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HomeMy WebLinkAboutPermit M10-019 - WESTFIELD SOUTHCENTER MALL - CHOWKING / TOKYO TOKYOCHOWKING/TOKYO TOKYO 1379 SOUTHCENTER MALL M10 -019 City ("Tukwila O ? Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 9202470010 Address: 1379 SOUTHCENTER MALL TUKW Project Name: CHOWKING /TOKYO TOKYO Permit Number: M10 -019 Issue Date: 05/19/2010 Permit Expires On: 11/15/2010 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL, 12TH FLOOR , LOS ANGELES CA 90025 -1748 Contact Person: Name: TRICIA RUSSEL Address: 711 N FIELDER RD , ARLINGTON TX 76012 Email: Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCKLIN CA 95677 Contractor License No: TILTOPC909CP Phone: 817- 635 -5696 Phone: 916- 630 -7200 Expiration Date: 02/16/2012 DESCRIPTION OF WORK: NEW RTU, EXHAUST FAN, TYPE I HOOD, MAKEUP AIR Value of Mechanical: $35,000.00 Type of Fire Protection: Permit Center Authorized Signature: Fees Collected: $607.81 International Mechanical Code Edition: 2009 Date : tC'j —c0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: Date: S X9 %D This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10 -019 Printed: 05 -19 -2010 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. tukwi la. wa. us Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 1379 SOUTHCENTER MALL TUKW CHOWKING /TOKYO TOKYO Permit Number: Status: Applied Date: Issue Date: M10 -019 ISSUED 02/11/2010 OS/19/2010 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Readily accessible access to roof mounted equipment is required. 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: VALIDPI'Y OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain existing smoke removal system smoke detectors and exhaust fan(s). Existing smoke removal system will be tested for functionality. 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) doc: Cond -10/06 M10 -019 Printed: 05 -19 -2010 wq� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #l00 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: All fire alarm components to be tied to the main mall fire alarm panel. 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: 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) 24: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 25: 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. 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 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) 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: 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) 29: U.L. central station supervision is required. (City Ordinance #2050) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 M10 -019 Printed: 05 -19 -2010 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 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** does not imply approval of Fire Prevention Bureau at doc: Cond -10/06 M10 -019 Printed: 05 -19 -2010 • • wq City of Tukwila . s Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http. //www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: -5 9 doc: Cond -10/06 M10 -019 Printed: 05 -19 -2010 CITY OF TUKWIL • Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.//wwwci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 3 71 4- ,4,n1 Site Address: (IV/he Tenant Name: CAih/3 okyc. To4o Property Owners Name: Mailing Address: King Co Assessor's Tax No.: q� 1 — 001 6 Suite Number: r2 IJOit Floor: New Tenant: h' Yes ❑ ..No City TACT,PERSON: who do;we'contait;wtien'yoarpermrt is readyao ie issue Name: 77-/C. / 9 Mailing Address: Buss State Zip Day Telephoned1 ?) 4v.35. 56. 76 Al 41 Al o/ City State Zip E -Mail Address: Fax Number(8 /) (035 - GENERAL CONTRACTOR INFORMATION, .(Contractor Information for Mechanical (pg 4) for Plumbing and Gas.Piping (pg 5))'> Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: State Zip :H ITECT OF .RECORD All plans,must:'be wet stamped:by_ Arclilfe t of.Record. , Company Name: Coif /gAlc/ - / hY,*A/ Arch, /e c-4 - -I Mailing Address: 71/ A/. f7e cier' ie • Ar I tiNq 4- ) 75( 740 1 z /i Cimj pry State Zip tC / 5S l Day P ('w7)�i3$ — 54. 9, o Contact Person: ll/ G� U P� Da Tele hone E -Mail Address: FaxNumber: friV ‘35 -L54. 