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Permit M07-201 - KITCHEN ACADEMY
KITCHEN ACADEMY 360 CORPORATE DR N M07 -201 Parcel No.: 2623049144 Address: Suite No: Value of Mechanical: 000,000.00 Type of Fire Protection: SPRINKLER/AFA City.►f Tukwila Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AV N , KENT, WA Contractor License No: HERMACLOO5BJ 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 doc: IMC-1 O/06 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 360 CORPORATE DR N TUKW Tenant: Name: KITCHEN ACADEMY Address: 360 CORPORATE DR N , TUKWILA WA Owner: Name: SOUTHCENTER CORPORATE SQUAR Address: 150 CALIFORNIA ST , SAN FRANCISCO CA Contact Person: Name: BOB SINE@ CRESA PARTNERS Address: 1401 BRENTWOOD SUITE 900 , ST LOUIS MO MECHANICAL PERMIT DESCRIPTION OF WORK: RENOVATION OF APPROXIMATELY 20,000 SF TO ESTABLISH A CULINARY SCHOOL WITH (5) CLASSROOMS, EACH WITH 33 COOKING STATIONS. Fees Collected: $8,336.75 International Mechanical Code Edition: 2006 EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 7 1 0 4 0 0 0 0 * *continued on next page ** Permit Number: M07 -201 Issue Date: 03/12/2008 Permit Expires On: 09/08/2008 Phone: Phone: 314 785 -7603 Phone: 206 -575 -9700 Expiration Date: 08/25/2008 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 11 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 21 M07 -201 Printed: 03 -12 -2008 Permit Center Authorized Signature: Novi 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: M07 -201 Issue Date: 03/12/2008 Permit Expires On: 09/08/2008 Date: 1 i I hereby certify that I have read and ex. - d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied • hether specified herein or not. The granting of this rmit s not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th rfo ce of work. I am authorized to sign and obtain this mechanical permit. Signature: Date: 3//2-/c954 Print Name: Cpl S .r/ /�-- 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 suspender or abandoned for a period of 180 days from the last inspection. doc: IMC -10/06 M07 -201 Printed: 03 -12 -2008 Parcel No.: 2623049144 Address: Suite No: Tenant: 360 CORPORATE DR N TUKW KITCHEN ACADEMY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDmONS * ** doc: Cond - 10/06 Lr' 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 CONDITIONS Permit Number: Status: Applied Date: Issue Date: M07 -201 ISSUED 09/21/2007 03/12/2008 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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) M07 -201 Printed: 03 -12 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: 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) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 20: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 22: 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) 23: 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. 24: Local U.L. central station supervision is required. (City Ordinance #2051) 25: 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) 26: 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 S 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) 27: 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) 28: 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) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 M07 -201 Printed: 03 -12 -2008 such condition or violation. City of Tukwila doc: Cond -10/06 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 31: These plans were reviewed by Inspector 511. if you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** M07 -201 Printed: 03 -12 -2008 Signature: Print Name: C f 7�-1 5 (itl—Aw3 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance p work. Date: 3 //Z o g M07 - 201 Printed: 03 -12 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup.//www.ci.ruk Site Address - 140 a „P9i47? Bex 12. GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Company Name: Mailing Address: Nor /,Yi 5t i t Contractor Registration Number: Contact Person:XAI O1/EA77/EE E -Mail Address: 1 /4e7/Rf (•°' /P6SS84,P Q:Wpplications\Foems- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bit Sur' ftof Applications and plans must be complete in order to be accepted for plan rev Applications will not be accepted through the mail or by fax. * *Please Print ** w. SITE LOCATION King Co Assessor's Tax No.: // 2;�9 3 o g/94 Suite Number: h/A Floor: Tenant Name: xtreheeN 460 bE/� New Tenant: Yes ❑ ..No Property Owners Name: //ii 7 AA tC LL'C 9Q Mailing Address: 1/7 Q / a' /� m /S �/ 4VE `SL ,7d ��j�rn„� i/ / , Gies] City St ate Zip I NTACT PERSON who do we contact when your permit is ready to be issue Name: Bo -57.v.6 r km/4° is j Day Telephone: -_11 7/S 760.3 Mailing AddressQ R r/ -/ /R /YO/ .S EdeeNTyl t3 STL.o” /S Mb 6 3 /y0 p _ City 3/4 State Zip E -Mail Address: !� S/J1'�£ ?At EPRDPe //'ES, L 1"1 Fax Number: 3/4- 7 d. -76 �' 4L State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: ARCHITECT OF REC(3 I7 All plans must be wet stamped by Architect of Company Name: /nte /c ) TX /N / 4 5fac//¢T� �a .S ' LL� *' / Mailing Address: .66O ,4 1) 6 4APBae/Y S % '' [7G/C Vim'/ {4d .Z 06 /6 Cit State ip Contact Person:C # /e /S '/76ve A Day Telephone: 3/Z ZO 7/ 3 E -Mail Address:C foStA 1/ e e 130(4:16A b/L Fax Number: 31 2- - z6) 73 GINEER ;OF RECORD ,:All plans must be wet stamped by Engineer of Company Name: XDSS 13/9 O2Z //V/ Mailing Address: C Sk TJ# U -z �,e4�//,E) /� S�v /s Al C3//C1 City 3 Day /8 1 Day Telephone: q. �> / Fax Number: —3/� //d � 7�6 Page I of 6 w DING PERMIT INFORM/if Valuation of Project (contractor's bid price): $ 3 tea°" / 0 6 Existing Building Valuation: $ Scope of Work (please provide detailed information): /BEND 1//9r?0/1/ 24 000 S i: Tb C,E T- /1/xA/ Cl/ LiN4R/ -5E-6/00 Gait's isz /y S C04--s Si • EE spA CE ,4A/b / rgrg 4,bj"7i Sr, 9 f11V6 Will there be new rack storage? ❑ Yes [ .. No If yes, a separa aermit and plan submittal will be required. PLANNING DIV .ION: Single family buil - g footprint (area of the foundation of all structures, plus any decks over : inches and overhangs greater than 18 inches) *For an Access . dwelling, provide the following: Lot a (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Pr ide documentation that shows that the principal owner lives in one of the dwellings a r is or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None 0 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 Sqf p aia 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. Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh de All Buildi Areas otage ua eta Handicap: peof..,' cct pau cy per JBC Pagc 2 of 6 Unit Type. .:° Qty s Unit Type: Qty Unit Type:.`:.. Qty Boiler/Compressor: ',;. 0 -3 HP /(00,000 BTU Qty Furnace<I00K BTU AiHandling Unit >10,000 CFM / / Fire Damper // Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct i/ �''" Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1;750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment m � y 2/ Air Handling Unit <10,000 CFM e 7 / Incinerator — Comm/Ind o MECHANICAL PERMIT INFORMATION -206- 431 -3670 MECHANICAL CONTRACTOR INFO TION Company Name: /` liC//E/k/ A tf7 % e l e e 5 1q ? ' AleEs 4/A/eR S a p) Mailing Address: / 4 1 0 / 4 / CA Si&jy� 7b6 Sreou is M 0 6-31W City State p Zip Contact Person: ,'63 Day Telephone: - f I S d 7 0 3 E -Mail Address: RS /NE (? fCEPRO PEae% DES- C6A1 Fax Number: 3f' 785 766 Contractor Registration Number: Expiration Date: C€l e.//c7a,Z Nor Y,e: 5e , Valuation of Mechanical work (contractor's bid price): $ l / 0 04) O0) Scope of Work (please provide detailed information): i 5:A/VVAMA/ L/ ,4,°,3 'X/'2,4iELy 20,06) /F AT 30 SO ti e -A/7 etl.eP44AlZ Smki.QEE Y? Esrfel-r// C L. l4/4 f J c -ooL ; /2e SgOo/ys ,qc■/ AilW 35 C es,er r/( sg77af v s Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement ...X Fuel Type: Electric ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Q:Upplications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Pace 4 of (i Scope of Work (please provide detailed information): Re/VaV/ ,4 /' //'Y L / Z (2 49 /" 7 CR46 A/014/ eoz:- /i 7' S C t XL Ca /Ys/ Sr7. t4 C G I S S T z c /t7S f I N d - c S a G b 7 i " v 2 ) , t //5 7 - 4 4 7 7 4 4 / >9a �yACaat Please refer to Public Works Bulletin #1 for fees and estimate sheet. ,. W ter District .Tukwila 0... Water District #125 ❑ ...Water Availability Provided Nv er District ...Tukwila ❑... Va ue ❑ .. Renton ...Sewer Use Certificate ❑...Sew: Availability Provided Septic System: ❑ On -site Septic System – For on -site septic s em, provide 2 copies of a current septic desi Submitted with Application (mark boxes which a ❑ ...Civil Plans (Maximum Paper Size – 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easeme 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 . Water t Meter t Refund/Billing: cubic yards cubic yards tto ❑ ...Sanitary Side Sewer ❑ .. Ab • don Septic Tank ❑ ...Cap or Remove Utilities ❑ .. . Cut ❑ ...Frontage Improvements ❑ avement Cut ❑ ...Traffic Control ■ .. Looped Fire Line ii KBackflow Prevention - Fire Protection — _____----------- _ - __ -- Irrigation Domestic W Q:\Applications\Forms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Geotechn - . Report ❑ .. Mainte ce Agreement(s) ❑ ' ght-of-way Use - Profit for less than 72 hours Right -of -way Use – Potential Disturbance ❑ .. W . in Flood Zone ❑ .. Sto P rainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment City ❑ .. Renton ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water ter Size ❑ ...Sewer Main Extension... Public Private ❑ ...Water Main Extensio Public Private approved by King County Health Department. ❑ ... Traffic Impact Analysis ❑...Hold Harmless – (SAO) ❑ ...Hold Harmless – (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ft FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: �i I Name: Kii 4, �I�' a :�V ` KI /1 SArut Y /� Day Telephone: O Y7 5S 5 Z OX Mailing Address: al `✓M g/A5 /C Q T7 FAVAI� ES //RTES i L- 6 `b7 S tate Zip ' Name: �f TC�� / �v��'/ "� /� i- Day Telephone: / 7 51 -C _2/01 Mailing Addressa2 !/V . O 7f 0,v5 J %dfc f/ � 4/ V .�..S $ £ L- bC/ 7 Cit - State Zip Page 3 of 6 RMIT APPLICATION NOTES = Applicable to all permits in this applicatio Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceedin490 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING e ' NE j ' • U ORIZED AGENT: Signature: e � S /A/Z 01/4VOR S /ege Date: 9 -z, -o7 Day Telephone: ` 715 ���' Print Name: p Mailing Address: 170/ S, sx/sAi70va1� SST. / DU Sr Lociis -90 6 3IV r Date Application Accepted: 02-1191- Date Application Expires: o7212-1 !� Staff Initials Q:Wppliations\Fonns- Applications On Line' -2006 - Permit Application.doc Revised: 9.2006 bh City State Zip Pagc 6 orb xfure'F ype.�, r ,,.. , . Qt3' = Fixture Type..:__ ; . Qty Fix re .Type. " .: ° ` Qty-' ,, Fixture T ype .. Qty / 1 Bathtub or combination bath/shower Drinking fountain or w cooler (per head) Wash untain Gas piping outlets Bidet Food -waste grinde commercial // ,l / Receptor, direct waste Clothes washer, domestic Floor drain pc Sinks Dental unit, cuspidor Shower, sin head trap Urinals Z Dishwasher, domestic, with independent drain Lavatory `� Water Closet Building sewer or trailer park sewer Rain ter system — per dra (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors air or alteration of water iping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Company Name: Mailing Address: Contact Person: E -Mail Address: RS//12 ' CePR (-d Contractor Registration Number: Scope of Work (please provide detailed 'nformatt Q:\ Applications \Forms - Applications On Line'3 -2006 - Permit Application.doc Revised: 9-2006 bh Fax Number: Valuation of Plumbing work (contractor's b ' price): $ Y 060 ? ?eX Valuation of Gas Piping work (contractor's bi • rice): $ SO 'Os /9 PZtlX LUMBING GA PIPING PERMIT INFOZi ATi PLUMBING AND GAS PIPING CONTRACTOR INFORMATION 1` lziEN C-42)e e s Cie ESA >"r gTlt/,E S /510/ BRE,VTWDO2) ,1 ?co S: 2ot.);s City Day Telephone: (oWNE,R 4P) , 70 6S/ 1 State Zip i30B .!19 7J'5' 76 0 3 Expiration Date: - •cR/C. l j c ) Rt 0/V 0,. 'PP.edX/ TeL� . pOD ,1T 36,6 JoUT,i/ i.7 Ccf'pa E S0/11,ee 7 7o S7,911- /sh i,VAey'SCyooL .., 1 c41ss;eCx3/(-7s .�.9c$' ry• ,l sr ati s Building Use (per Int'l Building Code): OS /A.' s (e Occupancy (per Int'l Building Code): £ //lA770 ' L S pe r 4,9a/e /Z 6; d E Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets b g ins . ed and the quantity below: Page 5 of o Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 - 01529 Initials: WER User ID: 1655 Payee: KITCHEN ACADEMY 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 2623049144 360 CORPORATE DR N TUKW HERMANSON COMPANY TRANSACTION LIST: Type Method Descriptio Payment Check 10530 ACCOUNT ITEM LIST: Description Account Code MECHANICAL - NONRES 000/322.100 RECEIPT Amount 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 05/08/2008 01:44 PM Balance: $0.00 Current Pmts 58.00 M07 -201 ISSUED 09/21/2007 03/12/2008 2150 05/08 9711 TDTAL 58.00 dos: Receipt -06 Printed: 05-08 -2008 Receipt No.: R08 - 00711 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 Payment Check 67598 6,675.40 Payee: HOWARD S. WRIGHT CONSTRUCTORS TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 2623049144 Permit Number: M07 -201 Address: 360 CORPORATE DR N TUKW Status: APPROVED Suite No: Applied Date: 09/21/2007 Applicant: KITCHEN ACADEMY Issue Date: Initials: JEM Payment Date: 03/12/2008 08:38 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/322.100 6,675.40 Total: $6,6 75.40 Payment Amount: $6,675.40 9800 03/12 Q710 TOTAL 6675.40 doc: Receiot -06 Printed: 03 -12 -2008 RECEIPT NO: R07 -02103 Initials: JEM User ID: 1165 SET TRANSACTIONS: Set Member Amount 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 Payee: CAREER EDUCATION CORPORATION SET ID: 092607 SET NAME: KITCHEN ACADEMY D07 -372 10,856.94 EL07 -524 1,888.00 M07 -201 1,661.35 PG07 -252 523.71 TOTAL: 14,930.00 TRANSACTION LIST: Type Method Description Payment Check 00504921 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Payment Date: 09/26/2007 Total Payment: 14,930.00 Amount 14,930.00 14,930.00 Account Code Current Pmts 000.345.832.00.0 1,888.00 000/345.830 13,042.00 TOTAL: 14,930.00 pr c-A A 7 -,A,Q C TYP ofInspe tioni. , � � Address: �.r ( Le, it� ' , Date Calle*. ((-3 o ck e\. w cs-r Special Instructions: �` ^`' n 6 ` Date Wanted: �a.rty, Requester: Phone No: # ZZ M v'l " 201 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: [ 7c Inspe lA l e rate: 3 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection;,_, , bF m C j i-- i (u a Addr s: ( 9 O (to2 PO k c ,,, ( 4. r`( vL 18E 8 _S) 11'.-e. L S -e--e-. e sP-A- -- e ) r F r Phone � N .. o: _ e�� o - 2 I- 5 S /v _ GS G JAJ rte-, t ' 7 . ,. sn�`�(( 4 ' TL) : v A____ Project: 1L l T - 6 t{ f (`) Ac' 11\ Type of Inspection;,_, , bF m C j i-- i (u a Addr s: ( 9 O (to2 PO Dat Called: P ., k O {� 1"" Special Instructions: R C S 11 , L AAA AA —T— 30 . 1i W C'ARo� Fa a_I c ( Date Wanted: 2_9 � `Oe Requester: Phone � N .. o: _ e�� o - 2 I- 5 S /v El Approved per applicable codes. ( InspeEtor• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ $60.00 REINSPECTION FEE QU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: -7 3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. (Receipt No.: 'Date: Proj ct: . P Type of In ection: Address: 3 „ -) ( : . , - ) T / -, A / Of, Date Called: Jl . f , --- Special Instructions. Date Wanted: _air . p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -367 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1r �i i�(I Jf.. (Inspector l Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: r Type of Inspection: , 0 , ill ‘i L1 ( -! i . ) 1_ ()/ Address: / 3 0 (A) 1 0 ) 1 A b Or -7T-- 0 e ,' ek (0 r I AJ f ,1) (_� - - 1' r ' a.m p.m. Requester: Phone No: LIE -r\ L'1 _p i _e l 0f Pro c :• ( �} 1 (IA ( --1 �� � _ ( � L.c.'s- Type of Inspection: , 0 , ill ‘i L1 ( -! i . ) 1_ ()/ Address: / 3 0 (A) 1 0 ) 1 A b Or Date Called / f D JL ,— Special Instructions: Date Wanted: 11 , s ', ' a.m p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 OF TUKWILA BUILDING DIVISION Approved per applicable codes. Inspector': M0 i El Corrections required prior to approval. (Date: n , � s - $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 'ect; I( e-C. Al—A- ) c am nsp Type of Iectio : n T ; ,,s.) c, -: 3 A Ad ( rd I i t ,_. 4/ Date Called: Special Instructionsf Date Wanted: i �- ^ 0 S0 4f ( ,N C4 t rt - A-Pri r , I A (to, e 'r - 4, , ; - f ---- j .)--- ( M 1 h r r 2• - t , (..i`7- ,), /?,,,, .y , ,�.s , ,... p e — 10 , e r -- t . i Pr 'ect; I( e-C. Al—A- ) c am nsp Type of Iectio : n T ; ,,s.) c, -: 3 A Ad ( rd I i t ,_. 4/ Date Called: Special Instructionsf Date Wanted: i Ten: Requester: Phone No: q.nC40 ' - .)S4 o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 63 00 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. 1 lnspecor: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)43 -360 Date7, 7i l , V EJ $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: L J) (t) it / )L, ,; ( c,, .A -.tom(" 'TA) 1''JJ J F ( 'f)n Yo - 1) r / 1, ( 6 // (' 1 2-> ) J 0 .A.-( o✓ - P ` / /(- i T) 1k1/r' 0 0 I tni ` - 3 (AA ' ' 1 . n 1C-491- b /l •A A-A 1.n (, Ve cJ 7 Pr r )v7. 1 itifi i . 66) ( , jT T.; ,t, C .,,.jpe )Tdr OA d'-'x C 1/ eiticg Ct Date Wanted: A..111—. 7- Z Z_ -ze p.m. r.„ , - ,., x.01 of f(- , Jnc,,P Ai f Cr -( uv)e / [... ,,Ac ;10 ,clq( NI wdf, ■ : Un '1 t;(. lv to,) P r r gr vF Kt; L�1E 0n1 Pr "f, 7 � ,jATT.4 -- 1kJ -ef ✓ ,op !'i I Projg i h i ty\ X Type of In ecti: � Address: / Date Called: Special Instructions: Date Wanted: A..111—. 7- Z Z_ -ze p.m. Requester: Phone No: x INSPECTION RECORD Retain a copy with permit iV W INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 60 So ut h ce n te r B lvd. , #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 1 Inse �r:� IAA C )\, 1 7 7,6 I Date: _? Z $60.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 01 COMMENTS: 1 0 l - V (dJ ' t f E"to3f v � - �eM ), ,� L-ir- �- S — /Lt Are IV� or) A-Of 1 twe � A e < 'T 40 r rvZ ( ( (zTU tC z- 1 . 1 v' P e. S• o r 0 A ., 7 b-,a=te Date Called: Special Instruction : Date Wanted: 1 { ' Q Fro ect: ; �z / Le T of Inspecti n: R A, K � A e < Address: 36 0 L.o r b-,a=te Date Called: Special Instruction : Date Wanted: 1 { ' Q a.m. ( -- m Requester: Phone N : J I 4A-( co I Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION lc 6300 S ou thce nter Bl vd. . #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. INSPECTION RECORD Corrections required prior to approval. (Date: - i — 0(1-- I lnspec 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: Prpt ( z mot{ Type of Inspection: 1 ®' 51. "/� w Address: / : Date Called: Special Instructibns: / Date Wanted: _3 a , ` a.n y p.m. Requester: Phone 14 /-_ Z S(-- 5 O INSPECTION RECORD Retain a copy with permit INS ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o - PERMIT NO. (206)431 -3 7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ivvkA 03 Inspe W $60.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Pr° t _. [�- < - A 4 &-'L Type of Inspection: i7 P r,/ l efA-3 �3't — Address: 3 ') l n r P 1 D Date Call ___. Special Instructions: Date Wanted: 2.4. Requester: Phone No: 1/40— S — 504(a INSPECTION RECORD Retain a copy with permit ,fit 0'7 - Zv ! PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P P ON 0A:15 S a ( � (\L- : S `1 A _ 0 pi p . 3 7- (,s1 ❑ $60.00 REINSPECTION FEE'REO IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 0 /1-fit -- r 4 ?pi a+) - A kl 1 r3 ;p 6fe_due_ todr‘if 1, A--4- L 4—A___ Address: e'exPog.9 :Ajde .s A J u( Ai . 6 ? k_ 0 c./1/ _Pc/Ai [I- 4: ,C7 c_AI7 Phone No: 2l)6 -/3/2 ." /I ;9,74)J e, 1 . ). - 6-0(../ Cf ,.. Project: Type of Inspas, r. i A Address: e'exPog.9 _De_ Date Called: „..70 Special Instructions: Date $A4nted: Requester: Phone No: 2l)6 -/3/2 INSPECTION RECORD ? Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ID Approved per applicable codes. El Corrections required prior to approval. I lnspec r. i■)\ rate: (0 rn $60.00 REINSPECTION FEE REQUIREQ. Prior to inspection, fee must be 1— Ipaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: n A 0 t/ bJ , of In ection: ' Al *1? - /ti Address: - ?f7 K mc._. in G f\7/ ' (.._i?, \ i iv. Li i e r (-1) r ✓ (to )r ( J o r� 4 1)(eX 1 -1--, - -- .r S E' zi`w ( i " S P iT�� �e --1: 1 c : 1rr N OF ' r � T Gv.a sir Phone No: .206 ,f p,rT( Project: . /L /flh r �� //�f�el of In ection: ' Al *1? - /ti Address: - ?f7 K Date Called: Special Instructions: Date anted 0 '-� / v c : 1rr P.m. Requester: Phone No: .206 —,57 7 /3/7. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. �n (Date: 4) 6' f. 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: COMMENTS: Type of I ection: . ( i i — ii/L, Address: ( Date Called: Special Instructions: Date Wanted : Requester: Ph5M - 370 -/3/ J ,)) « _ — i 4 .1 � L I -- 1 , , .9 l—) i p , , ; is` I I / P J J ) OJJ 1 1 Project: n ! /'/ � g! '!� / g7�� Type of I ection: . ( i i — ii/L, Address: ( Date Called: Special Instructions: Date Wanted : Requester: Ph5M - 370 -/3/ INSPECTION RECORD Retain a copy with permit �G7 ' INSPE' • N 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. 'Inspectrr( 'Date: h - / 2 n $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; �ce f P� �� � T ype of Inspection: v4.414. ` - COMMENTS: �� . Apo( o J A/ Address: ( Date 3(o.) (orpa /'A'L_ 6(14 Called• P -- Special InstructiorYs: Date Wanted: 3 —.36 ' O6- . ---- p.m. Requester: Phone No: Approved per applicable codes. J Corrections required prior to approval. i COMMENTS: �� . Apo( o J A/ P Inspector ). l , Y^ I Dater ) r . J INSPECTION RECORD Retain a copy with permit PERMIT NO. i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION t ' 63 Sout h ce nter B lvd.. #100, Tukwila, WA 98188 (206)431 -3670 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Mri- PERMIT NO. (206)431 - 3670 Projec • Addres s Special Instructions: Type of nspection: Date Called: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -e Gi t ,17(A (o2 /I ,15 / ak.0 c S� P/,,r c I lnspec or: I Date:s7 :" El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: (Receipt No.: C OMENTS: e»i 'I P 4 p,orJ ? J Addre s: 3 O e'02 /A Date Called: Special Instructions: Date Wanted: 5 — OP 1 4 (! i •` & p i 1 (a A. jA Phone No: a06-5/o_ � rz D A P 3 JP S Q J ,n1' � n I 0c1(7—'--- i 1 i J 6 / t..Jt f O J C� r , AJ c�'17 ( A- � r - rU S c Al P( r)*.— — ! „ .t J'``am ..tl T Project: Type of spection• Addre s: 3 O e'02 /A Date Called: Special Instructions: Date Wanted: 5 — OP Requester: Phone No: a06-5/o_ � rz Im17 I I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6 300 Southce Blvd #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit El M Approved per applicable codes. Corrections required prior to approval. 'Inspect Date $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: o 774 l PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Date: Type of Inspecti n: a n( �- Date Called: P r e7 2 ; h7he 04 in Address: AO if? Adt 4 �2 Special Instructions: Date Wanted: 5 _ 60 p.m. Requester: Phone No: ,,25.3 -4 COMMENTS: i JAJS 7 -q Z -I4 1-9 2-13 I lnspe or: (Receipt No.: Project: , eo AA oe Ac( t 1 I t TypeAf Inspectio n: ILd. k -.1 ki COMMENTS: /l Address: Date Called: i l' Special Instructions: Date Wanted: V 6 4 , k c 8 7 7 Requester: Phone No: 2s 3--C) a 7-s Approved per applicable codes. J Corrections required prior to approval. COMMENTS: /l /-1 A? n! , i l' 0 < i . ( o f ,' 0 b 4. Z-- 6 4 , k c 8 7 7 t I mnsPec : ' \a, INSPECTION RECORD Retain a copy with permit' 0�76 I PERMIT NO. I S E ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #10 Tukwila, WA 98188 (206)431 -3670 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: n ,,� i - f Al tuAf I All- kip 4k- / tf X / S Sc_ 6 i ( : 0 F --ltrn of 6r i O Avc / s' goo/- Sri,. J . r 2-- to t t TeSr (,- 3 (A4 ( it. 1 1- eiVr -s': U A ( 0 44 ‘%'t) 2 43 5J4 g,"-k Phone No: ..Q 5 3 -5'70 - 673 — 6, cA)AllatoTor IA ER f ig f l). 1 .r INSPECTION NO. IT NO CITY OF TUKWILA BUILDING DIVISION Iz- 6300 Southcenter Blvd. #10 Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 1 lnspt or: Receipt No.: INSPECTION RECORD Retain a copy with permit I in o 7 -Zd PERM I ` E„_ 1 r/ $58.00 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sul 100. Call the schedule reinspection. 'Date: Project: / / 1f AtN 4 (1A4�t y Type of Inspection: alit h - i)1) Address: Si 00 TC 1) �? Date Called: Special Instructions: Date Wanted: m , Zi — / 6 - f p.m. l/ Requester: Phone No: ..Q 5 3 -5'70 - 673 — 6, INSPECTION NO. IT NO CITY OF TUKWILA BUILDING DIVISION Iz- 6300 Southcenter Blvd. #10 Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 1 lnspt or: Receipt No.: INSPECTION RECORD Retain a copy with permit I in o 7 -Zd PERM I ` E„_ 1 r/ $58.00 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sul 100. Call the schedule reinspection. 'Date: COMMENTS: Y A tot o JA-P t4-,) A ( 4 3 1tk, . a k l) ' V fc (Q ag Date Called: - � .3G.3G1) Special Instructions: 0 J 3 Date Wanted: 4 -e_ P Requester: Phone No: / o 6. 7_ o?s - ' J ? � 4 P—/ ( OA l'-= fr , //\ iSiu/6/{c,„ /4„. ?_____k / k 4 A Ott 70f art (L FAT Project: . R1 iv %4 m Type of nspection: tei)1 ,' Address: Gld00 1) �02 Date Called: - � .3G.3G1) Special Instructions: 0 J 3 Date Wanted: 4 -e_ P Requester: Phone No: / o 6. 7_ o?s - ' J ? � 4 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION . 63 00 Sout hc e nter . Blvd. #100 Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. lInspe 1 Date:4 (( - ) (Receipt No.: 'Date: Proj: itr__A k e_At..4 Type of Inspection: Address: r i 3(s a ,...„, trOlve Date Called: Special Instruction : Date Wanted: ‘..-----:- P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1Z 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 44 rnt 0 k--- - 1)2 J l Inspe or: Date: 467 d r El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: U COMMENTS: 6 4 1- b - ifr f cieAd- to /,‘ sie - ....„-- , , 5 n \ eit_ \D r p-rrii s,c,,./ A o f. ' v s ecAs 1,< (-- a_e _;6 ci TD/AL G■ c .6) ae-AA Special Instructions: Wanted: a.m. a.m. pciTr: Requester: Phone 1•2- I Prre 1 514_4 Type opnspectiln: 1 ..11 btia Address: ' • 3(9 a chi' /Si A-4\E- Pf LI Date Called: f Special Instructions: Wanted: a.m. a.m. pciTr: Requester: Phone 1•2- ' 1■ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Bl vd.. #100 Tukwila, WA 98188 Approved per applicable codes. j C orrections required prior to approval. iA IDatezi_ I _ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. l inspec INSPECTION RECORD Retain a copy with permit I MOT 0( PERMIT NO. (206)431-3670 'Receipt No.: 'Date: 1 s A COMMENTS: A - All Pho -v J A Date Calle Special Instructions: p n \i- P N : Z 5J- .> �� 62 e 110, r r J -.J o.\ 1s (,_)0 S..., 6) f - - : : - -- --i i)iti t _ /i _A -. ✓` t_ i. �� t e_ ✓ Q r /1. f C Al f .� I4 c ,,,,_ 1 \ l rK ' _ , ' - 1 L - 1/ L> c..., v - -.L- -A yJc g 0 ( t 1,0 A-0 i) cl-'i9 1 � 7- � r� . ,.: 1 S )l 1 4 ,1 /It /! -f ! �1J {._pJe J J(-IS '_ ie -ry '4t e f c 3 4 A A r,-n e i - / r cJ /� < S r-�{ � Cd 1, ' s—e4 ('t / t ),( r Project: xi 71f ii() 4#94 � Type of Ins ection: ,e 4,-///v 3 e 6. 0 (fJ Date Calle Special Instructions: Date Wante J /a:m p / G �--p:rr i G` � fi Request r: P N : Z 5J- .> �� 62 1 VtV INSPECTION RECORD Retain a copy with permit L 7 7 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12-• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ❑ Approved per applicable codes. Corrections required prior to approval. (lnspec or: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: A (( J ,,1 ) _ — .. � Jf �� J � � r�s.I' e Type ofA-{ns - � pection: , I„'r' / ` -r Lc:1? 6reArt _ Doc C1 v M ... _� 6r, r-.S FU M Kr,' , Cl rb # 7 - �'K.- 6 5c1A f s'tP /, (ZP��,:rns Ai ST OAAIF V - L - `, J lk 6rj r-` cs\-{f S I. 1 _, IJ � i Date Wanted: li— Cf - it Project / / Type ofA-{ns - � pection: , v Address: X60 aak���% �2 Date Called: Special Instructions: Date Wanted: li— Cf - m. p.m. Requester: Phone No: ,: .5/0 /2 ffl P726 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. orrections required prior to approval. 'Inspector( $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Date: A - -' Project: i< 4414 ev, Ac A d 01 0 1 4i Type of Inspection: fne L h t, n l C f':' ) Address: 360 C O• g oo' oct c- 0,2 . iV. Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: = , Pre -Fire: Permits: Occupancy Type: �7 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,lab - 7 IY) . f�' - Z c' PERMIT NUMBERS Corrections required prior to approval. COMMENTS: boo 1 41,r_ S, DpeftA4r C7L' die 1 Inspector: SCi> 5i.5' Date: 7/3,A6 j Hrs.: L $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e 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 COMMENTS: -- .5 PgANK1,& 2 -- Nal, `" 014-1 10 ..i v ;/Aj QJ - (Awe- 110)(51a) fi' " i. f ,i 4 ) 2 /"e"? I'J .0.v,G Contact Person: /✓f ,,c / C) S V1In.ma c An )2 .,,- / 6.< z .. ... .._ " FA 0 P S14 Phone No.: Y. t' S .9 Pa-Ir 1,.....c. ,,ie if goo/ Vv — .6J6Nt&t ole- / / /ftth- n ' - ' hi Hivl19i- PU t5 0' / i (mo9- 2u1) /<i 6 . A,,, 4 ■mot ) A.41 L ,4( V r4t,-- C '. 1o7.1a o i P..i t1 .s 0 411 5 , . . f , .., r, : - . - 1 - 5 y s J l h t 1. vi #t- O/G , r e A fNI)5 6 G, i2ACJ /9 f,7 F,a.7 514 •_ r ,—,# Project: 1e Te_"rG p,&--r,ty Type of Inspecction: 1:',c 4/4e/44 r.44 #444 -,h /40,,r /d.4 s Address: 360 era-flow-An P , A/ Suite #: Contact Person: /✓f ,,c / 4 )6 - Special Instructions: Phone No.: Monitor: Needs Shift Inspection: rt ntq�v Q Sprinklers: y Fire Alarm: y Hood & Duct: V Monitor: Pre - Fire: 0 i` fq Permits: Occupancy Type: 14 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 INSPECTION NUMBER PERMIT N MBERS 14 - /10 — (REf "ze.. —s) CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. C $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 Inspector: 51 ry 5 Date: v 2 ifoa' Hrs.: Project: Type of Inspection: Address: Sot) C o,t Pof4 T� fin. 1V Suite #: Co ct Pers n: %F Aieat X— Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER —.`proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Yvl o q - Z0/ 01- - 26% PERMIT NUMBERS 206 - 575 -4407 b Corrections required prior to approval. COMMENTS: iS ETC fft ?✓ 4 T' B I-v� D /,. , i° . 2E-Po 7)1t - I< - CooK //d //f YeA-ta/ y� , Inspector: Date: 7// Hrs.: n $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 COMMENTS: Sprinklers: \J 1 rn ai =32 ,, k?1i'l 4 -- the- Fire Alarm: f Alt Ga - / Pr /to 73,9,n1,J0 w , << Contact Persop: Lc 1 4- Tti x01 Pre -Fire: ljper -, r/4 F1r/v/1 - /f FL U og- c ft_ Permits: - . 61(9 n 4t,e2 Ok;' 4. -7 f2 .- 8 604.7- -- / -7. /vole- ( r #Pi iV 1 1 /,fig f { 7)/---- I-7 t T * -aog '7 C .. i ? g - (1 (co - t`v og /N L, S I c %: Project: ,I! / 7C t/E N 4(2.-A I, 6-=.77 z ;r Sprinklers: \J Type of Inspection: I/L . r4 Fire Alarm: f Address: 360 l eg-r%0 /4 /1. 1:0)p_ Suite #: , << Contact Persop: Lc 1 4- Tti x01 Pre -Fire: ljper -, Special Instructions: Permits: Phone No.: 206 . 3 '1 / - -7 Needs Shift Inspection: Sprinklers: \J Fire Alarm: f Hood & Duct: y Monitor: '64,k Ogv,- Pre -Fire: ljper -, Permits: Occupancy Type: s'� INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT �` = f 2: 0 t PERMIT NUMBERS kwila, Wa. 98188 206- 575 -4407 I Inspector: ( N /A- D roved per applicable codes. a,( 1/ A /5 1 2-- Word/Inspection Record Form.Doc 1/13/06 n Corrections required prior to approval. I Date: d/B67/0,6 -Hrs.: r 5. n $> 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Jun u, uu ul:uup ED ok o r _Z Sheet Metal and Air Conditioning Contractors 0.44,0Le SIVIRCNI=1 smmmmvmix.g; ■••••• of Western Washington 1200 Westlake Avenue North - Suite 5G • Seattle. Wasning:an 98109-3521; • Tetephone: (2(i8) 285-4144 • ;206)283458G Jim, Doug JJ 4./...■ June 4, 2008 FAX 4 pages total TO: Mike Croger @ FROM: Doug Patt on, 'V ' 'estern Washington REGARDING: Kitchen Hood Bracing Details DATE: As you requested, here are copies of figures A-13, A-30 and A-31 from the SMACNA KITCHEN VENTILATION SYSTEMS AND FOOD SERVICE EQUIPMENT FABRICATION AND INSTALLATION GUIDELINES first edition. This book can be purchased through the SMACNA — Western Washington office in the AGC Building. A Clusit, tar Liu. Shiti Mrtal Air Ctantliholaisag Omar:actor: Iota, %I 11 W.SMar::::WW.0772 Uo U1: U.ar c sei ALL CHANNEL INTERSEC11ONS ARE TO BE WELDED WITH 1• (25.4 mm) OF FILLET WELD ON EACH SIDE 294" (63.5 mm) x 23'? (63.5 mm) x -� 16 ga (1.59 mm) DWG. BRACING SEE FIGURE A -30 OR A -S1 WHEN ROD EXCEEDS 19" (483 mm) LONG 254- (63.5 mm) 294' (63.5 mm) x 16 ga (1.59 mm) ANGLE FRAME WORK INSTALL END BRACING TYP. EA. END PER FIGURE A -14 FRONT ELEVATION FIGURE A -13 HOOD BRACING ',£• (9.5 mm) ROD HANGERS IN EXPANSION ANCHOR AT 6' (1830 mm) MAX OC THRU ANGLE FRAME WORK 0.r - / IV) STRUCTURE ABOVE Food Service Equipment - First Edition A.17 I! 1 1 MIN. 2 MAX (ww ose0 1 'XVW .0-,9 `1/8 V 2-12 .s ` HOOD BODY F Uo U1: U.ar c sei ALL CHANNEL INTERSEC11ONS ARE TO BE WELDED WITH 1• (25.4 mm) OF FILLET WELD ON EACH SIDE 294" (63.5 mm) x 23'? (63.5 mm) x -� 16 ga (1.59 mm) DWG. BRACING SEE FIGURE A -30 OR A -S1 WHEN ROD EXCEEDS 19" (483 mm) LONG 254- (63.5 mm) 294' (63.5 mm) x 16 ga (1.59 mm) ANGLE FRAME WORK INSTALL END BRACING TYP. EA. END PER FIGURE A -14 FRONT ELEVATION FIGURE A -13 HOOD BRACING ',£• (9.5 mm) ROD HANGERS IN EXPANSION ANCHOR AT 6' (1830 mm) MAX OC THRU ANGLE FRAME WORK 0.r - / IV) STRUCTURE ABOVE Food Service Equipment - First Edition A.17 R a $' a M 0 . 0 1W (41.3 mm) FRAMING CHANNEL (12 ga (2.76 mm)) 34" (9.5 mm) SO. HEAD CUP POINT SET SCREW AT 24" (610 mm) 00 MAX. 18 ga (1.61 mm) MIN. BENT E WASHERS AT 24" (610 mm) OC DETAIL 'A' STIFFENER CONNECTION FOR %" (22.2 mm) ROD AND SMALLER DETAIL 'C' CHANNEL WITH HANGER ROD JAM NUT , 1)4" (38.1 mm) SO. x K" (3.2 mm) E WASHER CLAMPING NUT WITH SERRATION FRAMING CHANNEL PER DETAIL ROD ('h" (22.2 mm) MAX.) (HANGER ROD CARRIES ALL VERTICAL LOAD) TORQUE VALUES FOR FRAMING CHANNEL BOLTS BOLT SIZE: FOOT POUNDS: 'A" (8.4 mm) 6 'h•" (7.9 mm) 11 'k" (9.5 mm) 19 Y2" (12.7 mm) 50 HANGER ROD DETAIL 'B' ALTERNATE STIFFENER CONNECTION 34" (9.5 mm) 'U' BOLT HANGER ROD 1 %" (41.3 mm) FRAMING CHANNEL (12 ga (2.75 mm)) 14" II 5" x 2" (5.4 x 127.0 x 50.8 mm) STEEL PLATE MATERIAL: 12 GAGE (2.75 mm) STEEL DETAIL 'D' 1 /s" (41.3 mm) FRAMING CHANNEL SECTION 0 C 01 01 c n m 0 3 to 08 01:03p Doug Patterson 1° (12.7 mm) TYP. VERTICAL HANGER HANGER ROD Ve (6.4 mm) 'Li' BOLTS AT 2' -0" (610 mm) FIGURE A -31 ALTERNATE ROD STIFFENER Food Service Equipment • First Edition (3601 373 - 1364 p.4 Q xl OR (2) 14 ga It (19.1 mm x 32 mm OR (2) 1.98 mm) A.35 Heating Equipment Schedule ' e. sreezr �. tit Capscity $tu/h t -oi., M Total CFM t oz,t OSAcfm or Econo? -o3 e Output BWh D]l _ j _ Equip ID Brand Name' Model No.' input Ruh Applicant Phone: $ J L 7J 760 3 - . 1 � an E uipment Schedule se.a- tom(, t -p3 ar L r•c' -"D l Equip ID Brand Name' Mode! No.' -- CFM . 8P' -- -- HP/BHP Flow Control' Location of Service Imo. _._�__ "10rr,/1 .__. Received Time Sep. 6. 4:59PM Project Info Project Addreaa � o t � � r7 nerV71 F Bpiidi'�g�e P � a !� . Mr's r) � . . .. 4 to Leo cocfo RA-T r DP-W .� IL rr $ QE, , � } /� hlo tZ .` -t M) ,� �6 j/�, c V i t e. K Applicant Name J / 7 44 ,444 � % Apphcant 921 S B',7 _ r''pj Applicant Phone: $ J L 7J 760 3 - . 1 � 09- 06 -'07 15:10 FROM- publicworks /dcd 2064313665 CITY OF TUKWILA - BUPLD)P G DJVJStON 2008 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM moswaensnoM Ewa Norovsiavntial Et gyC OunDruaal Famt Project Description Briefly describe mechanical system type and features_ lades Plans Equipment Schedules V!'4i- i'i..4T Orr (_xt 1.44 P6Y-- Y ��i,cr�c . V Ox. i Tzsp ) .4S vstr.w 4v-5 r-l� 4 4pPtyle.".1 OF a 41.. f 4c-IGacesda -4 D.. (Zc, • roe s-*4 tr (nll77 -Z 4.'-s s1ts '1 aa.rrr<4.t‘4wr,,.5,.( r.C$ moo.- ts•Sil 4 ot u��r 4 f.. g.,p. -a : coca b41..L4 et,' a .a- t. p.-iv. v._a rr % 'Sr( S Include documentation requiring compliance with commissioning requirements. Seclion 1418. Optian I0 Slmple System )Complex System 0 Systems Analysis j Compuance (See Decision Flowchart (over) for quail ications. Use separate MECH - SUM far simple & complex systems.) The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans. Win the required information below. Cooling Equipment Schedule St-.t:getEe,r 1.41a e.41...-0 ( CsPY OSA CFM ID Brand Name' Model No.' _ . stuer Total CFM or Econo? Equip. • Ow. T -187 P012/015 F -856 'Crawl A173007 q errors anti System Description See Section 1421 for tall description of [ Simple System quellficellon4 if Heating/Cooling or Cooling Only: Q Constant col? ❑ Split system? Air cooled? Q Packaged sys? Q <20,000 st„h� ❑ Economizer included? If Pleating Only. ❑ <5000 dm? ❑ <70% outside air? 69- 06 -'07 15:10 FROM- publicworks /dcd 2064313665 �� • • V. j Vr1Y�t4n - V�./�I..Y��V MI�VIVI� 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM D ecision flowchart ( START Heating Only Complex Systems Yes Yes Received Time Sep 6 4:59PM T -187 P013/015 F -856 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 <5000 dm7 Air Cooled, onstant Vol? <70% OSA Econo rick :dad ingl Package Unit? • ofC <20,000 tuh? otal Ca . economize <240.000 Etch r 10%? Simple System Yes Allowed �# (section 1420) Pl0 Systo «84 etch? 0 Cr Adjacent to utdoo o! C <54.000 tub? Reference Section 1421 Heating /Cooling or Cooling Only Yes Yes No Refer to MECH -COMP Mechanics! Complex Systems for assistance to determining which Complex Systems requirements are applicable to this project. Project Address -'- .�"� o cra y a 2„arr • ce tma t - t -o .u. c.a, t44 - gat f,S Dale I i — to - a - 7 The fottowing information Is necessary to check a mechanical permit application for compliance wfth the mechanical Washington State Nonresidential Energy Code. requirements in the Applica • ity Code (yes, no, n.a.) Section Component 'information Required — Location on Plans = ui • ng s epartment Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 • ulpment • domineer 14/6. 1411.4 • kg. a = C. VS elg. List heat pumps on schedule 14 . -fe,, 1411.1 Min um efficiency Equipment schedule with type, Capacity, *Mc ency 1.41.-ot t!Y µ /A- Combustion htg. n• irate Intermittent Ignition, flue/draft damper la at on 1412 HVAC controls 'le-S 14 21 Temperature zones Indicate locations on plans vol. `"(e Deadband control Indicate b degres • adban • m n mum 41e. 412.3 Humidity Control Indicate hunddtata% '� �� - - �(e, 4124 r utomatio setback Indicate thermos t g t Satin and 7 di . day types S `0 1412.41 Dampers Indicate damper location an • auto controls & mar_ leakage .( 1412 4 2 Optimum Start Indica optimum start aontrots Mt.o v A. 1412.15 Heat pump control Indicate m - • processor on thermostat schedule _ N L7 1412.6 Combustion htg. Indicate modulating or staged control - %l 1412 7 $a ndreate balancing features on plans tSr t13i!a .( 1412.1 a on Cont • indicate demand control ventilannior itigh- occupancy areas SP EC V. 1 Thermostat me • - Indicate thermostat tntertock pans Spec_ `(ES Econom zers Equipment schedule Me.,o i 1413 "((CS 413 Air Econo Operation Indicate 100% ca • . 1 on a e • Lite t't I A- 1413.1 Wtr Econo Operation Indicate 100% cepac ty at 4 gF d • 40 deg F wb a at 4 32 r Econo Doc Indicate clg bad & water *canoe & ctg tower performance l4 (i. 6S 74 3 Integrated operation Indicate capability for parse co • ng ry 11 /L Hum dificatton Indicate direct evap or og atom •n w/ a economizer r ,t, ,, ` 1414 Ducting systems KES 14141. Duct sealing Indicate sealing necessary iFe ES 14142 Duct insulation Vac K m...S . 1415.1 Pip ng Insulation 4 r c_ 6- 141621 Commissionin@ • 141622 = - Ind oats a r and water system balancing & functional testing Mz.a b42.D. 1416.2.4 Comilla on ng n•'cate O &M manuals, record drawings, staff training f 1413 2.5 Comm Report Ind cats requirements for prelim. & final commissioning report t .• ‘(P.-4 1434 Separate a sys. Ind • separate systems on plans M.i. A `{ES ec am= Summary Form r ample rr an • ache • . qu pment s ' u a typal, put/output,' ' : , • •,., r a ., ,f. '. • .. ,t l• • • • • • _ -0 •n .. - -►. 1440 Service water btg. — -- - - -�^ a- A 1441 Elea water heater Indicate 0 nsulatlon tin •ertank a!A - 1442 abut-off controls Indicate tutomatto ahut•cff • t1/41.1.4 1443 Pipe Insulation Indicate R •value • Insu at on on piping 14 /A. w 14 Heat Pump C • P indicate minimum COP e . • �� 1452 eater Effie ncy ndicate pool heater etfictency — - A. 1453 Pool heater contra Indicate s ch and 65 degree control 0 ........1 T:....--0.. C A. r t106 - - --. ht /a, 09- 06 -'07 15:10 FROM- publicworks /dcd 2064313665 • T -187 P014/015 F -856 2005 Washin to tate Nonresidential Ene Code Com. Dance orm r Mechanical Permit Plans Checklist 2006 t eni an'^ NNnerwrd.ndar Energy • • Compianes rams !1 MECH -CHK R®vbed 2007 Packsgad Eli CAE c 60 gat storage 0.58 0.7t 60 bTbgel storage 0.57 0.71 Ito gat storage n S 0.70 alettrieliesimointigooi fig aeLlem nt: Packaged deckle • 09- 06 -'07 15:11 FROM- publicworks /dcd 2064313665 T -187 P015/015 F -856 Mechanical Permit Plans Checklist .• whatever Maas Newmmetei agy ode Com$gncorem MECH•CHK R. sedJuy spar 'ac an ca - enera - = q icemen 1411.1 General: Equlpnent Ma have a minimum performance it the specitted retina eonddons not toss then tab values shown in Tana 14 -1A through 54 -1G. If nationally recognized certification program deists for a produ ct covered in Tablas 14 -1A through 14.10, end t includes previalona for verffcallon end challenge of equipment tendency feting: ihen the product shall be dated in the certificadon Program. Gets-Arad and dl-Ared forced air furnaces with Input ratings > 228 000 Btul h (a kW) and at era heaters shall also have an intermittent igntion crirltertpted device (1ID), end have either mechanical draft (Including porter venting) or a Aue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion sir Is drawn from the conditioned space. Al furnaces with Input ratings 225,000 Stunt (Bel kW), (nailing electric furnaces. that are not located wi Nn the cemdaoned space shall have Jacket losses not exces ng 076% of the input rating. 1411.2 Rating Conditions: Coding equipment shall be rated it ARl test mndMons and procedures when available. Where no applicable procedures ends, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Sena ice Water Heating: For combination specs and seMee water hearers with i prtncipel function of providing Vacs heat. to Combined Annual Efficiency ( CAE) may be calculated by ushrg ASHRAE Standard 124 - 1041 - Storage wailer heaters used In apmm'allon space heat and water heat applications Mae have either an Energy Metal (Er) or a CAE of not less than the following: 141t4 equipment presiding both haatng end cooling with a total coding capacity greater than 20. Bloch shag be a heal pump. Exception: Unstated egtlpment or cabinets used soiey for persona! tireless service (adlities 1412 Controls 1412.1 T4mpeiature Controis; Each system shalt be provided with at least one temperature control device. Each zone shall be controlled by individual !hemostatic controls responding to temperature within the zone. At e mirUmwn. each floor of a busting dun be considered ss • separate son* 1412.2 Deadbapd Controls: When used to centre! boot co foR heating and tcoing, zee thermostatic controls shell be capable of ■ deedbend of at least S degrees Fwithin which the supply casting and eo ding energy to the zone is shut offer reduced b e minimum Excepttans: 1 Spedai occtrpartoy. sandal Image, er cede requirements where deadbend controls era not appropriate 2 Suddfrge complying watt Seaton 1141.4. Win the proposed build?ng energy analysis, hearing and cooling thermostat setpoints are set to the lama temperature between 70 degrees F end TS degrees F inclusive, end assumed lobe constant throughout the year: 3 Thermostats that require manual changeover between healing and cooling modes. 14f2.3 Humidity Controls: if a system Is equipped with a means for ading moisture, a humideatat shall be provided. 14124 Setback end Shut kSVAC'yatems shall be equipped with automatic controls Capable of eccompfeling a reduction of energy see through control setback or equipment shutdown during periods glom -use or alternate use of the spaces served ty the system The monistic controls shell haw a minimum swan -day dock and be capable of being sat for seven (afferent day types per week It must ►otain programming end time fora pourer Ion et 10 hours and Include an accessible manual override dim to 2 hours. Exceptions: 1. systems serving areas which require continuous operation at the Same temperature setpotnt 2 Equipment wth 541 toed demands of 2 kW (8,e26 atuIh) or less may be controlled by readily accessible mould eKfiour controls. 3. Systems controlled by an occupant sensor that le capable of shutting the system off 'anon no occupant is wheedler a period of up l0 30 mksrtes. 4. Systama Controlled solely by g manually operated Amer capable of operating the system fordo more than two hours 1412.4.1 Dampers: Outside sir intakes, exhaust Knits and relief outlets serving condganed spaces shall bo equippped with dampers vetch close au somatically when the system Is off or upon power fettle. Stair shaft and elevator daft smoke relief openings sled be equipped with nommty open (fats to open upon tae otpower) dampers These damper' shat remain closed until activated by the ire a term system or saner approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2 Combustion air Intakes. 3 w3Received Time"Sep 6 o 4:59PM WV •. I I • VIII AI IV • •.. Y•VWMWI I■$1 1 ••r .I•.I.••. •r.•. ca..: .r, o or - � g • C .any ventilation (DCV) Is required for apices that era larger than 5001? have a design occupancy for ventladen of greater than 40 people for 1000 It2 of floor area and are gamed by systems with one or more of the tdfowing: a. An ear •side economizer Automatic modulating control of the outdoor air damper or a A design o tdoar airflow greater than 3000 dm Exceptions: 1- Systems with energy recovery complying whh Section 1438 2. Multiple-zone systems without dired -dieal control of individual zones communicating with a central could panel. 3. Systems with a design outdoor allow less than 1200 dm 4. Spaces Mere the supply atrftowrate mleus any makeup or outgoing transfer air requirement is less than 1200 ern 1413 Alr Economizers 1413.1 Operation Air economizere shell be of automatically modulating onside and return* dampers to provide 100 percent of the design supply sir ors outatde se to reduce or sltrnhWe the need for meth enlcet cooling. Water economizers shell be capable of providing the total concurrent cooling load served by the connoted termfrhpt equipment lacking *side economizer. at outside air temperatures of 45 °F dry- bulbf40 °F wet -btdb and below For this catcuted on, at factors including solar and Internal bad shag be the same as those used for peak load calculations. except for the ouldde temperatures Exception: Water economizers using ilk- cooled heat rejection equipment may use a 35 4 F tdty - tulb outside alt to mperahma for this calcadatdn This exception hi limited to a maim= of 20 tons per building 1413.2 Dacumetltattore Water economizer plane submitted for approval shall • include to fala eng Information 1. Matdmum outside air conditions fore/hie n economizer le sized to provide And cooling 2. Design cooling load to be provided by economizer at this outside air condition a Heat refection and terminal equipment performance data including model number. now veto. capacity. entering ing and easing temperature in full ecanoadzercooling mode. 1413.3 Integrated Operation: Air economizers shelf be capable of providing parliel cooling even when additional mechanical cooling fs required to meet the remainder of the cooling toad Exceptions: 1. Individual, direct expansion units that have s rated capacity Less than 65.000 Slut and use nonintemsted economizer coaled' that preclude simultaneous operation tithe economizer and mechanical coding 2 Water.000ied water elallers w waterside eoonoinizer_ 14134 Humidilkztion: if en air economizer loo required an a cooing system for which humidifiarion equipment Is to be provided to maintain minimum indoor humidity levers, then the humidufter shall be of the *debate typo (direct evaporative media of tog atomization type) Exceptloas: 1. Health ems facilities where WAC 248 420.625 atom only steam work }2 Combustion Heating Equlppmsnt trots: Comombustion heating ti equtpment with comb ce n �er225 D00 Btu At shag have modulating or 2 Systems with water economizer 3. 100%outside air grahams eight= provisbns for dr recirculation to the antral supply tan. 4 Nonecateac humidifiers Cumulatively serving no mere than 10% of a beldtfg's atreconomizer capacity se measured in cfrn. This Wars to Ds system dm sating rooms with stand alone or duct mounted humidifiers 1414 Ducting Systems 1414.1 Sealing: Duct twit which le designed to operate it pressursa above 112 inch water column steno p-secum shwa be anted In accordence with Standard RS- 1a. Extent of eating 'mitred is as follows: 1_ Static pressure: 112 inch to 2 inches: seal transverse Joints. Static pressure: 2 Incites to 3 inches; seal an transverse joints and longitudinal seams. 3. Statics premium above 3 k dreg: seal all transverse Joints, longitudinal sear= end duct wall penetrations Duct tape and other pressure stntahive tape shall not be wed se the primary sealant where duels are designed to operate at stab a pressures of 1 Inch W C. or Greater. 14142Insutation: Dudi and plenums that are constructed and function as pert of the bunting envelope, by separating interior space front exterior r space. shall meet as applicable requirements of Chapter 13. These re qulrements include Insulation betel egcn, moisture coned, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be lsdated from Ma conditioned space by Insulating Interior surfaces to a minim in of R -11 and any exterior envelope surfaces per Chapter 13. outside elf ducts serving shall al supply sir wits with less than 2,000 dal of total supply alr pacxy E•C' e _... :c t0 e r.'; • ouis • is C.. \ zccor.. I: CresaPartners April 28, 2008 Dear Mr. Rambo: Sin CO R P C R Bill Rambo, Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Kitchen Academy Southcenter Corporate Park 3600 Corporate Drive North, Building #10 Tukwila, Washington k TE REAL ESTATE DER' = D ''' j ib Permit No. By Date: S 8 o Mechanical Permit Application Number M07 -201 Revision to Fire Damper Schedule We wish to submit a revision to our approved mechanical permit design. Our engineers have evaluated the building code requirements for the fire dampers in our HVAC ductwork and have determined that six dampers listed as fire /smoke dampers in our approved permit drawings only need to be fire dampers to comply with the International Building Code requirements. We have enclosed an excerpt from section 707, paragraph 707.2, exception #7 states that a shaft enclosure is not required for our ductwork and therefore a fire /smoke damper is also not a requirement. Therefore with your concurrence we intent to install fire dampers per the attached schedule in lieu of the fire /smoke dampers listed in our previous damper schedule. on4D CODE COMPLIANCE APPROVED MAY - 6 2008 Of Tukila Thank you for your consideration of our request. If a notify me immediately. ERS ♦ ST. LOUIS ert J. Sine S /rjs Allen Johannessen, City of Tukwila Plans Examiner Enclosures No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan suhmittai and may include e a: plan review fepC !' C 1 • c:. L::!S M!SSCUr! 5314e RECEIVED CITY OF TUKVVILA MAY 012008 PERMIT CENTER :c, 31 4.968.3220 • fax 314 .568.5050 • Ndd:W.CCeSc plan review approval is subject to errors and omission Approval of construction documents does not authoriz the violation of any opt :. • . - or ordinance. Receli of approved Fieldy • conditions is acknowledge City of Tukwila BUILDING DIVISION equest, please REVISION N0. )AO Atisrz¢al April 28, 2008 Kitchen Academy Seattle 360 Corporate Drive North Tukwila, WA 98168 City of Tukwila Permit # M07 -201 Revise Fire Damper Schedule shown on Drawing #M2 -02 Fire /Smoke Dampers previously identified as FSD 6 through FSD 11 should be reclassified as Fire Dampers FD 6 through FD 11 SCHEDULE (i3\ FIRE DAMPER MARK LOCATION MFR TYPE MODEL SERVICE ORIENT DUCT SIZE WxH(IN) DAMPER TYPE DAMPER RATINGS MIN /FUSE NOTES FD -1 MACH Rif 1159 RUSKIN A DIBD2 EA VERTICAL 6 -• CURTAIN 90 MIN in FD -2 ELEC RU 115A RUSKIN A DIBD2 EA VERTICAL 6.0 CURTAIN 90 MIN 13 FD -3 FILE ROOM 213 RUSKIN A DIBD2 SA VERTICAL 48X18 CURTAIN 90 MIN El FD -4 FILE ROOM 213 RUSKIN A DIBD2 SA VERTICAL 46118 CURTAIN 90 MIN 0 FD -5 FILE ROOM 213 RUSKIN A D1902 SA VERTICAL 8 -• CURTAIN 90 WIN I : FD -6 STUDENT SERV. 212 RUSKIN A DIBD2 EA VERTICAL 6 CURTAIN 90 MIN 1 : FD -7 STUDENT SERV. 212 RUSKIN A 01902 RA VERTICAL 40X20 CURTAIN 90 MIN 0 : FD -8 STUDENT SERV. 212 RUSKIN A DI902 SA VERTICAL 56X16 CURTAIN 90 MIN Q : FD-9 STUDENT SERV. 212 RUSKIN A DIBD2 EA VERTICAL 12X8 CURTAIN 90 MIN Q i : FD -10 HALLWAY 209 RUSKIN A DIBD2 SA VERTICAL 42X20 CURTAIN 90 MIN 0 FD-11 LIBRARY 206 RUSKIN A DIBD2 EA VERTICAL 10X10 CURTAIN 90 MIN U NOTES: 0 165'F FUSIBLE UNK. TYPE A - BLADES IN AIRSTREAM TYPE B - BLADES OUT OF AIRSTREAM April 28, 2008 Kitchen Academy Seattle 360 Corporate Drive North Tukwila, WA 98168 City of Tukwila Permit # M07 -201 Revise Fire Damper Schedule shown on Drawing #M2 -02 Fire /Smoke Dampers previously identified as FSD 6 through FSD 11 should be reclassified as Fire Dampers FD 6 through FD 11 2. Fire doors serving an exit enclosure. 3. Openings shall not be limited to 120 square feet (11 m or an aggregate width of 25 percent of the length of the wall where the opening protective assembly has been tested in accordance with ASTM E 119 and has a minimum fire- resistance rating not less than the fire - resistance rating of the wall. 706.8 Penetrations. Penetrations through fire barriers shall comply with Section 712. 706.8.1 Prohibited penetrations. Penetrations into an exit enclosure shall only be allowed when permitted by Section 1020.5. 706.9 Joints. Joints made in or between fire barriers shall com- ply with Section 713. 706.10 Ducts and air transfer openings. Penetrations by ducts and air transfer openings shall comply with Sections 712 and 716. SECTION 707 SHAFT ENCLOSURES 707.1 General. The provisions of this section shall apply to vertical shafts where such shafts are required to protect open- ings and penetrations through floor /ceiling and roof/ceiling as- semblies. 707.2 Shaft enclosure required. Openings through a floor /ceiling assembly shall be protected by a shaft enclosure complying with this section. Exceptions: 1. A shaft enclosure is not required for openings totally within an individual residential dwelling unit and connecting four stories or less. 2. A shaft enclosure is not required in a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 for an escalator opening or stairway which is not a portion of the means of egress protected according to Item 2.1 or 2.2: 2.1. Where the area of the floor opening between stories does not exceed twice the horizontal projected area of the escalator or stairway and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA 13. In other than Groups B and M, this application is limited to openings that do not connect more than four stories. 2.2. Where the opening is protected by approved power - operated automatic shutters at every floor penetrated. The shutters shall be of noncombustible construction and have a fire- resistance rating of not less than 1.5 hours. The shutter shall be so constructed as to close immediately upon the actuation of a smoke detector installed in accordance with Section 907.11 and shall completely shut off the well opening. Escalators shall cease oper- 2003 INTERNATIONAL BUILDING CODE& FIRE - RESISTANCE -RATED CONSTRUCTION ation when the shutter begins to close. The shutter shall operate at a speed of not more than 30 feet per minute (152.4 mm/s) and shall be equipped with a sensitive leading edge to arrest its progress where in contact with any obstacle, and to continue its progress on re- lease therefrom. 3. A shaft enclosure is not required for penetrations by pipe, tube, conduit, wire, cable, and vents protected in accordance with Section 712.4. 4. A shaft enclosure is not required for penetrations by ducts protected in accordance with Section 712.4. Grease ducts shall be protected in accordance with the International Mechanical Code. 5. A shaft enclosure is not required for floor openings complying with the provisions for covered malls or atriums. 6. A shaft enclosure is not required for approved ma- sonry chimneys, where annular space protection is provided at each floor level in accordance with Sec- 7. In other than Groups I -2 and I -3, a shaft enclosure is not required for a floor opening that complies with the following: 7.1. Does not connect more than two stories. 