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HomeMy WebLinkAboutPermit M08-269 - OLD SPAGHETTI FACTORY69g 09I BLS Ad }flLNTEDIIJX1OS OOTL A OIDVI IJJ2HVdS UTLO Parcel No.: 2623049081 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: doc: IMC -10/06 CityOf 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 17100 SOUTHCENTER PY TUKW WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: BOB MARTIN Address: 0715 SW BANCROFT ST , PORTLAND OR Contractor: Name: AIR 1 HEATING INC Address: 20825 SR 410E #536 , BONNEY LAKE WA Contractor License No: AIR1H1H9950QG Value of Mechanical: 110,000.00 Type of Fire Protection: SPRINKLERS Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat /Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial MECHANICAL PERMIT OLD SPAGHETTI FACTORY 17100 SOUTHCENTER PY SUITE 160 , TUKWILA WA DESCRIPTION OF WORK: PROVIDE ROOFTOP GAS PACK UNITS, ALL DUCTWORK, GRILLS, KITCHEN & BATH FANS, HOOD CONNECTIONS (GREASE AND VAPOR), THERMOSTATS, MAKEUP AIR UNIT, CONTROLS, STARTUP & BALANCE. EOUIPMENT TYPE AND QUANTITY 3 3 0 0 2 0 6 0 0 0 4 4 2 1 * * continued on next page ** M08 -269 Permit Number: M08 -269 Issue Date: 03/06/2009 Permit Expires On: 09/02/2009 Phone: Phone: 503 - 225 -0433 Phone: Expiration Date: 11/07/2009 Fees Collected: $1,295.00 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 6 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 03 -06 -2009 Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied 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 mechanical permit. Signatur Print Name: doc: IMC -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • Permit Number: M08 -269 Issue Date: 03/06/2009 Permit Expires On: 09/02/2009 �Uu\ Date: 1)24 Q4IL ed thi permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Date: 3 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. M08 -269 Printed: 03 -06 -2009 Parcel No.: 2623049081 Address: Suite No: Tenant: doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17100 SOUTHCENTER PY TUKW OLD SPAGHETTI FACTORY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 14: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: AU 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Readily accessible access to roof mounted equipment is required. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. M08 -269 ISSUED 11/06/2008 03/06/2009 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: 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. M08 -269 Printed: 03 -06 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 17: Local U.L. central station supervision is required. (City Ordinance #2051) 18: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 19: All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 20: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 21: 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) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 25: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 26: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 27: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) doc: Cond -10/06 M08 -269 Printed: 03 -06 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • 28: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 29: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 30: 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) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10106 * * continued on next page ** M08 -269 Printed: 03 -06 -2009 • • 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 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 construction or the performance of work. Signature: Date: r Print Name: 1 n C. Lc) \/1 So,— doc: Cond -10/06 M08 -269 ordinances governing or local laws regulating Printed: 03 -06 -2009 Company Name: Mailing Address: 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 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 ** King Co Assessor's Tax No.: �,tp 2 �Li� co 91 r / 'S Site Address: � /100 T�C.� 'f� _ ®® SO v' �Q� Suite Number: / (p 0 Floor: It Tenant Name: 0 1x1T AJA-770,t14-L/ The ,00 sin 6 (1/2 New Tenant: cif Yes ❑ ..No Property Owners Name: to /G PiOP ifEt V /3 5 P -I Mailing Address: �J� ' �IA-CE J_t7 FaLf/(,(E CONTACT PERSON. Who do we contact when your permit is ready. to be issued" Name: 803 mmeniti / I Mailing Address: 0715 SW ej'z ,Q E -Mail Address: /3CeN Q 7' I &Sri not calp. CDM GENERAL: CONTRACTOR INFORMATI'ON - q , (Contractor:inforination for Mechanical (pg;4) for Plumbing and Gas-Piping (pg 5)) Company Name: — 90 T -Se/./ Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD --All plans mu : wet stamped byArchitect of Record SceTT - +3 OS / I T E cru2e _ _P 2 54 S E. 302A47 zfibtj , OR 97Z1 V Contact Person: VC hhitiMoiuO E -Mail Address: :ref(' sea. llp C:dM °ENGINEER'OF RECORD. All:plansmust be wet stamped byEngineer ofRecord Company Name: r //VI`s /AJ& ..,zi/C- '' / Mailing Address: t') a/ir .P CS eV) ,5 SE:� 7r. �6 G(J,4 98709 City State Zip Day Telephone: 2O 2_ .PS - V.fit2 E -Mail Address: Fax Number: 20 6 2- 5- OG f g Page 1 of 6 s 3 30 2 Contact Person: c! /`ft/C c /L4O.P/C /S Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh a Mle t(d SI)aPhe - tea p RA-1 City Building Permit No: t p Mechanical Permit Plumbing /Gas Permit No. Public Works Permit No Day Telephone: City Fax Number: City Day Telephone: Fax Number: State (503) ZZS -0433 o e_ ci72--37 State Zip CfJ226 r ZI State Zip Zip t P 3)226 -5617 3) 22 - ,?7 / Valuation of Project (contractor's bid price): $ /. / M I Lc- i 0 it) Scope of Work (please provide detailed information): all/ LD m/f -or* 4 Gs /1 - 791, sd (,c > r/97/(17 7 /7 /rs1 i A / Co�Oe£D C�ylC�to �P - a�€2I / 7 , P G�Z oaY srirc L -j 1 Will there be new rack storage? ❑ Yes Q:\Applications\Forms- Applications On Line \3.2006 - Permit Application :doc Revised: 9-2006 bh Existing Building Valuation: $ o If yes, a separate permit and plan submittal will be required. ©vid+ All Building A of 93 bY 2965 V -op AZ 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [e No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper 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 • PUBLIC WORKS; PERMIT INFORMATION - 206 - 433 -0179 • Scope of Work (please provide detailed information): /U Nk - d /'t-I / O f - /� - roan e, 7`n? ) ek.1577n1 v t'c-/ ry ,crVgS. 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 ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention Fire Protection _ Irrigation Domestic Water 1> Q:Wpplications\Forms- Applications On LineU -2006 - Permit Application.doe Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 • tlease; refer to- Public Works,Bulletin #1 forrfees aniiestiinafeslieet. Wa r District [< Tukwila ❑...Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Se r District [, Tukwila ❑... ValVue ❑ .. Renton ❑ ...Sewer Use Certificate ❑...Sewer 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. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use – Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑...Traffic Impact Analysis ❑ ...Hold Harmless – (SAO) ❑...Hold Harmless – (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: ❑ ...Sewer ❑ ...Sewage Treatment �. ' Name: LL Mailing Address: () 7/ S 5(A) �E3r I )/ t tS Day Telephone: ( -5— 07 J-3 Q2 eZ4S ae. 7Z3 j City State Zip Water Meter Refund/Billing: Name: .S,47 £ %1 6 Day Telephone: Mailing Address: City State Zip Page 3 of 6 UA - lai 0 ..' ` . :Qty4 , � itTyj a :. Qty . it Type: "Ut' ,Qty,,; BotlefiC,oiil ,, . ( ty' Furnace <100K BTU 3 Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU 3 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 //JJ �J' Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Z Hood and Duct 4 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator Domestic Other Mechanical Equipment WdJ i` Air Handling Unit <10,000 CFM Incinerator— Comm/Ind / MECHANICAL- PERMIT'INFOR1 'iATION - . 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION / Company Name: — k��.