9 ENGINEER OF RECORD All pla [s must tie wet'stumped by Engineer OffRecord=• Company Name: DO,V 7 eNI/d ((QiNsuJT%A/ Mailing Address: <ZS w-2.S" t�Y'�' I V' i dv/ i dU 6✓4pe(/%N>� State 7606 Zip City State Zip Contact Person: 1)01J 1 JV /`] Day TelephoneL8n)1 /d - 2 E -Mail Address: Fax Number: H:\ApplicationslForms- Applications On Line\2009 Applications \I -2009 - Permit Application :doe Revised: 1 -2009 bh Page 1 of 6 BUILDING PERMIT INFORM. _ ION 206- 431 -3670 Valuation of Project (contractor's bid price): $ r 6 POD Existing Building Valuation: $ Scope of Work (please provide detailed information): / Nf iv (r % N G ✓'-ems a vr'aV/r- jAJsiole VC) 1 Ali_ d141/ Li Will there be new rack storage? Ai Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC Floor 2nd 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Al No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorms- Applications On Line \2009 Applications \1 -2009 - Permit Application. doc Revised: 1 -2009 bh Page 2 of 6 UBLIC WORKS PERMIT INFORMATION. —.206- 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District 4 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Se tic System: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Fro ntage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water " ❑ ...Permanent Water Meter Size... WO 4 ❑ ...Temporary Water Meter Size .. WO # ❑ ... Water Only Meter Size WO 4 ❑ ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ... Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter RefundBillingjj Name: Mailing Address: Number of Public Fire Hydrant(s) ❑...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip H:\Applications\Fermis- Applications On Line\2009 Applications \I -2009 - Permit Application.doe Revised: 1 -2009 bh Page 3 of 6 MECHANICAL PERMIT INF _ ATION - 206-431.46711:.' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ `�'ST7 Qty Scope of Work (please provide detailed information): t`.) F c.✓ "L; / �)'� 14,4A1 S1 FA'- ) 7*)/ f 149 OD MAie F 119 t f1L Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....IA Replacement .... ❑ Fuel Type: Electric Gas... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H: Applications\Forms- Applications On Line\2009 Applications \t -2009 - Permit Application.doe Revised: 1 -2009 bh Page 4 of 6 PLUMBING AND GAS PIPING: ; RMIT INFORMATION - `206.43.1= PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Er) /ODD Scope of Work (please provide detailed information): jr1 DP 4/ ti k) I't bi-1 ii G l,tJ /C) Ci'1 %' SJIVjC-_ 12-e Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type:. Qty Fixture Type: Qty Fixture Type :, ', ..Qty Fixture Type:. Qty ' Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet r 1 Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and /or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets ".11 rt ✓t 1 t. ffiz. I H: Applications \Forms - Applications On- Line\2009 Applications U-2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 PE RMIT APPLICATION NOTES - Applicable to 'all permlts.in =this3ap ipllcatonr - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN D R�THOR D AGENT: Signature: Date: 21 t t V - Print Name: g I (lamhLVS CtA/F‘iif (pt. ) Day Telephone: $02 (0d1 9 Mailing Address: C,`K 7 1.3 �.NC-rr- %»1%P City State Zip Date Application Accepted: 2- -1 1- 10 Date Application Expires: ( 0-l( -(0 Staff Initials: U H:\Applieations \Forms - Applications On line\2009 Applications \1-2009 - Permit Application.doe Revised: 1 -2009 bh Page 6 of 6 • • �J�� ALA \w4s City of Tukwila t, \i Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci . tukwila. wa. us RECEIPT Parcel No.: 9202470010 Permit Number: M 10 -019 Address: 1379 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/11/2010 Applicant: CHOWKING /TOKYO TOKYO Issue Date: Receipt No.: R10 -00877 Payment Amount: $486.25 Initials: WER Payment Date: 05/19/2010 01:06 PM User ID: 1655 Balance: $0.00 Payee: FORTUNE FOOD SERVICE COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 57896 486.25 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 486.25 Total: $486.25 doc: Receiot -06 Printed: 05 -19 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT ParcelNo.: 9202470010 Permit Number: M10 -019 Address: 1379 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/11/2010 Applicant: CHOWKING /TOKYO TOKYO Issue Date: Receipt No.: R10 -00243 Payment Amount: $121.56 Initials: WER Payment Date: 02/11/2010 11:51 AM User ID: 1655 Balance: $486.25 Payee: GARY WANG & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9327 121.