7.2. Is not part of the required means of egress sys- tem except as permitted in Section 1019.1. 7.3. Is not concealed within the building construc- tion. 7.4. Is not open to a corridor in Group I and R oc- cupancies. 7.5. Is not open to a corridor on nonsprinklered floors in any occupancy. 7.6. Is separated from floor openings serving other floors by construction conforming to required 8. A shaft enclosure is not required for automobile ramps in open parking garages and enclosed parking garages constructed in accordance with Sections 406.3 and 406.4, respectively. 9. A shaft enclosure is not required for floor openings between a mezzanine and the floor below. 10. A shaft enclosure is not required for joints protected by a fire - resistant joint system in accordance with Section 713. 11. Where permitted by other sections of this code. 707.3 Materials. The shaft enclosure shall be of materials per- mitted by the building type of construction. 707.4 Fire- resistance rating. Shaft enclosures shall have a fire- resistance rating of not less than 2 hours where connecting four stories or more and not less than1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezza- nines. Shaft enclosures shall be constructed as fire barriers in accordance with Section 706. Shaft enclosures shall have a 93 i ^m;raham 5ras: ar C & aa... tat ,. C:nc:r.na:i _,,alas Oar, a: De::''1 Fair: ':e16 Ct'arts Has sI un =.n"eics A1em.r bat Mau.: I.1 -, .,rmecrcl . Mon:resi C.: c ^e Cocn: ct:F Past' Ave Pare mns P C: Ia cie!ph;a PlIt S1 Pcstisnc Prircetnn _ u:,amen:, Par. Franc,scc Ser P ea,..: C: LOUT. TUCrtr T� sor.s Cornrl V"sncnuser U ashi riton DC CresaPartners February 27, 2008 C O R P O R A T E Bill Rambo, Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Kitchen Academy Southcenter Corporate Park 3600 Corporate Drive North, Building #10 Tukwila, Washington REAL ESTATE SERVICE ADVISORS Permit Noe FILE COPY . 07 . ki Subject to errors and om§ }} signs. = z.. . �� ! ?p$ horizt REVIEWED FOR , CODE COMPLIANCE APP ROVE Ci r/ Of u ila B IL'IN DM ION MAR - 6 2008 Response to Correction Letter #1 Mechanical Permit Application Number M07 -201 Dear Mr. Rambo: We have enclosed two sets of our revised mechanical plans to respond to the comments in Mr. Johannessen's memorandum of October 8, 2007 as follows: 1. Details of grease duct shaft enclosure: we have attached detail # ASK -01 prepared by our architect, Valerio Dewalt Train showing the construction of the grease duct shaft. In addition we have enclosed excerpts from 2006 IMC section 506.3.10, specifically exception #1 which allows our method of wrapping the duct with 2 hour rated fire wrap. Keyed Note #1 on sheets M1 -01 and M1 -02 list the specification for the fire wrap. 2. Specifications for grease ducts and hoods: Section 158150, "Metal Ducts" state the materials and methods of construction for the grease ducts and hoods as well as code compliance requirements. Paragraph 3.2 (page 158150 -5) states that all range hood exhaust ducts will comply with NFPA 96, concealed ducts will be made from carbon steel and exposed to view ducts made from type 302 stainless steel . We have also included the City's revision submittal cover sheet Thank you for your further consideration of our permit application. If anyone should have any further questions or concerns, please don't hesitate to contact us. RJS /rjs Enclosures 1401 S. Brentwood Blvd., Suite 900 • St. Louis, Missouri 63144 tel 314.968.0220 • fax 314.968.5050 • www.cresapartners.com CORRECTION LTR# RECEIVED FEB 2 9 2008 vt 07. 20 ' PERMIT CENTErn AtisReal PREMANUFACTURED ROOF CURB PER MECH. WOOD BLOCKING PER MECH. TI ROOF EL. • VARIES WOOD JOIST. REFER TO STRUCT. DRAWINGS GYP. 8D. AS SCHEDULED SLIP JOINT: ATTACH GYP. BD. TO STUDS. NOT TO TOP TRACK 1LAYER OF 5/8• GYP. 8D. ON 3 5/8• MIL STUDS. 2 HOUR FIRE WRAP INSULATION WALL. FLOOR. AND BASE FINISHES AS SCHEDULED EXISTING LIGHTWEIGHT CONC. TOPPING ON 3/4" PLYWOOD S SECOND FLOOR EL. • ACOUSTIC SEALANT AS REQUIRED GYP. BD. AS SCHEDULED 2 HOUR FIRE WRAP INSULATION DETAIL @ GREASE DUCTS SCALE NONE CORRECTION LTR# MO'1 2OI ;!%_'R VDTA 07155.00 REFERENCE A7-02 DATE 02/05/08 `' DESCRIF7I0N RECEIVED ED D CTS @GREASE FEB 2 9 2008 PERMIT CENTER SCALE: NONE SHEET NUW3ER ASK -a01 500 North Dearborn Street Chicago, Illinois 60610 PH 312.332.0363 FX 312.332.4727 vertical risers. Where such entry is provided, the duct and its supports shall be capable of supporting the additional load and the cleanouts specified in Section 506.3.8 are not required. 506.3.9 Grease duct horizontal cleanouts. Cleanouts located on horizontal sections of ducts shall be spaced not more than 20 feet (6096 mm) apart. The cleanouts shall be located on the side of the duct with the opening not less than 1.5 inches (38 mm) above the bottom of the duct, and not Iess than 1 inch (25 mm) below the top of the duct. The opening minimum dimensions shall be 12 inches (305 mm) on each side. Where the dimensions of the side of the duct prohibit the cleanout installation prescribed herein, the openings shall be on the top of the duct or the bottom of the duct. Where located on the top of the duct, the opening edges shall be a minimum of 1 inch (25 mm) from the edges of the duct. Where located in the bottom of the duct, cleanout openings shall be designed to provide internal damming around the opening, shall be provided with gasketing to preclude grease leakage, shall provide for drainage of grease down the duct around the darn, and shall be approved for the application. Where the dimensions of the sides, top or bottom of the duct preclude the installation of the prescribed minimum -size cleanout opening, the cleanout shall be located on the duct face that affords the largest opening dimension and shall be installed with the opening edges at the prescribed distances from the duct edges as previously set forth in this section. 506.3.10 Grease duct enclosure. A grease duct serving a Type I hood that penetrates a ceiling, wall or floor shall be enclosed from the point of penetration to the outlet terminal. A duct shall penetrate exterior walls only at locations where unprotected openings are permitted by the International Building Code. Ducts shall be enclosed in accordance with the International Building Code requirements for shaft con- struction. The duct enclosure shall be sealed around the duct at the point of penetration and vented to the outside of the building through the use of weather - protected openings. Clearance from the duct to the interior surface of enclosures of combustible construction shall be not less than 18 inches (457 nun). Clearance from the duct to the interior surface of enclosures of noncombustible construction or gypsum wall board attached to noncombustible structures shall be not less than 6 inches (152 mm). The duct enclosure shall serve a single grease exhaust duct system and shall not contain any other ducts, piping, wiring or systems. Exceptions: 1. The shaft enclosure provisions of this section shall not be required where a duct penetration is pro- tected with a through- penetration firestop system classified in accordance with ASTM E 814 and having an "F" and "T" rating equal to the fire -resis- tance rating of the assembly being penetrated and where the surface of the duct is continuously cov- ered on all sides from the point at which the duct penetrates a ceiling, wall or floor to the outlet ter- minal with a classified and labeled material, sys- CORRECTION 2006 I T R . icAL CODE Mo72.oI • EXHAUST SYSTEMS tern, method of construction or product specifi- cally evaluated for such purpose, in accordance with ASTM E 2336. Exposed ductwrap systems shall be protected where subject to physical dam- age. 2. The shaft enclosure provisions of this section shall not be required where a duct penetration is pro- tected with a through- penetration firestop system classified in accordance with ASTM E 814 and having an "F" and "T" rating equal to the fire resis- tance rating of the assembly being penetrated and where a prefabricated grease duct enclosure assembly is protected on all sides from the point at which the duct penetrates a ceiling, wall or floor to the outlet terminal with a classified and labeled prefabricated system specifically evaluated for such purposes in accordance with UL 2221. 3. A duct enclosure shall not be required for a grease duct that penetrates only a nonfire- resistance -rated roof/ceiling assembly. 506.3.11 Grease duct fire- resistive access opening. Where cleanout openings are located in ducts within a fire - resistance -rated enclosure, access openings shall be provided in the enclosure at each cleanout point. Access openings shall be equipped with tight - fitting sliding or hinged doors that are equal in fire - resistive protection to that of the shaft or enclosure. An approved sign shall be placed on access opening panels with wording as follows: "ACCESS PANEL. DO NOT OBSTRUCT." 506.3.12 Exhaust outlets serving Type I hoods. Exhaust outlets for grease ducts serving Type I hoods shall conform to the requirements of Sections 506.3.12.1 through 506.3.12.3. 506.3.12.1 Termination above the roof. Exhaust out- lets that terminate above the roof shall have the discharge opening located not less than 40 inches (1016 mm) above the roof surface. 506.3.12.2 Termination through an exterior wall. Exhaust outlets shall be permitted to terminate through exterior walls where the smoke, grease, gases, vapors, and odors in the discharge from such terminations do not create a public nuisance or a fire hazard. Such termina- tions shall not be located where protected openings are required by the International Building Code. Other exte- rior openings shall not be located within 3 feet (914 mm) of such terminations. 506.3.12.3 Termination location. Exhaust outlets shall be located not less than 10 feet (3048 nun) horizontally from parts of the same or contiguous buildings, adjacent buildings, adjacent property lines and air intake open- ings into any building and shall be located not less than 10 feet (3048 mm) above the adjoining grade level. Exception: Exhaust outlets shall terminate not less than 5 feet (1524 mm) from parts of the same or con- tiguous building, an adjacent building, adjacent prop- erty line and air intake openings into a building where RECEIVED FEB 2 9 2005 43 PERMIT CENTER p ae ._›.,ec,r(cAr70/1/ Kitchen Academy — Tukwila SECTION 158150- METAL DUCTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Sections "Seismic Protection," "Basic Mechanical Requirements," and "Basic Mechanical Materials and Methods" all apply to the work of this Section as if fully repeated herein. 1.2 SUMMARY A. This Section includes metal ducts and plenums for supply, return, outside, and exhaust air - distribution systems in pressure classes from minus 2- to plus 10 -inch wg (minus 500 to plus 2500 Pa). Metal ducts include the following: 1. Rectangular ducts and fittings. 2. Single -wall, round, spiral -seam ducts and formed fittings. B. Related Sections include the following: 1. Division 7 Sections "Fire Resistive Joint Systems" and "Joint Sealants" for fire- resistant sealants for use around duct penetrations and fire - damper installations in fire -rated floors, partitions, and walls. 2 Division 8 Section "Access Doors and Frames" for wall- and ceiling - mounted access doors and for access to concealed ducts. 3. Division 15 Section "Mechanical Insulation." 4. Division 15 Section "Duct Accessories" for dampers, sound - control devices, duct- mounting access doors and panels, turning vanes, and flexible ducts. 5. Division 15 Section "Air Terminals" for temperature control terminal units. 6. Division 15 Section "Diffusers, Registers and Grilles." 7. Division 15 Section "HVAC Instrumentation and Controls" for automatic control dampers and actuators. 8. Division 15 Section "Testing, Adjusting and Balancing" for air balancing and final adjusting of manual volume dampers. 1.3 DEFINITIONS A. Thermal Conductivity and Apparent Thermal Conductivity (k- Value): As defined in ASTM C 168. In this Section, these values are the result of the formula Btu x in./h x sq. ft. x deg F or W/m x K at the temperature differences specified. Values are expressed as Btu or W. 1. Example: Apparent Thermal Conductivity (k- Value): 0.26 or 0.037. 1.4 SYSTEM DESCRIPTION A. Duct system design, as indicated, has been used to select size and type of air - moving and - distribution equipment and other air system components. Changes to layout or configuration of duct system must be specifically approved in writing by the design professional. Accompany CORRECTION LT 07155.00 17 September 2007 158150 -1 ECEIVED FEB 2 9 2008 , t =RMiT CENTE Kitchen Academy— Tukwila 07155.00 17 September 2007 requests for layout modifications with calculations showing that proposed layout will provide original design results without increasing system total pressure. 1.5 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code -- Steel," for hangers and supports; AWS D1.2, "Structural Welding Code -- Aluminum," for aluminum supporting members; and AWS D9.1, "Sheet Metal Welding Code," for duct joint and seam welding. B. NFPA Compliance: Comply with NFPA 90A, "Installation of Air Conditioning and Ventilating Systems." C. Comply with NFPA 96, "Ventilation Control and Fire Protection of Commercial Cooking Operations," Ch. 3, "Duct System," for range hood ducts, unless otherwise indicated. 1.6 REFERENCES Sheet Metal and Air Conditioning Contractors' National Association. HVAC Duct Construction Standards — Metal and Flexible. 3' ed. Chantilly, VA: SMACNA, 2005. B. Sheet Metal and Air Conditioning Contractors' National Association. Seismic Restraint Manual; Guidelines for Mechanical Systems. 2nd ed. Chantilly, VA: SMACNA, 1998. C. Sheet Metal and Air Conditioning Contractors' National Association. HVAC Air Duct Leakage Test Manual. 1st ed. Chantilly, VA: SMACNA, 1985. D. ACR 2002: National Air Duct Cleaners Association. Assessment, Cleaning, & Restoration of HVAC Systems. 1st ed. Washington, DC: NADCA, 2001. 1.7 DELIVERY, STORAGE, AND HANDLING Deliver sealant and firestopping materials to site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle sealant and firestopping materials according to manufacturer's written recommendations. C. Deliver and store stainless -steel sheets with mill- applied adhesive protective paper maintained through fabrication and installation. PART 2 -. PRODUCTS 2.1 MANUFACTURERS A Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Field- Applied Duct Sealant Materials: METAL DUCTS 158150 - 2 Kitchen Academy — Tukwila METAL DUCTS a. Ductmate, Inc. b. Hardcast, Inc. c. McGill Air Seal Corporation. 2. Optional Manufactured Duct Slide -on Flange System: a. Ductmate, Inc. b. Nexus Inc. c. Ward Industries, Inc. 07155.00 17 September 2007 2.2 SHEET METAL MATERIALS A. Comply with SMACNA's "HVAC Duct Construction Standards — Metal and Flexible" for acceptable materials, material thicknesses, and duct construction methods, unless otherwise indicated. Sheet metal materials shall be free of pitting, seam marks, roller marks, stains, discolorations, and other imperfections. B. Galvanized Sheet Steel: Lock- forming quality; complying with ASTM A 653/A 653M and having G90 (Z275) coating designation; ducts shall have mill - phosphatized finish for surfaces exposed to view. 1. Sheet Gage: SMACNA standards notwithstanding, no material thinner than 26 -gage is permitted for spiral -seam round duct, and no material thinner than 24 -gage is permitted for all other ducts. C. Carbon -Steel Sheets: ASTM A 366/A 366M, cold -rolled sheets; commercial quality; with oiled; matte finish for exposed ducts. D. Stainless Steel: ASTM A 480/A 480M, Type 304, and having a No. 2D finish for concealed ducts and No. 4 for surfaces of ducts exposed to view. E. Aluminum Sheets: ASTM B 209 (ASTM B 209M), alloy 3003, temper H14; with mill finish for concealed ducts and standard, 1 -side bright finish for exposed ducts. F. Reinforcement Shapes and Plates: Galvanized -steel reinforcement where installed on galvanized sheet metal ducts; compatible non - ferrous materials for aluminum and stainless - steel ducts. G. Tie Rods: Comply with Articles 2.5 through 2.9, including all accompanying Tables and Figures, of the SMANCA HVAC Duct Construction Standards. 2.3 SEALANT MATERIALS A. Joint and Seam Sealants, General: The term "sealant" is not limited to materials of adhesive or mastic nature but includes tapes and combinations of open -weave fabric strips and mastics. B. One -Part Sealing System: Flexible, adhesive sealant, fiber - reinforced, resistant to UV light when cured, UL 723 listed, and complying with NFPA requirements for Class 1 ducts; "Uni- Mastic 181" by McGill AirSeal Corporation or equal. 158150 - 3 Kitchen Academy — Tukwila 07155.00 17 September 2007 C. Water -Based Seam Sealant: Flexible, adhesive sealant, resistant to UV light when cured,. UL 723 listed, and complying with NFPA requirements for Class 1 ducts. D. Solvent -Based Seam Sealant: One -part, nonsag, solvent - release- curing, polymerized butyl sealant formulated with a minimum of 75 percent solids. E. Formed -on Duct Connectors: Flange shop roll - formed onto edge of ductwork, with corner closures, cleats and gaskets for seal; TDC or TDF constructed per SMACNA T -25a or T -25b. F. Flanged Joint Mastic: One -part, acid - curing, silicone, elastomeric joint sealant complying with ASTM C 920, Type S, Grade NS, Class 25, Use O. G. Flange Gaskets: Butyl rubber or EPDM polymer with polyisobutylene plasticizer. 1. Contractor's Option: Proprietary manufactured slide -on duct connectors by Ductmate, Ward, or Nexus meeting the above requirements will be accepted wherever formed -on duct connectors are required by these specifications. H. Refer to "Seam and Joint. Sealing" Article in Part 3 of this Section for application, schedule, and description of sealing requirements. 2.4 HANGERS AND SUPPORTS A. General: Support all ductwork in accordance with Chapter 5 of SMACNA' s "HVAC Duct Construction Standards — Metal and Flexible" except where more stringent requirements are specified herein. B. Building Attachments: Concrete inserts, powder - actuated fasteners, or structural -steel fasteners appropriate for construction materials to which hangers are being attached. 1. Use powder - actuated concrete fasteners for standard- weight aggregate concretes or for slabs more than 4 inches (100 mm) thick. 2. Exception: Do not use powder - actuated concrete fasteners for lightweight- aggregate concretes or for slabs less than 4 inches (100 mm) thick. C. Hanger Materials: Galvanized sheet steel or threaded steel rod. 1. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards — Metal and Flexible" for steel sheet width and thickness and for steel rod diameters. 2. Galvanized -steel straps attached to aluminum ducts shall have contact surfaces painted with zinc- chromate primer. D. Duct Attachments: Sheet metal screws, blind rivets, or self - tapping metal screws; compatible with duct materials. Trapeze and Riser Supports: Steel shapes complying with ASTM A 36/A 36M. 1. Supports for Galvanized -Steel Ducts: Galvanized -steel shapes and plates 2. Supports for Stainless -Steel Ducts: Stainless -steel support materials. 3. Supports for Aluminum Ducts: Aluminum support materials unless materials are electrolytically separated from ducts. METAL DUCTS 158150 - 4 Kitchen Academy — Tukwila 07155.00 17 September 2007 2.5 RECTANGULAR DUCT FABRICATION A. General: Fabricate ducts, elbows, transitions, offsets, branch connections, and other construction according to SMACNA's "HVAC Duct Construction Standards — Metal and Flexible." Comply with requirements for metal thickness, reinforcing types and intervals, tie - rod applications, deflection limits, and joint types and intervals, except where more stringent requirements are specified herein. 1. All sheet metal shall be a minimum of 24 -gage thickness in any case. Use 24 -gage sheet metal where SMACNA allows thinner material. B. Lengths: Fabricate rectangular ducts in lengths appropriate to reinforcement and rigidity class required for pressure classification. C. Materials: Free from visual imperfections such as pitting, seam marks, roller marks, stains, and discolorations. D. Cross Breaking or Cross Beading: Cross break or cross bead duct sides 19 inches (480 mm) and larger and 0.0359 inch (0.9 mm) thick or less, with more than 10 sq. ft. (0.93 sq. m) of unbraced panel area. E. Pressure Classification: See Schedule in Part 3 of this Section. F. Seal Classification: See Schedule in Part 3 of this Section. G. Longitudinal Seams Pittsburgh lock constructed per Type L -1 of SMACNA Figure 2 -2 shall be used on all longitudinal seams. See Part 3 Article "Seam and Joint Sealing" for further requirements. H. Duct sizes shown on plans are free area sizes and do not include the thickness of external duct insulation, if any. For externally insulated ductwork, increase the indicated duct dimensions to account for the insulation thickness. I. Contractor is free to alter the indicated sizes of rectangular duct to suit field conditions, provided that revised size is selected for friction loss no greater than that of indicated size. No prior approval by the Engineer is required for equal- friction duct size changes unless proposed size has an aspect ratio greater than 4 to 1. J. All square- throat elbows of angle greater than 45° shall include single - thickness turning vanes. K. Divided flow branches shall be Type 1 per SMACNA Figure 4-5. Type 2 or Type 3 divided flow branches are permitted only where expressly shown. .Seek Engineer's approval of Type 2 or Type 3 where space and/or layout clearances prohibit Type 1. L. Branch connections shall be per SMACNA Figure 4-6, except that straight taps are not permitted on any ducts 2" pressure class or above. 1. Straight -tap "spin -in" fittings are permitted on i" and 1" pressure class ductwork only. M. Offsets and transitions shall be per SMACNA Figure 4 -7, except that offset Type 2 (mitered) is limited to an angle of 45 °. METAL DUCTS 158150 - 5 Kitchen Academy — Tukwila N. Fittings at obstructions shall be per SMACNA Figure 4-8, except that Figure D is not permitted. Use Figure 4 -8.B in lieu of Figure 4-8.D. Seek Engineer's approval of Figure 4-8.D where space and/or layout clearances prohibit use of Figure 4-8.B. 2.6 ROUND DUCT AND FITTING FABRICATION A. Contractor's Option: The contractor is permitted to furnish spiral lock -seam round ductwork anywhere rectangular duct is indicated, provided the Contractor's coordination drawings demonstrate that adequate ceiling clearances and space required by other trades will permit round ductwork. If this option is chosen, round duct sizes shall be selected by the Contractor according to "equal friction" with respect to the rectangular sizes shown. B. Round, Spiral Lock -Seam Ducts: Fabricate supply ducts of galvanized steel according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" except that 26 -gage is the thinnest material acceptable. 1. Longitudinal -seam round ducts ( "stovepipe ") of a minimum 24 -gage thickness, will be permitted on l /2" and 1" pressure classifications only. C. 90- Degree Tees and Laterals and Conical Tees: Fabricate to comply with SMACNA's "HVAC Duct Construction Standards — Metal and Flexible," with metal thicknesses specified for longitudinal -seam straight ducts. D. Diverging -Flow Fittings: Fabricate with reduced entrance to branch taps and with no excess material projecting from fitting onto branch tap entrance. E. Fabricate elbows using the-formed, gored, pleated, or mitered construction. Bend radius of die - formed, gored, and pleated elbows shall be 11/2 times duct diameter. Unless elbow construction type is indicated, fabricate elbows as follows: METAL DUCTS 07155.00 17 September 2007 1. Mitered -Elbow Radius and Number of Pieces: Welded construction complying with SMACNA's "HVAC Duct Construction Standards — Metal and Flexible," unless otherwise indicated. 2. 90- Degree, 2- Piece, Mitered Elbows: Use only if approved by the Engineer where space restrictions do not permit using radius elbows. Fabricate with single - thickness turning vanes. 3. Round Elbows 8 Inches (200 mm) and Less in Diameter: Fabricate die - formed elbows for 45- and 90- degree elbows and pleated elbows for 30, 45, 60, and 90 degrees only. Fabricate nonstandard bend -angle configurations or nonstandard diameter elbows with gored construction. 4. Round Elbows 9 through 14 Inches (225 through 355 mm) in Diameter: Fabricate gored or pleated elbows for 30, 45, 60, and 90 degrees unless space restrictions require mitered elbows. Fabricate nonstandard bend -angle configurations or nonstandard diameter elbows with gored construction. 5. Round Elbows Larger Than 14 Inches (355 mm) in Diameter: Fabricate gored elbows unless space restrictions require mitered elbows. 158150 - 6 Kitchen Academy — Tukwila 2.7 SHOP - AND HELD- FABRICATED PLENUMS A. Description: Provide galvanized steel (unless noted otherwise) air plenums in accordance with Chapter 9 of SMACNA's "HVAC Duct Construction Standards — Metal and Flexible." Air plenums required for this project include: 1. HVAC plenums as indicated on Drawings. B. Shop fabricate plenums to greatest extent possible with a minimum of joints and to minimize field fabrication and assembly. C. Fabricate plenums with standing seam construction and angle reinforcement. Fabricate close - off sheets from plenum sides, top, and bottom to damper frames. Bolt close -off sheets to frame flanges and housings. D. Fabricate plenums with sheet metal walls, top, and bottom panels. Do not use building walls, ceilings or floors as a portion of the plenum boundary, except where expressly shown on Drawings. E. Reinforce plenums with galvanized or painted steel angles. F. Seal joints as required in Part 3 of this Section. 07155.00 17 September2007 G. Fabricate drain pans for air plenums adjacent to exterior louvers with external connection and vented deep -seal trap for drainage piping with a 3 / -inch (20 -mm) pipe connection. Fabricate and reinforce drain pans of same material and thickness as housing, 2 inches (50 mm) deep with rolled edges. Solder seams. H. Fabricate plenums with reinforced openings for access doors at least 20 inches (500 mm) wide by 48 inches (1200 mm) high and located for access to each item of equipment housed. Each plenum shall have at least one access door; more if shown on Drawings. Access doors shall swing out for negative pressure plenums and in for positive pressure plenums. Refer to Division 15 Section "Duct Accessories" for access doors. I. Mount automatic control dampers in air mixing plenums where applicable. Control dampers are supplied as the work of Division 15 section "Duct Accessories." PART 3 - EXECUTION 3.1 DUCT PRESSURE CLASS SCHEDULE A. Static- Pressure Classes: Unless otherwise indicated, construct ducts according to the following: 1. Constant- volume Supply Ducts: 2 -inch wg (500 Pa). 2. Variable- volume Supply Ducts upstream of VAV boxes: 3 -inch wg (750 Pa). 3. Variable - volume Supply Ducts downstream of VAV boxes: 1 -inch wg (250 Pa). 4. Outdoor Air Ducts: 2 -inch wg (500 Pa), positive or negative pressure as applicable. 5. Return Ducts: 2 -inch wg (500 Pa), negative pressure. 6. Transfer Ducts: 1 -inch wg (125 Pa). 7. Exhaust Ducts: 2 -inch wg (500 Pa), negative pressure. METAL DUCTS 158150 - 7 Kitchen Academy — Tukwila 3.2 DUCT MATERIAL SCHEDULE A. All ducts shall be galvanized steel except as follows: 1. Range Hood Exhaust Ducts: Comply with NFPA 96. 