� 5 7' – Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 'r PO 00 0 Scor a of W rk (please provide detailed information � � rea /l 6,95,,itcx thy/7s: ad/ /. /kV 1 /. yr �/1/ YI� -� Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....Er ... Replacement .... ❑ Fuel Type: Electric [ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: QMpplications\Fonns- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bit Page 4 of 6 Fixturetfypei` m R u . Qty?, a Fixture Type: k d , . Qty Fixture Type: v' 'Qty Fixture Typed P• „ . i _„ 'Qtyl'g Bathtub or combination bath/shower Drinking fountain or water cooler (per head) /• Wash fountain Gas piping outlets ig- Bidet / Food-waste grinder, commercial Receptor, indirect waste �/ Clothes washer, domestic /' Floor drain /S Sinks / 0 Dental unit, cuspidor - Shower, single head trap - ' Urinals 2 Dishwasher, domestic, with independent drain Lavatory 7 Water Closet Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and /or vent i Additional medical gas inlets/outlets - six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 7 Repair or alteration of water piping and/or water treating equipment 7 Repair or alteration of drainage or vent piping / Medical gas piping system serving one to five inlets /outlets for specific gas Q:WpplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 'PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: NOS Sc>RE — Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ + / - R x'00 0 —7S,UD0 !t lUf, DOD Cm/ Valuation of Gas Piping work (contractor's bid price): $ /4 Scope of Work (please provide detailed information): /AS*” n44( It/ a...et e s'ewet f rev ,..?-e. .h54/4? /'- s; i•2s ,k(/ sv/ � 79c),..? g)./Ls j ,, All " 4_ i m *, ,., .. 141, 4 A _ /L � i Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 'PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. BUILDIN Signature: Print Name: Mailing Address: 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. der C- .s� Date Application Expires: g- - 7 Date Application Accepted: t (n Q:1Applications'Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bit City Date: r ;, v 2' Day Telephone: �/ 22-5 State Staff Initials: Zip we. Page 6 of 6 Payee: OSF INTERNATIONAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1315 1,036.00 ACCOUNT ITEM LIST: Description MECHANICAL - 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.: 2623049081 Permit Number: M08 -269 Address: 17100 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 11/06/2008 Applicant: OLD SPAGHETTI FACTORY Issue Date: Receipt No.: R09 -00046 Payment Amount: $1,036.00 Initials: WER Payment Date: 01/09/2009 03:30 PM User ID: 1166 Balance: $0.00 Account Code Current Pmts 000.322.102.00.0 1,036.00 Total: $1,036.00 1378 01/1 9707 TOTAL 11055.50 104 doc: Receiot -06 Printed: 01 -09 -2009 Receipt No.: R08 -03703 Payee: OSF INTERNATIONAL 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.: 2623049081 Permit Number: M08 -269 Address: 17100 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 11/06/2008 Applicant: OLD SPAGHETTI FACTORY Issue Date: Payment Amount: $259.00 Initials: WER Payment Date: 11/06/2008 02:49 PM User ID: 1655 Balance: $1,036.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1314 259.00 Account Code Current Pmts 000/345.830 259.00 Total: $259.00 doc: Receiot -06 Printed: 11 - - 2008 COMMENTS: 4.\.k-rake , e 5 S J0c.J4 /- .DpidJP_ -(e 0,1 2r() 'S / Tt6, 6, 6 ,& e c J , X IA 4-1,0 A • 1(-E c 7T- S /t p p , 0 X; (j I Tt Li C Date Wanted: G . i /3¢(AS4ee... I(. 9 a /` pi eJe -k i i -v ST . e`.jam 4/)414 r v A 2(o7N 1 i a .. Project: am.' (- d 16 SSA clam.' Type of Inspectig�?� , -51-U- v lie ec. �' Address: tri ro Se- Ar � Date Card: 6', J G{ ,& e c J , Special Instructions: Date Wanted: G . i c4,03.0 p.m. Requester: Phon e�o 3 _ v A 2(o7N • Approved per applicable codes. a INSPECTION RECORD Retain a copy with permit /kit oe -VD? INSPECTION NO. PEr IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Corrections required prior to approval. Inspe d Date: / l s, 1 El $60.00 REINSPECT! EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcel#er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDiao t4elije COMMENTS: / Type of Inspectio M e2.1" - RJtr 6j �{�� — ..A3 A P.c 0r t `S P Cte . fly ■ •\ Sit A , A 0 n�K4At (fie 1---af 5:1_ -,)! Special Ins /// Date Wanted: J ',..)/ � ' a p.m. Requester: () r.. (e._.6,/ k TA Phone No: Project: n l Q .5p tk-G tte'kr (-A 1, / Type of Inspectio M e2.1" - RJtr 6j Address: n 0 5e pAN. �'47 Date Called: Special Ins /// Date Wanted: J ',..)/ � ' a p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. Inspgetor: xit4 -261 Date: / _ _ ❑ $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: of +0 *L h t)1/ Type of ,Inspection: I .'/� � 7�SJiA il- Address: ' 0r?(o0 Sc- / 4fI 4 Date Cal el, _4 0,--, . L, l' ,A.) ,.r� Special Instructions: j Phone / i . Date Wanted: (4 v g p:m. Requester: 03 " r 7 0 2-q 0 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ('- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: (Date: El $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: 01 SpAGffFt f , Typeggf Inspection: / CovgGL 3t Mec,A Address: 19/0 SC P A JK() Date Called: Special Instructions: f ✓e., l H 615t-le-1" Date Wanted: e - O P.m. Requester: Phone No: 5 - '72.d- 2Cv'70 -44 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (200131 -3670 ❑ Approved per applicable codes. Ma ?- Z Corrections required prior to approval. COMMENTS: lusT- reJ 4(Li Inspect Date: / ,/ 9 U $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: COMMENTS: , }g. e 1) // m' 4 4 - " m- )fS C/# f L-/ S - +/i i A/09, . i .5/,5k ( - ? flat —t0 �A f , � w / � j good 1))1€ — R — ,A -- *OV- Special Instructions: -5, f S& /41 / ' Ns f o r71vt., & i‘"?.5:6 7 /41 led 44' 7 -0, Phone No: Project: C Lb s6 � e Type of Inspection: A eDif 4 — ;\•■ Address: /7 /easel �A f , � w / � j Date Called: Special Instructions: Date Wanted: -- 2 O — O, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. f spect (Receipt No.: /A.o1err .00 REINSPECTION F aid at 6300 Southcente Corrections required prior to approval. Date: S- a 0 '� E REQJ IRED. Prior to inspection, fee must be Blvd., Suite 100. Call to schedule reinspection. 'Date: Project: - OkD SPAG4Plr Type of Inspectio : "sb+y Ci \.. , Address: ^^ nn f f r 7 16.∎+ P r Datewanted: J'�/(C-" Date Called: rte"_` Special Instructions: . 5 -( Cl ca,iy. -0 / P.m. Requester: 1 Phone N_o '7 -Z670 Approved per applicable codes. Avg -2d 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • � 6300 Southcenter Blvd., #100,.Tukwila, WA 98188 (206)431 3670 El Corrections required prior to approval. COMMENTS: _ 4 El 0.00 REINSPECTION E REQ TRED. Prior to inspection, fee must be aid at 6300 Southcenter lvd., S uite 100. Call to schedule reinspection. (Receipt No.: 'Date: • COMMENTS: (A -1 A A /r A( 0'c (,)J u p A -ZZ- — P\s L)\ M, �j 1 I � �- z ���. r�, / et Mn.s - L c_ � DIP' r Address: t Y f p tJ.4iDate Called: Special Instructions: • / / Date Wanted: ? r - O t, i \: . Pro ect: - Ow S0 I Type of Inspection: 0 L i/ C l JO, ik•■e e. ,2„ Address: t Y f p tJ.4iDate Called: Special Instructions: • / / Date Wanted: ? r - O ,a�m.� Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit M D & -V ? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 4. El $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: T11 COMMENTS: 1 1 �/ / ,� odd 1'�U -'G/ V 4✓, _ _ f .L le Jr__, `I ()/c lb r` Ou (j S Date Called: Special Instructions: UC _ / j Y- q ,,,� ��99 *A-4 f 3 t J ✓ /1 J C h l d iC Ar A l C , U 1 /., - -T ( ? . Phone No: „,6 Z26-6Z j i i (l 44 `N 6U. AX0.- .A-f i i Project /) S?46 7?Z Type of Inspection: , .1 M' 4- ,mot., Address: /7/ 5e1V/4/V '/ PI Date Called: Special Instructions: UC _ / j Y- q ,,,� ��99 *A-4 f 3 t J ✓ /1 J C h Date Wanted: 9_ j .. 615- p.m. Requester: Phone No: „,6 Z26-6Z j i 44 `N 6U. AX0.- .A-f INSPECTION NO. INSPECTION RECORD Retain a copy with permit -2& PERMIT NO./ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector Corrections required prior to approval. 