4" �• JrCW TO TENANT FIXTURES (SEE PLAN) FLOOR 2ND FLOOR DOMESTIC WATER RISER DIAGRAM 4" SCALE: NONE HOT WATER TANK DETAIL SCALE: NTS 3" VENT FIELD VERIFY EXACT LOCATION OF POINT OF CONNECTION AND ELEVATION PRIOR TO START OF ANY WORK. SEE SHELL DRAWWING M2.1 -2 FOR MORE INFORMATION. (E) 4" WASTE T&P RELIEF VALVE WITH OUTLET PIPED FULL SIZE TO FS -1 VIA AIR GAP — / [ 4 » HW TO SINKS 4"DRAIN OUTLET PIPED FULL SIZE TO FS -1 VIA AIRGAP PROVIDE 2" GALVANIZED DRAIN PAN WITH 2" DRAIN TO FLOOR SINK 3" UP /TAIL PIECE TO FLOOR SINK (TYP) PROVIDE 4" TRAP (TYP-) FCO 71 WASTE & VENT RISER DIAGRAM tos • PROVIDE COMBINATION WASTE AND VENT SYSTEM PER UPC SECTION 910.0 AND APPENDIX B. OBTAIN APPROVAL FROM AHJ PRIOR TO START OF ANY WORK. Red Mango - Southcenter Mall HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Suite 1 S eattle, Washington, 98103 www. hvengineering. biz Phone: (206) 706 -9669 Fax: (206) 706 -1830 1110 112Th AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 1425A:132000 I 1' 425A632002 MulvannyG2.ccm I I i BRIAN ROETCISOENDER, ENGINEER I EXPIRES 12/01/08 PM: ORAW : TVO PLUMBING FLOOR PLANS AND DETAILS ISSUED FOR PERMT/OWNER REVIEW P02.01 SYMBOL LEGEND RECEPTACLE OUTLETS LIGHTING OUTLETS FB SINGLE DUPLEX •?° DOUBLE DUPLEX I© SINGLE SPECIAL PURPOSE I@ DUPLEX OUTLET ON DEDICATED CIRCUIT 10 DOUBLE DUPLEX OUTLET ON DEDICATED CIRCUIT IC) SWITCHED RECEPTACLE ill FLUSH FLOOR OUTLET BOX © TELEVISION . TELEPHONE A TELEPHONE /DATA 0 JUNCTION BOX WITH BLANK COVER 1:Ig)T TIMER - CONTROLLED RECEPTACLE FOR COFFEE MAKER 0 SURFACE MOUNTED DOWNLIGHT Q RECESSED DOWNLGHT a D PENDANT FIXTURE OR CHANDELIER D Q WALL MOUNTED FIXTURE OO RECESSED EMERGENCY EGRESS FIXTURE OR NIGHT UGHT (NL) I I SURFACE FLUORESCENT TUKWILA, WA L....---- 1 RECESSED FLUORESCENT Applicant Address: 10614 BEARDSLEE BLVD, STE C, BOTHELL, WA 98011 I •1 PENDANT FLUORESCENT I-ol FLUORESCENT OPEN STRIP E_ = = >> UNDERCOUNTER FLUORESCENT 4 [M 1 °'4 ¶ RECESSED FLUORESCENT CONNECTED TO EMERGENCY CIRCUIT EXIT LIGHT (CEILING OR UNIVERSAL MOUNT) EXIT LIGHT (WALL MOUNT) DUAL HEAD EMERGENCY EGRESS FIXTURE TRACK LIGHT SWITCH OUTLETS S SINGLE -POLE S DOUBLE -POLE 53 THREE -WAY S4 FOUR -WAY SD DIMMER S OCCUPANCY SENSOR Sp PILOT- LIGHTED S KEY - OPERATED Sly LOW VOLTAGE S MASTER ❑ PUSHBUTTON Q CEILING MOUNTED OCCUPANCY SENSOR ❑ ABBREVIATIONS CKT CIRCUIT C.O. CONDUIT ONLY AL ALUMINUM CU COPPER REC RECEPTACLES LTS UGHTS GFCI GROUND FAULT CIRCUIT INTERRUPTER (R) REMOVE EXISTING XFMR TRANSFORMER GND GROUND LCP LIGHTING CONTROL PANEL NL NIGHT LIGHT PP POWER POLE WP WEATHER PROOF EXTG