3.3 DUCT INSTALLATION 2. Dishwasher Hood Exhaust Ducts: 07155.00 17 September 2007 a. Where concealed within walls and/or above ceilings: Carbon -steel sheet. b. Where exposed to view: Type 304, stainless steel with finish to match kitchen equipment and range hood. Weld and flange seams and joints. a. Where exposed to view: Type 316, stainless steel with finish to match kitchen equipment and range hood. Weld and flange seams and joints. b. Where concealed within walls and/or above ceilings: Aluminum, with seams and laps arranged on top of duct. A. Construct and install ducts according to SMACNA's "HVAC Duct Construction Standards — Metal and Flexible," unless otherwise indicated. B. Install round ducts in lengths not less than 12 feet (3.7 m) unless interrupted by fittings. C. Install ducts with fewest possible joints. D. Install fabricated fittings for changes in directions, size, and shape and for connections. E. Install couplings tight to duct wall surface with a minimum of projections into duct. Secure couplings with sheet metal screws. Install screws at intervals of 12 inches (300 mm), with a minimum of 3 screws in each coupling. F. Install ducts, unless otherwise indicated, vertically and horizontally and parallel and perpendicular to building lines; avoid diagonal runs. G. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. H. Install ducts with a clearance of 1 inch (25 mm), plus allowance for insulation thickness. L Conceal ducts from view in finished spaces. Do not encase horizontal runs in solid partitions unless specifically indicated. J. Install duct accessories as required by Division 15 Section "Duct Accessories." K. Coordinate layout with suspended ceiling, fire- and smoke - control dampers, lighting layouts, and similar finished work. L. Drawings are diagrammatic in nature. Not necessarily all fittings and offsets are shown. Provide all required fittings and offsets as required by field conditions and coordination with METAL DUCTS 158150 - 8 Kitchen Academy — Tukwila the work of other trades, whether specifically shown or not, for a complete and functional installation. M. Seal all joints and seams. Apply sealant to male end connectors before insertion, and afterward to cover entire joint and sheet metal screws. N. Electrical Equipment Spaces: Route ducts to avoid passing through transformer vaults and electrical equipment spaces and enclosures. O. Non - Fire -Rated Partition Penetrations; Where ducts pass through interior partitions and exterior walls and are exposed to view, conceal spaces between construction openings and ducts or duct insulation with sheet metal flanges of same metal thickness as ducts. Overlap openings on 4 sides by at least 11/2 inches (38 mm). P. Fire -Rated Partition Penetrations: Where ducts pass through interior partitions and exterior walls, install appropriately rated fire dampers, sleeves, and firestopping sealant. Fire and smoke dampers are specified in Division 15 Section "Duct Accessories." Firestopping materials and installation methods are specified in Division 7 Section "Penetration Firestopping." Q. Install ducts with hangers and braces designed to withstand, without damage to equipment, seismic forces as further described in Section 130800 "Seismic Protection." R. Protect duct interiors from the elements and foreign materials until building is enclosed. Follow SMACNA's "Duct Cleanliness for New Construction." S. Paint interiors of metal ducts for 24 inches (600 rnm) of registers and grilles. Apply one coat of flat, black, latex finish coat over a compatible galvanized -steel primer. Paint materials and application requirements are specified in Division 9 Section "Interior Painting." 3.4 RANGE HOOD EXHAUST DUCTS, SPECIAL INSTALLATION REQUIREMENTS A. Install ducts to allow for thermal expansion through 2000°F (1110 C) temperature range. B. Install ducts without dips or traps that may collect residues unless traps have continuous or automatic residue removal. C. Install access openings at each change in direction and at intervals defined by NFPA 96; locate on sides of duct a minimum of Ph inches (38 mm) from bottom; and fit with grease -tight covers of same material as duct. D. Do not penetrate fire -rated assemblies except as permitted by applicable building codes. 3.5 SEAM AND JOINT SEALING SCHEDULE A. General: Seal duct seams and joints according to the duct pressure class indicated and as described in SMACNA's "HVAC Duct Construction Standards — Metal and Flexible," except where more stringent requirements are specified herein. B. Seal externally insulated ducts before insulation installation. METAL DUCTS 07155.00 17 September 2007 158150 - 9 Kitchen Academy — Tukwila C. Seal Class Schedule: 1. Seal Class A is required for all outdoor air ducts from point of intake to air handling unit. 2. Seal Class A is required for all variable- volume supply air duct systems from supply fan to VAV air terminal unit. 3. Seal Class B is required for all constant - volume supply air and exhaust air duct systems. 4. Seal Class B is required for all return air duct systems downstream of the return fan; no sealant is required upstream of the return fan. 5. Seal Class B is required for all return air duct systems. 6. Seal Class C.is required for all variable- volume supply air duct systems downstream of VAV air terminal units. 7. Transfer air ducts and transfer air boots need not be sealed. D. Sealing of Longitudinal Seams: 07155.00 17 September 2007 1. All longitudinal seams for Seal Class A and B ducts shall be made with Pittsburgh Lock with a one -part noncuring polymer sealant shop- applied continuously inside the Pittsburgh Lock female pocket along the entire length of the seam. Button Lock, Snap Lock, or Button Punch Snap Lock are not acceptable. 2. All longitudinal seams. for Seal Class C ducts shall be made with Pittsburgh Lock. Button Lock, Snap Lock, or Button Punch Snap Lock are not acceptable. E. Sealing of Transverse Joints: C. Support vertical ducts at maximum intervals of 16 feet (5 m) and at each floor. D. Install upper attachments to structures with an allowable load not exceeding one - fourth of failure (proof -test) load. 2. Round transverse joints shall be made with a SMACNA RT - 1 interior slip coupling beaded at center, fastened to duct with screws; in addition, apply One - Part Sealing System continuously around exterior side of joint. 3.6 HANGING AND SUPPORTING A Install rigid round and rectangular metal duct with support systems indicated in SMACNA's "HVAC Duct Construction Standards — Metal and Flexible." B. Support horizontal ducts within 24 inches (600 mm) of each elbow and within 48 inches (1200 mm) of each branch intersection. METAL DUCTS 1. Where sealant is required by the Seal Class schedule above, transverse joints for ducts shall be made with one of the following two options: a. Contractor's choice of joint types T -1 through T -16 shown in SMACNA Figure 2- 1, plus One -Part Sealing System continuously applied around joint. b. Contractor's choice, of joint types T -21 through T -25 shown in SMACNA Figure 2 -1 including formed -on duct connectors TDC or TDF constructed per SMACNA T -25a or T -25b, without additional sealant. 158150 - 10 Kitchen Academy — Tukwila E. Install concrete inserts before placing concrete. 07155.00 17 September 2007 F. Install powder - actuated concrete fasteners after concrete is placed and completely cured. 1. Do not use powder - actuated concrete fasteners for lightweight- aggregate concretes or for slabs less than 4 inches (100 min) thick G. Provide seismic bracing and restraints as further described in separate section "Seismic Protection." 3.7 CONNECTIONS A. Make connections to equipment with flexible connectors according to Division 15 Section "Duct Accessories." B. Comply with SMACNA's "HVAC Duct Construction Standards — Metal and Flexible" for branch, outlet and inlet, and terminal unit connections. 3.8 FIELD QUALITY CONTROL A. Maximum Allowable Leakage: Comply with requirements for Leakage Class 3 for round and flat -oval ducts, Leakage Class 12 for rectangular ducts in pressure classes lower than and equal to 2 -inch wg (500 Pa) (both positive and negative pressures), and Leakage Class 6 for pressure classes from 2- to 10 -inch wg (500 to 2500 Pa). 3.9 CLEANING EXISTING DUCTWORK SYSTEMS A. General: All existing HVAC ductwork within the project boundaries, or serving spaces within the project boundaries, shall be cleaned in accordance with this specification. B. Use service openings, as required, for physical and mechanical entry and for inspection. 1. Use existing service openings where possible. 2. Create other openings to comply with duct standards 3. Disconnect flexible ducts as needed for cleaning and inspection. 4. Reseal rigid fiberglass duct systems according to NAIMA recommended practices. 5. Remove and reinstall ceiling sections to gain access during the cleaning process. C. Mark position of dampers and air - directional mechanical devices before cleaning, and r estore to their marked position on completion. D. Particulate Collection and Odor Control: 1. When venting vacuuming system inside the building, use HEPA filtration with 99.97 percent collection efficiency for 0.3- micron size (or larger) particles. 2. When venting vacuuming system to the outside, use filtration to contain debris removed from HVAC system, and locate exhaust down wind and away from air intakes and other points of entry into building. E. Clean the following metal duct systems by removing surface contaminants and deposits: METAL DUCTS . 158150 - 11 Kitchen Academy _ Tukwila 1. Air outlets and inlets (registers, grilles, and diffusers). 2. Supply, return, and exhaust fans including fan housings, plenums (except ceiling supply and return plenums), scrolls, blades or vanes, shafts, baffles, dampers, and drive assemblies. 3. Air- handling unit internal surfaces and components including mixing box, coil section, air wash systems, spray eliminators, condensate drain pans, humidifiers and dehumidifiers, filters and filter sections, and condensate collectors and drains. 4. Coils and related components. 07155.00 17 September 2007 5. Return -air ducts, dampers, and actuators except in ceiling plenums and mechanical equipment rooms. 6. Supply -air ducts, dampers, actuators, and turning vanes. 7. Dedicated exhaust and ventilation components and makeup air systems. F. Mechanical Cleaning Methodology: 1. Clean metal duct systems using mechanical cleaning methods that extract contaminants from within duct systems and remove contaminants from building. 2. Use vacuum - collection devices that are operated continuously during cleaning. Connect vacuum device to downstream end of duct sections so areas being cleaned are under negative pressure. 3. Use mechanical agitation to dislodge debris adhered to interior duct surfaces without damaging integrity of metal ducts, duct liner, or duct accessories. 4. Clean fibrous -glass duct liner with HEPA vacuuming equipment; do not permit duct liner to get wet. Replace fibrous -glass duct liner that is damaged, deteriorated, or delaminated or that has friable material, mold, or fungus growth. 5. Clean coils and coil drain pans according to ACR 2002. Keep drain pan operational. Rinse coils with clean water to remove latent residues and cleaning materials; comb and straighten fins. 6. Provide operative drainage system for washdown procedures. 7. Biocidal Agents and Coatings: Apply biocidal agents if fungus is present. Apply biocidal agents according to manufacturer's written instructions after removal of surface deposits and debris. G. Cleanliness Verification:. 1. Verify cleanliness after mechanical cleaning and before application of treatment, including biocidal agents and protective coatings. 2. Visually inspect metal ducts for contaminants. METAL DUCTS 158150 - 12 Kitchen Academy — Tukwila 07155.00 17 September 2007 3. Where contaminants are discovered, re -clean and reinspect ducts. END OF SECTION 158150 METAL DUCTS 158 -13 BTL ENGINEERING Structural Calculations for EXPIRES 09-23.08 September 18, 20 Kitchen Academy 17924 - 140± Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: (425) 814-8448 Fax: (425) 821-2120 Ff!-,E cr),PY BTL ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Gravity Roof Framing 1 • �s .. t i 1 i 1 _____, I j . -. I 6`4 1.65 I Et tocooz 4101e M. x : :. • • J 1- - I i _.1r 'n-zsmas- -, . A .1� ' • i ! k _��'�._ — t . _._. .�. ._ ._. ._ ._. _._ ._._._ ;.. �_. , 1 4 IN 1 I Q�. _._. i _._._ — i _._._ IMO � � � 1 .$S I _._. ■ NW. �.. _.. _. ._. . --J ._._._._._._._._. 9Q1 0091 [Jill 9Q1 �9C i "" I rts4 4- - .. 3 � 0 --, �- -- T 1 • �s BENTLEY Current Date: 9/14/2007 8:38 AM Units system: English File name: \ \BtIserver\projects \Kitchen Academy TI \Engineering \RB -01.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Sans: Span Span length Section Material [ft] 1 36.00 G1 -1_2L 5.125x25.5 DF_24F -V8 2 6.00 G1 -1_2L 5.125x25.5 DF_24F -V8 3 36.00 G1-1_2L 5.125x25.5 DF_24F-V8 Nodes: Distance Restraint Tx Ty Rz [ft] 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 36 ft 1 1 0 1 1 0 0 0 0 1 1 0 78 ft Continuous Beam 36 ft Comb. Category Duration 0 DL — 0 LL — 1 Service — 1 ASD Design 2 months Condition Span(s) Dist1 Dist2 Vail Va12 [ft] [ft] [Kip/ft] [Kip/ft] DL 1, 2, 3 0.00 78.00 -0.19 -0.19 DL 1, 2 5.50 40.50 -0.33 -0.33 DL 3 58.00 64.00 -0.14 -0.14 DL 3 66.00 71.00 -0.53 -0.53 LL 1, 2, 3 0.00 78.00 -0.40 -0.40 Loads summary Reactions: -0.4 IGp%ft -(33K ft -0.19Kt Member forces and Inflection points LIVE LOAD D_AD LOAD -0:33 Kip %ft -0.53 Ktp . 0.19 Ktp' ft aala.t.aA.a.l l.a.a.a.l A *.t.a.a l L l A.a.l l A L 1.1 l /aAAllaa /laa &LauaA,i.aL a.L.t.a.lilaa MISIIIMMMEMMMEMMUMMNIMMEMMUMME Nodes Load condition Rx Ry Mz [Kip] [Kip] [Kip'ft] 1 D1 0.00 12.57 0.00 2 D1 0.00 35.57 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 13.02 0.00 1 Min. 0.00 12.57 0.00 2 Min. 0.00 35.57 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 13.02 0.00 1 Max. 0.00 12.57 0.00 2 Max. 0.00 35.57 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 13.02 0.00 -0.52 Kipift �t3.4 Kgat R -3 Station Condition Distance Shear V Moment M [ %] [ft] [Kip] [Kip'ft] A 0 D1 0.00 -12.57 0.00 20 D1 15.30 -0.28 107.26 40 D1 30.86 14.06 0.08 46 D1 36.00 18.80 -84.41 46 D1 36.00 -16.77 -84.41 54 D1 42.00 -11.74 0.00 54 D1 42.00 -11.74 0.00 78 D1 60.90 -0.15 115.49 100 D1 78.00 13.02 0.00 Critical deflections Condition Span Distance @ Deflection Allowable [ft] [%] [in] f [in] S1 3 60.00 76.92 2.12618 (1/203) 2.40000 Envelopes : M33 bending moment: Moments [Kip'ft], Length [ft] Max : 115.5006[14p"ft] at 50.92[ft] from J 31.26 107.2935 30.94 - 84.4094 Mn : - 84.4094[I4p'ft] at 36.42[ft] from J 36.10 115.5006 36.10 V2 shear forces: Forces [Kip], Length [ft] Max : 18.8021[11p] at 36.10[ft] from J 38.42 15.47 15.79 38.10 18.8021 Mn : - 18.7724[4p] at 38.42[ft] from J - 16.7724 17.08 16.78 Vertical Translation Deflection [in], Length [ft] Max : 0.40351in] at 41.90[ft] from J 30.10 . 1.7849 36.10 Mn : - 1.90331in) at 80.92[ft] from J 0.4635 33.52 - 1.9033 33.84 L = 78.00 DESIGN: DESCRIPTION : Section : G1 -1_2L 5.125x25.5 d b = A = 133 = 122 = S33 = S22 = 25.50 [in] 5.13 [in] 130.69 [in2] 7081.63 [in4] 286.05 [in4] 555.42 [in3] 111.63 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33. L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [Kip/in2] Case E33 = 1800.000 - Member 1 - G1-1_2L 5.125x25.5 DF 24F -V8 [n] [ft] [ft] [ft] [ft] [KipM2] [Kip/in2] [in] CD Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Plane 1 -2 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 1.08 836.380 0.558 5.64 Ct CM : DF_24F -V8 Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised : No Plane 1 -3 78.00 1.00 No 0.020 CFICv Cfu CrICH 1.00 1.00 1.00 Ci CLICpICN E22 = 1600.000 - 1.00 1.00 Fb33t = 2.400 D1 @ 60 ft 1.15 1.00 1.00 1.00 Fb33c = 2.400 D1 @ 60 ft 1.15 1.00 1.00 1.00 Fb22 = 1.450 D1 @ 0 ft 1.15 1.00 1.00 Fv2 = 0.190 D1 @ 36 ft 1.15 1.00 1.00 Fv3 = 0.165 D1 @ 0 ft 1.15 1.00 1.00 Ft = 1.100 D1 @ 0 ft 1.15 1.00 1.00 1.00 Fc = 1.650 D1 @ 0 ft 1.15 1.00 1.00 1.00 Fg = 1.000 D1 @ 0 ft 1.15 1.00 Fcp = 0.650 1.00 1.00 CODE Checks Description f F [Kip/in2] [Kiprn2] f/F Case Shear -2 0.216 0.218 0.99 D1 @ 36 ft 0.00 18.80 -84.41 0.00 0.00 0.00 Bending 3-3 2.486 2.760 0.90 D1 @ 60 ft 0.00 -0.81 115.06 0.00 0.00 0.00 Overall capacity ratio: 0.99 (Shear - Torsion) Status OK Rogers 1.10 1.00 1.00 1.00 1.00 1.00 Axial Shear V2 M 33 Shear V3 M 22 Torsion [Kip] [Kip] [Kip *ft] [Kip] [Kip *ft] [Kip'ft] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.01 1.00 riaBENrLEv Current Date: 9/14/2007 8:38 AM Units system: English File name: \ \Btiserver\projects \Kitchen Academy TI \Engineering \RB -02.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material [ft] 1 36.00 G1 -1_2 5.125x25.5 DF_24F -V8 2 6.00 G1 -1_2t 5.125x25.5 DF_24F -V8 3 36.00 G1 -1_2L 5.125x25.5 DF_24F -V8 Nodes: Distance Restraint Tx Ty Rz [ft] 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 36 ft 1 1 0 1 1 0 0 0 0 1 1 0 ft 78 ft Continuous Beam saget- 38 ft Comb. Category Duration 0 DL — 0 LL — 1 Service — 1 ASD Design 2 months 7 Condition Span(s) DL 1, 2, 3 DL 3 LL 1, 2, 3 Loads summary Reactions: -0 .4 Kip/ft -0.19 Kip +ft Dist1 Dist2 Vail Va12 [ft] [ft] [Kip/ft] [Kip /ft] 0.00 78.00 -0.19 -0.19 48.00 60.00 -0.21 -0.21 0.00 78.00 -0.40 -0.40 LI VE LOAD 't, ,.. -- DEAD LOAD -0:21 Kip/ft -0.21 Kip ft -0.19 Kiplft IZ I[ I IZZ ZIIIZZ IEXUIEIII IEIZZIIUZZIIUIZIUII IIIZZIIZIZ =III Nodes Load condition Rx Ry • Mz [Kip] [Kip] . [Kip'ft] 1 D1 0.00 8.31 0.00 2 D1 0.00 28.87 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 11.48 0.00 1 Min. 0.00 8.31 0.00 2 Min. 0.00 28.87 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 11.48 0.00 1 Max. 0.00 8.31 0.00 2 Max. 0.00 28.87 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 11.48 0.00 Member forces and inflection points -0.4 K*i ft Station Condition Distance Shear V Moment M [ %] [ft] [Kip] [Kip'ft) 0 D1 0.00 -8.31 0.00 18 D1 14.40 0.22 58.26 36 D1 28.06 8.31 0.04 46 D1 36.00 13.00 -84.53 46 D1 36.00 -15.86 -84.53 54 D1 42.00 -12.31 0.00 54 D1 42.00 -12.31 0.00 76 D1 59.10 0.11 111.23 100 D1 78.00 11.48 0.00 Critical deflections Condition Span Distance @ Deflection Allowable [ft) [° /u] [in] f(L) [in] S 1 Envelopes : M33 bending moment: Moments [Kip•ft], Length [ft] Max : 111.2350[Kp'ft] at 58.98[ft] from J 28.36 28.04 - 84.5280 Mn : - 84.5280[IGp'ft] at 36.10[ft) from J 36.10 111.2350 36.10 V2 shear forces: Forces [Kip], Length [ft] 3 60.00 76.92 2.03945 (0212) 2.40000 Max : 13.0040[I1p] at 36.10[ft) from J 13.86 36.42 14.18 38.10 13.0040 19.34 Mn : - 15.8640[I0] at 36.42[ft) from J - 15.8640 19.02 11.4840 L. 78.00 Vertical Translation Deflection [in], Length [ft] Max : 0.0119On] at 37.71 [ft] from J 36.10 36.10 Mn : - 2.0588Nn] at 59.83[ft] from J - 2.0588 L= 78.00 DESIGN: DESCRIPTION : Section : G1 -1_2L 5.125x25.5 d = 25.50 [in] b = 5.13 [in] A = 130.69 [in2] 133 = 7081.63 [in4] 122 = 286.05 [1n4] S33 = 555.42 [in3] S22 = 111.63 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33, L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [Kip/in2] Case E33 = 1800.000 — Member 1 - G1 -1_2L 5.125x25.5_DF_24F -V8 [ft] [ft] [ft] [ft] [ft] [Kip/in2] [Kip/in2] [in] Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Plane 1 -2 Plane 1 -3 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 1.08 836.380 0.558 4.66 CD Ct CM CFICv : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised : No 78.00 1.00 No 0.020 Cfu CrICH 1.00 1.00 1.00 Ci CLICpICN E22 = 1600.000 - 1.00 1.00 Fb33t = 2.400 D1 @ 60 ft 1.15 1.00 1.00 1.00 Fb33c = 2.400 D1 @ 60 ft 1.15 1.00 1.00 1.00 Fb22 = 1.450 D1 @ 0 ft 1.15 1.00 1.00 Fv2 = 0.190 D1 @ 36.6 ft 1.15 1.00 1.00 Fv3 = 0.165 D1 @ 0 ft 1.15 1.00 1.00 Ft = 1.100 D1 @ 0 ft 1.15 1.00 1.00 1.00 Fc = 1.650 D1 @ 0 ft 1.15 1.00 1.00 1.00 Fg = 1.000 D1 @ 0 ft 1.15 1.00 Fcp = 0.650 1.00 1.00 CODE Checks Description f F [Kip/in2] [Kip/in2] f/F Case Overall capacity ratio: 0.87 (Axial- Bending) Status OK 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.01 1.00 Axial Shear V2 M33 Shear V3 M22 Torsion [Kip] [Kip] [Kip [Kip] [Kip [Kip Shear -2 0.178 0.218 0.81 D1 @ 36.6 ft 0.00 -15.51 -75.12 0.00 0.00 0.00 Bending 3-3 2.394 2.760 0.87 D1 @ 60 ft 0.00 0.83 110.81 0.00 0.00 0.00 BTL ENGINEERING 6 6/V Nipo M■vie,Eie FoR A 00/ 770/V4t. $L-?r ( X006 6tb E/ - /27 7A y 2Lioi 7Y7 i $ /0 /' 1 / 70 3 Wo/257 CA-5/7) 27z-17 /!) = ? 'Ay X / P51- 2 '-td / to IL, 1 / 1 z % 1;1 Project: k/7 Project Number: 122 7- (9 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fax: 425-821-2120 Designed By /ft / Date: Client Scale: Page- k-/z .• railA BENTLEY Current Date: 9/14/2007 8:36 AM Units system: English File name: \ \Btlserver\projects \Kitchen Academy TI \Engineering \RB -01.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material [ft] 1 36.00 G1 -1_2L 5.125x25.5 DF_24F -V8 2 6.00 G1 -1_2L 5.125x25.5 DF_24F -V8 3 36.00 G1 -1_2L 5.125x25.5 DF_24F -V8 Nodes: Distance Restraint Tx Ty Rz [ft] 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 36 ft Ri? -0 ( Lv/ A00 /T/o4)4L 5 Le/°'orT 1 1 0 1 1 0 0 0 0 1 1 0 6 ft 78 ft Continuous Beam 36 ft Comb. Category Duration 0 DL — 0 LL — 1 Service — 1 ASD Design 2 months Condition Span(s) , a DL 1, 2, 3 0.00 78.00 -0.16 -0.16 DL 1, 2 5.50 40.50 -0.27 -0.27 DL 3 58.00 64.00 -0.11 -0.11 DL 3 66.00 71.00 -0.43 -0.43 LL 1, 2, 3 0.00 78.00 -0.32 -0.32 Loads summary Reactions: -0 .32 Kip %ft -0.14 Kip 4.27 �ft Member forces and inflection points Dist1 Dist2 Vail Va12 [ft] [ft] [Kip/ft] [Kip /ft] Q , LIVE LOAD DtAD LOAD -0:27 ICpu ft ■.A ■ ■ta___ti_______fi -■ ■--tali -■ ii< ►i.L,L,L.L.ILL,L.L.i L L.i.a.L.l I L L.L.L A L L L.L L AAA AAA ititi&iluuut,i.Li./.i.t.t.iiaii Nodes Load condition Rx Ry Mz [Kip] [Kip] [Kip *ft] 1 D1 0.00 10.19 0.00 2 D1 0.00 28.83 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 10.56 0.00 1 Min. 0.00 10.19 0.00 2 Min. 0.00 28.83 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 10.56 0.00 1 Max. 0.00 10.19 0.00 2 Max. 0.00 28.83 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 10.56 0.00 -0.43 Kip%ft -0.43 Kip+fi .32 Kip'ft -0.16 Kipp ft - Station Condition Distance Shear V Moment M ( %l [ft] [Kip] [Kip * ft] t ! 0 D1 0.00 -10.19 0.00 20 D1 15.30 - 0.23 86.89 40 D1 30.86 11.39 0.06 46 D1 36.00 15.23 -68.43 46 D1 36.00 -13.60 -68.43 54 D1 42.00 -9.51 0.00 54 D1 42.00 -9.51 0.00 78 D1 60.90 -0.12 93.62 100 D1 78.00 10.56 0.00 Critical deflections Condition Span Distance [ft] S1 Envelopes : M33 bending moment: Moments [Kip'ft], Length [ft] V2 shear forces: Forces [Kip], Length [ft] 3 60.00 76.92 1.72349 Deflection Allowable [in] f(L) [in] 2.40000 Max : 93.6236[I4p'ft] at 60.92[ft] from J 31.26 86.9153 30.94 - 68.4259 Mn : - 88.4259[i4p'ft] at 36.42[ft] from J 36.10 93.0238 38.10 Max : 15.2345[I4p] at 36.10[ft] from J 36.42 15.47 15.79 36.10 15.2345 Mn : - 13.5953[I4pJ at 36.42[ft) from J - 13.5953 17.08 16.76 Vertical Translation Deflection [in], Length [ft] Max : 0.3751 [n] at 41.90 (ft] from J 36.10 - 1.4458 36.10 Mn : •1.543111n) at 00.92[ft] from J 0.3751 33.52 - 1.5431 33.84 L 78.00 DESIGN: DESCRIPTION : Section : G1 -1_2L 5.125x25.5 d = 25.50 [in] b 5.13 [in] A = 130.69 [in2] 133 = 7081.63 [in4] 122 = 286.05 [n4] S33 = 555.42 [in3] S22 = 111.63 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33, L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [KipM2] Case E33 = 1800.000 - Member 1 - G1-1_2L 5.125x25.5_DF_24F-V8 (ft] [ft] [ft] [ft] [ft] [KipM2] [KipM2] [in] CD Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Plane 1 -2 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 1.08 836.380 0.558 4.57 Ct CM : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised . No Plane 1 - 3 78.00 1.00 No 0.020 CF[Cv Cfu CrICH 1.00 1.00 1.00 Ci CLICpICN ■• E22 = 1600.000 - Fb33t = 2.400 D1 @ 60 ft Fb33c = 2.400 D1 @ 60 ft w Fb22 = 1.450 D1 @ 0 ft Fv2 = 0.190 D1 @ 36 ft Fv3 = 0.165 D1 @ O ft Ft = 1.100 D1 @ O ft Fc = 1.650 D1 @ O ft Fg = 1.000 D1 @ O ft Fcp = 0.650 CODE Checks Description f F f/F Case [Kip /in2] [Kip/iin2] 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.15 1.00 1.00 1.00 Shear -2 0.175 0.218 0.80 D1 @ 36 ft Bending 3-3 2.015 2.760 0.73 D1 @ 60 ft Overall capacity ratio: 0.80 (Shear - Torsion) Status OK 1.00 1.00 1.00 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.01 1.00 Axial Shear V2 M33 Shear V3 M22 Torsion [Kip] [Kip] [Kip`ft] [Kip] [Kip *ft] [Kip *ft] 0.00 15.23 -68.43 0.00 0.00 0.00 0.00 -0.65 93.27 0.00 0.00 0.00 BTL ENGINEERING ROOT F/lA/14/4/ -- Ci/rc /< - M, CArAc iry 2 Sp 5 = 3- 06 C o - l X '-/ C) 2 4, v. c. 0 K Or 7 `l Dr # / Ps 3 %h 7 Ain = 705 - 0 (3.d6)C /- Pl2/T/oNAG ( C4PAc /7y / Pip c9.60 k-pr �4 1»/T/o4'41. p sis CAP4euy o. 6 o k -pr 37/` 3 A 6 4 01) / riox>4 1- Ps 111 Project: K/-- T/ Project Number: b 7 76 D/ Designed By e {(1- 7 Date: Client Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 P R-1 BTL ENGINEERING c4PAC /Ty X /0 0 Y' -C7" (Lc. LI K -/:7 OF '/ 1(,0 PF / /4 P/9 /7(o /v*1_ ps CA/ei4C /Tp ��•y f 5F 7. /0 K - X46 /T/o/1/.4[. (5F Ci41 t7y Lk/ / - 72 /C 5 %y 4 5 L Psi ,/5 _ 7,/ 7 K -F% /G. 07 4 /t 07` A 1140 Project: k4 7/ Project Number: 7 - 2 ` /`' ' U I Designed By rf'` Date: Client Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425 -821 -2120 Page: b tt- bt BTL ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Gravity 2n Floor Framing I 1 ...) •40111 ... „ 4 , =: ... lorwawimas- „...,„....„,„....,, um 1 , „ Ii, II rg ' EA ,....„, q - i J1 ' „ 1 I. 1 1 r . ...,,, I 11 - - I 6 1 p- • 4F a 1 ' II ihn firil w 1 11141 _ -Er ----- M - 1- -- - " , -: 0 --- •-•-_.. . J c 7271 it. _it _IL . 1 II ill • ID lb 2 2 _ . - _ MIL 1111■■11M11 ••dNnffLi.._- Willa 1 I- 1:---s■ • 1 , , ' I■im liann . . , r MI N P' I'' di ij I f !III LetA41 1 , I — 11 7 ......„25,„.. WI* -=- . 1 — I E E .111111 itilms ......■,1 ....a //f- li 1 II ..-- .. MI I■1 MIN& 1161 BTL ENGINEERING 1 �Vr LOAi7 4 r: /6' CHECK 2 Xi CAP/K /7y of 2X/7 171 # / Fb = 20 5 5 - 746'1 Project: K 4-- T/ G c, =so'sr Project Number © 7 - 2` e/_?ouc'7/ON 755 , = 50(m25 f /s j '2 .by /( - Fr 1 ?000 Apo 2, r/c'4h4 . 'sr caw/le/Ty (o sZs P$F f'1, " S './ Fop 0004 64,8 = S "// /t-FT Z 8 PSF 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 - 4315 Phone: 425 -814 -8448 Fax: 425 -821 -2120 Designed By: Date: Client Scale: Page: r- 2 BENTLEY Current Date: 9/13/2007 5:06 PM Units system: English File name: \ \Btlserver\projects\Kitchen Academy TI \Engineering \FGLB -01.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material 1 36.00 G1 -1_2L 6.75x27 DF_24F -V8 2 6.00 G1 -1_2L 6.75x27 DF_24F -V8 3 36.00 G1 -12L 6.75x27 DF_24F -V8 Nodes: Distance Restraint Tx Ty Rz Eft] 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 38 ft 1 1 0 1 1 0 0 0 0 1 1 0 78 ft F15- 0 Continuous Beam 38 ft Comb. Category Duration 0 DL - 0 LL 1 Service - 1 ASD Design 10 years •t Condition Span(s) Dist1 Dist2 Vail Va12 [ft] [ft] [Kip /ft] [Kip/ft] DL 1, 2, 3 0.00 78.00 -0.40 -0.40 3 DL 3 49.00 59.00 -0.40 -0.40 DL 1, 2 28.00 38.00 -0.12 -0.12 DL 1 27.00 30.00 -0.38 -0.38 LL 1, 2, 3 0.00 78.00 -0.45 -0.45 Concentrated forces and moments P1 P2 Condition Span DL 1 17.00 -1.75 0.00 DL 1 20.00 -1.75 0.00 Loads summary Reactions: - 0.45 Kip/ft Dist [ft] P [Kip] LIVE LOAD • • M [Kip*ft] I , I 1 DAD LOAD -1 75-1: FGp • -0.41CipJft x ',.eft -0.38 •eft I -0.4 •/ft -0.4 Ht -0.4 Kip/ft !!!!!!!!!!!!!H !llit!!!!!!*12MON '!!!�!!!!!!!�!!!!!!!!!!!!!! Nodes Load condition Rx Ry Mz [Kip] [Kip] (Kip•ft] 1 D1 0.00 13.89 0.00 2 D1 0.00 45.48 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 16.60 0.00 1 Min. 0.00 13.89 0.00 SialeE -9.45 KVft .