1 o ,Date: 1S 4)1 ❑ $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: I / 2 SA/9 �t 1on: Type of Inspection: 0) , Address: /7 /e1, 5 Called: At) Special Instructions: Date Wanted: . � a Requester: Phone 22 7 Yf 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: p 0 is 70 T_ nISTiG 4 C., - ? - 95 nspector: eceipt No.: !Date: PERMIT NO. (206)431 -3670 REINSPECTION FEE ` QUIRED. P or to inspectiortfee must be at 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. Project: - rye.. r3 ; ci 5 ' -f; ^ , .c-1 ,d ,i Type of Inspection: / 01,./.0," e 4- Address: ,` 7/ Suite #: u / t c . - 1/ - 7-r. * ' 4 Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: / Sprinklers: Fire Alarm: / Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - r 4./G: u� PERMIT NUMBERS Corrections required prior to approval. COMMENTS: /41'C' c, vi f'1 12 ✓ r T - Inspector: Date: ( f Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: C h—I ) fa, k) *,_ ,,,. r=,, . i Type of Inspection: Address: 1 i 0 Suite #: ca c, 411c c- ; +, . , Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: / Sprinklers: '4m t; Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: / Occupancy Type: I I INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS rk East, Tukwila, Wa. 98188 206- 575 -4407 Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: i o . r.r r Inspector: Date: H rs.: HOOD INFORMATION: HOOD 1 192 "L X 54 "W X 24 "H HOOD 2 200 "L X 54'W X 24 "H HOOD 3 72 "L X 48"W X 20 "H BACK OF HOOD 2 3/4" MIN. 560 LBS 560 LBS 150 LBS NOTE: PROVIDE DIAGONAL SEISMIC BRACING AT FRONT CORNERS OF ALL HOODS. BRACING TO OCCUR IN BOTH DIRECTIONS, TYP. TOTAL OF (4) BRACES (2 IN EACH DIRECTION) SUPPORT AT 6 LOCATIONS SUPPORT AT 6 LOCATIONS SUPPORT AT 4 LOCATIONS P1000 BRACE TYPICAL HOOD BRACING DETAIL 1/2 "0 SIMPSON "STRONGBOLT" SPECIAL INSPECTION REQUIRED. UNISTRUT P1843 (OPTION P1186/P1546) UNISTRUT P1843.(TYP) (OPTION P1186/P1546) 1 1/2" = 1' -0" 0826- HOODBRACING -01 COMPOSITE DECK, ORIENTATION VARIES 1 MIN 2 MAX !.r 2 3/4" MIN. 7 FRONT EDGE II: OF; HOOD COUPLING NUT 1/2" 0 HANGER ROD AT 4 CORNERS OF HOOD AND MIDSPAN OF HOODS EXCEEDING 10' -0" LONG. SIMILAR BRACE OTHER DIRECTION. N) • 0o 180 Nickerson St. Suite y I N C. `� a Seattle, WA 1 .SOLD c� f f — c 7 T�._ _ ' � I iob 98109 Pro'ect: Date: r/ (206) 285 -4512 FAX: Client: Page Numb • (206) 285 -0618 Oa. r • <y ROk3L ; : &LoiV& : F'ustD2 . o SiSINZ _.. :._. • I 9 5 o J to Le SGc?/ to( 4'#$) . Structural Engineers U SE 0-.) 11,36 S `405 t 1 ek RP - h 6 Coto NL tT ovv TO S l.4� 7 7 0 - ' � q : _ 2c ( °� � � L Z.17 "4- . 1l ... izoz. _' A e ' o L.. - to', c' . _ roc.. N - - �, X3; , ;. � G.e� •'. , . C . 6ki a 110"' ' l e , it tivi U 1411. _ :. 1 N }-'Zo ,_ , t.,, .t..7(..tt _-_0 _ : CON -c - 'T %.Ou- . O - T x‘ moo... PoS u r3 L t ' . ' VIE: s c#01)Tia,c: 204 . >>_Is i,* $74eAg 2 istlet)t7• Pied"( Page 3 of 12 4.1.10 Structural Sand - lightweight Concrete: When anchors are used in structural sand - lightweight concrete, N N V and V must be multiplied by 0.60, in lieu of ACI 318 Section D.3.4. 4.2 Allowable Stress Design (ASD): 4.2.1 General: Design values for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC, must be established using the following relationships: Tallowabre,ASD = 4 N / a and where: T alrowable,ASD Varl owa ble,ASD ONa V alrowable,ASD - 4 Vn l a = Allowable tension load (lbf or N). = Allowable shear load (lbf or N). = The lowest design strength of an anchor or anchor group in tension as determined in accordance with ACI 318 Appendix D, Section 4.1 of this report, and 2006 IBC Section 1908.1.16, as applicable. (Ibf or N). = The lowest design strength of an anchor or anchor group in shear as determined in accordance with ACI 318 Appendix D, Section 4.1 of this report, and 2006 IBC Section 1908.1.16, as applicable. (lbf or N). a = A conversion factor calculated as a weighted average of the load factors for the controlling load combination. In addition, a shall include all applicable factors to account for non - ductile failure modes and required over - strength. An example calculation for the derivation of allowable stress design tension values is presented in Table 5. 4.2.2 Interaction of Tensile and Shear Forces: The interaction of tension and shear loads must be consistent with ACI 318 D.7 as follows: If T s 0 . 2 TalJoweble,ASD , then the full allowable strength in shear, Vane,,,able,ASD, must be permitted. If V,ppr,d s 0.2Vanowable,ASD, then the full allowable strength in tension, Tallowable,ASD, must be permitted. For all other cases: 7-applied / T anowable,ASD + Vapplied / Vallowable,ASD s 1.2. 4.3 Installation: Installation parameters are provided in Table 1 and in Figures 2 and 3. Anchor locations must comply with this report and the plans and specifications approved by the code official. The Strong- BoltTM must be installed in accordance with the manufacturer's published instructions and this report. Anchors must be installed in holes drilled into the concrete using carbide- tipped drill bits conforming to ANSI B212.15 -1994. The nominal drill bit diameter must be equal to the nominal diameter of the anchor. The minimum drilled hole depth must equal or exceed the specified embedment depth of the anchor. The drilled hole must be cleaned, with all dust and debris removed using pressurized air. The anchor, nut, and washer must be assembled so that the top of the nut is flush with the top of the anchor. The anchor must be driven into the hole using a hammer until the proper embedment depth is achieved. The nut and washer must be tightened against the ESR -1771 base material or material to be fastened until the appropriate installation torque value specified in Table 1 is achieved. For installation In the soffit of normal- weight or structural sand lightweight concrete over profile steel deck floor and roof assemblies, the hole diameter in the steel deck must not exceed the diameter of the hole in the concrete by more than '/ inch (3.2 mm). Installation torque values for anchors installed in the soffit of structural sand lightweight or normal - weight concrete over profile steel deck floor and roof as e s blies, must comply with values in Table 4. 4.4 Special Inspection: Installations must be made under special inspection in accordance with Section 1704.13 of the IBC and Section 1701.5.2 of the UBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, hole cleanliness, embedment depth, concrete type, concrete compressive strength, drill bit diameter, hole depth, edge distance(s), anchor spacing(s), concrete thickness, and tightening torque. 4.5 Jobsite Quality Assurance: Under the IBC, additional requirements as set forth in Sections 1705 and 1706 must be observed. 5.0 CONDITIONS OF USE The Simpson Strong -Tie Strong- BoltT"" Wedge Anchor described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The anchors must be installed in accordance with the manufacturer's published installation instructions and this report. In cases of a conflict, this report governs. 5.2 Anchor sizes, dimensions and minimum embedment depths are as set forth in the tables of this report. 5.3 The anchors must be installed in accordance with Section 5.1 of this report in cracked and uncracked normal- weight and structural sand lightweight concrete having a specified compressive strength, f' of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and in cracked and uncracked structural sand lightweight or normal - weight concrete over profile steel deck having a minimum specified compressive strength, P,, of 3,000 psi (20.7 MPa). 5.4 The value of f,, used for calculation purposes must not exceed 8,000 psi (55.2 MPa). 5.5 Strength design values must be established in accordance with Section 4.1 of this report. 5.6 Allowable stress design values are established in accordance with Section 4.2 of this report. 5.7 Anchor spacing and edge distance, as well as minimum member thickness, must comply with Tables 1 and 4, and Figure 3, of this report. 