EXISTING P.O.S. POINT OF SERVICE CLG CEILING TTB TELEPHONE TERMINAL BOARD (E) EXTG. TO REMAIN (RE) RELOCATED EXISTING U.O.N. UNLESS OTHERWISE NOTED DE DRINKING FOUNTAIN PANELBOARDS, SWITCHES & EQUIPMENT 1 CIRCUIT BREAKER PANEL /// • SWITCHBOARD OR MOTOR CONTROL CENTER I: TERMINAL CABINET D1 DISCONNECT SWITCH 01 FUSED DISCONNECT SWITCH ® .1 COMB. STARTER & DISCONNECT SWITCH 0 FAN CONNECTION EQUIPMENT CONNECTION 0 MOTOR CONNECTION E: MULTI- OUTLET PLUG -IN ASSEMBLY (SEE NOTES) *Fs) FIRE SMOKE DAMPER CONNECTION ADDITIONAL SYMBOLS CIRCUITING Mowed x Area WIRING CONCEALED IN CLG. OR WALL - - - WIRING CONCEALED IN FLOOR -III- NO. OF CONDUCTORS -is-- BRANCH CIRCUIT HOME RUN � II GROUNDING ELECTRODE -LV- LOW VOLTAGE lI CIRCUIT WITH ISOLATED GROUND Interior Lighting Summary LTG -INT 2007 Washington State Nonresidential Energy Cade Compliance Forms Revised -July 2007 Project Info Project Address RED MANGO SOUTHCENTER Date 11/6/2007 #FC1 6 633 SOUTHCENTER PKWY For Building Department Use KVA TUKWILA, WA Applicant Name: CASE ENGINEERING Applicant Address: 10614 BEARDSLEE BLVD, STE C, BOTHELL, WA 98011 Applicant Phone: 425- 402 -9400 LOAD DESCRIPTION CKT. NO. Project Description NEW CONSTRUCTION 0.6 0.2 0.2 1.0 1.0 5.0 5.0 0.7 0.7 0.9 0.6 0.3 5.0 5.0 24.0 LTS -BACK BAR LTS -SIGNS LTS -SIGNS SPARE SPARE YOGART MACHINE -10 YOGART MACHINE -10 SPARE WATER HEATER -4 Compliance Option LIGHTING POWER ALLOWANCE 208 Maximum Allowed Lighting Wattage (Interior) 66.6 Location Occupancy Description Mowed W /SF Area in ft2 Mowed x Area 115 RETAIL 1.50 344 NEMA 5 -15P 516 2 YOGURT MACHINES 115 1 NEMA 5-15P 15 1 REFRIGERATED TOPPING BAR H 1 4.5 0.9 NEMA 5 -15P 16 2 0.0 ** From Table 15 -1 (over) -- document all exceptions on form LTG -LPA Total Allowed Watts Proposed Lighting Wattage (Interior) 1 516 0.2 NEMA 5 -15P Location Fixture Description # of Fixtures W /Fixt W Proposed 57 Ll -CANOPY MTD LINEAR FLUORESCENT 3 19 FLUID COOLING SYSTEM T2 -TRACK LOW VOLTAGE (300W TRANSFORMERS) 3 1 50 450 25 1 REFRIGERATOR 27" 115 1 NEMA 5 -15P 26 REMARKS: CONNECTED LOAD: 50.2 KVA 139 AMPS DEMAND LOAD: KVA AMPS 115 1 NEMA 5 -15P Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 507 PANEL SCHEDULE NUMBER P1 LOCATION: BACKBAR AREA SERVING: LTS, REC AND EQUIP 208Y/120 VOLTS 3 PHASE 4 WIRE 200 AMP with MAIN LUGS Cam N0. LOAD DESCRIPTION KVA kVA TYPE KVA LOAD DESCRIPTION CKT. NO. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 REC - GENERAL REC- POS -16 REC- POS -16 REC - REFRIG 27" AND 48" -25,26 REC-ICE MAKER-9 YOGART MACHINE -10 YOGART MACHINE -10 FLUID COOUNG SYSTEM FLUID COOUNG SYSTEM SPARE SPARE 0.6 0.2 0.2 1.0 1.0 5.0 5.0 0.7 0.7 0.9 0.6 0.3 5.0 5.0 24.0 LTS -BACK BAR LTS -SIGNS LTS -SIGNS SPARE SPARE YOGART MACHINE -10 YOGART MACHINE -10 SPARE WATER HEATER -4 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 WATER HEATER 208 3 66.6 DIRECT 9 1 ICE MAKER 115 1 NEMA 5 -15P 10 2 YOGURT MACHINES 115 1 NEMA 5-15P 15 1 REFRIGERATED TOPPING BAR H 1 4.5 0.9 NEMA 5 -15P 16 2 POS TERMINAL 115 1 0.2 NEMA 5 -15P 17 2 SOFT SERVE FREEZER (BLENDER) 208 1 (2) DIRECT 18 2 FLUID COOLING SYSTEM 115 1 (2) DIRECT 25 1 REFRIGERATOR 27" 115 1 NEMA 5 -15P 26 REMARKS: CONNECTED LOAD: 50.2 KVA 139 AMPS DEMAND LOAD: KVA AMPS KITCHEN EQUIPMENT SCHEDULE ITEM NO. QTY. DESCRIPTION ELECTRICAL OUTLET VOLT PH FLA kVA TYPE 4 1 WATER HEATER 208 3 66.6 DIRECT 9 1 ICE MAKER 115 1 NEMA 5 -15P 10 2 YOGURT MACHINES 115 1 NEMA 5-15P 15 1 REFRIGERATED TOPPING BAR 115 1 4.5 0.9 NEMA 5 -15P 16 2 POS TERMINAL 115 1 0.2 NEMA 5 -15P 17 2 SOFT SERVE FREEZER (BLENDER) 208 1 (2) DIRECT 18 2 FLUID COOLING SYSTEM 115 1 (2) DIRECT 25 1 REFRIGERATOR 27" 115 1 NEMA 5 -15P 26 1 REFRIGERATOR 48" 115 1 NEMA 5 -15P 6 NORTH 1 ST FLOOR LIGHTING PLAN /, SCALE: 1 /4" = 1' -0" SIGN LOAD SUMMARY (PER NEC 220 CATEGORIES) PANEL P1 DESCRIPTION CONNECTED LOAD -kVA DEMAND FACTOR DEMAND kVA LOAD AMPS LIGHTING RECEPTACLES - RECEPTACLES - MOTORS LARGEST MOTOR HEATING COOLING KITCHEN TOTAL SPECIFIC USE GENERAL USE ** LOAD 1.8 24.0 1.0 0.0 0.0 0.0 1.4 22.0 50.2 *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA * *DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT 1.25 1.00 * 1.00 1.25 1.00 1.00 0.65 2.3 24.0 1.0 0.0 0.0 0.0 1.4 14.3 6 67 3 0 0 0 4 40 43.0 119 208Y/120V 3PH, 4W 1 ST FLOOR POWER /COMMUNICATIONS PLAN SCALE: 1 /4" = 1' -0" P1- 11,13,1 17,19,21 NORTH TO EXISTING 200A /200AF DISCONNECT SWITCH IN LANDLORD'S METER ROOM. r 2 1/2 "C - 4 #250 kCMIL AL & 1#4 AL GND RED MANGO KIOSK RISER DIAGRAM NOT TO SCALE 7 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION INTERIOR L1 CANOPY MOUNT LINEAR FLUORESCENT INSIGHT LINEA SERIES T2 TRACK LIGHT WITH 300W REMOTE TRANSFORMER MP LIGHTING DR83 SERIES LAMP (1) F14T5 PER 4' -0" (1) 50W NFL WATTS /FIXT 19 300 bob--ocies Sheet Title: red Project Title: ELECTRICAL PLANS Designed By: MSC Drawn By: CJP Project No: Date: Sheet Number: [EXPIRES 5/19/09 I FEB 21 2008 ° ; 9 CENTER 7128 11/07/07 E1 ango CASH: PF ENGINEERING Consulting Electrical Engineers 10614 Beardslee Blvd., Suite C Bothell, Washington 98011 Phone: 425- 402 -9400 Fax: 425 -402 -9402 RED MANGO #FC16 633 Southcenter Pkwy Tukwila, WA