+ 2 Min. 0.00 45.48 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 16.60 0.00 4 ~ 1 Max. 0.00 13.89 0.00 2 Max. 0.00 45.48 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 16.60 0.00 Member forces and inflection points Station Condition Distance Shear V Moment M [Kip] [Kip *ft] 0 D1 0.00 -13.89 0.00 21 D1 16.20 -0.15 113.67 38 D1 29.55 15.81 0.08 46 D1 36.00 22.21 - 123.12 46 D1 36.00 -23.26 - 123.12 54 D1 42.00 -17.94 0.00 54 D1 42.00 -17.94 0.00 75 D1 58.20 -0.51 162.34 100 D1 78.00 16.60 0.00 Critical deflections Condition Span Distance @ Deflection Allowable [ft] [ %] [in] f(L) [in] S1 3 60.00 76.92 1.90568 (U227) 1.80000 Envelopes : M33 bending moment: Moments [Kip*ft], Length [ft] 0 Max : 162.4373[14p "ft] at 58.08(ft] from J 29.05 29.33 - 123.1240 Mn : - 123.1240[i0p'ft] at 30.10[ft] from J 30.10 102.4373 38.10 V2 shear forces: Forces [Kip], Length [ft] Max : 22.2148 MO at 36.10 [ft] from J 36.42 16.12 16.44 36.10 22.2148 Mn : - 23.2613[I3p] at 36.42fft) from J - 23.2613 19.66 19.34 Vertical Translation Deflection [in], Length [ft] Max : 0.1624[in] at 41.90[ft] from J 36.10 36.10 Mn : - 1.8295 Fn] at 59.95[ft] from J 0.1524 35.13 - 1.8295 35.45 L = 78.00 DESIGN: DESCRIPTION : Section : G1 -1_2L 6.75x27 d = 27.00 [in] b = 6.75 [in] A = 182.25 [in2] 133 = 11071.69 [in4] 122 = 691.98 [in4] S33 = 820.13 [1n3] S22 = 205.03 [in3] DESIGN PARAMETERS Member 1 - G1 -1_2L 6.75x27_DF_24F -V8 Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised : No Plane 1 -2 Plane 1 -3 Physical length, L [ft] 78.00 Maximum suggested length, Lmax [ft] 41.00 - Effective length (bending), Le [ft] 0.10 Unbraced length (bending), Lu [ft] 0.10 - Unsupported length (comp.) L33, L22 [ft] 78.00 78.00 Effective Length Factor, K 1.00 1.00 Lateral bracing No No Euler buckling coef. (bending), Kbe 0.61 - Slenderness ratio (bending), Rb 0.84 Bending buckling design value, FbE , [Kip/in2] 1370.250 Compression buckling stress, FcE [Kip/in2) 0.626 0.035 Min. sup. length (bearing) [in] 5.17 - ADJUSTMENT FACTORS Considering the governing station Parameter [Kip /in2] Case E33 = 1800.000 - 1.00 1.00 E22 = 1600.000 - 1.00 1.00 Fb33t = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb33c = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb22 = 1.450 D1 @ 0 ft 1.00 1.00 1.00 Fv2 = 0.190 D1 @ 36.6 ft 1.00 1.00 1.00 Fv3 = 0.165 D1 @ 0 ft 1.00 1.00 1.00 Ft = 1.100 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fc = 1.650 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fg = 1.000 D1 @ 0 ft 1.00 1.00 Fcp = 0.650 1.00 1.00 CODE Checks Description f F [Kip/in2] [Kip/in2] f/F Case Overall capacity ratio: 0.98 (Axial- Bending) Status OK CD Ct CM CFICv Cfu CrICH Ci CLICpICN 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 1.00 Axial Shear V2 M33 Shear V3 M22 Torsion [Kip] [Kip] [Kip`ft] [Kip] [Kip`ft] [Kip`ft] Shear -2 0.187 0.190 0.98 D1 @ 36.6 ft 0.00 -22.68 - 109.34 0.00 0.00 0.00 Bending 3-3 2.362 2.400 0.98 D1 @ 60 ft 0.00 1.34 161.44 0.00 0.00 0.00 4 4 1% BENTLEY Current Date: 9/13/2007 5:06 PM Units system: English File name: \ \Btiserver\projects\Kitchen Academy TI \Engineering \FGLB -02.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material [ft] 1 36.00 G1 -1_2L 6.75x27 DF_24F -V8 2 6.00 G1 -1_2L 6.75x27 DF_24F -V8 3 36.00 G1 -1_2L 6.75x27 DF_24F -V8 Nodes: Distance Restraint Tx Ty Rz [ft] 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 38 ft 1 1 0 1 1 0 0 0 0 1 1 0 F5 - 02 ` f il e ft e 78 ft Continuous Beam 38 ft Comb. Category Duration 0 DL — 0 LL — 1 Service — 1 ASD Design 10 years Condition Span(s) DL 3 DL 1, 2, 3 LL 1, 2, 3 Loads summary Reactions: -0.45 Kipift -0.4 Kip/ft Dist1 Dist2 Vail Va12 [ft] [ft] [Kip/ft] [Kip /ft] 51.00 72.00 -0.63 -0.63 0.00 78.00 -0.40 -0.40 0.00 78.00 -0.45 -0.45 LIVE LOAD DEAD LOAD -0.83 Kipift -0.83 Kipift ■ ■•■■u■■i�■ ■•uu■ - 0.4 Kjwft !!!!!!! 2! 1!!!!! t!!!!!!!!MII III IM!!!' t'l:f;!'!'!:l:t�l,l:t`i;i,!°:a, nt Nodes Load condition Rx Ry Mz [Kip] [Kip] [Kip*ft] 1 D1 0.00 11.29 0.00 2 D1 0.00 45.66 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 22.43 0.00 1 Min. 0.00 11.29 0.00 2 Min. 0.00 45.66 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 22.43 0.00 1 Max. 0.00 11.29 0.00 2 Max. 0.00 45.66 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 22.43 0.00 Member forces and inflection points .0.45 Kip1ft Station Condition Distance Shear V Moment M [ %] [ft] [Kip] [Kip'ft] li * 0 D1 0.00 -11.29 0.00 17 D1 13.50 0.16 75.08 34 D1 26.61 11.28 0.08 46 D1 36.00 19.24 - 143.23 46 D1 36.00 -26.42 - 143.23 54 D1 42.00 -21.33 0.00 54 D1 42.00 -21.33 0.00 77 D1 60.00 -0.39 221.01 100 D1 78.00 22.43 0.00 Critical deflections Condition Span Distance @ Deflection Allowable [ft] [ %] [in] f(L) [in] S1 3 60.00 76.92 2.57804 (L/168) 1.80000 Envelopes : M33 bending moment: Moments [Kip'ft], Length [ft] 0 Max : 221.0587[l4p'ft] at 60.27[ft] from J 26.75 26.43 -143.2305 Mn : - 143.2305[) p'ft] at 38.10[ft] from J 36.10 221.0587 36.10 V2 shear forces: Forces [Kip], Length [ft] Max : 22.4303[4p] at 78.00[ft] from J 13.21 13.54 36.42 36.10 Mn : 46.4158[14p] at 36.42[ft] from J - 26.4158 18.05 17.73 Vertical Translation Deflection [in], Length [ft] Max : 7.71E-04[n] at 36.78[ft] from .1 35.13 35.46 Mn : •2.8787 [in] at 59.83[ft] from J •2.6787 L = 78.00 DESIGN: DESCRIPTION : Section d b A 133 122 S33 S22 : G1 -1_2L 6.75x27 27.00 [in] = 6.75 [in] • 182.25 [in2] • 11071.69 [in4] • 691.98 [in4] 820.13 [in3] • 205.03 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33, L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [Kip/in2] Case E33 = 1800.000 - Member 1 - G1 -1_2L 6.75x27_DF_24F -V8 [ft] [ft] [ft] [ft] [ft] [Kip/in2] [Kip/in2] [in] CD Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Ct CM 1.00 Plane 1 -2 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 0.84 1370.250 0.626 5.90 : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised . No Plane 1 -3 78.00 1.00 No 0.035 CFICv Cfu CrICH 1 . 0 0 1.00 Ci CLICMCN E22 = 1600.000 - Fb33t = 2.400 D1 @ 60 ft Fb33c = 2.400 D1 @ 60 ft Fb22 = 1.450 D1 @ 0 ft Fv2 = 0.190 D1 @ 36.6 ft Fv3 = 0.165 D1 @ O ft Ft = 1.100 D1 @ O ft Fc = 1.650 D1 @ O ft Fg = 1.000 D1 @ O ft Fcp = 0.650 CODE Checks Description f F [Kip/in2] [Kip/iin2] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 f/F Case Shear -2 0.213 0.190 1.12 D1 @ 36.6 ft Bending 3-3 3.234 2.400 1.35 D1 @ 60 ft Overall capacity ratio: 1.35 (Axial- Bending) Status N.G. 1.00 1.00 1.00 1.00 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 1.00 Axial Shear V2 M33 Shear V3 M22 Torsion [Kip] [Kip] [Kip'ft] [Kip] [Kip *ft] [Kip'ft] 0.00 -25.91 - 127.53 0.00 0.00 0.00 0.00 -0.39 221.01 0.00 0.00 0.00 4 BENTLEY 03-03 Current Date: 9/13/2007 5:06 PM Units system: English File name: \ \Btlserver\projects \Kitchen Academy TI \Engineering \FGLB- 03.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material [ft) 1 36.00 G1 -1_2L 6.75x27 DF_24F -V8 2 6.00 G1 -1_2L 6.75x27 DF_24F -V8 3 36.00 G1 -1_2L 6.75x27 DF_24F -V8 Nodes: Distance Restraint Tx Ty Rz [ft) 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans d2 36 ft V2 1 1 0 1 1 0 0 0 0 1 1 0 Continuous Beam 6 ft 78 ft 36 ft Comb. Category Duration 0 DL — 0 LL — 1 Service — 1 ASD Design 10 years . I Condition Span(s) Dist1 Dist2 Va11 Va12 [ft] [ft] [Kip/ft] [Kip /ft] 4 DL 3 51.00 71.00 -0.32 -0.32 DL 1, 2, 3 0.00 78.00 -0.40 -0.40 LL 1, 2, 3 0.00 78.00 -0.45 -0.45 Loads summary Reactions: - 0.4 Kip'ft I! ...1 ?ITV? !!I!!' 1 !!! !!!1J1 J!1!1111i11i�1uiiiuial�l�� j Nodes Load condition Rx Ry Mz [Kip] [Kip] [Kip 1 D1 0.00 11.80 0.00 2 D1 0.00 42.05 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 18.59 0.00 1 Min. 0.00 11.80 0.00 2 Min. 0.00 42.05 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 18.59 0.00 1 Max. 0.00 11.80 0.00 2 Max. 0.00 42.05 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 18.59 0.00 Member forces and Inflection points DAD 1.040 .4 K+fift Station Condition Distance Shear V Moment M [" %o] [ft] [Kip] [Kip`ft] 0 D1 0.00 -11.80 0.00 3 17 D1 13.50 -0.35 82.03 36 D1 27.83 11.80 0.03 46 D1 36.00 18.73 - 124.70 46 D1 36.00 -23.33 - 124.70 54 D1 42.00 -18.24 0.00 54 D1 42.00 -18.24 0.00 77 01 60.00 -0.14 178.17 100 D1 78.00 18.59 0.00 Critical deflections Condition Span Distance @ Deflection Allowable [ft] [ %] [in] f(L) [in] S1 3 60.00 76.92 2.08702 (U207) 1.80000 Envelopes : M33 bending moment: Moments [Kip *ft], Length [ft] Max : 178.1885[IGp'ft] at 59.95[ft] from J 28.04 27.72 - 124.6980 Mn : - 124.6980[Kp'ft] at 36.10[ft] from J 36.10 178.1685 36.10 L= 78.00 V2 shear forces: Forces [Kip], Length [ft] Max : 18.7278[14p] at 38.101ft] from J 13.88 14.18 36.42 36.10 18.7278 Mn : - 23.3270[IGp] at 36.42[ft] from .1 - 23.3270 18.05 17.73 18.5890 L =78.00 _ I Vertical Translation Deflection [in], Length [ft] Max : 0.0051[M] at 37.07[ft] from J 36.10 36.10 A+ln : •2.11881in] at 50.05[ft) from J •2.1188 L= 78.00 DESIGN: DESCRIPTION : Section : G1 -1_2L 6.75x27 d = 27.00 [in] b 6.75 [in] A = 182.25 [in2] 133 = 11071.69 [in4] 122 = 691.98 [in4] S33 = 820.13 [in3] S22 = 205.03 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33, L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [Kiprn2] Case E33 = 1800.000 - Member 1 - G1 -1_2L 6.75x27_DF_24F -V8 [ft] [ft] [ft] [ft] [ft] [Kip/in2] [Kipfin2] [in) CD Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Plane 1 -2 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 0.84 1370.250 0.626 5.20 Ct CM : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised : No Plane 1 -3 78.00 1.00 No 0.035 CFICv Cfu CrICH 1.00 1.00 1.00 Ci CLICp[CN E22 = 1600.000 - 1.00 1.00 Fb33t = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb33c = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb22 = 1.450 D1 @ 0 ft 1.00 1.00 1.00 Fv2 = 0.190 D1 @ 36.6 ft 1.00 1.00 1.00 Fv3 = 0.165 D1 @ 0 ft 1.00 1.00 1.00 Ft = 1.100 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fc = 1.650 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fg = 1.000 D1 @ 0 ft 1.00 1.00 Fcp = 0.650 1.00 1.00 CODE Checks Description f F f/F Case Axial Shear V2 M33 Shear V3 M22 Torsion [Kipfin2] [Kipfin2] [Kip] [Kip] [Kip`ft] [Kip] [Kip`ft] [Kip`ft] Shear -2 0.188 0.190 0.99 D1 @ 36.6 ft 0.00 -22.82 - 110.85 0.00 0.00 0.00 Bending 3-3 2.607 2.400 1.09 D1 @ 60 ft 0.00 -0.14 178.17 0.00 0.00 0.00 Overall capacity ratio: Status N.G. 1.09 (Axial- Bending) 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 1.00 /_ - /7 .r BENTLEY = / - O Current Date: 9/13/2007 5:06 PM Units system: English File name: \ \Btlserver\projects \Kitchen Academy TI \Engineering \FGLB -04.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material [ft] 1 36.00 G1 -1_2L 6.75x27 DF_24F -V8 2 6.00 G1 -1_2L 6.75x27 DF_24F -V8 3 36.00 G1 -1_2L 6.75x27 DF_24F-V8 Nodes: Distance Restraint Tx Ty Rz [ftj 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 38 ft 1 1 0 1 1 0 0 0 0 1 1 0 78 ft Continuous Beam 26 ft Comb. Category Duration 0 DL — 0 LL 1 Service — 1 ASD Design 10 years - * Condition Span(s) Dist1 Dist2 Vail Va12 [ft] [ft] [ Kip/ft] [Kip/ft] 1. DL 3 51.00 71.00 -0.21 -0.21 DL 1, 2, 3 0.00 78.00 -0.40 -0.40 LL 1, 2, 3 0.00 78.00 -0.45 -0.45 Loads summary Reactions: - .45 Kip+ft -0.4 Kip/ft 7 U V lT f 1 1, t T T • r T I T T 1T f i • 1 W T1 T 7 77111 TTP• Nodes Load condition Rx Ry Mz [Kip] [Kip] [ Kip 1 D1 0.00 11.97 0.00 2 D1 0.00 40.90 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 17.48 0.00 1 Min. 0.00 11.97 0.00 2 Min. 0.00 40.90 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 17.48 0.00 1 Max. 0.00 11.97 0.00 2 Max. 0.00 40.90 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 17.48 0.00 Member forces and Inflection points LIVE LOAD D*AD LOAD L0.45 Kip/ft £0.4 Kip/ft * Station Condition Distance Shear V Moment M [ %] [ft] [Kip] [Kip`ft] l 0 D1 0.00 -11.97 0.00 18 D1 14.40 0.25 84.38 36 D1 28.21 11.96 0.08 46 D1 36.00 18.56 - 118.75 46 D1 36.00 -22.34 - 118.75 54 D1 42.00 -17.25 0.00 54 D1 42.00 -17.25 0.00 77 D1 60.00 -0.09 164.57 100 D1 78.00 17.48 0.00 Critical deflections Condition Span Distance @ Deflection Allowable [ft] [%] [in] f(L) [in] S1 3 60.00 76.92 1.93259 (L/224) 1.80000 Envelopes : M33 bending moment: Moments [Kip`ft], Length [ft] 0 Max : 164.5710[I4p"ft] at 59.95[ft] from J 28.36 28.04 - 118.7480 Mn : - 118.7480[I0p`ft] at 36.10[ft] from J 36.10 164.5710 36.10 L = 78.00 V2 shear forces: Forces [Kip], Length [ft] Max : 18.5626[4p] at 36.10[ft] from J 13.88 14.18 36.42 36.10 18.5626 18.05 Mn : - 22.3353[16p] at 36.42[ft] from J - 22.3353 17.73 17.4807 L =78.00 Vertical Translation Deflection [in], Length [ft] Max : 0.01501in] at 38.03[ft] from J 36.10 36.10 Mn : - 1.9421[n] at 59.95(ft] from J 37.39 - 1.9421 37.71 1.= 78.00 DESIGN: DESCRIPTION : Section d b = A = 133 = 122 = S33 = S22 = : G1 -1_2L 6.75x27 27.00 [in] 6.75 [in] 182.25 [in2] 11071.69 [in4] 691.98 [in4] 820.13 [in3] 205.03 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33, L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [Kip/in2] Case E33 = 1800.000 - Member 1 - G1-1_2L 6.75x27_DF_24F -V8 [ft] [ft] [ft] [ft] [ft] [Kip/in2] [Kip /in2] [in] CD Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Plane 1 -2 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 0.84 1370.250 0.626 4.97 Ct CM : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised : No Plane 1 -3 78.00 1.00 No 0.035 CF(Cv Cfu Cr(CH 1.00 1.00 1.00 Ci CL(Cp]CN FZ ,./ E22 = 1600.000 - 1.00 1.00 Fb33t = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb33c = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 t Fb22 = 1.450 D1 @ 0 ft 1.00 1.00 1.00 Fv2 = 0.190 D1 @ 36.6 ft 1.00 1.00 1.00 Fv3 = 0.165 D1 @ 0 ft 1.00 1.00 1.00 Ft = 1.100 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fc = 1.650 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fg = 1.000 D1 @ 0 ft 1.00 1.00 Fcp = 0.650 1.00 1.00 CODE Checks Description f F [Kip/in2] [Kipfin2] f/F Case Shear -2 0.180 0.190 0.95 D1 @ 36.6 ft 0.00 -21.83 - 105.50 0.00 0.00 0.00 Bending 3-3 2.408 2.400 1.00 D1 @ 60 ft 0.00 -0.09 164.57 0.00 0.00 0.00 Overall capacity ratio: Status 1.00 N.G. (Axial- Bending) Axial Shear V2 M33 Shear V3 M22 Torsion [Kip] [Kip] [Kip *ft] [Kip] [Kip'ft] [Kip *ft] 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 1.00 BTL a ENGINEERING 9FS /N /l/rc�i Mrtitl_f.-;P fog i4D Pjzza_U fiio r (zKIP Roc) ( /9 6 x 2 7 (wore sr (45E) E/ = /Y O VEg 5 Te s - sew i'A tsr = 1, '2 ? . o'/ /j, -,; Z ) / , 7N I - 0 .7y _ a,2 /. /= SZ 7 Xi'' P � It -1 PC/2 R Aim 0 -7par , ?G ?7`j = 5 /qSZ /' -- X to 6yoz.. /4•7 x 10 o. K. GL. a 6 4477 = 0 X 1.07 (AtI- PEa CS #F,'sJ g#104 o /°KT / -C3, 72 T/ (I) 1/2 /Y P51._ / / - / 0 t a , 0 G IS � `' /6 -%n X /Q G Project: /« 77 17924 -140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425 - 814 -8448 Fax: 425-821-2120 Designed By "_ Date: Project Number: D 7- 2 46--O Client: Scale: page. F - 23 .T BENTLEY Current Date: 9/14/2007 8:02 AM Units system: English File name: \ \Btlserver\projects \Kitchen Academy Ti \Engineering \FGLB- 02.rcb Design code 1997 NDS ASD GENERAL INFORMATION: Spans: Span Span length Section Material [ft] 1 36.00 G1 -1_2L 6.75x27 DF_24F -V8 2 6.00 G1 -1_2L 6.75x27 DF_24F -V8 3 36.00 G1-1_2L 6.75x27 DF_24F-V8 Nodes: Distance Restraint Tx Ty Rz [ft] 0.00 Pinned 36.00 Pinned 42.00 Hinge 78.00 Pinned Load conditions: Condition Description DL Dead Load LL Live Load S1 DL +LL D1 DL +LL Distributed loads on spans 38 ft F4 604 GL/3 w/ 3 ? / P5G 1 1 0 1 1 0 0 0 0 1 1 0 �5 t 78 ft Continuous Beam 3e ft Comb. Category Duration 0 DL — 0 LL — 1 Service — 1 ASD Design 10 years • • Condition Span(s) Dist1 Dist2 Vail Va12 [ft] [ft] [Kip/ft] [Kip /ft] u DL 3 51.00 72.00 -0.42 -0.42 DL 1, 2, 3 0.00 78.00 -0.26 -0.26 LL 1, 2, 3 0.00 78.00 -0.30 -0.30 Loads summary Reactions: -0.3 Kip/f -0.26 Kip/ft Member forces and inflection points LOVE LOAD DtAD LOAD -0.42 Kip/ft -0 .42 Kip%ft .0 .26 Kap'ft 111111 1111111 11111 111 11111111111111111i't!'!'!'IIITE +:L'i,t't:M1i11 Nodes Load condition Rx Ry Mz [Kip] [Kip] [Kip *ft] 1 D1 0.00 7.45 0.00 2 D1 0.00 30.15 0.00 3 D1 0.00 0.00 0.00 4 D1 0.00 14.81 0.00 1 Min. 0.00 7.45 0.00 2 Min. 0.00 30.15 0.00 3 Min. 0.00 0.00 0.00 4 Min. 0.00 14.81 0.00 1 Max. 0.00 7.45 0.00 2 Max. 0.00 30.15 0.00 3 Max. 0.00 0.00 0.00 4 Max. 0.00 14.81 0.00 .03 Ki ft . r Station Condition Distance Shear V Moment M IN [ft] [Kip] [Kip'ft] t. 0 01 0.00 -7.45 0.00 17 D1 13.50. 0.11 49.58 34 D1 26.61 7.45 0.06 46 D1 36.00 12.71 -94.58 46 D1 36.00 -17.44 -94.58 54 D1 42.00 -14.08 0.00 54 D1 42.00 -14.08 0.00 77 D1 60.00 -0.26 145.94 100 D1 78.00 14.81 0.00 Critical deflections Condition Span Distance [ft] S1 Envelopes : M33 bending moment: Moments [Kip'ft], Length [ft] V2 shear forces: Forces [Kip], Length [ft] Deflection Allowable [in] f(L) [in] 3 60.00 76.92 1.70242 (L/254) 1.80000 Max : 146.9772[I4p'ft] at 00.271ft] from J 26.75 26.43 - 94.5840 Mn : - 94.5840[IGp'ft] at 36.101ftJ from J 36.10 146.9772 36.10 Max : 14.8120[I4p] at 78.00[ft] from J 13.21 13.54 36.42 36.10 12.7073 Mn : - 17.4440[I1p] at 36.42[ft] from J - 17.4440 18.05 17.73 14.8120 L =78.00 . r Vertical Translation Deflection [in], Length [ft] Max : 5.08E at 35.78[ft] from J 35.13 35.46 Mn : - 1.78891n] at 59.83[ft] from J - 1.7689 L= 78.00 DESIGN: DESCRIPTION : Section : G1 -1_2L 6.75x27 d = 27.00 [in] b = 6.75 [in] A = 182.25 [in2] 133 = 11071.69 [in4] 122 = 691.98 [in4] S33 = 820.13 [in3] S22 = 205.03 [in3] DESIGN PARAMETERS Physical length, L Maximum suggested length, Lmax Effective length (bending), Le Unbraced length (bending), Lu Unsupported length (comp.) L33, L22 Effective Length Factor, K Lateral bracing Euler buckling coef. (bending), Kbe Slenderness ratio (bending), Rb Bending buckling design value, FbE Compression buckling stress, FcE Min. sup. length (bearing) ADJUSTMENT FACTORS Considering the governing station Parameter [Kip/In2] Case E33 = 1800.000 - Member 1 - G1 -1_2L 6.75x27_DF_24F -V8 [ft] [ft] [ft] [ft] [ft] [Kip/in2] [Kiprn2] [in] Material Species Combination Service Conditions Temperature Moisture cond. Wood Repetitive member Plane 1 -2 78.00 41.00 0.10 0.10 78.00 1.00 No 0.61 0.84 1370.250 0.626 3.90 CD Ct CM : DF_24F -V8 : Douglas Fir -Larch : 24F -V8 (Glulam) : T < =100F : Dry : Unincised : No Plane 1 -3 78.00 1.00 No 0.035 CFICv Cfu CrICH 1.00 1.00 1.00 Ci CLICMCN E22 = 1600.000 - 1.00 1.00 Fb33t = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb33c = 2.400 D1 @ 60 ft 1.00 1.00 1.00 1.00 Fb22 = 1.450 D1 @ 0 ft 1.00 1.00 1.00 Fv2 = 0.190 D1 @ 36.6 ft 1.00 1.00 1.00 Fv3 = 0.165 D1 @ 0 ft 1.00 1.00 1.00 Ft = 1.100 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fc = 1.650 D1 @ 0 ft 1.00 1.00 1.00 1.00 Fg = 1.000 D1 @ 0 ft 1.00 1.00 Fcp = 0.650 1.00 1.00 CODE Checks Description f F [Kip/iin2] [Kiprn2] f!F Case Shear -2 0.141 0.190 0.74 D1 @ 36.6 ft 0.00 -17.11 -84.22 0.00 0.00 0.00 Bending 3 -3 2.135 2.400 0.89 D1 @ 60 ft 0.00 -0.26 145.94 0.00 0.00 0.00 Overall capacity ratio: 0.89 (Axial- Bending) Status OK 1.07 1.00 1.00 1.00 1.00 1.00 Axial Shear V2 M33 Shear V3 M22 Torsion [Kip] [Kip] [Kip'ft] [Kip] [Kip'ft] [Kip*ft] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 1.00 BTL ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Gravity Column Analysis ' BTL ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fax: 425-821-2120 C7'/ e0 14 nA / 23. vt:71,e/ly ZI) • Sro ci4P4ef = CR0 z/Ntr- 4v' I : ft, 6/clo thvA Roor: Ftoog; = 1/F0(iFy Acuo /2 57' 1/.71 13/.- olv 8am' 3 SW P/ 7575 Llis, 66 1( / /` 1 1' X '1 xY cot, ututv /3- (2) P1P155 C-13 (13z.:4tif 13017-/ 3" Project: KA 77 Project Number: 0 7 - 7` Designed By / 4- / -1 1 — Date: C - / Client Scale: Page: BTL ENGINEERING F ,g5 I A pp/ Tia/vx c � kC (i /3.75 (z) _ 73 t, D.933 = O. roScS ( A F Pc, ` 3/. /(f /15p e • Z } T Y oo 7.6 S + 3(734 3 e(►r, 5 6(. 23 - - V • I/ - /=vt C04414N r = 2./6 ;r, 5S • 35 :1t k51 1- lXy '?:37 , .Y/ c s X 9 7 Z6y Z,Lafp $6s 2 35 - = cJ. ?3 /f5/ v A r4y — 7 , .r/ - `<o. 13 Project: l <4 r 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Designed By X/V Date. Project Number. ©7 - 1 '� / Client Scale: Pte — 2 BTL 1::Y:GINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Gravity Foundation Analysis ENGINEERIN C Job: Typical Isolated Footing Footing: 60" SQ x 12" Criteria, Square Footing: Bar Diameter = 0.625 in Bar Area = 0.31 in' A 1.55 in` Cover: 3 in t c = 2500 psi f = 40000 psi Column size (square or round), C = 6 in Footing Thickness, t = 12 in Safe allowable, q = 2000 psf Net Soil Pressure: Soil Pressure: 6-1/2 ii/(/E ( PD = PL = PS = Pw = PE = Safe allowable, q = Footing size, B = Footing Thickness, t = Reinforcement: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425- 814 -8448 Fax: 425 - 821 -2120 Factored column load, P u : 23.86 Kips (9 -1) P I = 1.4P Kips 33.40 Kips 0 Kips (9 -2) P ut = 1.2P +1.6P 0 Kips 28.63 Kips 0 Kips (9 -3) Pu = 1.2Pp +1.6Ps +1.0PL 2000 psf 28.63 Kips 5 ft, square (9 -4) P = 1.2Pp +1.6P +1.0P +0.5P 12 in 28.63 Kips (5) # 5 ea. way (9 -5) P u s = 1.2Pp +1.0PE +1 .0P L +0.2P s 28.63 Kips (9 -6) P ub = 0.9Pp+1.6Pw 21.47 Kips (9 -7) P 7 = 0.9Po +LOPE 21.47 Kips Pu = 33.40 Kips Total factored, q = (P + Ftg Wt) /B qs 1516 psf Unfactored q s= q„ - t (concrete weight) q X = 1850 PREQD (Unfactored) = 23.9 Kips, required Pallow = B x q,, 46.3 Kips, Soil Bearing Capacity F allow > PREQV OK Two -way shear: One -way shear: +Vc = 4) 4) V = 4) .4 (fc)bwd = 0.85 = 0.85 d = 8.69 in d = 8.69 in b0= 59 in b 60 in 4) V c = 86.8 Kips $ V c = 44.3 Kips Vu =qs [B + C) 2 ]= 35.6 Kips V =q [(B - C)/2 - d]xB= 14.1 Kips V > V OK V > V, OK Moment: Development of Reinforcement: M„ = 4) A s f y (d -a /2) L = (B -C)/2 -Cover = 0.90 L d = 24 in, available A = 1.55 in' LdREQD = 0.04A b I y h1(f c )x(A s .,„ u /A s - pros ) f y 40000 psi L d REDO = 5 in d = 8.69 in Ld > L dREQV OK a = A = 0.49 in Footing Capacity M„ = 39.3 ft-kips 33,404 lbs (ultimate) M = 1/2 q x B x [(B - C)/2] 46,250 lbs (service) M = 19.2 ft-kips Mn > M OK Date: 9/14/2007 Page: TO — BTL E NCI NEERIN C Job: Typical Isolated Footing Footing: 84" SQ x 16" Criteria, Square Footing: f� = f = Column size (square or round), C = Footing Thickness, t = Soil Pressure: Two -way shear: Moment: P = PE = Safe allowable, q = Footing size, B = Footing Thickness, t = Reinforcement: (6) # 7 Bar Diameter = Bar Area = A = Cover: 3 in 2500 psi 40000 psi 6 in 16 in Safe allowable, q = 2000 psf Net Soil Pressure: � Vc= Vu gs[B +C) 41V, /U t / /V /, C� PD = PL = PS = P REOD (Unfactored) = Pallow =B2 Xqx P allow q x = 1800 81.23 Kips Kips 0 Kips 0 Kips 0 Kips 2000 psf 7 ft, square 16 in ea. way 0.875 in 0.60 in` 3.60 in' Unfactored qx = q8 - t (concrete weight) 81.2 Kips, required 88.2 Kips, Soil Bearing Capacity > PREOD OK 4 V = 4)411(f,) b = 0.85 d = 12.56 in b0= 74 in 158.6 Kips 119.4 Kips > V„ OK ( I ) Mn A -a /2) = 0.90 A s = 3.60 in' f = 40000 psi d = 12.56 in a= A 0.81 in M„ = 131.3 ft -kips M = 1/2 q x B x [(B C)/21 Mu = 94.7 ft-kips M > M OK 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425- 814 -8448 Fax: 425- 821 -2120 1.4P 113.72 Kips 1.2P +1.6P 97.48 Kips 1.2P +1.6P +1.0P 97.48 Kips 1.2PD +1.6P +1.0P 97.48 Kips = 1.2Po +1.0P +1.0P 97.48 Kips (9-6) P = 0.9P +1.6P 73.11 Kips = 0.9P +1.0P 73.11 Kips Pu = 113.72 Kips Factored column load, P (9 -1) Puo = (9 -2) Pu = (9 -3) P = (9 -4) P = (9 -5) Pus (9-7) P Total factored, qs = (P + Ftg Wt)/B q s = 2561 psf One -way shear: 4V = 4l211(f 4)= 0.85 d = 12.56 in b 84 in 4) V = 89.7 Kips Vu= qs[(B- C) /2 -djxB= 27.8 Kips V > V OK Development of Reinforcement: L d = (B - C) /2 - Cover L d = 36 in, available L dREVD = 0 . 04 Ab fybl(fc)X(A s . ev 7 As -prov) L dREVD = 14 in Ld > L dREOD OK Footing Capacity 113,722 lbs (ultimate) 88,200 lbs (service) Date: 9/14/2007 FO Page: - 6 .* STL E NGINEERIN G Job: Typical Isolated Footing Footing: 60" SQ x 12" Criteria, Square Footing: Pc = f = Column size (square or round), C = Footing Thickness, t = Safe allowable, q = Soil Pressure: Two -way shear: Moment: V = Gain L �iVr 35.45 Kips Kips 0 Kips Pw = 0 Kips 0 Kips 2000 psf 5 ft, square 12 in (5) # 5 ea. way Bar Diameter = 0.625 in Bar Area = 0.31 in` A = Cover: 3 in 2500 psi 40000 psi 6 in 12 in 2000 psf Po = PL = PS = PE = Safe allowable, q = Footing size, 8 = Footing Thickness, t = Reinforcement: 1.55 in` Net Soil Pressure: Unfactored qx = qe -t (concrete weight) PREQD (Unfactored) = Pas0w = 8 2 x qx 9x = 1850 35.5 Kips, required 46.3 Kips, Soil Bearing Capacity P alow > PREQD OK 0 V = 0 = 0.85 d= 8.69 in b0= 59 in V c = 86.8 Kips [ 2 - (d + C) 50.9 Kips � Vc > V M„ = +A -a/2) (1)= 0.90 A = f = d= a = A M = 39.3 ft-kips M = 1 /2 q s x8 x[(8 - C)12] M = 27.4 ft-kips M > M OK 1.55 in` 40000 psi 8.69 in 0.49 in 17924 - 140th Avenue NE, Suit 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Factored column load, P : (9-1) P„ 1 = 1.4P 49.63 Kips (9 P = 1.2Po +1.6P 42.54 Kips (9 -3) P u 3 = 1.2P +1.6P +1.0P 42.54 Kips (9-4) P 4 = 1.2PD +1.6Pw +1.0P 42.54 Kips (9 - P = 1.2Po +1.0PE +1.0P 42.54 Kips (9 -6) P = 0.9P +1.6P 31.91 Kips (9-7) P 7 = 0.9Pp +1.0P 31.91 Kips P = 49.63 Kips Total factored, q = (P + Ftg Wt)/B qs= 2165 psf One - way shear: •t = 4,2 I(t'c)bwd d= b = 0 V = 44.3 Kips Vu = q s [(B -C)/2 -d]x8= OK V > V, Development of Reinforcement: L = (B -C)/2 -Cover L d = 24 in, available 0.85 8.69 in 60 in 14.1 Kips OK L dREQD = 0.04A +eq /Asyoro L d REQD = 7 in Ld > L dREQD OK Footing Capacity 49,630 lbs (ultimate) 46,250 lbs (service) Date: 9/14/2007 Page: TO 3 March 11, 2008 Robert J. Sine Cresa Partners 1401 S Brentwood Bl, Ste 900 St. Louis MO 63144 RE: Request for Permit Application Extension Mechanical Permit Application No. M07 -201 Kitchen Academy — 360 Corporate Dr N Dear Mr. Sine: This letter is in response to your written request for an extension to Permit Application No. M07- 201. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days from the original application expiration date (through June 17, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 'fer Marshall it Technician File: Permit No. M07 -201 Sve City of Tukwila Department of Community Development Jack Pace, Director PAPemmit CenterlExtension Letters\Pem it Applications \2007Vv107 -201 Application Extension.doc jam Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Ar. stirs Belles at her h es da Bit nrin_han: nos :or ( Cr ( ur�innati �aua. Derr er Berrnit Fairfield Counts Hnu >ton Indrznnloli, L AnLreles \Ietuphis • -i e Or:nae Counts PLio rhtataa. Par am a. Ph adclphia Phr eni�: P�I:.huroh Yn�tiona Sac r.rrneer;. ai, I • Louis Toronto Tus Sr i Ts sons ( orner U ashms: ton DC February 25, 2008 Dear Ms. Marshall: Sincerely CR RJS/ 's Enclosures me CresaPartners Jennifer Marshall, Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 ♦ ST. LOUIS CORPORATE REAL ESTATE SERVICE ADVISORS Subject: Kitchen Academy Southcenter Corporate Park 3600 Corporate Drive North, Building #10 Tukwila, Washington RECEIVED FEB 2 8 2008 COMMUNITY DEVELOPMENT Mechanical Permit Application Number M07 -201 Application Extension Request We wish to request a 90 day extension on our mechanical permit application. Our engineers are reviewing their response to your initial review and we intend to re- submit of revised design very shortly. Thank you for your consideration of our request. If for some reason you are not able to grant our request, please notify me immediately. oK4.0,,,tax/901a-eg ) 07211 o3 /a3 /o8 � - r r (109I(q 1401 S. Brentwood Blvd., Suite 900 • St. Louis, Missouri 63144 tel 314.968.0220 • fax 314.968.5050 • www.cresapartners.com AtisReat 02 -12 -2008 BOB SINE@ CRESA PARTNERS 1401 BRENTWOOD SUITE 900 ST LOUIS MO 63144 RE: Permit Application No. M07 - 201 360 CORPORATE DR N TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 09/21/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/19/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/19/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall 't Technician Permit File No. M07 -201 City of 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 October 9, 2007 Bob Sine 1401 S Brentwood St Louis MO 63144 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07 -201 Kitchen Academy — 360 Corporate Park Dr Dear Mr. Sine: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire 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, Bill Rambo Permit Technician encl xc: File No. M07 -201 P:1Pennit Center\Correction Letters \2007W07 -201 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 8, 2007 Project Name: Kitchen Academy Permit #: M07-201 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide specific details for the grease duct shaft enclosure. Details shall show duct penetrations and clearances meet code to combustible framing of the walls, floors and roof. (2006 IMC 506.3.10) 2. Provide manufactures specifications or listings for the grease ducts and hoods. 3. Please provide only those pages that are relative to the mechanical work. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. ACTIVITY NUMBER: M07 -201 DATE: 05 -01 -08 PROJECT NAME: KITCHEN ACADEMY SITE ADDRESS: 360 CORPORATE DR N Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ing u ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY `� PLAN REVIEW /ROUTING SLIP t511 f1 (P Prevention Structural Incomplete n Planning Division U Permit Coordinator n DUE DATE: 05-06-08 Not Applicable n No further Review Required DATE: DUE DATE: 06-03-08 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN MA SLIP ACTIVITY NUMBER: M07 -201 PROJECT NAME: KITCHEN ACADEMY SITE ADDRESS: 360 CORPORATE PK DR Original Plan Submittal X Response to Correction Letter # 1 DATE: 02 -29 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ito Bt ing !vision Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-04 -08 Complete Please Route Documents/routing slip.doc 2 -28 -02 Fire Prevention Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Planning Division Not Applicable ❑ No further Review Required DATE: Notation: REVIEWER'S INITIALS: DATE: n DUE DATE: 04-01-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: �n� o ✓ a� B iii ii% g Cvision Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 �-' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M07 -201 DATE: 09 -26 -07 PROJECT NAME: KITCHEN ACADEMY SITE ADDRESS: 360 CORPORATE DR N X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued ANC 10.3. 