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 121.56 Total: $121.56 PAYMENT RECEIVED doc: Receiot -06 Printed: 02 -11 -2010 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. IZ (206)431 -3670 Project: / (7ew %1,+/C /j0yyd %ekyo / Type of Inspectipn: /j,1 i C Address: /3 -257 rrr// Date Called: ., Special Instructions: Date Wanted: -7 -22- /6 Requester: Phone No: 9l -3/4 -5'6V / ® Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: -4.1 / A/WeVe & S" /11 Sh7'4 ^- d�d _ C 69 i2 4/f G «/41..s/ ry - /�0 p/6v.€ re. 5 �,,) �e ,ae7,, .�e�,,� ,, G — a%p•�n c� r],a7,,,,- � A.A.. i / (4;...„0/4- Date: 2? -`U 60.00 REINSPECTION F( EE REQUIRED. Prior to inspection, fee must be paid at 6300 SouthcenterjBlvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit M ,org PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: C i U TypQ,of Inspe4tion: +�� #1 6414 ddresrs-��j sc A44 i311 � Date Called Special Instructions: Date Wanted- 7-ND -( Ci a.m., p.m. Requester: Phone I -3'7! 73 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ir 1,0# #1.# Mtv,Ae:1-4(z) 1 /4am ' v -6agFAcry �- 0.6474 1 v 0-- 4 Inspector: Date: J 7 /5 ZOO ri $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: a. INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY • F TUKWILA BUILDING DIVISION !.la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: - Chowk1,MC A•o14-40 0tc-gv Type of Inspection: k(iyln —'1''...1 -1-- e /e > —IPx Vc Address: d ( -3'7`1 yl,4i ( Date Called: Special Instructions: Date Wanted: _ 7 — 15 — I 0 a.m. Requester: _ i A 0 .(1-k -k c_..., Sly.' b , (1.; Phone No: — ❑ Approved per applicable_codes. rrec4iens required prior to approval. COMMENTS: r -1-- e /e > —IPx Vc -y ice, r'' �,� t_.; 4 Ao 0 • O� ,. 4 J r ei0Lii i°,, "` V<9Qc0 \43, _ i A 0 .(1-k -k c_..., Sly.' b , (1.; \--A:.-. R-. -0-1 i N4-1A11� cS — 6A s L1,, & iuka4 Q . 54 QV –To c N501,ok\-<- —16 A- kA.._______Ik 0,A0 C-id.,t4p,-- -t- .--____ N. Date: 0 :60.80 REINSPECTION EE REQUIRE.. Prior to inspection, fee must be ai . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit W1ib -amt PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 0 S og.yo 1-0C(01 Type of Inspection: t(07L -r.JS 7- Address: 1-R -79 s a..z /nc¢ftr-,cJ eV(\ Date Called: -- Special Instructions: Date Wanted: `"7- 1 7 - /0 a� Requester: Phone No: 4=1-0 G —3 -7 1 -9-73p p -'ow -- H4,140 b C' .-0 ❑ Approved per applicable codes. C9xrections required prior to approval. COMMENTS: p , A . 7- ',N kci-°t �t - C .,( r -- n�dV 7, / -'ow -- H4,140 b C' .-0 vosz.( 1 1 a. Date: %i iO 60.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid .t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec =i p No.: i• Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 01 II,.,Je I i au.�i) Type Inspect on: ��`lin —',\I Address: Date Called: Special Instructions: Date Wanted: Coe — 9 .- ! D a.m. P.m. Requester: Phone No: IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: p .\tv.4-(( ■ L; Kit i. 6311 —C24411440 nspe r: Da ;e: � ^ [ (D E REQUIRED. r lvd., Suite 1 0 -Z1- 6 �0 REINSPECTION Prior to inspection, fee must be at 6300 Southcenter O. Call to schedule reinspection. Receipt No.: Date: 1.4.e.0216kahAlettajOISAit 'AVM*, INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: KYa Type o Inspection: , I eNt`i A - ,n1 "IAL.A.Nw _.A._..4 - 6 \1 11;;,r_r —Iu Address: 1 --79 S(.,1/1 \( ■ Date Called: Special Instructions: Date Wanted: lam- ZS — /o d.-m. Requester: k.---- `a._ A-riAl.' ; t..3 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 4.4".1-, "IAL.A.Nw _.A._..4 - I a P I b ..A -10 e0 ` /� ivez (et @ -T 1 _ .) (1 ) k.---- `a._ A-riAl.' ; t..3 sic. 4.1(--1,-. • ,,, S \i1/4\ P ot A Lo , - , c i:..•.0 0 �n! G S P s M. qt •---" , N In ector A 4.4".1-, "IAL.A.Nw _.A._..4 - Date: • Ca - ZS - / 0 4 fl $ 0 0 REINSPECTION FEE UIRED. r_ior, toinspection, fee must be ai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec @itit No.: Date: (_ f INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 010 - ?2 y 10- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: c h ow, ill 7-,,,1440 Tv.,i P Type of Inspection: Hv(16 /11,4c.-4- Address: ) S 74) 5 Suite #: ( 044 )1 Contact Person: /3 i, ,;ti -, Special Instructions: Pre -Fire: / Phone No.: q/6— 3iU — $j Approved per applicable codes. Corrections required prior to approval. COMMENTS: ; Sprinklers: Date: Fire Alarm: Hood & Duct: , 62,) g 62(14 S f. 4-, --2-1 Tr Pre -Fire: / Permits: Occupancy Type: 1 1.71, ',cc Shy 4- Otatvel an' 4 4.4-.4 A '4'- c.. /i. h['ct d y f 11.5i' "Ir ..ey .. 0, ' % • C2/I 41,C) 54 ,..)-1tri fr: . .., N FF T"e "./rOk . -_ , , 1 ) ri -- +.