5.8 Prior to installation, calculations and details demonstrating compliance with this report must be submitted to the code official. The calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.9 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER (inch) 34 5 /s 5 /4 h„ 1 Anchor Category 1, 2 or 3 — 1 1 2 in. 2 Embedment Depth h in. 2 3 5 3 1 5'/ 1 6' / 4 1 5 1 7 5 Steel Strength in Shear (ACI 318 Section 0.6.1) 50 Pull -Out Resistance Cracked Concrete' Shear Resistance of Steel V lbf 6,560 10,475 19,305 Pull -Out Resistance Uncracked Concrete' 15,020 Strength Reduction Factor -Steel Failure 054 — 0.65 0.65 0.60 Vstdeck 0.65' Concrete Breakout Strength in Shear (ACI 318 Section D.6.2) ) 6,690 6,270 Nominal Diameter • de in. 0.5 0.625 0.75 1 Load Bearing Length of Anchor in Shear 1„ in. 2.2513.37514.00 2.7514.501 5.00 3.3751 5.00 1 6.00 4.501 8 Strength Reduction Factor - Concrete Breakout Failure Oa, — 0.70 Concrete Pryout Strength in Shear (ACI 318 Section D.6.3) Coefficient for Pryout Strength k — 1.01 2.0 Strength Reduction Factor- Concrete Pryout Failure 4,,,a - 0.70 Shear Strength for Seismic Applications (ACI 318 Section D.3.3.3) Shear Resistance of Single Anchor for Seismic Loads (P,, = 2,500 psi) V lbf 6,560 8,3809,715 10,47515,445117,30519,305 15,020 Strength Reduction Factor -Steel Failure 4)ea - 0.65 0.65 0.60 0.65 CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER (inch) 1 / 2 5 / : Embedment Depth h„ in. 29 4'/ 3 /e 5 Effective Embedment Depth het in. 2'/4 4 2 5 Installation Torque Tim, ft -Ibf 40 40 50 Pull -Out Resistance Cracked Concrete' N,„, lbf 1,335 1,905 2,835 3,665 Pull -Out Resistance Uncracked Concrete' Npr,,deck,uncr lbf ° , 2,610 3,780 4,885 Steel Strength in Shear Vstdeck lbf ( ) 6,690 6,270 8,865 Page 7 of 12 For SI: 1 Inch = 25.4 mm, 1 Ibf = 4.45 N. TABLE 3— STRONG- BOLTTM' CHARACTERISTIC SHEAR STRENGTH DESIGN VALUES' 'The information presented in this table must be used In conjunction with the design criteria of ACI 318 Appendix D. 2 The tabulated value of @.„ applies when the load combinations of Section 1605.2.1 of the IBC, Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used, the appropriate value of 4) must be determined in accordance with ACI 318 D.4.5. The 1/2 inch, 5 / 8 inch, and 1 inch diameter anchors are ductile steel elements as defined In ACI 318 D.1.1. The 3 / 4 inch diameter anchor is a brittle steel element as defined in ACI 318 Section D.1. 3 The tabulated value of 4)ee applies when both the load combinations of Section 1605.2.1 of the IBC„ Section 1612.2.1 of the UBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided or where pryout strength governs. For installations where complying supplementary reinforcement can be verified, the 4) factors described in ACI 318 Section D.4.4 for Condition A are allowed. If the load combinations of Section 1909.2 of the UBC or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met the appropriate value of 4) must be determined in accordance with ACI 318 Section D.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of 4) must be determined in accordance with ACI 318 Section D.4.5. 'The tabulated value of 4)ev applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided or where pryout strength governs. For installations where complying supplementary reinforcement can be verified, the 4) factors described in ACI 318 Section D.4.4 for Condition A are allowed. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 4) must be determined in accordance with ACI 318 D.4.5. 1� TABLE 4— STRONG -BOLT" CHARACTERISTIC TENSION AND SHEAR STRENGTH DESIGN VALUES 4/ FOR THE SOFFIT OF CONCRETE- FILLED PROFILE STEEL DECK ASSEMBLIES'' For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N -m, 1 lbf = 4.45 N. ESR - 1771 'Installation must comply with Section 4.3 and Figure 3. Except as specifically noted, all installations must be into the lower flute of the deck. 2 Profile steel deck must comply with Figure 3 and have a minimum base steel thickness of 0.034 inch. Steel must comply ASTM A 653 / A 653M, with minimum yield strength of 40 ksi (276 MPa). 3 The values must be used in accordance with Section 4.1.3 and 4.1.7.2 of this report. `The values must be used in accordance with Section 4.1.3 of this report. 5 The values must be used In accordance with Section 4.1.4 and 4.1.7.3 of this report. 6 Anchors may be Installed Into either the upper or lower flute of the steel deck. 'The minimum anchor spacing along the flute must be the greater of 3.0h or 1.5 times the flute width. Nominal Anchor Diameter (in.) Embed. Depth (in.) Effective Embed. Depth, h., (in.) Allowable Tension Load, WN„ /a (lbs.) 1/2 2 3/4 2 1/4 1,775 3 7/8 3 3/8 1,810 5 41/2 2,020* 5l8 3 3/8 2 3/4 2,400 51/8 41/2 3,185 61/8 51/2 3,205 3/4 4 1/8 3 3/8 2,760 5 3/4 5 3,500 7 1/2 6 3/4 4,500 1 51/4 41/2 3,110 9 3/4 9 3,600 Page 8 of 12 TABLE 5— EXAMPLE STRONG -BOLTm ALLOWABLE STRESS DESIGN TENSION VALUES FOR ILLUSTRATIVE PURPOSES 1,2.3,4.& &7. ,9 Design Assumptions: 1. Single anchor. 2. Tension load only. 3. Concrete determined to remain uncracked for the life of the anchorage. 4. Load combinations taken from ACI 318 Section 9.2 (no seismic loading). 5. 30 percent Dead Load (D) and 70 percent Live Load (L); Controlling load combination is 1.20+ 1.6L. Calculation of a based on weighted average: a = 1.20 + 1.6L = 1.2(0.3) + 1.6(0.7) = 1.48 6. Normal weight concrete with f = 2,500 psi 7. Co = Ca2 Cac 8. h r hmin 9. Values are for Condition B (supplementary reinforcement in accordance with ACI 318 D.4.4 is not provided.) ESR -1771 Illustrative Procedure (reference Table 2 of this report): Strong- BoltTM 1/2 inch (12.7 mm) diameter with an effective embedment, h 4'/2" Step 1: Calculate steel strength in tension in accordance with ACI 318 D.5.1; (PSaNsa = 0.75 x 13,500 = 10,125 lbs. Step 2: Calculate concrete breakout strength in tension in accordance with ACI 318 D.5.2; (PcbNcb = 0.65 x11,440 = 7,435 lbs. Step 3: Calculate pullout strength in tension per ACI 318 D.5.3; (QpNpn,uncr 0.65 x 4,600 = 2,990 lbs. Step 4: The controlling value (from Steps 1, 2, and 3 above) in accordance with ACI 318 D.4.1.2; (pN = 2,990 lbs. Step 5: Divide the controlling value by the conversion factor a as determined in footnote 5 and in accordance with Section 4.2.1 of this report: TaIlawable,ASD = (Nn/ti = 2,990 / 1.48 = 2,020 lbs. For single anchor and anchor groups, the edge distance, spacing and member thickness requirements in Table 1 of this report apply. Project Info j Projec Address OL 0 S 0.0.c. 14 �. -7-r► r—A C. ra,�� Date I7lop 5ocr1 CL•WM 0ki-v1F!vFYti lding lding Dept. Use Total CFM Applicant Name: Applicant Address; 2525 E flu Eta sHu- Pani 97d1k( 1 Applicant Phone: 5 -Itteo ._ 3(r Cooling Equipment Schedule ' . Equip. 'ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? HP /BHP SEER or Ea , aI1r,� G,9 , . cation *X GG°° . . is ��1 it '. ;., i �F Location of Service E � i t RECEIVED a ---4 ic+pr�,'ra r • AN 0 7 7i 1 1`1 PERMIT C�11TE It • , ‘t iy ist tik,m:;6a Heating Equipment Schedule �. /ill ` �')La ®��_ Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA cfm or Econo? �` Input Btuh - ? Output Btuh Efficiency° Fan Equipment Schedule Equip. ID Brand Name Model No. CFM • spt HP /BHP Flow Controls Location of Service RECEIVED a ---4 PERMIT C�11TE CITY OF TUKWILA - BUILDING DIVISION 06 Washington State Nonresidential Energy Code Compliance Form `Mechanical Summary 2000 weshington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. nF 8IBdes Plans 12 coo 11 T I rb J i a •roi)v �■ ►a ..J 17 -e5 rH J lL�i +J i FILE COPY Include documentation requiring compliant rtroit sFityg requirements, Section 1416. Revised July 2007 Compliance Option Simple System 0 CompleL System - l -- Systems Analysis ; - _ . _ _ . _ a (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for fuli'description of Simple System qualifications. If Heating /Cooling or Cooling Only: • Constant vol? • Air cooled? • Packaged sys? • <20,000 Btuh? 0 Split system? Economizer included? • If Heating Onl y: <70% outside air? <5000 cfm? ■ • CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance.Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type »4 r� ..•� - Referenc : �,,,F,ieat)ng�Oniy.