1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 09-27-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 10-25 -07 Approved ❑ Approved with Conditions El Not Ap proved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: l 0 q l- 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ' 1)51D 1 1A ar%l' ^ s Summary of Revision: A ni (SC ' q,-r 1 n CGc ` 1 r IPA /c2AA,c .t= 1ikw I -S `� ) �,t . n � n2 iwas, c-A?c erkvo Y Received by: C tt2 is l — y2-M,vS REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: REVISION LOG PERMIT NO: `■ M ORIGINAL ISSUE DATE: 03,111-1,A (please print) (please. prin (please print) (please print) (please print) Summary of Revision: 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: htto: / /www•ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bye Entered in Permits Plus on °C%Ot IA) \applications\foims- applications on ime\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fez etc. Date: 04/28/08 Plan Check/Permit Number: M07-201 RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER Project Name: Kitchen Academy Project Address: 360 Corporate Pk Dr Contact Person: Bob Sine Phone Number: 314- 785 -7603 Change specification for 6 dampers from fire /smoke combination to fire dampers as listed on damper schedule on sheet M2 -02 and the attached revised schedule; Also attached is excerpt from IBC code, Chapter 7, Section 707 that states that shaft enclosure is not required in other than Groups 1 -2 and 1 -3 unless more than two stories Date: a7 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Kitchen Academy Project Address: 360 Corporate Pk Dr Contact Person: Bob Sine Phone Number: ✓( ' Zf 760 3 Summary of Revision: 0e7X/e S O /70 isl /70-as% i� S Sheet Number(s): /"/0 o f 1 /] ' 7,?/- 02 ,0,e)/-o3 "Cloud" or highlight all areas of revision including date of revision 4 /-0, p c/ 2 c _ ',22 d i Received at the City of Tukwila Permit Center by: 12 in Permits Plus on \applicationsUbrms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: M07 -201 Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIL FEB 2 9 2008 PE MFr CENTEF License Information License HERMACLOO5BJ Licensee Name HERMANSON COMPANY LLP Licensee Type CONSTRUCTION CONTRACTOR UBI 602004844 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 1221 2ND AVE N Address 2 City KENT County KING State WA Zip 980322945 Phone 2065759700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/11/2000 Expiration Date 8/25/2008 Suspend Date Separation Date Parent Company Previous License HERMAC *217NT Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HERMANSON, RICHARD L PARTNER/MEMBER 01/01/1980 Bond Amount ALMON, KEVIN PARTNER/MEMBER 01/01/1980 MACDONALD, JAMES PARTNER/MEMBER 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 0 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HERMACL005BJ 03/12/2008 A T B GENERAL SYMBOLS a , O G ON ®T OR H SC -1 100 x #] T L DUCT SIZE I ❑ AP I IR I /5=0 1=7= •=7== I1 L; 11 l THERMOSTAT THERMOSTAT (INSULATED SUB -BASE) THERMOSTAT (WITH GUARD) THERMOSTAT (NIGHT) HUMIDISTAT SENSOR (T = TEMPERATURE H = HUMIDITY) REFRIGERANT LEAK DETECTION TYPE OF SERVICE: S - SUPPLY R = RETURN E = EXHAUST T = TRANSFER INSTALLED LOCATION: C = CEILING SCHEDULED D - DUCT DEVICE NO F = FLOOR H = HIGH SIDEWALL L = LOW SIDEWALL AIR QUANTITY IN CFM KEYED NOTE INTERFACE, EXISTING TO NEW SECTION NUMBER SHEET WHERE LOCATED EQUIPMENT DESIGNATION UNIT NUMBER EXISTING TO REMAIN NEW WORK DUCT SIZE, FIRST FIGURE IS SIDE SHOWN (ACTUAL SIZE INDICATED) SPIRAL FLAT -OVAL DUCT SIZE, FIRST FIGURE [5 SIDE 5HOWN (ACTUAL SIZE INDICATED) ACCESS PANEL, TOP OR SIDE FLEXIBLE DUCT CONNECTION CHANGE OF ELEVATION - RISE (R) OR DROP (D) TURNING VANES EXISTING EQUIPMENT OR DUCTWORK SHOWN LIGHT HATCHING INDICATES EXISTING ITEMS TO BE REMOVED AUTOMATIC DAMPER GRAVITY BACKDRAFT MANUAL VOLUME DAMPER FIRE DAMPER SMOKE DAMPER FIRE /SMOKE DAMPER FLEXIBLE DUCT SUPPLY AIR SECTION UP RETURN OR EXHAUST AIR SECTION UP OUTSIDE AIR SECTION UP SUPPLY AIR DOWN OR AWAY RETURN OR EXHAUST AIR DOWN OR AWAY OUTSIDE AIR DOWN OR AWAY SUPPLY AIR FLOW ARROW RETURN OR EXHAUST AIR FLOW ARROW SUPPLY DIFFUSER, REGISTER OR GRILLE AS SCHEDULED RETURN OR EXHAUST GRILLE OR REGISTER AS SCHEDULED SLOT DIFFUSER AS SCHEDULED SIDEWALL GRILLE OR REGISTER AS SCHEDULED ARROWS INDICATE DIRECTION OF AIR DISCHARGE. IF NO ARROWS ARE SHOWN ON PLAN, DEFAULT IS 2 -WAY HORIZONTAL FOR SLOT DIFFUSERS, 4 -WAY HORIZONTAL FOR SQUARE DIFFUSERS. i A B T C D E PIPING SYMBOLS BD CA CD CF CHR CHS CR CS CW CWR CWS E FOF FOR FOS FOV G GLR G LS HG HPR HIGH PRESSURE CONDENSATE RETURN HPS HW HWR HWS LPG LPR LPS MU PC PD PCWR PCWS PHWR PHWS RL RS RV SCWR SCWS SHWR SHWS SMS SMR SRV V VC BLOW DOWN COMPRESSED AIR CONDENSATE DRAIN CHEMICAL FEED CHILLED /HOT WATER RETURN CHILLED /HOT WATER SUPPLY CONDENSER WATER RETURN CONDENSER WATER SUPPLY COLD WATER, DOMESTIC CHILLED WATER RETURN CHILLED WATER SUPPLY EQUALIZING LINE FUEL OIL FILL FUEL OIL RETURN FUEL OIL SUPPLY FUEL OIL VENT NATURAL GAS GLYCOL RETURN GLYCOL SUPPLY REFRIGERANT HOT GAS HIGH PRESSURE STEAM SUPPLY DOMESTIC HOT WATER HEATING WATER RETURN HEATING WATER SUPPLY LIQUEFIED PETROLEUM GAS LOW PRESSURE CONDENSATE RETURN LOW PRESSURE STEAM SUPPLY MAKE-UP WATER (NON-POTABLE) PUMPED CONDENSATE PUMP DISCHARGE PRIMARY CHILLED WATER RETURN PRIMARY CHILLED WATER SUPPLY PRIMARY HEATING WATER RETURN PRIMARY HEATING WATER SUPPLY REFRIGERANT LIQUID REFRIGERANT SUCTION E'EFRIGERANT VENT SECONDARY CHILLED WATER RETURN SECONDARY CHILLED WATER SUPPLY SECONDARY HEATING WATER RETURN SECONDARY HEATING WATER SUPPLY SNOW MELTING SUPPLY SNOW MELTING RETURN STEAM RELIEF VENT VENT VACUUM CLEANING C T 1_ D T T' PIPE LINE EQUIPMENT pQ COQ —Era k4 T atz - COQ T E SHUT OFF VALVE CUP TO 2" = BALL VALVE) (GREATER THAN 2" = BUTTERFLY VALVE) BLOWDOWN VALVE BUTTERFLY VALVE BUTTERFLY VALVE (MOTORIZED) CHECK VALVE BALL VALVE GLOBE VALVE PRESSURE REGULATING VALVE PRESSURE REDUCING VALVE RELIEF VALVE (TEMP /PRESS) STOP CHECK VALVE PRESSURE TEST VALVE SOLENOID VALVE TWO -WAY CONTROL VALVE THREE -WAY CONTROL VALVE PUMP DISCHARGE VALVE VALVE IN RISE IN -LINE PUMP LUBRICATED PLUG COCK STRAINER STRAINER WITH BLOWDOWN UNION FLANGE ECCENTRIC REDUCER /INCREASER CONCENTRIC REDUCER /INCREASER AIR VENT (M- MANUAL, A -AUTO) THERMOMETER PRESSURE GAUGE W /COCK CAP CALIBRATED PLUG VALVE FLEXIBLE PIPE COUPLING GAUGE COCK THERMOSTATIC EXPANSION VALVE SIGHT GLASS ELBOW DOWN ELBOW UP TEE DOWN TEE UP VALVE IN RISE EXPANSION JOINT PIPE ANCHOR PIPE GUIDE PITCH DOWN IN DIRECTION OF ARROW PRESSURE /TEMPERATURE TEST PORT FLOW ARROW EXISTING TO BE REMOVED WATER METER (FLOW TOTALIZING TYPE) STEAM TRAP: IB = INVERTED BUCKET FT = FLOAT & THERMOSTATIC TD = THERMODYNAMIC DISK STATIC PRESSURE SENSOR FS OR TS FLOW OR TEMPERATURE SWITCH F F T G T EQUIPMENT DESIGNATION AC ACC ACU AF AHU AP AS AV B BFP C CRU CAV CC CFP CO CP CRP CT CIF CU CUH CWP DC DFH DG DP DPT EF EG EJ ER ET EVC F'C FCU FD FSD FLDR FS FT FTR FVAV FTU FVI GP HC HEV HPU HRU HWP HX L LD MAU MCC MD MV OBD PA PAC PBD PCWP PG PHC PHWP PHX PI PIV PRV PS RF RG RR RTU SAC SCBA SCD SCWP SD SF SG SHWP SMS SR ST SVV TG TMV TRC UH VAV VD VE AIR CURTAIN AIR COOLED CONDENSER AIR CONDITIONING UNIT AIR FILTER AIR HANDLING UNIT ACCESS PANEL AUTOMATIC SPRINKLER AUTOMATIC VENT BOILER BACKFLOW PREVENTER CHILLER COMPUTER ROOM AIR CONDITIONING UNIT CONSTANT AIR VOLUME COOLING COIL CHEMICAL FEED PUMP CLEAN OUT CONDENSER WATER PUMP CONDENSATE RETURN PUMP COOLING TOWER COOLING TOWER FILTER CONDENSING UNIT CABINET UNIT HEATER CHILLED WATER PUMP DUCT COIL DEAERATING FEEDWATER HEATER DOOR GRILLE DIFFERENTIAL PRESSURE SWITCH DIFFERENTIAL PRESSURE TRANSMITTER EXHAUST FAN EXHAUST GRILLE EXPANSION JOINT EXHAUST REGISTER EXPANSION TANK EVAPORATIVE COOLER FLEXIBLE DUCT CONNECTION FAN COIL UNIT FIRE DAMPER COMBINATION FIRE /SMOKE DAMPER FLOOR DRAIN FLOW SWITCH FLASH TANK FIN-TUBE RADIATION FAN POWERED VARIABLE AIR VOLUME BOX FAN TERMINAL UNIT FLOOR VACUUM INLET GLYCOL PUMP HUMIDIFIER HEATING COIL HOSE END VALVE HEAT PUMP UNIT HEAT RECOVERY UNIT HEATING WATER PUMP HEAT EXCHANGER LOUVER LINEAR DIFFUSER MAKE -UP AIR UNIT MOTOR CONTROL CENTER MOTORIZED DAMPER MANUAL VENT OPPOSED BLADE DAMPER PIPE ANCHOR PACKAGED AIR CONDITIONING UNIT PARALLEL BLADE DAMPER PRIMARY CHILLED WATER PUMP PIPE GUIDE PREHEAT COIL PRIMARY HEATING WATER PUMP PLATE HEAT EXCHANGER PRESSURE INDICATOR POST INDICATOR VALVE PRESSURE REDUCING VALVE PRESSURE SWITCH RETURN FAN RETURN GRILLE RETURN REGISTER ROOFTOP UNIT SURGICAL AIR COMPRESSOR SELF CONTAINED BREATHING APPARATUS SMOKE CONTROL DAMPER SECONDARY CHILLED WATER PUMP SMOKE DAMPER SUPPLY FAN SUPPLY GRILLE SECONDARY HEATING WATER PUMP SNOW MELTING SYSTEM SUPPLY REGISTER STERILIZER SAFETY VALVE VENT TRANSFER GRILLE THERMOSTATIC MIXING VALVE TERMINAL REHEAT COIL UNIT HEATER VARIABLE AIR VOLUME BOX MANUAL VOLUME DAMPER VIBRATION ELIMINATOR G H J K H GENERAL ABBREVIATIONS A ACC AFF Al AO APD APLV APPROX ARCH AUX AVG BDD BFC BHP BI BO BOB BOD BOP BS BTUH CAP CAV CCD CFM CI CLG CONC COND CONN CORR CV DB DBA DEFL DEG DIA DIM DISCH DIV DN DTL DWG(S) EA EAT EER EFF ELEC ELEV EQ ESP EWB EWT EXIST, EX EXH DEG F FDC FIN FLR FPF FPM FT FT -HD GA GAL GALV GC GPM H HD HORIZ HP HTG HR HVAC HW HZ IE IN INDIC ISP AIR ACCESSORIES ABOVE FINISHED FLOOR ANALOG SIGNAL INPUT ANALOG SIGNAL OUTPUT AIR PRESSURE DROP APPLICATION PART LOAD VALUE APPROXIMATE ARCHITECTURE /ARCHITECT AUXILIARY AVERAGE BACK DRAFT DAMPER BELOW FINISHED CEILING BRAKE HORSEPOWER BINARY SIGNAL INPUT BINARY SIGNAL OUTPUT BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM OF PIPE BEAM SPACE BRITISH THERMAL UNITS PER HOUR CAPACITY CONSTANT AIR VOLUME CONTROLLED CLOSURE DEVICE CUBIC FEET PER MINUTE CAST IRON COOLING DUCT (COLD DUCT) CONCRETE CONDENSATE CONNECTION CORRIDOR CONTROL VALVE DRY BULB A- WEIGHTED DECIBELS DEFLECTION DEGREES DIAMETER DIMENSION DISCHARGE DIVISION DOWN DETAIL DRAWING(S) EXHAUST AIR OR EACH (PER CONTEXT) ENTERING AIR TEMPERATURE ENERGY EFFICIENT RATIO EFFICIENCY ELECTRIC ELEVATION EQUAL EXTERNAL STATIC PRESSURE ENTERING AIR WET BULB TEMPERATURE ENTERING WATER TEMPERATURE EXISTING EXHAUST DEGREES FAHRENHEIT FIRE DEPARTMENT CONNECTION FINISHED FLOOR FINS PER FOOT FEET PER MINUTE FEET HEAD IN FEET GAUGE GALLONS GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE HEIGHT HEAD HORIZONTAL HORSEPOWER HEATING DUCT (HOT DECK) HOUR HEATING, VENTILATING & AIR CONDITIONING HOT WATER HERTZ INVERT ELEVATION INCH /INCHES INDICATOR INTERNAL STATIC PRESSURE REVISIONS No changes shall be made to the scope rior approval of of work without P Division. Tukwila Building tan subm al' NOTE: Revisions will require a new P fees. and may include additional Plan . K i L GENERAL ABBREVIATIONS JS KW L LAT LB(S) LF LS LVL LWT MAN MAX MBH MECH MERV MFR MIN MTL NC NO NIC NOM NPLY NPSH NTS OA OC OD OT PD PH PENT PNEU PPH PRESS PRV PSI PSIA PSIG QTY RA RAD RH RM RPM SA SAN SEC'N SENS SF SH SHT SOL SP SPD SPT SQ SST ST! STM SW TC TD TDH TEMP T &P TSP TOT TYP UC UNO V VAC VB VD VE VEL VERT VOL VTR W W/ WB WC WG W/O WPD WT JOIST SPACE KILOWATTS LENGTH LEAVING AIR TEMPERATURE DS) LINEAR POUN FEET LIGHT SPACE LEVEL LEAVING WATER TEMPERATURE MANUAL MAXIMUM THOUSANDS BRITISH THERMAL UNITS PER HOUR MECHANICAL MINIMUM EFFICIENCY REPORTING VALVE (ASHRAE 52.2) MANUFACTURER MINIMUM OR MINUTE (PER CONTEXT) METAL NORMALLY CLOSED OR NOISE CRITERIA (PER CONTEXT) NORMALLY OPEN OR NUMBER (PER CONTEXT) NOT IN CONTRACT NOMINAL NON- STANDARD PART LOAD VALUE NET POSITIVE SUCTION HEAD NOT TO SCALE OUTSIDE AIR ON CENTER OUTSIDE DIAMETER OIL TRAP PRESSURE DROP PHASE PENTHOUSE PNEUMATIC POUNDS PER HOUR PRESSURE PRESSURE REGULATING VALVE POUNDS PER SQUARE INCH PSI ABSOLUTE POUNDS PER SQUARE INCH GAUGE QUANTITY RETURN AIR RADIATED RELATIVE HUMIDITY ROOM REVOLUTIONS PER MINUTE SUPPLY AIR SANITARY SECTION SENSIBLE SQUARE FOOT SENSIBLE HEAT SHEET SOLENOID STATIC PRESSURE STATIC PRESSURE DIFFERENTIAL STATIC PRESSURE TRANSMITTER SQUARE STAINLESS STEEL STEEL STEAM SOFTENED WATER TEMPERATURE CONTROL THERMODYNAMIC TOTAL DYNAMIC HEAD TEMPERATURE TEMPERATURE AND PRESSURE TOTAL STATIC PRESSURE TOTAL TYPICAL UNDERCUT DOOR UNLESS NOTED OTHERWISE UNDERGROUND VOLTS VACUUM VACUUM BREAKER VOLUME DAMPER (MANUAL) Date: VIBRATION ELIMINATOR OR ISOLATOR VELOCITY VERTICAL VOLUME VENT THRU ROOF WATT OR WIDTH (PER CONTEXT) WITH WET BULB WATER COLUMN WATER GAUGE WITHOUT 1 � �' J �` °' WATER PRESSURE DIFFERENTIAL WEIGHT L SEPARATE PERMiT REQUIRED FOR: d Mechanical EFaectrlcai ' Iumbing Gas Piping City of Tukwila BUILDING DIVISION Permit No. Plar review approval is subject Approval of construction docurr the violation of ad - :• c of approved F - ,d con By n FILE COF Firi [37 • • UN10 GENERAL NOTES: 1. THESE PLANS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE PREPARED TO MAKE SOME ALTERATIONS 9. TO THE EXACT LOCATION OF DUCTWORK, PIPING AND EQUIPMENT FROM THE LOCATION INDICATED ON THESE DRAWINGS TO FIT ACTUAL JOB CONDITIONS. 2. ALL ELBOWS, FITTINGS, ETC.., IN PIPING AND DUCTWORK REQUIRED TO CLEAR ALL JOB OBSTRUCTIONS ARE NOT NECESSARILY INDICATED. ALL NECESSARY TRANSITIONS, FITTINGS AND OFFSETS ARE REQUIRED WHETHER SHOWN OR NOT. 3. BECAUSE OF THE LIMITED SPACE AVAILABLE TO INSTALL ALL OF THE MECHANICAL WORK, COORDINATION BETWEEN THE VARIOUS TRADES IS OF THE UTMOST IMPORTANCE. SEE SPECIFICATION SECTION 15010 FOR REQUIRED COORDINATION DRAWINGS. 4. IF THE CONTRACTOR DOES NOT CLEARLY UNDERSTAND THESE PLANS OR IS NOT SURE OF THEIR MEANING, HE SHOULD OBTAIN THE ENGINEER'S WRITTEN EXPLANATION AND INTERPRETATION PRIOR TO BID, SINCE THE CONTRACTOR WILL BE HELD RIGIDLY TO THE INTERPRETATION OF THE ENGINEER. 5. SEE ARCHITECTURAL DRAWINGS FOR ROOM NAMES AND NUMBERS. 13. 6 - THE CONTRACTOR SHALL COORDINATE STAGING AND SCHEDULING WITH THE OWNER'S REPRESENTATIVE. 7. EXISTING CONDITIONS ARE BASED ON INFORMATION OBTAINED FROM PREVIOUS CONSTRUCTION DOCUMENTS AND INFORMAL FIELD OBSERVATION AND SHALL NOT BE CONSTITUTED AS "AS BUILT." THE CONTRACTOR SHALL FIELD - VERIFY EXISTING CONDITIONS BEFORE THE ONSET OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AND MOUNTING OF EQUIPMENT AND MATERIALS IN COMPLIANCE WITH ALL LOCAL CODE REQUIREMENTS AND THE REQUIREMENTS OF SPECIFICATION SECTION 13080. ALL WORK SHALL BE INSTALLED PER THE REFERENCE DETAILS, REGARDLESS OF WHETHER OR NOT THE DETAILS ARE CALLED OUT ON THE PLANS. SEE SHEET M2 -02. 10. THE CONTRACTOR SHALL VERIFY ALL REFRIGERANT PIPE SIZING AND ROUTINGS WITH THE EQUIPMENT MANUFACTURER. THE CONTRACTOR SHALL ALSO PROVIDE ALL REQUIRED REFRIGERANT ACCESSORIES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER FOR COMPLETE AND FULLY FUNCTIONAL SYSTEMS. DO NOT SCALE THE LOCATION OF HVAC CEILING ELEMENTS, SUCH AS AIR INLETS AND OUTLETS, FROM THE M- SERIES DRAWINGS. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT HVAC CEILING ELEMENT LOCATIONS. REFLECTED CEILING PLANS GOVERN THE LOCATION OF DIFFUSERS, REGISTERS, AND GRILLES. M- SERIES DRAWINGS GOVERN TYPE, STYLE, AND SIZE OF DIFFUSERS, REGISTERS, AND GRILLES. 12. ALL DUCTWORK SHALL COMPLY WITH "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE," 3RD EDITION, SMACNA 2005, EXCEPT WHERE MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. ANY PLAN REFERENCES TO "SMACNA FIGURE -- ---" REFERS TO THIS STANDARD. SEE SPECIFICATIONS FOR SCHEDULE OF DUCT PRESSURE CLASS AND SEAL CLASS. IN GENERAL, THE FINAL FLEX DUCT RUNOUT TO EACH DIFFUSER, REGISTER, OR GRILLE IS NOT SIZED ON PLANS. FLEX DUCT RUNOUT SIZE SHALL MATCH AIR OUTLET NECK SIZE, UNO. 14. IT IS THE INTENT OF THESE DRAWINGS THAT A MANUAL BALANCING DAMPER BE PROVIDED AT EVERY INDIVIDUAL CONNECTION TO A SUPPLY AIR OUTLET. PROVIDE MANUAL BALANCING DAMPER AT EACH POINT OF CONNECTION OF FLEX DUCT RUNOUT TO BRANCH DUCT (AT THE SPIN -IN FITTING) UNLESS A BALANCING DAMPER IS SCHEDULED TO BE FURNISHED WITH THE AIR OUTLET. 15. PROVIDE DUCT ACCESS PANELS OR DUCT ACCESS DOORS AT THE FOLLOWING LOCATIONS, WHETHER SHOWN OR NOT: DOWNSTREAM OF ALL DAMPERS OF ANY KIND, BOTH SIDES OF DUCT COILS, AT ALL LOUVER PLENUMS AND ELSEWHERE AS SHOWN. A 16. ALL SUPPLY AND MAKE UP AIR UCT SHALL BE EXTERNALLY WRAPPED. 17. THE WORK OF SECTION 15900 SHALL INCLUDE THE FOLLOWING ELECTRICAL WORK, COMPLYING WITH REQUIREMENTS OF DIVISION 16 SECTIONS: A. CONTROL WIRING BETWEEN FIELD - INSTALLED CONTROLS, INDICATING DEVICES, AND UNIT CONTROL PANELS. B. INTERLOCK WIRING BETWEEN ELECTRONICALLY OPERATED EQUIPMENT UNITS AND BETWEEN EQUIPMENT AND FIELD- INSTALLED CONTROL DEVICES. C. POWER SUPPLY WIRING FOR POWER SOURCE TO POWER CONNECTION ON CONTROLS AND /OR UNIT CONTROL PANELS, INCLUDING, BUT NOT LIMITED TO, AIR TERMINAL UNIT CONTROLLERS, DDC PANELS, DAMPER ACTUATORS, AND VALVE ACTUATORS. LT MOT y errors and or nts does not u or orddrance . ions is ac�.3 NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN —BUILD CONTRACTOR FOR BIDDING PURPOSES. i 8 7 6 Rossfiaruzzrni 5 3 2 1 ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.91 8.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS KITCHEN ACADEMY SEATTLE, 880 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE RECEIVED FEB 2 9 2008 PERMIT CENTER GENERAL INFORMATION SHEET NUMBER EXPIRES 4/14/2008 1\10.0 i Driz irZ A ADDENDUM NO. 1 9 -28 -07 I. ISSUED FOR PERMIT & PRICING 9-17-07 A T B GENERAL SYMBOLS a , O G ON ®T OR H SC -1 100 x #] T L DUCT SIZE I ❑ AP I IR I /5=0 1=7= •=7== I1 L; 11 l THERMOSTAT THERMOSTAT (INSULATED SUB -BASE) THERMOSTAT (WITH GUARD) THERMOSTAT (NIGHT) HUMIDISTAT SENSOR (T = TEMPERATURE H = HUMIDITY) REFRIGERANT LEAK DETECTION TYPE OF SERVICE: S - SUPPLY R = RETURN E = EXHAUST T = TRANSFER INSTALLED LOCATION: C = CEILING SCHEDULED D - DUCT DEVICE NO F = FLOOR H = HIGH SIDEWALL L = LOW SIDEWALL AIR QUANTITY IN CFM KEYED NOTE INTERFACE, EXISTING TO NEW SECTION NUMBER SHEET WHERE LOCATED EQUIPMENT DESIGNATION UNIT NUMBER EXISTING TO REMAIN NEW WORK DUCT SIZE, FIRST FIGURE IS SIDE SHOWN (ACTUAL SIZE INDICATED) SPIRAL FLAT -OVAL DUCT SIZE, FIRST FIGURE [5 SIDE 5HOWN (ACTUAL SIZE INDICATED) ACCESS PANEL, TOP OR SIDE FLEXIBLE DUCT CONNECTION CHANGE OF ELEVATION - RISE (R) OR DROP (D) TURNING VANES EXISTING EQUIPMENT OR DUCTWORK SHOWN LIGHT HATCHING INDICATES EXISTING ITEMS TO BE REMOVED AUTOMATIC DAMPER GRAVITY BACKDRAFT MANUAL VOLUME DAMPER FIRE DAMPER SMOKE DAMPER FIRE /SMOKE DAMPER FLEXIBLE DUCT SUPPLY AIR SECTION UP RETURN OR EXHAUST AIR SECTION UP OUTSIDE AIR SECTION UP SUPPLY AIR DOWN OR AWAY RETURN OR EXHAUST AIR DOWN OR AWAY OUTSIDE AIR DOWN OR AWAY SUPPLY AIR FLOW ARROW RETURN OR EXHAUST AIR FLOW ARROW SUPPLY DIFFUSER, REGISTER OR GRILLE AS SCHEDULED RETURN OR EXHAUST GRILLE OR REGISTER AS SCHEDULED SLOT DIFFUSER AS SCHEDULED SIDEWALL GRILLE OR REGISTER AS SCHEDULED ARROWS INDICATE DIRECTION OF AIR DISCHARGE. IF NO ARROWS ARE SHOWN ON PLAN, DEFAULT IS 2 -WAY HORIZONTAL FOR SLOT DIFFUSERS, 4 -WAY HORIZONTAL FOR SQUARE DIFFUSERS. i A B T C D E PIPING SYMBOLS BD CA CD CF CHR CHS CR CS CW CWR CWS E FOF FOR FOS FOV G GLR G LS HG HPR HIGH PRESSURE CONDENSATE RETURN HPS HW HWR HWS LPG LPR LPS MU PC PD PCWR PCWS PHWR PHWS RL RS RV SCWR SCWS SHWR SHWS SMS SMR SRV V VC BLOW DOWN COMPRESSED AIR CONDENSATE DRAIN CHEMICAL FEED CHILLED /HOT WATER RETURN CHILLED /HOT WATER SUPPLY CONDENSER WATER RETURN CONDENSER WATER SUPPLY COLD WATER, DOMESTIC CHILLED WATER RETURN CHILLED WATER SUPPLY EQUALIZING LINE FUEL OIL FILL FUEL OIL RETURN FUEL OIL SUPPLY FUEL OIL VENT NATURAL GAS GLYCOL RETURN GLYCOL SUPPLY REFRIGERANT HOT GAS HIGH PRESSURE STEAM SUPPLY DOMESTIC HOT WATER HEATING WATER RETURN HEATING WATER SUPPLY LIQUEFIED PETROLEUM GAS LOW PRESSURE CONDENSATE RETURN LOW PRESSURE STEAM SUPPLY MAKE-UP WATER (NON-POTABLE) PUMPED CONDENSATE PUMP DISCHARGE PRIMARY CHILLED WATER RETURN PRIMARY CHILLED WATER SUPPLY PRIMARY HEATING WATER RETURN PRIMARY HEATING WATER SUPPLY REFRIGERANT LIQUID REFRIGERANT SUCTION E'EFRIGERANT VENT SECONDARY CHILLED WATER RETURN SECONDARY CHILLED WATER SUPPLY SECONDARY HEATING WATER RETURN SECONDARY HEATING WATER SUPPLY SNOW MELTING SUPPLY SNOW MELTING RETURN STEAM RELIEF VENT VENT VACUUM CLEANING C T 1_ D T T' PIPE LINE EQUIPMENT pQ COQ —Era k4 T atz - COQ T E SHUT OFF VALVE CUP TO 2" = BALL VALVE) (GREATER THAN 2" = BUTTERFLY VALVE) BLOWDOWN VALVE BUTTERFLY VALVE BUTTERFLY VALVE (MOTORIZED) CHECK VALVE BALL VALVE GLOBE VALVE PRESSURE REGULATING VALVE PRESSURE REDUCING VALVE RELIEF VALVE (TEMP /PRESS) STOP CHECK VALVE PRESSURE TEST VALVE SOLENOID VALVE TWO -WAY CONTROL VALVE THREE -WAY CONTROL VALVE PUMP DISCHARGE VALVE VALVE IN RISE IN -LINE PUMP LUBRICATED PLUG COCK STRAINER STRAINER WITH BLOWDOWN UNION FLANGE ECCENTRIC REDUCER /INCREASER CONCENTRIC REDUCER /INCREASER AIR VENT (M- MANUAL, A -AUTO) THERMOMETER PRESSURE GAUGE W /COCK CAP CALIBRATED PLUG VALVE FLEXIBLE PIPE COUPLING GAUGE COCK THERMOSTATIC EXPANSION VALVE SIGHT GLASS ELBOW DOWN ELBOW UP TEE DOWN TEE UP VALVE IN RISE EXPANSION JOINT PIPE ANCHOR PIPE GUIDE PITCH DOWN IN DIRECTION OF ARROW PRESSURE /TEMPERATURE TEST PORT FLOW ARROW EXISTING TO BE REMOVED WATER METER (FLOW TOTALIZING TYPE) STEAM TRAP: IB = INVERTED BUCKET FT = FLOAT & THERMOSTATIC TD = THERMODYNAMIC DISK STATIC PRESSURE SENSOR FS OR TS FLOW OR TEMPERATURE SWITCH F F T G T EQUIPMENT DESIGNATION AC ACC ACU AF AHU AP AS AV B BFP C CRU CAV CC CFP CO CP CRP CT CIF CU CUH CWP DC DFH DG DP DPT EF EG EJ ER ET EVC F'C FCU FD FSD FLDR FS FT FTR FVAV FTU FVI GP HC HEV HPU HRU HWP HX L LD MAU MCC MD MV OBD PA PAC PBD PCWP PG PHC PHWP PHX PI PIV PRV PS RF RG RR RTU SAC SCBA SCD SCWP SD SF SG SHWP SMS SR ST SVV TG TMV TRC UH VAV VD VE AIR CURTAIN AIR COOLED CONDENSER AIR CONDITIONING UNIT AIR FILTER AIR HANDLING UNIT ACCESS PANEL AUTOMATIC SPRINKLER AUTOMATIC VENT BOILER BACKFLOW PREVENTER CHILLER COMPUTER ROOM AIR CONDITIONING UNIT CONSTANT AIR VOLUME COOLING COIL CHEMICAL FEED PUMP CLEAN OUT CONDENSER WATER PUMP CONDENSATE RETURN PUMP COOLING TOWER COOLING TOWER FILTER CONDENSING UNIT CABINET UNIT HEATER CHILLED WATER PUMP DUCT COIL DEAERATING FEEDWATER HEATER DOOR GRILLE DIFFERENTIAL PRESSURE SWITCH DIFFERENTIAL PRESSURE TRANSMITTER EXHAUST FAN EXHAUST GRILLE EXPANSION JOINT EXHAUST REGISTER EXPANSION TANK EVAPORATIVE COOLER FLEXIBLE DUCT CONNECTION FAN COIL UNIT FIRE DAMPER COMBINATION FIRE /SMOKE DAMPER FLOOR DRAIN FLOW SWITCH FLASH TANK FIN-TUBE RADIATION FAN POWERED VARIABLE AIR VOLUME BOX FAN TERMINAL UNIT FLOOR VACUUM INLET GLYCOL PUMP HUMIDIFIER HEATING COIL HOSE END VALVE HEAT PUMP UNIT HEAT RECOVERY UNIT HEATING WATER PUMP HEAT EXCHANGER LOUVER LINEAR DIFFUSER MAKE -UP AIR UNIT MOTOR CONTROL CENTER MOTORIZED DAMPER MANUAL VENT OPPOSED BLADE DAMPER PIPE ANCHOR PACKAGED AIR CONDITIONING UNIT PARALLEL BLADE DAMPER PRIMARY CHILLED WATER PUMP PIPE GUIDE PREHEAT COIL PRIMARY HEATING WATER PUMP PLATE HEAT EXCHANGER PRESSURE INDICATOR POST INDICATOR VALVE PRESSURE REDUCING VALVE PRESSURE SWITCH RETURN FAN RETURN GRILLE RETURN REGISTER ROOFTOP UNIT SURGICAL AIR COMPRESSOR SELF CONTAINED BREATHING APPARATUS SMOKE CONTROL DAMPER SECONDARY CHILLED WATER PUMP SMOKE DAMPER SUPPLY FAN SUPPLY GRILLE SECONDARY HEATING WATER PUMP SNOW MELTING SYSTEM SUPPLY REGISTER STERILIZER SAFETY VALVE VENT TRANSFER GRILLE THERMOSTATIC MIXING VALVE TERMINAL REHEAT COIL UNIT HEATER VARIABLE AIR VOLUME BOX MANUAL VOLUME DAMPER VIBRATION ELIMINATOR G H J K H GENERAL ABBREVIATIONS A ACC AFF Al AO APD APLV APPROX ARCH AUX AVG BDD BFC BHP BI BO BOB BOD BOP BS BTUH CAP CAV CCD CFM CI CLG CONC COND CONN CORR CV DB DBA DEFL DEG DIA DIM DISCH DIV DN DTL DWG(S) EA EAT EER EFF ELEC ELEV EQ ESP EWB EWT EXIST, EX EXH DEG F FDC FIN FLR FPF FPM FT FT -HD GA GAL GALV GC GPM H HD HORIZ HP HTG HR HVAC HW HZ IE IN INDIC ISP AIR ACCESSORIES ABOVE FINISHED FLOOR ANALOG SIGNAL INPUT ANALOG SIGNAL OUTPUT AIR PRESSURE DROP APPLICATION PART LOAD VALUE APPROXIMATE ARCHITECTURE /ARCHITECT AUXILIARY AVERAGE BACK DRAFT DAMPER BELOW FINISHED CEILING BRAKE HORSEPOWER BINARY SIGNAL INPUT BINARY SIGNAL OUTPUT BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM OF PIPE BEAM SPACE BRITISH THERMAL UNITS PER HOUR CAPACITY CONSTANT AIR VOLUME CONTROLLED CLOSURE DEVICE CUBIC FEET PER MINUTE CAST IRON COOLING DUCT (COLD DUCT) CONCRETE CONDENSATE CONNECTION CORRIDOR CONTROL VALVE DRY BULB A- WEIGHTED DECIBELS DEFLECTION DEGREES DIAMETER DIMENSION DISCHARGE DIVISION DOWN DETAIL DRAWING(S) EXHAUST AIR OR EACH (PER CONTEXT) ENTERING AIR TEMPERATURE ENERGY EFFICIENT RATIO EFFICIENCY ELECTRIC ELEVATION EQUAL EXTERNAL STATIC PRESSURE ENTERING AIR WET BULB TEMPERATURE ENTERING WATER TEMPERATURE EXISTING EXHAUST DEGREES FAHRENHEIT FIRE DEPARTMENT CONNECTION FINISHED FLOOR FINS PER FOOT FEET PER MINUTE FEET HEAD IN FEET GAUGE GALLONS GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE HEIGHT HEAD HORIZONTAL HORSEPOWER HEATING DUCT (HOT DECK) HOUR HEATING, VENTILATING & AIR CONDITIONING HOT WATER HERTZ INVERT ELEVATION INCH /INCHES INDICATOR INTERNAL STATIC PRESSURE REVISIONS No changes shall be made to the scope rior approval of of work without P Division. Tukwila Building tan subm al' NOTE: Revisions will require a new P fees. and may include additional Plan . K i L GENERAL ABBREVIATIONS JS KW L LAT LB(S) LF LS LVL LWT MAN MAX MBH MECH MERV MFR MIN MTL NC NO NIC NOM NPLY NPSH NTS OA OC OD OT PD PH PENT PNEU PPH PRESS PRV PSI PSIA PSIG QTY RA RAD RH RM RPM SA SAN SEC'N SENS SF SH SHT SOL SP SPD SPT SQ SST ST! STM SW TC TD TDH TEMP T &P TSP TOT TYP UC UNO V VAC VB VD VE VEL VERT VOL VTR W W/ WB WC WG W/O WPD WT JOIST SPACE KILOWATTS LENGTH LEAVING AIR TEMPERATURE DS) LINEAR POUN FEET LIGHT SPACE LEVEL LEAVING WATER TEMPERATURE MANUAL MAXIMUM THOUSANDS BRITISH THERMAL UNITS PER HOUR MECHANICAL MINIMUM EFFICIENCY REPORTING VALVE (ASHRAE 52.2) MANUFACTURER MINIMUM OR MINUTE (PER CONTEXT) METAL NORMALLY CLOSED OR NOISE CRITERIA (PER CONTEXT) NORMALLY OPEN OR NUMBER (PER CONTEXT) NOT IN CONTRACT NOMINAL NON- STANDARD PART LOAD VALUE NET POSITIVE SUCTION HEAD NOT TO SCALE OUTSIDE AIR ON CENTER OUTSIDE DIAMETER OIL TRAP PRESSURE DROP PHASE PENTHOUSE PNEUMATIC POUNDS PER HOUR PRESSURE PRESSURE REGULATING VALVE POUNDS PER SQUARE INCH PSI ABSOLUTE POUNDS PER SQUARE INCH GAUGE QUANTITY RETURN AIR RADIATED RELATIVE HUMIDITY ROOM REVOLUTIONS PER MINUTE SUPPLY AIR SANITARY SECTION SENSIBLE SQUARE FOOT SENSIBLE HEAT SHEET SOLENOID STATIC PRESSURE STATIC PRESSURE DIFFERENTIAL STATIC PRESSURE TRANSMITTER SQUARE STAINLESS STEEL STEEL STEAM SOFTENED WATER TEMPERATURE CONTROL THERMODYNAMIC TOTAL DYNAMIC HEAD TEMPERATURE TEMPERATURE AND PRESSURE TOTAL STATIC PRESSURE TOTAL TYPICAL UNDERCUT DOOR UNLESS NOTED OTHERWISE UNDERGROUND VOLTS VACUUM VACUUM BREAKER VOLUME DAMPER (MANUAL) Date: VIBRATION ELIMINATOR OR ISOLATOR VELOCITY VERTICAL VOLUME VENT THRU ROOF WATT OR WIDTH (PER CONTEXT) WITH WET BULB WATER COLUMN WATER GAUGE WITHOUT 1 � �' J �` °' WATER PRESSURE DIFFERENTIAL WEIGHT L SEPARATE PERMiT REQUIRED FOR: d Mechanical EFaectrlcai ' Iumbing Gas Piping City of Tukwila BUILDING DIVISION Permit No. Plar review approval is subject Approval of construction docurr the violation of ad - :• c of approved F - ,d con By n FILE COF Firi [37 • • UN10 GENERAL NOTES: 1. THESE PLANS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE PREPARED TO MAKE SOME ALTERATIONS 9. TO THE EXACT LOCATION OF DUCTWORK, PIPING AND EQUIPMENT FROM THE LOCATION INDICATED ON THESE DRAWINGS TO FIT ACTUAL JOB CONDITIONS. 2. ALL ELBOWS, FITTINGS, ETC.., IN PIPING AND DUCTWORK REQUIRED TO CLEAR ALL JOB OBSTRUCTIONS ARE NOT NECESSARILY INDICATED. ALL NECESSARY TRANSITIONS, FITTINGS AND OFFSETS ARE REQUIRED WHETHER SHOWN OR NOT. 3. BECAUSE OF THE LIMITED SPACE AVAILABLE TO INSTALL ALL OF THE MECHANICAL WORK, COORDINATION BETWEEN THE VARIOUS TRADES IS OF THE UTMOST IMPORTANCE. SEE SPECIFICATION SECTION 15010 FOR REQUIRED COORDINATION DRAWINGS. 4. IF THE CONTRACTOR DOES NOT CLEARLY UNDERSTAND THESE PLANS OR IS NOT SURE OF THEIR MEANING, HE SHOULD OBTAIN THE ENGINEER'S WRITTEN EXPLANATION AND INTERPRETATION PRIOR TO BID, SINCE THE CONTRACTOR WILL BE HELD RIGIDLY TO THE INTERPRETATION OF THE ENGINEER. 