+. -- C74_. s 51 ..44 10 3. it-ccid_i p .c, °' ,'ay! rc_ ,I/ r Needs Shift Inspection: ; Sprinklers: Date: Fire Alarm: Hood & Duct: , Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: Fyn 3 Date: 7 % z_bc, Hrs.: i $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 14(ir azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 21, 2010 Seafood City Supermarket 2883 Surveyor Street Pomona, CA 91768 RE: Final Letter Seafood City 2800 Southcenter Mall Tukwila, WA To Whom It May Concern: KA No. 066 -10086 Permit No. M10 -012 D10-021 D10 -019 D10-022 D10-023 M10 -010 M10-009 M10 -019 D10-039 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Structural Steel • Grease Duct Inspection a Proprietary Anchors To the best of our knowledge, all work which has been tested and /or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. miffed, SOCIATES, INC son Jr. Operatio Manager Puyall p CC: City of Tukwila With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 t 10804.00 FILE COPY R9..rw�ib II" ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 Chowking/ Tokyo Tokyb Westfield Southcenter Mall 633 Southcenter Space 362 & 364 Tukwila, WA Architect 4-x-1 EXPIRES CIrYRSCOSLA APR 13 2010 PERMIT CENTER Gary Wang & Associates Inc. 573 Monterey Pass Road, Unit C Monterey Park, CA 91754 (626) 288 -6898 INCOMPLETE LTR# 9420 Telstar Avenue, Suite 118, El Monte, California 91731 ANF (626) 448 -8182 Al\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting structural Engineers il: anr1688 ®paeAell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 T�BI.F &F .GDNrE DE/Ai a rEk 4 HoP sV peai2T Joe No. / ad'Det CHiu1Ki 1 kYo 70kYD By S� Cao7ACentroi2 L44 115 DATE SH. OF MECy. v, su ffP)e.T . c); H /1t( suPPt ( D1- ti. 13- • e1i z k DF FON „4_ S A.g cvT fide `kDDR . 0A1k rl' 1 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net 9420 Telstar Avenue, Suito 118, El Monte, CA 91731 G'/ 1,0I <■/.I1 7oJYO -nkYO Joe No Aid It BY S'� 90l11NceleEk , DATE SH. A I OF Design Criteria Code 2ob1 C. B. C. Stresses: Structural Steel: ASTM A36, Fy = 36 KSI Steel Tube: Pipe Col.: P► Welding:. E70xx Electrode ASTM A500, Grade B, Fy = 46 KSI ASTM A501, Fy = 36 KSI or ASTM A53, Types E or S Grade B, Fy = 35 KSI Concrete: fc' =3 ,000 PSI @ 28 days Reinf. Steel: ASTM A615 Grade 40 for #4 and smaller A615 Grade 60 for #5 and larger Masonry: fm' = 1,500 PSI, type S mortar Grout = 2,000 PSI @ 28 days Lumber: D. F. No. 1 typical Glu -lam: 24 F. Fb = 2,400 PSI Fv = 265 PSI E = 1.8 x 10 * *6 PSI Allowable soil bearing pressure: )50 PSF with /22 embedment. ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 4bp DL Joe No /1.1-(1 CHowkwq / 1Y) ' fin/ 7D K iv By QpIrikIGenr/bR WI ! DATE SH.Z OF ALu1-A7, on1 i9 PsF nerAG Yfck 2.5 r5r- STEEL �D )575 2 -5 Psf SAM 2.5 Per altiAlC seeinika 3. 5 P--s= IV il 2 -0 rsr 2-5 Psp LDS = 20 -UPsp LL Csii w) - 25f5f Lat - Long r Inder: l his page helps you find Latitude and Longitude Page 1 of 2 •;satef!!te Voids: %render 81 How do I find my lat and long ? What is my latitude and longitude ? al 3 Latitude latitude Longitude Satellite Signal Finder ,,,sr Looking for Latitude Longitude? Find exactly Find Satellite Signal for your Dish Quick Find and what you want today. Meter starting at 511.95 Longitude m Si i' Baker 61va 'Strynder B v v m 5, m Treck 3 o Map!data l52010,Googttee Ada by Google Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the map. The map display will move so that the selected point is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: i'o eN chicago 35035 Paris france london CM2 bangalore adelaide lagos Si,' ange Liverpool Centre the map around strander blvd & andover parkway, Latitude = 47.4558, Longitude = - 122.2544 Long = 122 degrees, 15.3 minutes West (Optional) Pointing angles to satellite orbit longitude 13 East Hotbird Blue direction line ? ' Off O On Ignore the satellite pointing angles until you are familiar with finding your latitude longitude location. If you want dish pointing select the satellite and click the map afterwards. Possible problems with this page: Do page refresh if you do not see 6 square navigation boxes (north /south /west/east navigation and + /- on the left and 3. rectangular boxes at the top of the map. Firefox: If you get a "Warning- Unresponsive Script ", click "Continue ". It is OK and will take just a few more seconds to complete loading the map. If it takes ages to load check your browser caching is tumed on. There may otherwise be multiple attempts to download all the map markers. I am reducing the number of my map markers as the basic satellite map database has more towns and cities added. SAT -NAV GPS from