� �ecticn 1421 No Yes – otal Ca . . wo economize <240,000 Btuh r 10%? Cooling g Only Simple System —♦ Allowed (section 1420) Reference Section 1423 Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. pi Use Complex Systems (section 1430) 2006 Washin . ton State Nonresidential Ener . Code Com • liance Form 'Mechanical Permit Plans Checklist j M -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Date (7 Si) 0 Sam C T2 K ]7x111 ILw ,e. ti 1 t -4 -p The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Revised July 2007 Project Address Applicability I Code (yes, no, n.a.) 1 Section Component 'Information Required Location Building Department on Plans Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance Y 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule NA 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls 1412.4.2 Optimum Start Indicate optimum start controls Y 1412.1 Temperature zones Indicate locations on plans is 1412.2 Deadband control Indicate 5 degree deadband minimum ., c I Seso N A 1412.3 Humidity control Indicate humidistat SoSb 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types rlr 2.. r I i2. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage I O Sc NA 1412.5 Heat pump control Indicate microprocessor on thermostat schedule rrA 1412.6 Combustion htg. Indicate modulating or staged control Y 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 114 , 0 1413 Air economizers fJ 0 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.1 Air Econo Operation Indicate 100% capability on schedule NA 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.3 Integrated operation Indicate capability for partial cooling sii t45o N !i 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems Y 1414.2 Duct insulation Indicate R -value of insulation on duct 1414.1 Duct sealing Indicate sealing necessary ►SO$ Q 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training ISo 1416.2.1 Commissioning Provide commissioning plan troio 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 15 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1500 1434 Separate air sys. Indicate separate systems on plans YIN i • la w2,2 Mechanical Summary Form Completed and attached. Equipment schedule with types, I input/output, efficiency, cfm, hp, economizer SERVICE WAl 1 R HEATING AND HEATED POOLS (Sections 1440 - 1454) /4 A iv A N 1440 1441 1442 1443 1452 1452 1453 Service water htg. Elec. water heater Shut -off controls Pipe Insulation Heat Pump COP Heater Efficiency Pool heater controls Indicate R -10 insulation under tank Indicate automatic shut -off Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency Indicate switch and 65 degree control to — o Ij 400 fSZSo RECE vEr 20 PERMIT CENTE I,� 2006 W ashin • on State Nonresidential Ener• Code Corn • liance Form M chanlcal Perrot Plans Checklist •._rte. - - - _.- - Revised :hiff 2007 2008 Washington State Noriresidenttal Energy Code Compliarrca Forms 1 ec anical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not.less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a produ ct covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (85 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Sery ice Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124.1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packag equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and co oling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full iced demands of 2 kW (6,828 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close au tomatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open 'upon loss of power) dampers. These dampers shall remain closed until activated by the fire a larm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 141[11 ventilation 'I ontrois for High - uccupancy, Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000'cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mech anical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculati on, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 248 -320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating 'Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadlabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS- 18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct well penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at stati c pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These re quirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimu m of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 W ashin • on State Nonresidential Ener• Code Corn • liance Form M chanlcal Perrot Plans Checklist •._rte. - - - _.- - Revised :hiff 2007 2008 Washington State Noriresidenttal Energy Code Compliarrca Forms 1 ec anical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not.less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a produ ct covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (85 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Sery ice Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124.1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packag equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and co oling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full iced demands of 2 kW (6,828 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close au tomatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open 'upon loss of power) dampers. These dampers shall remain closed until activated by the fire a larm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 141[11 ventilation 'I ontrois for High - uccupancy, Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000'cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mech anical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculati on, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 248 -320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating 'Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadlabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS- 18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct well penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at stati c pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These re quirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimu m of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated 2. Combustion air intakes. 2006 Washington State NonresidenttiithE fat *GFUopkameicEi Gmices to a minimu m of R -11 and any • 3. Gravity (nonmotorized) dampers are acceptable in buildings less exterior envelope surfaces per Chapter 13. Outside air ducts serving individual than 3 stories in height. supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) 4. Gravity ( nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. RECEIVEr NOV 062 PfiMIT CEIVTE TRANSMITTAL Date: December 17, 2008 To: Allen Johannessen / Plans Examiner City of Tukwila Building Division 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Ph: (206) 431 -3670 Job: 0826 The Old Spaghetti Factory Restaurant 17100 Southcenter Parkway, Suite 160 Tukwila, WA 98188 Permit #: M08 -269 Dear Mr. Johannessen, I am sending you the following clarifications and response to the Mechanical Plan Review letter dated November 20 2008. Review comment 1. Response: See hood support detail added to sheet 5/A4.01. (A copy of the detail and calculations are attached.) Review comment 2. "Provide an engineered design with detailed specifications for all Type -1 and Type -2 hoods to show how the hoods shall be seismically braced, supported and fastened to the structure above." M0.01 Schedules revised / corrected In addition to addressing the above listed plan review comments, the following sheets have been revised to provide additional clarification during bidding. Sincerely, Jeff Hammond Project Manager Scott I Edwards Architecture "The combustion air intake vents for the water heaters are shown terminating on the roof within approximately 8 feet of the grease exhaust fan. Please revise plan to show the intake vents relocated to a position on the roof a minimum of ten feet from the grease exhaust fan." Response: Combustion air intake vents have been relocated and a note was added stating required clearances to be maintained. See revised sheet M2.03. Thanks for our help and let me know wf you need anything else. 2525 E Burnside Street Portland, Oregon 97214 503.226.3617 phone 503.226.3715 fax architects @seallp.com r November 20, 2008 Bob Martin 0715 SW Bancroft St Portland, OR 97239 RE: CORRECTION LETTER #1 Development Permit Application Number M08 -269 Old Spaghetti Factory —17100 Southcenter Py, Ste 100 Dear Mr. Martin, This letter is to inform you of corrections that must be addressed before your mechanical pennit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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) 433 -7165. Sincerely, ifer rshall 't Technician File: M08 -269 P:\Pem* Center\Cor ection Letters\2008\M08 -269 Correction Ltr # 1. DOC jem • Ciy of f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 18, 2008 Project Name: Old Spaghetti Factory Permit #: M08 -269 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). Of applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide an engineered design with detailed specifications for all Type -1 and Type -2 hoods to show how the hoods shall be seismically braced, supported and fastened to the structure above. (IMC 506.3.3) 2. The combustion air intake vents for the water heaters are shown terminating on the roof within approximately 8 feet of the grease exhaust fan. Please revise plan to show the intake vents relocated to a position on the roof a minimum of ten feet from the greased exhaust fan. (IMC 506.3.3 & 710.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: M08 - 269 DATE: 12 -26 -08 PROJECT NAME: OLD SPAGHETTI FACTORY SITE ADDRESS: 17100 SOUTHCENTER PY, STE 160 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B Public Works Complete Comments: PLAN REVIEW /ROUTING SLIP •PERMIT COGR') (.#0 4 1 • Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete n Planning Division ❑ Permit Coordinator DUE DATE: 12 -30 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DATE: Not Approved (attach comments) ❑ DATE: n DUE DATE: 01-27-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: i I lit 66 Bull ing Di I Ion Public Works ❑ Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 o PER IT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 -269 DATE: 11 -06 -08 PROJECT NAME: OLD SPAGHETTI FACTORY SITE ADDRESS: 17100 SOUTHCENTER PY SUITE 160 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued rq Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: 11/18-03 Fire Prevention Planning Division Structural Incomplete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -11 -08 Permit Center Use Only ? INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Permit Coordinator Not Applicable ❑ No further Review Required DATE: Permit Center•Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 12 -09 -08 Not Approved (attach comments) DATE: NOV 24 2008 11:42 AM FR . .•, Date: 12 - 2. 3 ^ 0 8 City of Tukwila \application :Aoms - applications on I c\rcvisjon submittal Created: 8.13 -2004 Revised: Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: hap : / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner TO 5032283715 P.04 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: M08 -269 Ct1'V DEC 2 6 2008 ~ERMnT Correa Project Name: Old Spaghetti Factory Project Address: 17100 Southcenter Py, Ste 100 Contact Person: JEFF N A Mt1Q4 D Phone Number: So 3 -2 2(0 - ! Go I Summary of Revision: eD a e, A T TA c 14l: la revtA 11 ►Q �s Au1S 1'. UETTER, • AL.Soo maw 1a4S, F r a r 7 . . . - 12.G\!t5t=O . 4vA . Lb-) ir5► , rv1Atd -E ASR AAL At - )GE A ism r r woftK.. Sheet Number(s): A 4 .0 1 4 1A 0.0A 'i (`l Z .01', M Z'•A 2 t r-1.2..03 I 'M 3 401 r\ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �✓ Entered in Permits Plus on ** TOTAL PAGE.04 ** ti Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY Et INDEM CO 838083C 11/07/2005 Until Cancelled $6,000.00 11/07/2005 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 OHIO CAS INS CO BH052980074 06/28/2005 06/28/2009 $1,000,000.0005 /23/2008 Name Role Effective Date Expiration Date LOVISON, TODD AGENT 11/07/2005 LOVISON, TODD PRESIDENT 11/07/2005 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company AIR 1 HEATING INC 2532275433 20825 SR 410E #536 BONNEY LAKE WA 98391 PIERCE Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602554917 ACTIVE AIR1 H1 H950QG CONSTRUCTION CONTRACTOR 11/7/2005 11/7/2009 UNITEHC967KP SHEET METAL UNUSED Business Owner Information Bond Information Insurance Information S • Page 1 of 1 https: / /fortress.wa. gov /lni/bbip /detail. aspx ?License =AIR 1 H 1 H950QG 03/06/2009 1-1/2"x1-1/2" ANGLE TOP, BOTTOM AND CORNERS, WELDED CONSTRUCTION. RAIN SKIRT. BIRD SCREEN. ROOF CURB. AIR SPACE PER CODE. RATED ENCLOSURE. EXHAUST DUCT. ti GREASE EXHAUST DUCT 1 ROOF PENETRATION DISCHARGE NO SCALE SEE ARCHITECTURAL DRAWINGS FOR LEVELING CURB CONSTRUCTION. UPBLAST TYPE EXHAUST FAN. GREASE WATER DRAIN. SEE DETAIL A FOR ENLARGED VIEW. LEVELING CURB, CANT STRIP AND FLASHING BY OTHERS. ROOF. FIRE RATED ENCLOSURE BY GENERAL CONTRACTOR. AIR SPACE PER CODE. NO SCALE BIRDSCREEN 1/4"x1/4" MESH. COUNTERFLASHING. CURB. LAG BOLTS. 1 ON EACH SIDE. FLASHING. ROOFING. ROOF DECK. CANT STRIP. DISCHARGE HEIGHT TO BE AS DIRECTED BY LOCAL CODES. • CONSTRUCT GREASE HOOD EXHAUST DUCT OF 16 GAUGE GALVANIZED STEEL WITH CONTINUOUS WELDED SEAMS AND JOINTS. 2 GREASE HOOD ROOF EXHAUST FAN NO SCALE 3" OPENING e r, ROOFING. Nh7. N AIR SPACE CONTINUOUS WELD LIQUID TIGHT ALL AROUND. FLASHING. EXHAUST FAN. ROOF DECK. DOWN TO TYPE 1 HOOD. SEALANT (TYP.). 3 "x1 -1/2" IRON TUBE WELDED TO FRAME. EXHAUST DUCT, TYPE 1. 18 GAUGE GALVANIZED COUNTERFLASHING TO PROTECT AIRSPACE. 1 -1 /2 "x1 -1/2"x1/8" ANGLE IRON FRAME. ALL WELDED CONSTRUCTION. AIR INLET /OUTLET. 1/2" BIRDSCREEN WELDED TO FRAME. LAG BOLT. TYPICAL ONE PER SIDE. FLASHING. LEVELING CURB. FIRE RATED ENCLOSURE. MIN. 3 INCHES. 7 sio U r NOTE: COORDINATE SIZE AND LOCATION OF ROOF PENETRATION WITH GENERAL CONTRACTOR. COORDINATE ALL ROOFING AND CURB INSTALLATION WITH GENERAL CONTRACTOR. 3 ROOF EXHAUST FAN A 4 NOT USED NO SCALE FILE: 0497M3.01.DWG - M3.01 I EDIT: 12/23/2008 3:56 PM BY QUINLANB I PLOT: 12/23/2008 3 :57 PM BY QUINLAN BELOG BACKDRAFT DAMPER. DETAIL A NO SCALE DUCT SIZE AS NOTED ON PLANS. TRANSITION AS REQUIRED TO EF SIZE AS REQUIRED. PRE -FAB PIPE FLASHING. ALUMINUM PIPE COVER. LAP SEALANT. STAINLESS STEEL - CLAMPING STRAP. ROOF DECK. NOTE; USE ROOF MEMBRANE MANUFACTURER'S MATERIALS. PATCH AND REPAIR ROOF TO COMPLY WITH ALL ROOF WARRANTIES. 5 REFRIGERANT PIPING COVER PENETRATION NO SCALE 6 NOT USED NO SCALE 67 MIN. - fi e 6'I MIN— I RUBBER GASKET. PRE -FAB CURB BY AC -UNIT MANUFACTURER. NOTE: COORDINATE EXACT DETAIL WITH HVAC UNIT MANUFACTURER. SECURELY FASTEN CURB TO ROOF DECK AS REQUIRED PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. MAIN RECTANGULAR 8 BRANCH DUCT CONNECTION NO SCALE i s AU► nu • HVAC UNIT. 45' 7 AC UNIT CURB NO SCALE ti DIMENSION AS SHOWN ON PLANS. SUPPLY AIR RETURN /EXHAUST AIR SUPPORT CHANNEL - INTEGRAL TO AC UNIT. PROVIDE 8" WIDE x 8" LONG 16 GAUGE BENT SHEET METAL STRAP. SECURELY FASTEN TO CURB AND AC UNIT, PROVIDE ONE STRAP PER SIDE FOR UNITS UP TO 5000 LBS. AND TWO STRAPS PER SIDE FOR UNITS OVER 5000 LBS. FASTEN STRAP SECURELY TO CHANNEL AND TO NAILER STRIP. NAILER STRIP. FLASHING. RIGID INSULATION. ROOFING. CANT STRIP. LEVELING STRIP. ROOF DECK. ROOF FRAMING (COORDINATE WITH STRUCTURAL BEFORE ROUGH -IN). L r 1" DUCT LINER. PROVIDE WHERE INDICATED ON FLOOR PLAN OR SPECIFICATIONS BRANCH DUCT SUPPLY AIR FLOW, SHEET METAL BRANCH DUCT VOLUME DAMPER. PROVIDE WHERE INDICATED ON FLOOR PLAN OR SPECIFICATIONS. MAIN DUCT. NO SCALE EXHAUST t AIR. 37" INTAKE AIR. ' 12" MIN. ABOVE AVERAGE SNOW ACCUMULATION. 1 CLAMP. EXHAUST 4. AIR. 9 CONCENTRIC ROOF TERMINATION CEILING STRUCTURE. SPIRAL WOUND SUPPLY DUCT. 10 SUPPLY DUCT TAKE -OFF NO SCALE INTAKE AIR. FLASHING. SHEET METAL STRAP. I INTAKE i AIR. MEXDUO2A.dwg SUSPEND DUCTS WITH THREADED HANGER RODS AND CONNECT TO SHEET METAL HANGER STRAP. 30' OFFSET FROM HORIZONTAL. TAKE -OFF BOX TO BE SIZED SUCH THAT FACE GRILLE FITS FLUSH WITH EDGES OF TAKE -OFF BOX. SUPPLY REGISTER V Q CIT Y DEC 2 6 2008 PERMIT CENTER d f E N G I N E E R I N G Contact Jason Mooney Project 2008-0497 708 S.W. 3RD AVE., SUITE 400, PORTLAND, OR 97204 PIIONE 503.382.2266 FAX 503.382.2262 Job No: File Name: Date: Rev: arc lice 2929 1".