5. SEE ARCHITECTURAL DRAWINGS FOR ROOM NAMES AND NUMBERS. 13. 6 - THE CONTRACTOR SHALL COORDINATE STAGING AND SCHEDULING WITH THE OWNER'S REPRESENTATIVE. 7. EXISTING CONDITIONS ARE BASED ON INFORMATION OBTAINED FROM PREVIOUS CONSTRUCTION DOCUMENTS AND INFORMAL FIELD OBSERVATION AND SHALL NOT BE CONSTITUTED AS "AS BUILT." THE CONTRACTOR SHALL FIELD - VERIFY EXISTING CONDITIONS BEFORE THE ONSET OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AND MOUNTING OF EQUIPMENT AND MATERIALS IN COMPLIANCE WITH ALL LOCAL CODE REQUIREMENTS AND THE REQUIREMENTS OF SPECIFICATION SECTION 13080. ALL WORK SHALL BE INSTALLED PER THE REFERENCE DETAILS, REGARDLESS OF WHETHER OR NOT THE DETAILS ARE CALLED OUT ON THE PLANS. SEE SHEET M2 -02. 10. THE CONTRACTOR SHALL VERIFY ALL REFRIGERANT PIPE SIZING AND ROUTINGS WITH THE EQUIPMENT MANUFACTURER. THE CONTRACTOR SHALL ALSO PROVIDE ALL REQUIRED REFRIGERANT ACCESSORIES AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER FOR COMPLETE AND FULLY FUNCTIONAL SYSTEMS. DO NOT SCALE THE LOCATION OF HVAC CEILING ELEMENTS, SUCH AS AIR INLETS AND OUTLETS, FROM THE M- SERIES DRAWINGS. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT HVAC CEILING ELEMENT LOCATIONS. REFLECTED CEILING PLANS GOVERN THE LOCATION OF DIFFUSERS, REGISTERS, AND GRILLES. M- SERIES DRAWINGS GOVERN TYPE, STYLE, AND SIZE OF DIFFUSERS, REGISTERS, AND GRILLES. 12. ALL DUCTWORK SHALL COMPLY WITH "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE," 3RD EDITION, SMACNA 2005, EXCEPT WHERE MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. ANY PLAN REFERENCES TO "SMACNA FIGURE -- ---" REFERS TO THIS STANDARD. SEE SPECIFICATIONS FOR SCHEDULE OF DUCT PRESSURE CLASS AND SEAL CLASS. IN GENERAL, THE FINAL FLEX DUCT RUNOUT TO EACH DIFFUSER, REGISTER, OR GRILLE IS NOT SIZED ON PLANS. FLEX DUCT RUNOUT SIZE SHALL MATCH AIR OUTLET NECK SIZE, UNO. 14. IT IS THE INTENT OF THESE DRAWINGS THAT A MANUAL BALANCING DAMPER BE PROVIDED AT EVERY INDIVIDUAL CONNECTION TO A SUPPLY AIR OUTLET. PROVIDE MANUAL BALANCING DAMPER AT EACH POINT OF CONNECTION OF FLEX DUCT RUNOUT TO BRANCH DUCT (AT THE SPIN -IN FITTING) UNLESS A BALANCING DAMPER IS SCHEDULED TO BE FURNISHED WITH THE AIR OUTLET. 15. PROVIDE DUCT ACCESS PANELS OR DUCT ACCESS DOORS AT THE FOLLOWING LOCATIONS, WHETHER SHOWN OR NOT: DOWNSTREAM OF ALL DAMPERS OF ANY KIND, BOTH SIDES OF DUCT COILS, AT ALL LOUVER PLENUMS AND ELSEWHERE AS SHOWN. A 16. ALL SUPPLY AND MAKE UP AIR UCT SHALL BE EXTERNALLY WRAPPED. 17. THE WORK OF SECTION 15900 SHALL INCLUDE THE FOLLOWING ELECTRICAL WORK, COMPLYING WITH REQUIREMENTS OF DIVISION 16 SECTIONS: A. CONTROL WIRING BETWEEN FIELD - INSTALLED CONTROLS, INDICATING DEVICES, AND UNIT CONTROL PANELS. B. INTERLOCK WIRING BETWEEN ELECTRONICALLY OPERATED EQUIPMENT UNITS AND BETWEEN EQUIPMENT AND FIELD- INSTALLED CONTROL DEVICES. C. POWER SUPPLY WIRING FOR POWER SOURCE TO POWER CONNECTION ON CONTROLS AND /OR UNIT CONTROL PANELS, INCLUDING, BUT NOT LIMITED TO, AIR TERMINAL UNIT CONTROLLERS, DDC PANELS, DAMPER ACTUATORS, AND VALVE ACTUATORS. LT MOT y errors and or nts does not u or orddrance . ions is ac�.3 NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN —BUILD CONTRACTOR FOR BIDDING PURPOSES. i 8 7 6 Rossfiaruzzrni 5 3 2 1 ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.91 8.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS KITCHEN ACADEMY SEATTLE, 880 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE RECEIVED FEB 2 9 2008 PERMIT CENTER GENERAL INFORMATION SHEET NUMBER EXPIRES 4/14/2008 1\10.0 i 8 1 F- F l G "/7 VAV CONNECTED TO CENTRAL SYSTEM TYP. / / / //t / / /// EXISTING VAV BOX (COOLING ONLY TYP) T SCALE: 1/8" = 1 '--O" H J FIRST FLOOR DEMOLITION PLAN 1 . EXISTING CONDENSATE PUMP EXISTING AIR HANDLING UNIT EXISTING AIR HANDLING UNIT GENERAL NOTES: 1. SEE MO -01 FOR ADDITIONAL GENERAL NOTES. KEYED NOTES: 0 El 0 L M 1 ALL EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN HATCHED TO BE REMOVED. ALL EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN LIGHT TO REMAIN. CAP DUCT AIR TIGHT AT LOCATION SHOWN, UNTIL READY TO BE CONNECTED TO NEW VAV BOX. SEE SHEET M1-01 FOR NEW WORK. CAP DUCTWORK AIR TIGHT AT LOCATION SHOWN. CODE CO App MR NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. M H H 8 7 6 Rossc'paruzzini 5 ISSUE 4 3 2 1 ISSUED FOR PERMIT & PRICING PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS KITCHEN ACADEMY SEATTLE, SHEET TITLE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTEF, 9- 17 -07 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 FIRST FLOOR DEMO PLAN MDI.01 8 1 SECOND FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'--0" GENERAL NOTES: 1. SEE MO -01 FOR ADDITIONAL GENERAL NOTES. KEYED NOTES: 0 U ALL EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN LIGHT TO REMAIN. ALL EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN HATCHED TO BE REMOVED. CAP DUCT AIR TIGHT AT LOCATION SHOWN, • ' EADY TO BE CONNECTED TO NEW VAV BOX. SEE SHEET M1 -02 FOR NEW WORK. • a4 NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. 8 7 6 Rossfiaruzzrni 5 4 3 2 ISSUE ADDENDUM NO. 1 ISSUED FOR PERMIT & PRICING KITCHEN ACADEMY SEATTLE, 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS SHEET TITLE SHEET NUMBER EXPIRES 4/14/2008 RECEIVED FEB 2 9 2008 PERMIT CENTER 9- 28--07 9- 17 -07 380 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SECOND FLOOR DEMO PLAN MDIO2 7 8 A EXISTING GAS LINE Y PIPE CHASE s �1 SATELLITE DISH 0 ROOF HATCH PIPE CHASE ROOF DEMOLITION PLAN SCALE: 1/8" = 1' -0" ni J- J- _ J- _ -J- _ ._ _ _ _L_ _-1__ _L GENERAL NOTES: 1. SEE MO -01 FOR ADDITIONAL GENERAL NOTES. KEYED NOTES: U ALL EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN HATCHED TO BE REMOVED AND HOLES FILLED /PATCHED. ALL EQUIPMENT, DUCTWORK, PIPING, ETC. SHOWN LIGHT TO REMAIN. 'J c Ii E a-j CODS q M ., . sue. at: Of NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. a 8 7 6 Rossfiaruzzrni 5 4 3 2 1 ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE ROOF DEMO PLAN SHEET NUMBER EXPIRES 411412008 RECEIVED FEB 2 9 2008 PERMIT CENTER 9-17-0 7 MDIO3 8 Q o � I _L _L J_ J_. A B C D E F 1 VESTTIULE �-. 34X1 T• 2 O'ENI G P V ALK -IN COkERS 38X 38X OPE:N ME- W.! t RATI•N ••iuffrE f g � n� 1 11 rw ... �� �� . lI I IIIMPrgraniiml la is Arai 3 1�IL 111'I IIE! L .. d iffEMIIM 11: gm I VA I limo 1■ 1E1 * ill • miz I■ ■■ '°- ■L EC -6 EC -6 690 690 WALK - COOL VACHINE RELOCAT MITSUBISH 00 'EXISTING MENS o c > 1 �- w r OH FIRST FLOOR PLAN HVAC SCALE: 1/8" = 1' -0 G J H EXISTING NKLER ROOM U EXISTING AIR HANDLING UNIT EXISTING CONDENSATE PUMP EXISTING AIR HANDLING UNIT KEYED NOTES 1 WELDED GREASE DUCT WITH FIRE RATED WRAP, SLOPED AT a" PER FOOT MIN. WELDED GREASE DUCT WITH FIRE RATED WRAP, HIGH - TEMPERATURE, FLEXIBLE, BLANKET INSULATION WITH FSK JACKET THAT IS UL TESTED AND CERTIFIED TO PROVIDE A 2 -HOUR FIRE RATING. GENERAL NOTE DUCT INSULATION IS TO MEET WSEC MINIMUM STANDARDS FOR THERMAL WRAP & ACOUSTICAL LINER K L 1 CODE C OMPLIP0. p NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN —BUILD CONTRACTOR FOR BIDDING PURPOSES. 8 7 6 RossEaruzzini 5 4 3 2 1 ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 ISSUED FOR PERMIT & PRICING PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, ECEWED FEB 2 9 2008 PERMIT CENTER 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE FIRST FLOOR PLAN SHEET NUMBER M I -0 8 7 6 5 4 3 2 1 A T U 0 VA�I ■1 II i _� ® • '; r__ A 0 80 I'll 540 • 280 I U-'- c � ° , `°' REM re VAV rim 530 530 EC -3 rev i MATIEFON � r IS Pri 11111:1111111111111 VA � 3 M+ 11111 .. 2 -4 AV 6 • r I d IL ' i VOiI I N � EP VIMINIMEZI 'h • FD — Ilit VAV 1-11 � I'm 1 1 ■.._ UTILI 24 118SL 24 118SL 2.4X 1851 —24X -1 #— o • 60 180 III AffilligiM ' I mud ■1IT: 6 -5 . ■I L- - maim — 645 ®1I A km gar 1 01 " INA& r I■ 1!11, i J/C .. .r11 � II_ 645 • 1 ® I tf TU 645 645 ■ !' a hi, a 6$5 ■r■■■� m. =RN" EN ■ ■ 6 ■ Km. I .'a H 685 6 85 645 645 as, 5 ® A LP 1( f 4 rI II I ._ b MEP 27185 I V 1 -14 Q M I_ 0 Q M [r - 80W - ___ -I .60W J 26X8 - VAV 2 -7 & ii 0 ALK — IN COOLERS' I HLLWAY I e 218 x }� 8X OW 1 IT IoM OW -VAV- 2 L_J F�LS_TI r WOMENS 24 18SL 2X10 00W it I �L E IS.T1Ncz MENS 2-,3 8)10 x co C.4 I: 2X10 _ M X e r 8 10 — ?� 645 4 UP T 0 F IW ! Imo' ■ I IIN IFr P rir kiMP EU 1! ► � ► NEE ' g WASHE r i; ! s i L. INIr■ ■ ■■■IIL. T 40 ALUM. UP VENT THRU ROOF 0 G T SECOND FLOOR PLAN - HVAC SCALE: 1 /8' = _L. T 0 \\ NO DEMOLITION BEYOND THIS POINT NO DEMOLITION BEYOND THIS POINT V T KEYED NOTES 0 WELDED GREASE DUCT WITH FIRE RATED WRAP, SLOPED AT 4" PER FOOT MIN. WELDED GREASE DUCT WITH FIRE RATED WRAP, HIGH—TEMPERATURE, FLEXIBLE, BLANKET INSULATION WITH FSK JACKET THAT 15 UL TESTED AND CERTIFIED TO PROVIDE A 2 —HOUR FIRE RATING. O REFER TO PLUMBING CONTRACTOR FOR VENTING AND COMBUSTION AIR SYSTEMS 0 66X22SL WITH VD TO 66X38SL RA OPENING, CUT AT 45° MAX 0 54X20SL WITH VD GENERAL NOTE DUCT INSULATION IS TO MEET WSEC MINIMUM STANDARDS FOR THERMAL WRAP & ACOUSTICAL LINER __L CEDE COMP1. 1 NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN- -BUILD CONTRACTOR FOR BIDDING PURPOSES. M 8 7 6 5 4 3 2 RossJa ruzzi rn ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 ISSUED FOR PERMIT & PRICING PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS KITCHEN ACADEMY SEATTLE, 360 CORPOR D NORTH TU ATE KWILA, 11 A RIVE 98186 SHEET TITLE SHEET NUMBER RECEWED FEB 2 9 2008 PERMIT CENTER 9 -17 -07 SECOND FLOOR PLAN M I -02 8 O coa ROOF ACCESS HATCH ROOF PLAN - HVAC SCALE: 1/8* = 1 ROOF ACCESS HATCH 0 ® c C.O. PLUG W/ REMOVABLE INSU_ATION CAP (TYP) AHU,FCU OR RTU I 1 DRAWTHROUGH COIL : BLOWTHROUGH COIL : 2X 1" MIN X+1'MIN 1 "M IN OPEN VENT 1" AIR GAP MIN. SLAB OR ROOF WHERE X = STATIC PRESSURE AT DRAIN HOLE IN PAN TYPICAL CONDENSATE DRAIN PIPING NOT TO SCALE NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN —BUILD CONTRACTOR FOR BIDDING PURPOSES. CODF G c CP ::E 1 4 3 2 8 7 6 RossJ3aruzzini 5 ISSUED FOR PERMIT & PRICING ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO, 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 PROJECT NAME AND ADDRESS KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE ROOF PLAN SHEET NUMBER mbiREs 411412008 RECEDED FEB 2 9 2000 PERMIT CENTER MIM3 9 -17 -07 SPLIT SYSTEM AC SCHEDULE LAST UPDATED: 12/06/07 VAV ROOFTOP L \ IT SCHEDULE LAST UPDATED: 12/06/07 PLAN MARK MANUFACTURER MODEL COOLING HEATING CFM ESP IN WC MIN OA CFM MAX WEIGHT HP PHASE VOLTS NOTES TOTAL MBH SEN5 MBH INPUT MBH OUTPUT MBH RTU -1 EXISTING — TRANE YCD600A4CC2B8NC3C 600 NA 400 324 20000 2.5 EXTERNAL 4350 NA 20 460 3 X RTU -2 TRANE SFHGC90 1007 689 1000 820 36400 5.5 TOTAL 7845 17270 50 460 3 X FC -2 (EXIST) ELECT RM MITSUBISHI / MSO9NW 600 NA 15 115/1 NA -- EXIST D1000 -920 ROOF KITCHEN B PCA -2 SPLIT SYSTEM AC SCHEDULE LAST UPDATED: 12/06/07 OUTDOOR UNIT INDOOR AIR HANDLING UNIT KITCHEN SYSTEMS SCHEDULE UNIT TAG LOCATION AREA SERVED MFR CLG ELECTRICAL WEIGHT IN POUNDS UNIT TAG AREA SERVED MFR CFM E.S.P. IN. W.G. ELECTRICAL WEIGHT IN POUNDS NOTES CAP (BTUH) AMPS MFS V /PH MFS V /PH CU- 1(EXIST) ROOF MACH RM MITSUBISHI / MUM18NW 18,000 NA (2) 15 208/230/1 NA FC -1 (EXIST) MACH RM MITSUBISHI / MSO9NW 600 NA 15 115/1 NA — EXIST 0.7 5 FC -2 (EXIST) ELECT RM MITSUBISHI / MSO9NW 600 NA 15 115/1 NA -- EXIST D1000 -920 A B A B WASHINGTON STATE ENERGY CODE 2006 PROJECT COMPLETION REQUIREMENTS 1416 Mechanical Systems Commissioning and Completion Requirements 1416.1 General: Commissioning is a systematic process of verification and documentation that ensures that the selected building systems have been designed, installed and function properly, efficiently, and can be maintained in accordance with the contract documents in order to satisfy the building owner's design intent and operational requirements. Drawing notes shall require commissioning and completion requirements in accordance with Section 1416. Drawing notes may refer to specifications for further requirements. 1416.1.1 Simple Systems: For simple systems, as defined in Section 1421, and warehouses and semi — heated spaces, commissioning shall include, as a minimum: • A Commissioning Plan, • System Testing and Balancing, • Controls Functional Performance Testing, • A Preliminary Commissioning Report, • Post Construction Documentation in the form of O &M and Record Drawing Review, and • A Final Commissioning Report. 1416.1.2 All Other Mechanical Systems: For all other mechanical systems, commissioning shall include, as a minimum: • A Commissioning Plan, • System Testing and Balancing, • Equipment Functional Performance Testing, • Controls Functional Performance Testing, • A Preliminary Commissioning Report, • Post Construction Documentation (all), and • A Final Commissioning Report. 1416.2 Commissioning Requirements 1416.2.1 Commissioning Plan: The plans shall require tests mandated by this section be performed and the results recorded. The plans shall require preparation of preliminary and final reports of test procedures and results as described herein. At a minimum, the plans shall identify the following for each test: • A detailed explanation of the original design intent, • Equipment and systems to be tested, including the extent of tests, • Functions to be tested (for example, calibration, economizer control, etc.), • Conditions under which the test shall be performed (for example, winter and summer design conditions, full outside air, etc.), • Measurable criteria for acceptable performance. 141 6.2.2 Systems Balancing 1416.2.2.1 General: Construction documents shall require that all HVAC systems be balanced in accordance with generally accepted engineering standards. Air and water flow rates shall be measured and adjusted to deliver final flow rates within 10% of design rates, except variable flow distribution systems need not be balanced upstream of the controlling device (for example, VAV box or control valve). Construction documents shall require a written balance report be provided to the owner. Drawing notes may refer to specifications for further systems balancing requirements. 1416.2.2.2 Air System Balancing: Air systems shall be balanced in a manner to first minimize throttling losses then, for fans with system power of greater than 1 hp, fan speed shall be adjusted to meet design flow conditions. 1416.2.2.3 Hydronic System Balancing: Hydronic systems shall be proportionately balanced in a manner to first minimize throttling losses, then the pump impeller shall be trimmed or pump speed shall be adjusted to meet design flow conditions. EXCEPTIONS: 1. Pumps with pump motors of 10 hp or less. 2. When throttling results in no greater than 5% of the nameplate horsepower draw above that required if the impeller were trimmed. Each hydronic system shall have either the ability to measure pressure across the pump, or test ports at each side of each pump. 1416.2.3 Functional Performance Testing 1416.2.3.1 Equipment /Systems Testing: Functional Performance Testing shall demonstrate the correct installation and operation of each component, system, and system —to— system intertie relationship in accordance with approved plans and specifications. This demonstration is to prove the operation, function, and maintenance serviceability for each of the Commissioned systems. Testing shall include all modes of operation, including: • All modes as described in the Sequence of Operation, • Redundant or automatic back —up mode, • Performance of alarms, and • Mode of operation upon a loss of power and restored power. 1416.2.3.2 Controls Testing: HVAC control systems shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. 1416.2.4 Post Construction Commissioning 1416.2.4.1 General: Construction documents shall require post construction commissioning be provided to the building owner. Drawing notes may refer to specifications for further commissioning requirements. Post construction commissioning shall include, as a minimum, review and approval of Operation and Maintenance Materials, Record Drawings, and Systems Operational Training. 1416.2.4.2 Operation and Maintenance (0 & M) Manuals: The 0 & M manual shall be in accordance with industry accepted standards and shall include, at a minimum, the following: • Submittal data stating equipment size and selected options for each piece of equipment requiring maintenance. • Operation and maintenance manuals for each piece of equipment requiring maintenance, except equipment not furnished as part of the project. Required routine maintenance actions shall be clearly identified. • Names and addresses of at least one service agency. • HVAC controls system maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions. Desired or field determined set points shall be permanently recorded on control drawings at control devices, or, for digital control systems, in programming comments. • A complete narrative of how each system is intended to operate including: i. A detailed explanation of the original design intent. ii. The basis of design (how the design was selected to meet the design intent). iii. A detailed explanation of how new equipment is to interface with existing equipment or systems (where applicable). iv. Suggested set points. NOTE: Sequence of Operation is not acceptable as a narrative for this requirement. 1416.2.4.3 Record Drawings: Record drawings shall include as a minimum the location and performance data on each piece of equipment, general configuration of duct and pipe distribution system, including sizes, and the terminal air and water design flow rates of the actual installation. 1416.2.4.4 Systems Operational Training: The training of the appropriate maintenance staff for each equipment type and /or system shall include, as a minimum, the following: • System /Equipment overview (what it is, what it does and which other systems and /or equipment does it interface with). • Review of the available O &M materials • Review of the Record Drawings on the subject system /equipment. • Hands —on demonstration of all normal maintenance procedures, normal operating modes, and all emergency shutdown and start—up procedures. 1416.2.5 Commissioning Reports 1416.2.5.1 Preliminary Commissioning Report: A preliminary report of commissioning test procedures and results shall be completed and provided to the Owner. The preliminary commissioning report shall identify: • Deficiencies found during testing required by this section which have not been corrected at the time of report preparation and the anticipated date of correction. • Deferred tests which cannot be performed at the time of report preparation due to climatic conditions. • Climatic conditions required for performance of the deferred tests, and the anticipated date of each deferred test. 1416.2.5.2 Final Commissioning Report: A complete report of test procedures and results shall be prepared and filed with the owner. The Final Commissioning Report shall identify: • Results of all Functional Performance Tests. • Disposition of all deficiencies found during testing, including details of corrective measures used or proposed. • All Functional Performance Test procedures used during the commissioning process including measurable criteria for test acceptance, provided herein for repeatability. EXCEPTION: Deferred tests which cannot be performed at the time of report preparation due to climatic conditions. 1416.3 Acceptance Requirements 1416.3.1 Acceptance: Buildings or portions thereof, required by this code to comply with this section, shall not be issued a final certificate of occupancy until such time that the building official determines that the preliminary commissioning report required by Section 1416.2.5.1 has been completed. E F F 1 G -- J NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L DE CO P'U'M! M A Of T i Y. •, y �� L' W. . M M 1 VDTA 07155.00 PROJECT NAME AND ADDRESS 3 2 1 RossJa ruzzi n i ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER ISSUED FOR PERMIT & PRICING 9 -17 -07 KITCHEN ACADEMY SEATTLE, RECEIVED FEB 2 9 2008 PERMIT CENTER 380 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES SHEET NUMBER JM2OI KITCHEN SYSTEMS SCHEDULE # PLAN MARK MFR MODEL LOCATION SERVING SUPPLY FAN EXHAUST FAN DIRECT -FIRED GAS HEATING TYPE CFM TOTAL AIR CFM TSP IN. W.C. MAX. ESP IN. W.C. MAX. MOTOR (HP) MODEL CFM ESP IN. W e MAX. RPM HP ELEC. DATA DRIVE TOTAL CAP (MBH) EAT (•F) ° ' T (• F) GAS INLET PRESS. (IN. WG.) NOTES KS -1 CAPTIVEAIRE D1000-920 ROOF KITCHEN A PCA-1 8450 8450 0.7 5 1 100 0 70.0 11 1 KS -2 CAPTIVEAIRE D1000 -920 ROOF KITCHEN B PCA -2 8200 8200 0.7 5 1100 70.0 11 2 KS -3 CAPTIVEAIRE D250 —G10 ROOF KITCHEN A PCA -1 2880 2880 0.7 3/4 NCA14FA 3600 1.3 709 3/4 460/3/60 BELT 275 o f 70.0 11 KS-4 CAPTIVEAIRE D500 -015 ROOF KITCHEN C CCT —PBT 3360 3360 0.5 2 NCA18FA 4200 1.0 1012 1/2 460/3/60 BELT 550 0 70.0 11 KS -5 CAPTIVEAIRE D500 —G15 ROOF PASTRY /BAKING 3880 3880 0.7 5 NCA24FA 4840 1.3 873 460/3/60 BELT 550 70.0 11 KS -6 CAPTIVEAIRE D750 —G18 ROOF KITCHEN APCA 6400 6400 0.7 5 NCA30FA 8000 1.3 709 460/3/60 BELT 825 0 70.0 11 KS -7 CAPTIVEAIRE D250 -010 ROOF KITCHEN APCA 1200 1200 0.7 3/4 NCA14FA 1500 1.3 1401 3/4 460/3/60 BELT 275 0 70.0 1 NOTES: 1 2 EXHAUST FAN EF -1 SHALL BE FURNISHED WITH KS -1 BUT SHALL BE SHIPPED LOOSE FOR REMOTE INSTALLATION. EXHAUSE FAN EF -2 SHALL BE FURNISHED WITH KS -2 BUT SHALL BE SHIPPED LOOSE FOR REMOTE INSTALLATION. A B A B WASHINGTON STATE ENERGY CODE 2006 PROJECT COMPLETION REQUIREMENTS 1416 Mechanical Systems Commissioning and Completion Requirements 1416.1 General: Commissioning is a systematic process of verification and documentation that ensures that the selected building systems have been designed, installed and function properly, efficiently, and can be maintained in accordance with the contract documents in order to satisfy the building owner's design intent and operational requirements. Drawing notes shall require commissioning and completion requirements in accordance with Section 1416. Drawing notes may refer to specifications for further requirements. 1416.1.1 Simple Systems: For simple systems, as defined in Section 1421, and warehouses and semi — heated spaces, commissioning shall include, as a minimum: • A Commissioning Plan, • System Testing and Balancing, • Controls Functional Performance Testing, • A Preliminary Commissioning Report, • Post Construction Documentation in the form of O &M and Record Drawing Review, and • A Final Commissioning Report. 1416.1.2 All Other Mechanical Systems: For all other mechanical systems, commissioning shall include, as a minimum: • A Commissioning Plan, • System Testing and Balancing, • Equipment Functional Performance Testing, • Controls Functional Performance Testing, • A Preliminary Commissioning Report, • Post Construction Documentation (all), and • A Final Commissioning Report. 1416.2 Commissioning Requirements 1416.2.1 Commissioning Plan: The plans shall require tests mandated by this section be performed and the results recorded. The plans shall require preparation of preliminary and final reports of test procedures and results as described herein. At a minimum, the plans shall identify the following for each test: • A detailed explanation of the original design intent, • Equipment and systems to be tested, including the extent of tests, • Functions to be tested (for example, calibration, economizer control, etc.), • Conditions under which the test shall be performed (for example, winter and summer design conditions, full outside air, etc.), • Measurable criteria for acceptable performance. 141 6.2.2 Systems Balancing 1416.2.2.1 General: Construction documents shall require that all HVAC systems be balanced in accordance with generally accepted engineering standards. Air and water flow rates shall be measured and adjusted to deliver final flow rates within 10% of design rates, except variable flow distribution systems need not be balanced upstream of the controlling device (for example, VAV box or control valve). Construction documents shall require a written balance report be provided to the owner. Drawing notes may refer to specifications for further systems balancing requirements. 1416.2.2.2 Air System Balancing: Air systems shall be balanced in a manner to first minimize throttling losses then, for fans with system power of greater than 1 hp, fan speed shall be adjusted to meet design flow conditions. 1416.2.2.3 Hydronic System Balancing: Hydronic systems shall be proportionately balanced in a manner to first minimize throttling losses, then the pump impeller shall be trimmed or pump speed shall be adjusted to meet design flow conditions. EXCEPTIONS: 1. Pumps with pump motors of 10 hp or less. 2. When throttling results in no greater than 5% of the nameplate horsepower draw above that required if the impeller were trimmed. Each hydronic system shall have either the ability to measure pressure across the pump, or test ports at each side of each pump. 1416.2.3 Functional Performance Testing 1416.2.3.1 Equipment /Systems Testing: Functional Performance Testing shall demonstrate the correct installation and operation of each component, system, and system —to— system intertie relationship in accordance with approved plans and specifications. This demonstration is to prove the operation, function, and maintenance serviceability for each of the Commissioned systems. Testing shall include all modes of operation, including: • All modes as described in the Sequence of Operation, • Redundant or automatic back —up mode, • Performance of alarms, and • Mode of operation upon a loss of power and restored power. 1416.2.3.2 Controls Testing: HVAC control systems shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. 1416.2.4 Post Construction Commissioning 1416.2.4.1 General: Construction documents shall require post construction commissioning be provided to the building owner. Drawing notes may refer to specifications for further commissioning requirements. Post construction commissioning shall include, as a minimum, review and approval of Operation and Maintenance Materials, Record Drawings, and Systems Operational Training. 1416.2.4.2 Operation and Maintenance (0 & M) Manuals: The 0 & M manual shall be in accordance with industry accepted standards and shall include, at a minimum, the following: • Submittal data stating equipment size and selected options for each piece of equipment requiring maintenance. • Operation and maintenance manuals for each piece of equipment requiring maintenance, except equipment not furnished as part of the project. Required routine maintenance actions shall be clearly identified. • Names and addresses of at least one service agency. • HVAC controls system maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions. Desired or field determined set points shall be permanently recorded on control drawings at control devices, or, for digital control systems, in programming comments. • A complete narrative of how each system is intended to operate including: i. A detailed explanation of the original design intent. ii. The basis of design (how the design was selected to meet the design intent). iii. A detailed explanation of how new equipment is to interface with existing equipment or systems (where applicable). iv. Suggested set points. NOTE: Sequence of Operation is not acceptable as a narrative for this requirement. 1416.2.4.3 Record Drawings: Record drawings shall include as a minimum the location and performance data on each piece of equipment, general configuration of duct and pipe distribution system, including sizes, and the terminal air and water design flow rates of the actual installation. 1416.2.4.4 Systems Operational Training: The training of the appropriate maintenance staff for each equipment type and /or system shall include, as a minimum, the following: • System /Equipment overview (what it is, what it does and which other systems and /or equipment does it interface with). • Review of the available O &M materials • Review of the Record Drawings on the subject system /equipment. • Hands —on demonstration of all normal maintenance procedures, normal operating modes, and all emergency shutdown and start—up procedures. 