=;:a t BurF3 = •I0 E. PoilIand, OR 97214 503.229.3617 ;ahon,a 503 7)9.371 1 5 fax 2. a7lp.G fli THE OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON DETAILS — HVAC 0826 NNW 12/17/08 / \ CITY REVIEW COMMENTS L L P Sheet No: M3.01 4 4. (i EMPLOYEE RESTROOM FAN ROOF CAP 0 C GEF -1 ON ROOF KGEF ON ROOF SCALE: 1 /4 " =1' —O" 1 ROOF PLAN - HVAC ELEVATOR MACHINE ROOM FAN ROOF CAP �1 GREENHECK GRS -8 ROOF CAP. PROVIDE ROOF CURB AND BIRD SCREEN. 0 DASHED LINE INDICATES MINIMUM EQUIPMENT CLEARANCE REQUIREMENTS. SHEET KEYNOTES r ub INTERFACE E N G I N E E R I N G 01'TY IA DEC 2 6 HUH PERMIT CENTER Contact Jason Mooney Project 2008 -0497 708 S.W. 3RD AVE., SUITE 400, PORTLAND, OR 97204 PHONE 503.382.2266 FAX 503.382.2262 arc 'leer 2162. t::2;31: f. ifrnuitde SL P0E'YIo0d, OR 37214 503.22v .36 i 7 ph0??O 503,2n.3715 f ax THE OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON ROOF PLAN - HVAC Job No: 0826 File Name: Date: 12/17/08 Rev: CITY REVIEW COMMENTS Sheet No: M2.03 L M P SR-1 TYP. 2 SR-1 TYP.3 SR-1 TYP. 22x12 22x26 I SR-1 TYP.2 12x6 SR-1 235 TYP, 2 •, .............. M3.01 111 CEILING 24x42 2815 22x36 10x10 4 7. L r Atp, ..... L. t NN. 4. , ;:4 4, 4 "4, 4:4'4 4, CD-1 AC —6 R\I IC AC— C) 8"0 SG-1 1 SECOND FLOOR PLAN - HVAC 0 2' 4' SCALE: 1/4"=1'-0" CEG-1 I 10"0 12x12 { CEG-1 CD-3 CD-3 ............ ............. —11 SHEET KEYNOTES 8x6 UP TO ROOF CAP. TERMINATE WITH GREENHECK GRS-8 OR EQUIVALENT. PROVIDE ROOF CURB. K EXHAUST IN 1—HR FIRE WRAP UP TO EF ON ROOF. ® UP TO MAU-1 ON ROOF. TRANSITION AT UNIT AS REQUIRED. UP TO UNIT ON ROOF. 0 14x8 UP TO EF-1 ON ROO SEE SHEET M2.01 FOR CONTINUATION. OFFSET RETURN RISER TO ALIGN WITH CONNECTION AT UNIT, TRANSITION AS REQUIRED. 0 10x10 UP TO ROOF CAP. TRANSITION AS REQUIRED. TERMINATE WITH GREENHECK GRS-10 ROOF CAP (OR EQUAL) WITH CURB. 0 INTERNALLY LINE SUPPLY AND RETURN RISERS, SAME SIZE AS UNIT CONNECTION. KI 4" EXHAUST VENT AND COMBUSTION AIR UP TO CONCENTRIC VENT AT ROOF. CONNECT AT WATER HEATER PER MANUFACTURER'S REQUIREMENTS. g EXPOSED SPIRAL LOCK SEAM DUCTWORK, PAINTED COLOR AS SELECTED BY ARCHITECT, g ROUTE DUCTWORK AT CLOSE TO CEILING AS POSSIBLE BETWEEN CEILING BEAMS. 10x10 UP TO ROOF INTAKE VENTILATOR. PROVIDE WITH 0.5"x0.5" WIRE MESH AT OPENING. 0 DUCT BRANCH SIZE TO BE THE SAME AS DIFFUSER CONNECTION SIZE. Cy FLOOR ksk4TRATION NEED TO BE SEALED WITH NON COMBU . fltiLE MATERIAL TO RESIST PASSAGE OF SMOKE PER IMC 607.3.2. O 12' ALUMINUM DUCT DOWN TO PASTA COOKER HOOD. O SMOKE SEAL AT SHAFT PENETRATION. O RETURN GRILLE FACING UP. MAINTAIN 12" CLEARANCE BETWEEN ROOF DECK AND RETURN GRILLE FACE. O 22x12 MITERED ELBOW, 22x26 MITERED ELBOW. • BACK TO BACK MITERED ELBOWS. TRANSITION TO DUCT DROP FROM AC UNIT. O 22x18 MITERED ELBOW. t it= INTERFACE ENGINEERING Contact Jason Mooney Project 2008-0497 708 S.W. 3RD AVE,, SUITE 400, PORTLAND, OR 97 PHONE 503.382.2266 FAX 503.382.2262 "8 I PHA arc itecture ■I■ Rev: 2525 . e .2 .esit Burnside Portland, OR 97214 503.229.3617 503.220.3715 fx soallp.com THE OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON .... ",,,• ,• • • • , Job No: 0826 File Name: VikqEMP_ Date: 12/17/08 ellY PERMIT CENTER L L P SECOND FLOOR PLAN - HVAC A CITY REVIEW COMMENTS Sheet No: M2.02 /7 / / NN 4. yN 12 "0 -4 1CD-1 / 1 465 ITIP. 5 26x10 Ogg CD-1 TYP. 3 24x12 (TYP.4) 24x12 c• 0 ( TYP.2 ) (TYP.4) 18x12 (TYP.) 10 0 -4 CD -1 290 TYP. 7 I 1. I j N'N,. 1. FILE: 0497M2.01.DWG — M2.01 1 EDIT: 12/23/2008 4:05 PM BY QUINLANB 1 PLOT: 12/23/2008 4 :08 PM BY QUINLAN BELOG j 2006 IMC 507.2.1.1 OPERATION. Type I Hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliance, by means of heat sensors or by means of other approved methods. 508.1 MAKEUP AIR. For mechanical makeup air systems, the exhaust and makeup air systems shall be electrically interlocked to insure that makeup air is provided when ever the exhaust system is in operation. Makeup air intake opening locations shall comply with Sections 401.4 and 401.4.1. SPECIAL INSPECTIONS FOR TYPE I MOOD & DUCT (RE: IBC 1704.13 Special Cases) Type I hood and tIucts shall be inspected by a special inspection agency. Grease duct and grease hood test shall comply with 2006 IMC 506.3.3.1 Grease Duct Test per Washington State Amendments, and IMC 507.7.1 Mood joints, seams and penetrations for Type I hoods. 1 FIRST FLOOR PLAN - HVAC 2 ' SCALE: 1/4"= —0" 8 TI ( l it A. TYPE 1 HOODS SHALL BE INSTALLED WITH THE MINIMUM 18" CLEARANCE TO COMBUSTIBLES. ALL PLUMBING AND ELECTRICAL PRODUCTS INSTALLED WITHIN 18" TO BE FABRICATED FROM NON COMBUSTIBLE MATERIALS. B. SEPARATE PERMIT WILL BE REQUIRED FOR THE KITCHEN HOOD, HOOD SUPPRESSION, AND SPRINKLER SYSTEMS. C. AC UNITS TO SHUT DOWN UPON SIGNAL FROM RESPECTIVE SMOKE DETECTOR. D. VERIFY AND COORDINATE SHUTDOWN SEQUENCE OF MAU -1, GEF -1, GEF -2, AND GEF -3 WITH DIVISION 16 AND AUTHORITY HAVING JURISDICTION. E. AIR DISTRIBUTION SYSTEMS SHALL BE EQUIPPED WITH SMOKE DETECTORS LISTED AND LABELED FOR INSTILLATION IN AIR DISTRIBUTION SYSTEMS. AS REQUIRED BY APPLICABLE CODES, SMOKE DETECTORS SHALL BE INSTALLED WITH NFPA 72, AND SHALL BE INSTALLED TO MONITOR THE ENTIRE AIRFLOW CONVEYED BY THE SYSTEM. ACCESS SHALL BE PROVIDED TO SMOKE DETECTORS FOR INSPECTION AND MAINTENANCE. ACTUATION OF A SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SIGNAL IN A LOCATION APPROVED BY THE AUTHORITY HAVING JURISDICTION. O 8x6 UP TO ROOF. TERMINATE WITH GREENHECK GRS -8 OR EQUIVALENT PROVIDE ROOF CURB AND BIRD SCREEN. K 14x12 CONNECTION A HOOD CONNECTION T EXHAUST FAN ON ROO REQUIRED AT FAN. DUCTWORK SHALL BE CONTINUOUSLY WELDED 16 GA. STEEL FROM HOOD CONNECTION TO EXHAUST FAN. 1 HR FIRE WRAP DUCT (TYPICAL). • 1 • .••r Q 12x10 SUPPLY DUCT CONNECTION AT HOOD. BALANCE A\ EACH SUPPLY HOOD CONNECTION TO 375 CFM. 07 MAU RISER UP IN SHAFT TO MEZZANINE. O DUCT MOUNTED TEMPERATURE SENSOR. INTERNALLY LINED SUPPLY AND RETURN RISERS. SAME SIZE AS UNIT CONNECTION. GENERAL NOTES SHEET KEYNOTES 14x8 UP TO EF -1. TRANSITION AS REQUIRED. DISHWASHER AND PASTA COOKER EXHAUST DUCTWORK TO BE CONSTRUCTED OF STAINLESS STEEL OR 23- 1/2x15 -1/2 CONNECTION AT HOOD. BALANCE EXHAUST HOOD CONNECTION TO 4160 CFM. ROUTE UP TO EXHAUST FAN ON ROOF AND TRANSITION AS REQUIRED AT FAN. DUCTWORK SHALL BE CONTINUOUSLY WELDED 16 GA. STEEL FROM HOOD CONNECTION TO EXHAUST FAN. 1 HR FIRE WRAP DUCT (TYPICAL). 11 UP TO AC UNIT ON ROOF. 13 14x10 SUPPLY DUCT CONNECTION AT HOOD. BALANCE EACH SUPPLY HOOD CONNECTION TO 758 CFM. 14 DUCT BRANCH SIZE TO BE THE SAME AS OUTLET CONNECTION SIZE. (TYPICAL). 15 16x22 MITERED ELBOW. 16 22x22 MITERED ELBOW. 17 BACK TO BACK MITERED ELBOWS. TRANSITION TO AC DUCT DROP. n SEE SHEET M2.02 FOR MECHANICAL WORK. INTERFACE E N G I N E E R I N G Contact Jason Mooney Project 2008 -0497 708 S.W. 3RD AVE., SUITE 400, PORTLAND, OR 97204 PHONE 503.382.2266 FAX 503.382.2262 File Name: Rev: Sheet No: arc iletl 7. a2 f: mt Bunwikle f 4. i='orU an , OR 4 37214 503.22E:.3617 Ptho? ?o 5O3.22i3.375 fax THE OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON FIRST FLOOR PLAN — HVAC Job No: 0826 C%TY T Date: 12/17/08 DEC 2 6 2008 PERMIT CENTER A CITY REVIEW COMMENTS M2.01 LE.P AIR BALANCE SCHEDULE ECONOMIZER OPERATION U T SUPP ' AIR RET RN AIR 0 TS DE AIR E "Ai T AIR PRESS RE AC -1 2,960 0 2,960 0 2,960 AC -2 2,815 0 2,815 0 2,815 AC -3 3,065 0 3,065 2400 665 AC -4 1,825 5 1,820 1825 0 AC -5 2.850 0 2,850 0 2,850 AC -6 720 0 720 720 0 MAU -1 -- -- 3,000 0 3,000 GEF- -- -- -- -4,160 -4,160 GEF - -- -- -- -2,165 -2,165 GEF -3 -- -- -_ - 2,165 -2,165 EF -1 -- -- -- -615 -615 EF-2 --- -- -- -- -- -- _ -1,200 -640 -1,200 -640 EF -3 EF -4 -- -- -- -90 -90 EF -5 -- -- -- -90 -90 EF -6 -- -- -- -220 -220 TOTAL BUILDING PRESSURIZATION 945 AIR BALANCE SCHEDULE UNIT SUPPLY AIR RETURN AIR OUTSIDE AIR EXHAUST AIR PRESSORE AC -1 2,960 0 2,960 0 2,960 AC -2 2,815 495 2,320 0 2,320 AC -3 3,065 965 2,100 1,000 0 0 2,100 1,000 AC -4 1,825 825 AC -5 2,850 2,295 555 0 555 AC -6 720 325 395 0 395 MAU -1 -- -- 3,000 0 3,000 GEF- -- -- -- -4,160 -4,160 GEF -2 -- -- -- -2,165 -2,165 GEF -3 -- -- -- -2,165 -2,165 EF -1 -- _ -- -- -615 -615 EF -2 -- -- -- -1,200 -1,200 EF -3 - - -- -- -640 -640 EF -4 -- -- -- -90 -90 EF -5 -- ---- -- -90 -90 EF -6 -- -- -- -220 -220 _ TOTAL BUILDING PRESSURIZATION 985 SYMBOL DIFFUSER TYPE REGISTER FACE FAN TSP. (INJ-120) 1.25 SCHEDULE MAX RPM SOUND (SONES) BASIS OF DESIGN GREENHECK CUBE -180 MAX. WT. (LBS) 130 ELECTRICAL CD -1 AIR FLOW (CFA) 4,160 CONTROL REMARKS SYMBOL AREA SERVED TYPE UPBLAST - GREASE DHNE BELT VOLT PH 208/3 HP 1,725 21 2 HOOD HEAT SENSOR 2,3 GEF -1 TYPE I HOOD GEF -2 TYPE I HOOD UPBLAST - GREASE BELT • 2,165 1.25 1,725 14 GREENHECK CUBE -141 130 208/3 1 HOOD HEAT SENSOR 2,3 GEF -3 TYPE I HOOD UPBLAST - GREASE BELT 2,165 1.25 1,725 14 GREENHECK CUBE -141 130 208/3 1 HOOD HEAT SENSOR 2,3 CRG -1 CEILING RETURN GRILLE PERFORATED LAY -IN NONE WHITE TITUS PAR CRG -2 CEILING RETURN GRILLE PERFORATED SURFACE EF -1 DISHWASHER HOOD ROOFTOP BELT 615 0.50 1,725 11 GREENHECK GB -081 60 120/1 1/6 INTERLOCK WITH DISHWASHER RETURN GRILLE EGG CRATE 0.75 1,725 10 GREENHECK GB -121 70 120/1 1/4 INTERLOCK WITH PASTA COOKEF EF -2 PASTA COOKER ROOFTOP BELT 1,200 EF -3 MENS AND WOMENS RESTROOMS ROOFTOP BELT 640 0.50 1,725 8 GREENHECK GB -091 60 120/1 1/4 CONTINUOUS 4 EF -4 EMPLOYEE RESTROOM CEILING CABINET DIRECT 90 0.13 700 3 GREENHECK SP -B90 10 120/1 50 Watts WALL SWITCH 1 EF -5 JANITOR CEILING CABINET DIRECT 90 0.13 700 3 GREENHECK SP -B90 10 120/1 50 Watts WALL SWITCH EDH -1 RESTROOMS DIRECT 220 0.13 900 2 GREENHECK SP -A200 20 120/1 50 Watts THERMOSTAT 1 EF -6 ELEVATOR MACHINE ROOM CELING CABINET TO ACTIVATE FAN PER IMC 507.2.1.1 NOTES: 1. PROVIDE WITH ROOF CAP. 3. PROVIDE (1) HEAT SENSOR PER HOOD AND CONTROLS SYMBOL DIFFUSER TYPE REGISTER FACE AND FRAME GRILLE DAMPER SCHEDULE FIMSH n BASIS OF ' 1_ '= TITUS TDCA REMARKS 24x24 FRAME CD -1 CEILING DIFFUSER LOUVERED LAY -IN NONE WHITE CD -2 CEILING DIFFUSER LOUVERED SURFACE OBD WHITE TITUS TDCA 24x24 FRAME CD -3 CEILING DIFFUSER LOUVERED SURFACE OBD WHITE TITUS TMS 12x12 FRAME SR -1 SUPPLY REGISTER DOUBLE DEFL. 1 -1/4" BORDER OBD WHITE TITUS 300R CRG -1 CEILING RETURN GRILLE PERFORATED LAY -IN NONE WHITE TITUS PAR CRG -2 CEILING RETURN GRILLE PERFORATED SURFACE OBD WHITE TITUS PAR ,, RG -1 RETURN GRILLE EGG CRATE 1-1/4" BORDER NONE WHITE TITUS 50 CEG -1 CEILING EXHAUST GRILLE EGG CRATE 1 -1/4" BORDER OBD WHITE TITUS 50 ELECTRIC DUCT HEATER SCHEDULE SYMBOL AREA SERVED a DUCT SIZE ��� HEATING STAG S BASIS OF DESIGN DES ELECT. REMARKS W IDTH (IN.) HEIGHT ON.) VOLT /PH EDH -1 RESTROOMS 260 10 8 3.0 1 INDEECO QUZ 208/3 * This is a standard list and not all symbols and abbreviations may be used. 171 0 0 ® AC -1 12x12 100 1 '? C FD b FSD FSD b SD V C) DUCTWORK Al SUPPLY R RETURN OR EXHAUST AIR OUTSIDE AIR ROOM THERMOSTAT EQUIPMENT IDENTIFICATION CD -1 DIFFUSER OR GRILLE IDENTIFICATION DAMPERS r=J DUCTWORK FITTINGS Q 9 VOLUME DAMPER EQUIPMENT COOLING TOWER FIRE DAMPER FIRE /SMOKE DAMPER SMOKE DAMPER MOTORIZED DAMPER MITERED ELBOW WITH TURNING VANES RADIUSED ELBOW RECTANGULAR MAIN WITH ROUND BRANCH RECTANGULAR MAIN WITH RECTANGULAR BRANCH CONCENTRIC SQUARE TO ROUND ECCENTRIC TRANSITION, RECTANGULAR OR ROUND NON- SYMMETRICAL WYE SYMMETRICAL WYE 1 RECTANGULAR DUCT RISER ROUND DUCT RISER RECTANGULAR DUCT DROP ROUND DUCT DROP RECTANGULAR OFFSET LESS THAN 15' RECTANGULAR OFFSET MORE THAN 15` ROUND WYE EXTRACTOR BELLMOUTH ROUND DUCT WITH ROUND BRANCH CONCENTRIC TRANSITION, RECTANGULAR OR ROUND ACOUSTICALLY LINED DUCT (SIZES SHOWN ARE NET INSIDE) FLEXIBLE CONNECTION MECHANICAL SYMBOL LIST VALVE, GENERAL CHECK VALVE QUARTER TURN VALVE GLOBE VALVE PIPING FITTINGS 4 i THERMOMETER PIPE TO DRAIN VENT TO ATMOSPHERE AIR SEPARATOR TEMPERATURE SENSOR � - BACKFLOW PREVENTER I --I Ed 4 RS RL CHILLER, WATER COOLED CHILLER, AIR COOLED PIPING VALVES 0 PIPE RISE D PIPE DROP TEE UP ON PIPE TEE DOWN ON PIPE CONTINUATION CAP HOSE BIBB PRESSURE GAUGE WITH COCK PRESSURE RELIEF VALVE T &P RELIEF VALVE WITH PIPE TO DRAIN EXPANSION TANK EXPANSION JOINT PRESSURE SENSOR FLOW SWITCH SHOCK ABSORBER HEAT EXCHANGER WATER METER EXPANSION LOOP MANUAL AIR VENT AUTOMATIC AIR VENT TEST PORT (PETE'S PLUG OR EQUAL) PIPING SYSTEMS REFRIGERANT SUCTION REFRIGERANT LIQUID POINT OF CONNECTION ABBREVIATIONS A/C AIR CONDITION(ED) AD ACCESS DOOR AFF ABOVE FINISHED FLOOR BDD BACKDRAFT DAMPER BFP BACKFLOW PREVENTER BEE BELOW FINISHED FLOOR BHP BRAKE HORSEPOWER CD CEILING DIFFUSER CD CONDENSATE DRAIN CV CHECK VALVE COP COEFFICIENT OF PERFORMANCE CONT. CONTINUATION CU CW D DB DB DIA DX EAT CONDENSING UNIT COLD WATER DROP DECIBEL DRY BULB DIAMETER DIRECT EXPANSION ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATING EF EXHAUST FAN EEF EFFICIENT ELECT ELECTRICAL EWT ENTERING WATER TEMPERATURE EXH EXHAUST F FAHRENHEIT FD FIRE DAMPER FLA FULL LOAD AMPS FT FEET GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HP HORSEPOWER HTG HEATING HTR HEATER HWC HOT WATER COIL ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS. POUNDS LH LATENT HEAT MA MIXED AIR MAX MAXIMUM MBH THOUSAND BTU'S PER HOUR MD MOTORIZED DAMPER MIN MINIMUM N/A NOT APPLICABLE NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER PD PRESSURE DROP PH PHASE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH QTY QUANTITY R RISE RA RETURN AIR RET RETURN RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SEER SEASONAL ENERGY EFFICIENCY RATING SF SQUARE FEET SH SENSIBLE HEAT SOV SHUT OFF VALVE SP STATIC PRESSURE TD TEMPERATURE DIFFERENCE TEMP TEMPERATURE TH TOTAL HEAT TP TOTAL PRESSURE V VOLT W WATT W/ WITH WB WET BULB WC WATER COLUMN W/0 WITHOUT SYMBOL AC -1 AC -2 AC -3 AC -4 AC -5 AC -6 DINING AREA AND MEZZANINE DINING AREA LOBBY/ BAR BANQUET DINING KITCHEN MEZZANINE AREA SERVED 233 198 189 99 45 NOMINAL TONS 12 10 9 5 6 2 AIR FLOW (CFM) 2,960 2,815 3,055 1,825 2,850 1,020 MN OSA (CFM) 2,960 2,320 2,100 1,000 555 395 FAN ESP. TOTAL ON.H20) (MBH) 1.00 0.75 1.00 1.00 0.75 1.00 NOTES: 1. PROVIDE ROOF CURB, AIR ECONOMIZER AND POWER EXHAUST (6-1/4 TO 25 TONS) 2. OUTSIDE AIR TEMPERATURE FOR COOLING = 86DB/68WB; HEATING = 21 DB 3, PROVIDE HEATING WITH 4 STAGES OF CONTROL. 4. PROVIDE WITH ROOF CURB, OUTSIDE AIR INTAKE HOOD AND OUTSIDE AIR DAMPER. 5. PROVIDE STAINLESS STEEL HEAT EXCHANGER. 6. PROVIDE PRESSURE SENSOR AND MODULATING RELIEF DAMPER FOR SPACE PRESSURIZATION CONTROL. 7. UTILIZE R -410 REFRIGERANT. 8 INTERLOCK OPERRATION WITH GEF -1,2,3 ROOFTOP AIR CONDITIONING UNIT SCHEDULE SENS. (MBH) 94.1 84.3 88.2 50.3 67.6 17.4 COOLJNG ENT. AIR ('F DB) ('F WB) EER INPUT (MBH) EATING OUTPUT (MBH) MN. EFF. BASIS OF DESIGN AAON RM -013 MON RM -010 AAON RM -010 AAON RM -005 AAON RM -006 AAON HB -002 -B MAX WT (L.BS) 1,950 1,950 1,950 1,250 1,800 625 V OLT /PH 208/3 208/3 208/3 208/3 208/3 208/3 ELECTRICAL MCA 69.0 48.0 48.0 34.0 48.0 18.0 MOCP 90 60 60 45 REMARKS 1,2,3,5,7,8 1,2,3,5,7,8 1,2,3,5,6,7 1,2,3,5,7 4. CONTINUOUS _DURING OCCUPIED HOURS. A MAU -1 KITCHEN INDIRECT • 'Z--7.• r AAON RN -008 1,000 AIR FAN FLOW ESP. ROOFTOP MAKEUP AIR UNIT SCHEDULE SUPPLY SMOKE FAN DEtEC- NOTES: 1. PROVIDE WITH ROOF CURB. 2. PROVIDE WITH STAINLESS STEEL HEAT EXCHANGER. 3. PROVIDE HEATING WITH 4 STAGES OF CONTROL. A FILE COPY Permit No. Piar review t ppmmv1 i cubj to Crrom ar:j crraisck i /,Dprc .rat Uf con traction Gocui nta cix no? Cu 'ic ::_a the viala,ion cf rn f cdoptcd coda cr Crc ncnco, [ :c ::t o' proved FlsId Copy cnd coni itiort b cno i,c: jcd: Data : < �- at TE:ila CUIDMICI QJVfiZZON REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will d� require plan re ew fees. ittal and may include SEPARATE PERMIT REQUIRED FOR: p echanical [Electrical lkfilumbing UT Gas FPiping City of Tukwila BUILDING DIVISION DRAWING INDEX M0.01 SYMBOLS & SCHEDULES - HVAC M2.01 FIRST FLOOR PLAN - HVAC M2.02 SECOND FLOOR PLAN - HVAC M2.03 ROOF PLAN - HVAC M 3.01 DETAILS - HVAC M0� CORRECTION LTR #. ' .-. CITY OF TIVALA DEC 2 6 2000 PERMIT CENTER INTERFACE E N G I N E E R I N G Contact Jason Mooney Project 2008 -0497 708 S.W. 3RD AVE., SUITE 400, PORTLAND, OR 97204 PHONE 503.382.2266 FAX 503.382.2262 HVAC Job No: Date: Rev: THE OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON SYMBOLS 6 SCHEDULES File Name: Poi t4 rya , OR 67214 503. 2W3.3617 phone 503.220.3715 Y x 0826 12/17/08 CITY REVIEW COMMENTS Sheet No: M0.01