1416.2.5 Commissioning Reports 1416.2.5.1 Preliminary Commissioning Report: A preliminary report of commissioning test procedures and results shall be completed and provided to the Owner. The preliminary commissioning report shall identify: • Deficiencies found during testing required by this section which have not been corrected at the time of report preparation and the anticipated date of correction. • Deferred tests which cannot be performed at the time of report preparation due to climatic conditions. • Climatic conditions required for performance of the deferred tests, and the anticipated date of each deferred test. 1416.2.5.2 Final Commissioning Report: A complete report of test procedures and results shall be prepared and filed with the owner. The Final Commissioning Report shall identify: • Results of all Functional Performance Tests. • Disposition of all deficiencies found during testing, including details of corrective measures used or proposed. • All Functional Performance Test procedures used during the commissioning process including measurable criteria for test acceptance, provided herein for repeatability. EXCEPTION: Deferred tests which cannot be performed at the time of report preparation due to climatic conditions. 1416.3 Acceptance Requirements 1416.3.1 Acceptance: Buildings or portions thereof, required by this code to comply with this section, shall not be issued a final certificate of occupancy until such time that the building official determines that the preliminary commissioning report required by Section 1416.2.5.1 has been completed. E F F 1 G -- J NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L DE CO P'U'M! M A Of T i Y. •, y �� L' W. . M M 1 VDTA 07155.00 PROJECT NAME AND ADDRESS 3 2 1 RossJa ruzzi n i ISSUE 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER ISSUED FOR PERMIT & PRICING 9 -17 -07 KITCHEN ACADEMY SEATTLE, RECEIVED FEB 2 9 2008 PERMIT CENTER 380 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES SHEET NUMBER JM2OI 7 6 5 4 3 2 3 1 A B -T E \ _..._ _ p 5 z } a ,_ N F G H K NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L M 1 1 1 5 14 a 3 2 RossJaruzzini ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 EXPIRES 411412008 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES 1 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTER M 2 -02 4 A V� AIR DEVICE SCHEDULE S -i CFM PLAN MARK MANUFACTURER PLAN MARK MANUFACTURER MODEL NECK SIZE FACE SIZE MATERIAL ACCESSORIES FINISH MAX SP INCHES MAXIMUM NC MAXIMUM CFM NOTES SC -1 TITUS PAS 60 24X24 STL VC BWE 0.15 35 120 ELEC RM 1 15A SC -2 TITUS PAS 80 24X24 STL VC BWE 0.15 35 240 VAV 1 -1 SC -3 TITUS PAS 100 24X24 STL VC BWE 0.15 35 350 0.5 SC -4 TITUS PAS 120 24X24 STL VC BWE 0.15 35 480 12X8 SC -5 TITUS PAS 140 24X24 STL VC BWE 0.15 35 685 VAV 1 -3 SC-6 TITUS OMNI 60 24X24 STL VC OWE 0.1 25 120 0.5 SC -7 TITUS OMNI 80 24X24 STL VC BWE 0.1 25 210 16X15 SC -8 TITUS OMNI 100 24X24 STL VC BWE 0.1 25 325 VAV 1 -5 SC -9 TITUS OMNI 120 24X24 STL VC BWE 0.1 25 470 0.5 SC -10 TITUS OMNI 140 24X24 STL VC BWE 0.1 25 640 12X8 RC -1 TITUS 355FL 8X8 8X8 STL VC BWE 0.1 25 150 1 RC -2 TITUS 355FL 12X10 12X10 STL VC BWE 0.1 25 250 1 RC -3 TITUS 355FL 12X12 12X12 STL VC BWE 0.1 25 350 II RC -4 TITUS 355FL 14X14 14X14 STL VC BWE 0.1 25 450 1 RC -5 TITUS 355FL 24X12 24X12 STL VC BWE 0.1 25 600 IT I RC -6 TITUS PAR 140 24X24 STL VC BWE 0.1 25 475 1 RC -7 TITUS PAR 160 24X24 STL VC BWE 0.1 25 650 U RC-8 TITUS PAR 22X22 24X24 STL VC BWE 0.1 25 1700 1 EC -1 TITUS PAR 60 24X24 STL VC BWE 0.1 30 100 ULJ EC -2 TITUS PAR 80 24X12 STL VC BWE 0.1 30 180 VAV 1 -13 EC -3 TITUS PAR 100 24X24 STL VC BWE 0.1 30 280 0.5 EC -4 TITUS PAR 120 24X24 STL VC BWE 0.1 30 400 12X8 EC -5 TITUS PAR 140 24X24 STL VC BWE 0.1 30 550 VAV 2 -1 EC -6 TITUS PAR 160 24X24 STL VC BWE 0.1 30 730 0.5 NOTES: FIELD - PROVIDE RA BOOT PER DETAIL E /M2 -02 FOR 24X24 PAR WITHOUT NECK CONNECTI ❑N MATERIAL ACCESSORIES FINISH 60 STL -STEEL PC- PATTERN CONTROL STD - STANDARD ALU-ALUMINUM VC- VOLUME CONTROL PC -PRIME COAT PL- PLASTIC RC- REMOVABLE CORE BWE -BAKED WHITE ENAMEL SP- -SPECIAL BS-BIRD SCREEN SP- SPECIAL � IT I IF UNDUCTED, � I ' 1 1300CFM TITUS DESV 7 6 5 4 3 2 3 1 A B -T E \ _..._ _ p 5 z } a ,_ N F G H K NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L M 1 1 1 5 14 a 3 2 RossJaruzzini ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 EXPIRES 411412008 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES 1 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTER M 2 -02 4 A V� VAV ELECTRIC TERMINAL REHEAT BOX SCHEDULE # # PLAN MARK MANUFACTURER MODEL CFM INLET SIZE OUTLET SIZE FACE VEL FPM KW MBH EAT C) LAT ( °) APD IN WC) ELECTRICAL DATA NOTES MAX MIN STEPS VOLT PHASE HERTZ 90 MIN 95 1 208/3 FD -2 ELEC RM 1 15A RUSKIN C DIBD2 EA VERTICAL 60 CURTAIN 90 MIN 1 FD -3 FILE ROOM 213 VAV 1 -1 TITUS DESV 2070 960 140 20X18 1070 9.5 32.2 55 86 0.5 2 480 3 60 CURTAIN VAV 1 -2 TITUS DESV 305 100 60 12X8 638 1.5 3.7 55 89 0.5 1 277 1 60 STUDENT SERV. 212 VAV 1 -3 TITUS DESV 440 40 60 12X8 128 0.5 1.0 55 80 0.5 1 277 1 60 CURTAIN VAV 1 -4 TITUS DESV 1 140 240 120 16X15 951 3.5 11.0 55 98 0.5 1 277 1 60 FSD -9 VAV 1 -5 TITUS DESV 160 85 60 12X8 563 1.0 3.2 55 92 0.5 1 277 1 60 SA VAV 1 -6 TITUS DESV 175 85 60 12X8 368 1.0 1.0 55 80 0.5 1 277 1 60 VAV 1 -7 TITUS DESV 380 300 80 12X10 924 4.5 14.4 55 100 0.5 1 277 1 60 RUSKIN VAV 1 -8 TITUS DESV 1005 200 140 20X18 818 3.5 11.5 55 109 0.5 1 277 1 60 80. VAV 1 -9 TITUS DESV 550 255 80 12X10 966 3.0 9.9 55 92 0.5 1 277 1 60 1 1657 VAV 1 -10 TITUS DESV 275 120 60 12X8 623 1.5 4.5 55 90 0.5 1 277 1 60 VAV 1-11 TITUS DESV 415 120 80 12X10 690 2.0 5.4 55 97 0.5 1 277 1 60 VAV 1 -12 TITUS DESV 320 215 60 12X8 789 1.5 4.6 55 80 0.5 1 277 1 60 VAV 1 -13 TITUS DESV 360 120 80 12X10 600 2.0 5.2 55 96 0.5 1 277 1 60 VAV 1--14 TITUS DESV 315 50 60 12X8 413 1.0 2.5 55 103 0.5 1 277 1 60 VAV 2 -1 TITUS DESV 2220 685 160 24X18 737 4.0 13.2 55 80 0.5 1 277 1 60 VAV 2 -2 TITUS DESV 2950 355 160 24X18 960 4.5 13.9 55 81 0.5 1 277 1 60 VAV 2 -3 TITUS 1 DESV 2580 815 160 24X18 932 4.0 13.5 55 80 0.5 1 277 1 60 SERVE FROM RTU -1 VAV 2 -4 TITUS DESV 3225 815 160 24X18 932 4.0 13.5 55 80 0.5 1 277 1 60 VAV 2 -5 TITUS DESV 2740 690 160 24X18 915 4.5 14.2 55 81 0.5 1 277 1 60 SERVE FROM RTU -1 VAV 2 -6 TITUS DESV 2740 690 160 24X18 915 4.5 14.2 55 81 0.5 1 277 1 60 VAV 2 -7 TITUS DESV 2410 625 160 24X18 759 5.0 16.8 55 86 0.5 1 277 1 60 VAV 2 -8 TITUS DESV 2220 685 160 24X18 737 4.0 13.2 55 80 0.5 1 277 1 60 VAV 2 -9 TITUS DESV 2800 355 160 24X18 960 4.5 13.9 55 81 0.5 1 277 1 60 VAV 2 -10 TITUS DESV 2580 815 160 24X18 932 4.0 13.5 55 80 0.5 1 277 1 60 VAV 2 -11 TITUS DESV 3225 815 160 24X18 932 4.0 13.5 55 80 0.5 1 277 1 60 VAV 2 -12 TITUS DESV 2740 690 160 24X18 915 4.5 14.2 55 81 0.5 1 277 1 60 VAV 2 -13 TITUS DESV 2740 690 160 24X18 915 4.5 14.2 55 81 0.5 1 277 1 60 VAV 2 -14 TITUS DESV 2120 625 160 24X18 759 5.0 16.8 55 86 0.5 1 277 1 60 7 6 5 4 3 2 3 1 A B -T E \ _..._ _ p 5 z } a ,_ N F G H K NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L M 1 1 1 5 14 a 3 2 RossJaruzzini ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 EXPIRES 411412008 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES 1 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTER M 2 -02 F FIRE DAMPER SCHEDULE \, # MARK LOCATION MFR TYPE MODEL SERVICE ORIENT DUCT SIZE WxH(IN) DAMPER DAMPER RATINGS MIN /FUSE NOTES FD -1 MACH RM 1 15B RUSKIN C DIBD2 EA VERTICAL 60 CURTAIN 90 MIN 95 1 208/3 FD -2 ELEC RM 1 15A RUSKIN C DIBD2 EA VERTICAL 60 CURTAIN 90 MIN 1 FD -3 FILE ROOM 213 RUSKIN A DIBD2 SA VERTICAL 48X18 CURTAIN 90 MIN 111 FD -4 FILE ROOM 213 RUSKIN A DIBD2 SA VERTICAL 48X18 CURTAIN 90 MIN 111 95 ED -5 FILE ROOM 213 RUSKIN C DIBD2 SA VERTICAL 80 CURTAIN 90 MIN 208/3 1 CU -7 FSD -6 STUDENT SERV. 212 RUSKIN A FSD -60 RA VERTICAL 40X20 CURTAIN 90 MIN [ j FSD -7 STUDENT SERV. 212 RUSKIN A FSD-60 RA VERTICAL 40X20 CURTAIN 90 MIN 1 FSD -8 STUDENT SERV. 212 RUSKIN A FSD -60 SA VERTICAL 56X16 CURTAIN 90 MIN I ' I FSD -9 STUDENT SERV. 212 RUSKIN A FSD -60 EA VERTICAL 10X10 CURTAIN 90 MIN 1 FSD -10 HALLWAY 209 RUSKIN A FSD -60 SA VERTICAL 42X20 CURTAIN 90 MIN 1 FSD -11 LIBRARY 206 RUSKIN A FSD -60 EA VERTICAL 10X10 CURTAIN 90 MIN 1 FD -12 KITCHEN A 201 RUSKIN A DIBD2 SA HORIZONTAL 22X18 CURTAIN 90 MIN 1 FD -13 UTILITY 205A RUSKIN A DIBD2 EA HORIZONTAL 40X18 CURTAIN 90 MIN 1 FD -14 MACH RM 115B RUSKIN C DIBD2 MUA VERTICAL 80. CURTAIN 90 MIN 1 FD -15 ELEC RM 1 15A RUSKIN C DIBD2 MUA VERTICAL 80 CURTAIN 90 MIN I] NOTES: TYPE A -- BLADES IN AIRSTREAM FUSIBLE LINK. TYPE B - BLADES OUT OF AIRSTREAM TYPE C - FOR ROUND DUCT 1 1657 7 6 5 4 3 2 3 1 A B -T E \ _..._ _ p 5 z } a ,_ N F G H K NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L M 1 1 1 5 14 a 3 2 RossJaruzzini ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 EXPIRES 411412008 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES 1 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTER M 2 -02 lla CONDENSING UNIT SCHEDULE . Q # PLAN MARK MANUFACTURER MODEL NOMINAL CAPACITY (TONS) QTY OF FANS MAX OUTDOOR AMBIENT A M( MIN OUTDOOR AMBIENT V /PH /HZ N DRIVE HP MOTOR SPEED ELEC DATA ACCESS NOTES EF -1 CU -1 TRANE RAUC25 25 3 95 BELT 208/3 1 200 CU -2 TRANE RAUC25 25 3 95 ROOF 208/3 1.3 CU -3 TRANE TTA180B3 15 2 95 208/3 COOK CU -4 TRANE TTA180133 15 2 95 0.25 208/3 115/1 CU -5 TRANE TTA180B3 15 2 95 500 208/3 1169 CU -6 TRANE RAUC40 40 4 95 208/3 CU -7 TRANE TTAl2OB3 10 1 95 208/3 7 6 5 4 3 2 3 1 A B -T E \ _..._ _ p 5 z } a ,_ N F G H K NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L M 1 1 1 5 14 a 3 2 RossJaruzzini ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 EXPIRES 411412008 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES 1 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTER M 2 -02 EXHAUST FAN SCHEDULE # PLAN MARK MANUFACTURER MODEL LOCATION CFM SP FAN RPM DRIVE HP MOTOR SPEED ELEC DATA ACCESS NOTES EF -1 CAPTIVEAIRE NCA36FA ROOF 1 0560 1.3 574 BELT 5 1 200 480/3 EF -2 CAPTIVEAIRE NCA36FA ROOF 10250 1.3 596 BELT 5 1200 480/3 EF -3 COOK 100C2B ROOF 400 0.5 1169 BELT 0.25 1725 115/1 EE-4 COOK 100C2B ROOF 500 0.5 1169 BELT 0.25 1725 115/1 7 6 5 4 3 2 3 1 A B -T E \ _..._ _ p 5 z } a ,_ N F G H K NOT FOR CONSTRUCTION NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. L M 1 1 1 5 14 a 3 2 RossJaruzzini ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 EXPIRES 411412008 PROJECT NAME AND ADDRESS 9- 17 -07 KITCHEN ACADEMY SEATTLE, 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 SHEET TITLE SCHEDULES 1 SHEET NUMBER RECEIVED FEB 2 9 2008 PERMIT CENTER M 2 -02 7 1 / \ A FLEXIBLE DUCT FLEXIBLE DUCT SEAL INTO EXISTING BUILT -UP ROOF T EXISTING GRAVEL EXISTING BUILT -UP ROOF EXISTING TAPERED LIGHTWEIGHT INSULATING CONCRETE FILL (3" MIN 5" MAX) EXISTING METAL DECK 6' -O" MINIMUM TO FIRST TAP DUCT TRANSITION TO DOWNSTREAM DUCTWORK OR DUCT FULL SIZE OF UNIT OUTLET, WHICHEVER IS INDICATED. SUPPLY AIR DUCT AS INDICATED ON THE PLANS 60" MAXIMUM CEILING NOTE: INSTALL FLEXIBLE DUCTWORK SUPPORTS AT ALL ROUND NECK OUTLETS /INLETS UNLESS OTHERWISE NOTED ON DRAWINGS. FLEXIBLE DUCT CONNECTION TO AIR OUTLET / INLET NOT TO SCALE ;IIII�IVllbll�lgl IMMMWW ImMEMIMW ...MOBIL O O CEILING DIFFUSER NOTE: INSTALL FLEXIBLE DUCTWORK SUPPORTS AT ALL ROUND NECK OUTLETS /INLETS UNLESS OTHERWISE NOTED ON DRAWINGS. FLEXIBLE DUCT CONNECTION TO AIR OUTLET INLET NOT TO SCALE B AIR TERMINAL UNIT INSTALLATION DIFFUSER SUSPEND ELBOW FROM STRUCTURE 1' 6" MIN SEALANT NO SCALE 30° MAX STRUCTURE DRAW BANDS SNUG, WITHOUT CRUSHING FLEXIBLE DUCT TRIM STRAPS AFTER TIGHTENING T C TRANSITION TO DUCT SIZE SHOWN ON PLANS, IF NO SIZE INDICATED DUCT SHALL BE SIZE OF VAV OUTLET HEATING COIL AS REQ'D. MAINTAIN NECESSARY CLEARANCE TO ELECTRIC CONTROL PANEL 7 SUSPEND WITH FOUR SEPARATE HANGER STRAPS. DO NOT OBSTRUCT ACCESS PANELS. PROVIDE SCREWED ATTACHMENT MAIN SUPPLY AIR DUCT AND SEAL CONNECTION. CONICAL FITTING a / MANUFACTURER AIRFLOW SENSOR TERMINAL INLET DUCT, SIZE AS INDICATED ON VAV BOX SCHEDULE DUCT TRANSITION TO TERMINAL INLET DUCT, IF NECESSARY AS INDICATED TERMINAL INLET DUCT SIZE 2" LARGER THAN TERMINAL INLET SIZE UNLESS ANOTHER SIZE IS INDICATED ON PLANS. OPTIONAL FLEXIBLE DUCT CONNECTED TO SHEETMETAL PER SMACNA STANDARDS. CONTRACTOR RESPONSIBLE FOR SEALING ALL DUCTWORK CONNECTIONS. NOTES: 1. INSTALL TERMINAL UNIT PLUMB AND LEVEL WITH SERVICE SPACE FOR CONTROLS, ETC. 2. EXTERNALLY INSULATE ALL SUPPLY AIR DUCT, UNO. NO SCALE DUCT COLLAR FLASHING 3.0 MINIMUM INLET DIAMETERS a 10x18 OLIN DUCT FREE SIZE LINE OF SIGHT 18x18 MIN DUCT FREE SIZE ± 11 RETURN AIR DEVICE / T \ - CEILING AS SCHEDULED T -BAR CEILING SUPPORT METAL NOSING AT ALL EDGES OF DUCT LINER NOTE: ALL SURFACES VISIBLE THROUGH GRILLE, INCLUDING SHEET METAL, NOSINGS, PINS, FASTENERS, ETC, SHALL BE PAINTED FLAT BLACK PER SECTION 09900. PRE - MANUFACTURED ROOF CURB 4" CANT WOOD BLOCKING DETAIL OF DUCT THRU ROOF STRUCTURE ABOVE a I F 3 "x3 "x1" STEEL ANGLE- SPAN FROM JOIST TO JOIST- FRAME (4) SIDES OF OPENENG SAWCUT EXISTING ROOF TO ACCOMODATE NEW DUCT SIZE VERIFY WITH MANUFACTURER . a T a 8 „ MIN CEILING NO SCALE V D 2 ". MIN TYPICAL RETURN AIR BOOT STRUCTURE ABOVE v v OMIT TURNING VANE INSTALL SNUG TO BOTTOM OF BEAM /STRUCTURE (WHERE APPLICABLE). DO NOT DAMAGE OR REMOVE BEAM FIREPROOFING L O 4 1 POINT IN DIRECTION OF AIR HANDLER ROOM 7 WHERE POSSIBLE J HEIGHT AS REQUIRED TO CLEAR WORK OF OTHER TRADES 25 x D MIN 1 a o d NO SCALE E MAIN SUPPLY DUCT SPIN -IN FITTING? *VOLUME DAMPER - SIESMIC CLIP (TYP) MAINTAIN MINIMUM 12" CLEARANCE IN FRONT OF DUCT OPENING. COORDINATE WITH ALL OTHER TRADES TO ENSURE THIS CLEARANCE IS MAINTAINED. MINIMUM BEND RADIUS SHALL BE 1-1/2 THE DIAMETER OF THE FLEX DUCT RETURN AIR BOOT PLENUM TO PLENUM 1 v V 2" MINIMUM F OW VELOCITY RIGID ROUND DUCTWORK BEYOND THE 5' -0" MAXIMUM FLEX DUCT LENGTH SUPPORT FLEX DUCT PER SMACNA FIG 3 -9 & 3-10 NOTE: IF CEILING FIXTURE IS INACCESSIBLE, PROVIDE VOLUME DAMPER ACCESSIBLE THROUGH FACE OF DIFFUSER IN LIEU OF VOLUME DAMPER AT SPIN -IN FITTING. SUPPLY AIR TAKE -OFF �B TO DIFFUSER DETAIL � NO SCALE COUNTER FLASHING j t 1 5 7 MEIN Ornifili METAL DECK ROOF INSULATIO0 THICKNESS VARIES EQUIPMENT RAIL DETAIL NO SCALE MAINTAIN MINIMUM 12" CLEARANCE IN FRONT OF DUCT OPENING. COORDINATE WITH ALL OTHER TRADES TO ENSURE THIS CLEARANCE IS MAINTAINED. 13" V • I DIRECTION OF AIRFLOW SIZE AS SHOWN ON PLANS ATTACH FLEX TO SHEETMETAL WITH SCREWS & TAPE OR USE DRAWBAND. SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. .� INSULATED FLEX DUCT (NOT TO EXCEED 5FT IN LENGTH) JI CEILING Y -IN TYPE DIFFUSER (SEE DIFFUSER SCHEDULE FOR MODEL AND SIZE) ✓ ° F WOOD NAILER PATE MODEL ES -5 HIGH EQUIPMENT SUPPORT BUILT -UP ROOFING FIRE DAMPER FRAME - SECURE WITH 1 NUTS & BOLTS OR WELDING IN THE MOUNTING HOLES AS PROVIDED VISION PANEL REQUIRED IN ALL ACCESS PANELS MIN SIZE 8 "x4" DUCT SIZE 1_ G 12" PREFABRICATED ROOF CURB FURNISHED WITH FAN ROOF �a BACKDRAFT DAMPER CEILING �• 14" ACCESS PANEL LOCATION (ONLY ONE REQUIRED) STANDARD SIZE 12 "x18" MIN. SIZE IN BOTTOM 12 "x1 MIN. SIZE IN SIDE 12 "x6" G PROTECTIVE BIRDSCREEN ROOF CURB (SEE SPEC SECTION 150710) ROOF CURB INSULATION FINISHED ROOF 3" CLEAR TO LIMITED COMBUSTIBLES NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAIL. ROOF MOUNTED EXHAUST FAN DETAIL NO SCALE NO SCALE H VARIES FINISHED CEILING J 1 "x1 "x1" RETAINING ANGLE - ATTACH TO SLEEVE ONLY WITH 1" NUTS & BOLTS OR WELDING 8" ON CENTERS DAMPER BLADES PARTITION WALL OR FLOOR NOTE: MINIMUM FIRE AND /OR SMOKE DAMPER SIZE IS 12 "x8" LOW VELOCITY FIRE DAMPER ACCESS DETAIL CANT STRIP ROOF MOUNTED CENTRIFUGAL EXHAUST FAN DAMPER TRAY 16 GA GALVANIZED SLEEVE --- (WALL OR SLAB THICKNESS +3 ") S - SLIPS FOR BREAK AWAY JOINTS FLASH CURB AND i7■■ / ROOF WATERTIGHT. SEE SECTION 075423. WOOD BLOCKING NEW EXHAUST DUCT. SEE PLAN FOR SIZE. NOTE: AIR FLOW CAN BE EITHER DIRECTION H ROOF MOUNTED CENTRIFUGAL UPBLAST EXHAUST FAN AS SCHEDULED CONNECT DUCTWORK TO FAN'S FRAME HOUSING USING FLANGE AND BOLTED CONNECTION AND HIGH TEMPERATURE GASKET PER FAN MANUFACTURER'S INSTRUCTIONS FAN MANUFACTURER PROVIDED VENTED EXTENSION SEALANT AROUND PERIMETER ROOF DECKING AND INSULATION ROOF STRUCTURE NEW EXHAUST DUCT, SEE PLAN FOR SIZE NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL TRADE WORK DESCRIPTION. ADJUST HEIGHTS OF ROOF CURB AND /OR VENTED EXTENSION TO PROVIDE THE 40" MINIMUM BETWEEN THE ROOF DECK AND FAN OUTLET (AS REQUIRED IN GREASE FAN APPLICATIONS) ROOF MOUNTED UPBLAST GREASE EXHAUST FAN DETAIL NO SCALE J _L K K L 1 I _L L M CODE COMPLIANCE '.IA R L Ia Of TUB m b r NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. M 8 7 6 Rosscfiaruzzini 5 4 3 2 ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 w SHEET TITLE DETAILS SHEET NUMBER PROJECT NAME AND ADDRESS K ITCHEN ACADEMY S EATTLE, RECEWED FEB 2 9 2008 PERMIT CENTER 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 M2 -03 9 -17 -07 TEMPERATURE CONTROLS SUMMARY. SCHEDULE AND SEQUENCES OF OPERATION NOTES: 1. THIS SUMMARY SCHEDULE IS INTENDED AS AN OUTLINE OF WORK FOR CONVENIENCE. THE SCOPE OF TEMPERATURE CONTROLS WORK IS DESCRIBED MORE FULLY IN EACH INDIVIDUAL EQUIPMENT SECTION THROUGHOUT DIVISION 15. 2. SPARE 20 -AMP, 120 -VOLT CIRCUITS WILL BE PROVIDED BY DIVISION 16 AT PANELBOARDS LOCATED AS SHOWN ON E- SERIES DRAWINGS. FROM THAT POINT, THE TEMPERATURE CONTROL SCOPE INCLUDES FURNISH, INSTALLATION, AND CONNECTION OF ALL REQUIRED 24-VOLT POWER SUPPLY TO ALL ELECTRIC-POWERED CONTROL COMPONENTS FURNISHED UNDER DIVISION 15. FURNISH, INSTALL, AND CONNECT TRANSFORMERS AS REQUIRED TO STEP DOWN FROM 120 -VOLT TO 24 -VOLT TO SERVE EQUIPMENT CONTROLS. FURNISH AND INSTALL CONTROL COMPONENTS, RACEWAYS, BOXES, AND CABINETS, BUILDING WIRE AND CABLE, SIGNAL AND COMMUNICATION CABLE ACCORDING TO DIVISION 16, THE NATIONAL ELECTRIC CODE, AND MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. SINGLE - CONDUCTOR COAXIAL CABLE SHALL BE 50 -PHM CHARACTERISTIC IMPEDANCE, CELLULAR POLYETHYLENE CORE, 97 PERCENT COVERAGE, BARE COPPER -BRAID SHIELD, PVC JACKET, COMPLYING WITH MIL -C -17, TYPE RG -58 /U. 4. TWIN LEAD CABLE SHALL BE BARE COPPER- COVERED STEEL, 2-CONDUCTOR PARALLEL, 300 -OHM CHARACTERISTIC IMPEDANCE, POLYETHYLENE INSULATION AND WEB BETWEEN CONDUCTORS, CELLULAR POLYETHYLENE OVAL JACKET. 5. MULTICONDUCTOR CABLE SHALL INCLUDE QUANTITY OF CONDUCTORS AS INDICATED; NO. 18 AWG TINNED - COPPER CONDUCTORS, COLOR - CODED, LOW -LOSS PVC INSULATION; ALUMINUM /MYLAR SHIELD; NO. 22 AWG TINNED - COPPER DRAIN WIRE, PVC JACKET. 6. TWISTED PAIR CABLE SHALL INCLUDE QUANTITY OF TWISTED PAIRS AS INDICATED, NO. 22 AWG TINNED - COPPER CONDUCTORS, COLOR- CODED, PVC INSULATION, OVERALL ALUMINUM /POLYESTER SHIELD, NO. 22 AWG TINNED - COPPER DRAIN WIRE, PVC JACKET. 7. ALL 24 -VOLT POWER AND CONTROL WIRING LOCATED ABOVE CEILINGS SHALL BE INSTALLED IN RACEWAY OR SHALL BE PLENUM -RATED CABLE MEETING A 25/50 FLAME /SMOKE SPREAD RATING CONFORMING TO UL 910. 8. BUNDLE AND HARNESS MULTICONDUCTOR INSTRUMENT CABLE IN PLACE OF SINGLE CABLES WHERE A NUMBER OF CABLES FOLLOW A COMMON PATH. 9. FASTEN FLEXIBLE CONDUCTORS, BRIDGING CABINETS AND DOORS, NEATLY ALONG HINGE SIDE, PROTECT AGAINST ABRASION. TIE AND SUPPORT CONDUCTORS NEATLY. 10. NUMBER -CODE OR COLOR -CODE CONDUCTORS, EXCEPT LOCAL INDIVIDUAL ROOM CONTROLS, FOR FUTURE IDENTIFICATION AND SERVICING OF CONTROL SYSTEM. 11. CONTROL AND SIGNAL WIRING LOCATED BELOW THE CEILING PLANE OR IN AREAS WITH NO CEILING SHALL BE INSTALLED IN RACEWAY. 12. GROUND EQUIPMENT: TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE- TIGHTENING VALUES. WHERE MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL486B ROOFTOP UNIT (RTU -1): 1. HARDWARE: COMPLETE MICROPROCESSOR CONTROLS PACKAGE IS FURNISHED, FACTORY- INSTALLED, AND FACTORY PRE -WIRED BY RTU MANUFACTURER, EXCEPT THE FOLLOWING ITEMS ARE SHIPPED LOOSE FOR FIELD INSTALLATION: - DUCT ANALOG STATIC PRESSURE SENSOR /TRANSMITTER. -- BUILDING ANALOG STATIC PRESSURE SENSOR /TRANSMITTER. - REMOTE DDC PANEL (ONE PANEL TOTAL TO SUPERVISE RTU). 2. SEQUENCE: MANUFACTURER'S MICROPROCESSOR -BASED OPERATION AS DESCRIBED IN 157320. GENERAL EXHAUST FAN (EF -3 & 4): 1. HARDWARE: FIELD PROVIDE A STATUS SIGNAL FROM AUXILIARY CONTACTS AT ASSOCIATED ROOFTOP A/C UNIT. 2. SEQUENCE: INTERLOCK EF-3 WITH EXISTING RTU -1 SO THAT EXHAUST FAN IS ON WHEN (ANY) ASSOCIATED RTU IS ON, AND EXHAUST FAN IS OFF WHEN (ALL) ASSOCIATED RTUs ARE OFF. KITCHEN EXHAUST FANS: 1. HARDWARE: FIELD PROVIDE A MANUAL SWITCH NEAR THE ASSOCIATED EXHAUST HOOD. FIELD PROVIDE A GAS SOLENOID VALVE ON INCOMING GAS PIPING, AND AN INTERLOCK WITH ASSOCIATED EXHAUST FAN SWITCH. 2. SEQUENCE: EXHAUST FAN IS ON OR OFF VIA MANUAL SWITCH. GAS SOLENOID VALVE IS AUTOMATICALLY CLOSED IF EXHAUST FAN SWITCH IS IN OFF POSITION, AND OPEN IF EXHAUST FAN SWITCH IS IN ON POSITION. 3. KITCHEN MAKE UP AIR IS INTERLOCKED TO OPERATE WHEN EXHAUST OPERATES. 4. TEMPERATURE CONTROL FOR SUPPLY AIR DISCHARGE FROM KITCHEN VENTILATION EQUIPMENT IS INTERNAL TO THE EQUIPMENT -- SEE SPEC SECTION 155610. AIR TERMINALS (VAV -x): 1. HARDWARE: DAMPER, DAMPER ACTUATOR, AIRFLOW SENSOR, CONTROLLER, AND 24 -VOLT TRANSFORMER ARE FURNISHED, FACTORY - INSTALLED, AND FACTORY PRE -WIRED BY THE EQUIPMENT ( "BOX ") MANUFACTURER. ROOM TEMPERATURE SENSORS ARE FURNISHED BY THE BOX MANUFACTURER AND SHIPPED LOOSE FOR FIELD INSTALLATION. 2. SEQUENCE: OBTAIN AND MONITOR INLET STATIC PRESSURE AND AIRFLOW RATE (CFM) VIA THE SENSOR FURNISHED BY THE VAV BOX MANUFACTURER. WHEN THE AIRFLOW SENSOR DETECTS NO STATIC PRESSURE, THE AIR HANDLING UNIT SHALL BE DEEMED TO BE "OFF" AND VAV DAMPER SHALL CLOSE TIGHT. WHEN AIRFLOW SENSOR DETECTS STATIC PRESSURE, THE AIR HANDLING UNIT SHALL BE DEEMED TO BE "ON" AND THE OCCUPIED SEQUENCE SHALL BEGIN. 3. COOLING OCCUPIED SEQUENCE: INITIALLY SET COOLING DAMPER TO ITS SCHEDULED MINIMUM (USUALLY NON -ZERO) POSITION. MODULATE DAMPER AS REQUIRED TO MAINTAIN SPACE TEMPERATURE SETPOINT (INITIALLY 75 °F, ADJUSTABLE). 4. HEATING OCCUPIED SEQUENCE: FIRST DRIVE COOLING DAMPER TO ITS SCHEDULED MINIMUM (BUT NO -ZERO) POSITION AND HOLD. THEN ENERGIZE ELECTRIC HEAT IN STEPS AS REQUIRED TO MAINTAIN SPACE TEMPERATURE SETPOINT (INITIALLY 70 °F, ADJUSTABLE). 7 1 / \ A FLEXIBLE DUCT FLEXIBLE DUCT SEAL INTO EXISTING BUILT -UP ROOF T EXISTING GRAVEL EXISTING BUILT -UP ROOF EXISTING TAPERED LIGHTWEIGHT INSULATING CONCRETE FILL (3" MIN 5" MAX) EXISTING METAL DECK 6' -O" MINIMUM TO FIRST TAP DUCT TRANSITION TO DOWNSTREAM DUCTWORK OR DUCT FULL SIZE OF UNIT OUTLET, WHICHEVER IS INDICATED. SUPPLY AIR DUCT AS INDICATED ON THE PLANS 60" MAXIMUM CEILING NOTE: INSTALL FLEXIBLE DUCTWORK SUPPORTS AT ALL ROUND NECK OUTLETS /INLETS UNLESS OTHERWISE NOTED ON DRAWINGS. FLEXIBLE DUCT CONNECTION TO AIR OUTLET / INLET NOT TO SCALE ;IIII�IVllbll�lgl IMMMWW ImMEMIMW ...MOBIL O O CEILING DIFFUSER NOTE: INSTALL FLEXIBLE DUCTWORK SUPPORTS AT ALL ROUND NECK OUTLETS /INLETS UNLESS OTHERWISE NOTED ON DRAWINGS. FLEXIBLE DUCT CONNECTION TO AIR OUTLET INLET NOT TO SCALE B AIR TERMINAL UNIT INSTALLATION DIFFUSER SUSPEND ELBOW FROM STRUCTURE 1' 6" MIN SEALANT NO SCALE 30° MAX STRUCTURE DRAW BANDS SNUG, WITHOUT CRUSHING FLEXIBLE DUCT TRIM STRAPS AFTER TIGHTENING T C TRANSITION TO DUCT SIZE SHOWN ON PLANS, IF NO SIZE INDICATED DUCT SHALL BE SIZE OF VAV OUTLET HEATING COIL AS REQ'D. MAINTAIN NECESSARY CLEARANCE TO ELECTRIC CONTROL PANEL 7 SUSPEND WITH FOUR SEPARATE HANGER STRAPS. DO NOT OBSTRUCT ACCESS PANELS. PROVIDE SCREWED ATTACHMENT MAIN SUPPLY AIR DUCT AND SEAL CONNECTION. CONICAL FITTING a / MANUFACTURER AIRFLOW SENSOR TERMINAL INLET DUCT, SIZE AS INDICATED ON VAV BOX SCHEDULE DUCT TRANSITION TO TERMINAL INLET DUCT, IF NECESSARY AS INDICATED TERMINAL INLET DUCT SIZE 2" LARGER THAN TERMINAL INLET SIZE UNLESS ANOTHER SIZE IS INDICATED ON PLANS. OPTIONAL FLEXIBLE DUCT CONNECTED TO SHEETMETAL PER SMACNA STANDARDS. CONTRACTOR RESPONSIBLE FOR SEALING ALL DUCTWORK CONNECTIONS. NOTES: 1. INSTALL TERMINAL UNIT PLUMB AND LEVEL WITH SERVICE SPACE FOR CONTROLS, ETC. 2. EXTERNALLY INSULATE ALL SUPPLY AIR DUCT, UNO. NO SCALE DUCT COLLAR FLASHING 3.0 MINIMUM INLET DIAMETERS a 10x18 OLIN DUCT FREE SIZE LINE OF SIGHT 18x18 MIN DUCT FREE SIZE ± 11 RETURN AIR DEVICE / T \ - CEILING AS SCHEDULED T -BAR CEILING SUPPORT METAL NOSING AT ALL EDGES OF DUCT LINER NOTE: ALL SURFACES VISIBLE THROUGH GRILLE, INCLUDING SHEET METAL, NOSINGS, PINS, FASTENERS, ETC, SHALL BE PAINTED FLAT BLACK PER SECTION 09900. PRE - MANUFACTURED ROOF CURB 4" CANT WOOD BLOCKING DETAIL OF DUCT THRU ROOF STRUCTURE ABOVE a I F 3 "x3 "x1" STEEL ANGLE- SPAN FROM JOIST TO JOIST- FRAME (4) SIDES OF OPENENG SAWCUT EXISTING ROOF TO ACCOMODATE NEW DUCT SIZE VERIFY WITH MANUFACTURER . a T a 8 „ MIN CEILING NO SCALE V D 2 ". MIN TYPICAL RETURN AIR BOOT STRUCTURE ABOVE v v OMIT TURNING VANE INSTALL SNUG TO BOTTOM OF BEAM /STRUCTURE (WHERE APPLICABLE). DO NOT DAMAGE OR REMOVE BEAM FIREPROOFING L O 4 1 POINT IN DIRECTION OF AIR HANDLER ROOM 7 WHERE POSSIBLE J HEIGHT AS REQUIRED TO CLEAR WORK OF OTHER TRADES 25 x D MIN 1 a o d NO SCALE E MAIN SUPPLY DUCT SPIN -IN FITTING? *VOLUME DAMPER - SIESMIC CLIP (TYP) MAINTAIN MINIMUM 12" CLEARANCE IN FRONT OF DUCT OPENING. COORDINATE WITH ALL OTHER TRADES TO ENSURE THIS CLEARANCE IS MAINTAINED. MINIMUM BEND RADIUS SHALL BE 1-1/2 THE DIAMETER OF THE FLEX DUCT RETURN AIR BOOT PLENUM TO PLENUM 1 v V 2" MINIMUM F OW VELOCITY RIGID ROUND DUCTWORK BEYOND THE 5' -0" MAXIMUM FLEX DUCT LENGTH SUPPORT FLEX DUCT PER SMACNA FIG 3 -9 & 3-10 NOTE: IF CEILING FIXTURE IS INACCESSIBLE, PROVIDE VOLUME DAMPER ACCESSIBLE THROUGH FACE OF DIFFUSER IN LIEU OF VOLUME DAMPER AT SPIN -IN FITTING. SUPPLY AIR TAKE -OFF �B TO DIFFUSER DETAIL � NO SCALE COUNTER FLASHING j t 1 5 7 MEIN Ornifili METAL DECK ROOF INSULATIO0 THICKNESS VARIES EQUIPMENT RAIL DETAIL NO SCALE MAINTAIN MINIMUM 12" CLEARANCE IN FRONT OF DUCT OPENING. COORDINATE WITH ALL OTHER TRADES TO ENSURE THIS CLEARANCE IS MAINTAINED. 13" V • I DIRECTION OF AIRFLOW SIZE AS SHOWN ON PLANS ATTACH FLEX TO SHEETMETAL WITH SCREWS & TAPE OR USE DRAWBAND. SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. .� INSULATED FLEX DUCT (NOT TO EXCEED 5FT IN LENGTH) JI CEILING Y -IN TYPE DIFFUSER (SEE DIFFUSER SCHEDULE FOR MODEL AND SIZE) ✓ ° F WOOD NAILER PATE MODEL ES -5 HIGH EQUIPMENT SUPPORT BUILT -UP ROOFING FIRE DAMPER FRAME - SECURE WITH 1 NUTS & BOLTS OR WELDING IN THE MOUNTING HOLES AS PROVIDED VISION PANEL REQUIRED IN ALL ACCESS PANELS MIN SIZE 8 "x4" DUCT SIZE 1_ G 12" PREFABRICATED ROOF CURB FURNISHED WITH FAN ROOF �a BACKDRAFT DAMPER CEILING �• 14" ACCESS PANEL LOCATION (ONLY ONE REQUIRED) STANDARD SIZE 12 "x18" MIN. SIZE IN BOTTOM 12 "x1 MIN. SIZE IN SIDE 12 "x6" G PROTECTIVE BIRDSCREEN ROOF CURB (SEE SPEC SECTION 150710) ROOF CURB INSULATION FINISHED ROOF 3" CLEAR TO LIMITED COMBUSTIBLES NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAIL. ROOF MOUNTED EXHAUST FAN DETAIL NO SCALE NO SCALE H VARIES FINISHED CEILING J 1 "x1 "x1" RETAINING ANGLE - ATTACH TO SLEEVE ONLY WITH 1" NUTS & BOLTS OR WELDING 8" ON CENTERS DAMPER BLADES PARTITION WALL OR FLOOR NOTE: MINIMUM FIRE AND /OR SMOKE DAMPER SIZE IS 12 "x8" LOW VELOCITY FIRE DAMPER ACCESS DETAIL CANT STRIP ROOF MOUNTED CENTRIFUGAL EXHAUST FAN DAMPER TRAY 16 GA GALVANIZED SLEEVE --- (WALL OR SLAB THICKNESS +3 ") S - SLIPS FOR BREAK AWAY JOINTS FLASH CURB AND i7■■ / ROOF WATERTIGHT. SEE SECTION 075423. WOOD BLOCKING NEW EXHAUST DUCT. SEE PLAN FOR SIZE. NOTE: AIR FLOW CAN BE EITHER DIRECTION H ROOF MOUNTED CENTRIFUGAL UPBLAST EXHAUST FAN AS SCHEDULED CONNECT DUCTWORK TO FAN'S FRAME HOUSING USING FLANGE AND BOLTED CONNECTION AND HIGH TEMPERATURE GASKET PER FAN MANUFACTURER'S INSTRUCTIONS FAN MANUFACTURER PROVIDED VENTED EXTENSION SEALANT AROUND PERIMETER ROOF DECKING AND INSULATION ROOF STRUCTURE NEW EXHAUST DUCT, SEE PLAN FOR SIZE NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL TRADE WORK DESCRIPTION. ADJUST HEIGHTS OF ROOF CURB AND /OR VENTED EXTENSION TO PROVIDE THE 40" MINIMUM BETWEEN THE ROOF DECK AND FAN OUTLET (AS REQUIRED IN GREASE FAN APPLICATIONS) ROOF MOUNTED UPBLAST GREASE EXHAUST FAN DETAIL NO SCALE J _L K K L 1 I _L L M CODE COMPLIANCE '.IA R L Ia Of TUB m b r NOTICE: THESE CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED BY ROSS & BARUZZINI FOR PERMITTING PURPOSES AND FOR USE BY A DESIGN -BUILD CONTRACTOR FOR BIDDING PURPOSES. M 8 7 6 Rosscfiaruzzini 5 4 3 2 ISSUE ISSUED FOR PERMIT & PRICING 6 SOUTH OLD ORCHARD WEBSTER GROVES, MO. 63119 T: 314.918.8383 F: 314.918.1766 PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG JULIAN MORALES PROJECT NUMBER VDTA 07155.00 w SHEET TITLE DETAILS SHEET NUMBER PROJECT NAME AND ADDRESS K ITCHEN ACADEMY S EATTLE, RECEWED FEB 2 9 2008 PERMIT CENTER 360 CORPORATE DRIVE NORTH TUKWILA, WA 98188 M2 -03 9 -17 -07