Amazon USA, prices In US dollars Garmin ni)vi 350 3 5 -Inch Portable GP , Garmin Best Price 589.99 or Buy New 3399.98 (Monawnixim Priv[tcv Isfo ma jon Go! To refine the accuracy of your site latitude and longitude, click on the plus sign in the navigation boxes at the upper left side of the map. The scale will change so that you can home in accurately on • your location. Repeat. Choose the Satellite or Hybrid map version to see the satellite photo image of the ground. You may left click your mouse and drag the satellite map. Next step: If you want satellite dish pointing, select the satellite at the lower left pull down menu box and click the map again (to recalculate the pointing angles) • Ads by Gooale GIS Mao Free GPS Mao Aviton GPS TV Satellite Online Mao Latitude is North - South ( up and down ! ). Longitude is West - East ( sideways I). Latitude is zero on the equator and positive in the northern hemisphere and negative in the southern hemisphere. Longitude Is zero on the prime meridian - home of Greenwich Mean Time and is positive to the east, across Europe and Asia. Longitude is negative to the west, across the Atlantic and the Americas. Read about the history of latihtdp_anrt Longitude. Further explanation of latitude and Longitude from National Atlas (USA) Write down your lat/long location co -ordinates for future reference. Try comparing with your sat -nav GPS navigator tracker receiver position ?. 27th April 2006: GPS sat -nav map type display is now added. The whole map system has been upgraded to Version 2 which now Includes detailed street mans for UI(, France, Spain and Europe road maps with towns - even in Hungary, which suits me for my cycling holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubiecIlck on the map. Go to maps to see an Index page with a listing of all the map pages. Tell me if you want a page made for your country. Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude and longitude Discussion forum for latitude longitude finder page Larger satellite photo image viewer for finding your home as seen from space This page is under progressive development and I would appreciate your feedback and comments. I made an update which incorporated about 195 marker dots on the map to show the latitude longitude coordinates of large cities around the world. This is to help you find your lat -long more easily. For some visitors using IE this caused some 200 lines to appear in my log file each time some one accessed the page. I have now solved this "feature of IE" making the browser download the tiny square icon once only and then reuse it locally as needed for showing all the cities on the map. I have also upgraded to Version V2 and have reduced the number of markers for countries where there are now more detailed maps for France, Espana, Portugal, Deutchland, Nederland, Danmark, Belgie Belgique, Italie, Greece, Hungary, Switzerland, Austria, Sverige, Norge, Suomi Finland, Polska, Serbia Montenegro and Brazil. Only the USA, UK, Japan and Hong Kong previously had detailed maps. The number of markers is still rather large however and slows down the initial loading. In the case of Firefox you may get a time out "Warning- Unresponsive Script" message. Don't worry it is still working OK, just click continue. This problem should disappear in the future when more map data is added and the lat/long icons for the cities are no longer needed. Another minor matter is the clickable city /town markers themselves. In version V1, the markers were clickable. In V2 the marker is in fact a single pixel with a large clickable square shadow. The top left corner of the square shadow is not clickable - I have not resolved this. SAT -NAV GPS from Amazon UK, Prices In GB pounds Tomtom Gos Sat Nevi Svst with 400 MH.. TomTom Buy New jignargioncouk Privacy Inforrnanon On 6th June 2006, I added optional satellite dish pointing angles - azimuth, elevation and feed rotation polarisation angles. These are based on the latitude and longitude of your site location and the orbit position longitude of the geostationary satellite selected which is above the equator. Not all the bugs may be out of this yet. If you see problems please tell me. You need your latitude longitude location to about 0.1 degree accuracy for the satellite azimuth and elevation angle calculator. Accuracy is particularly important if you are near the equator and almost under the satellite. The polarization angle appears rotate rapidly as you move from one location to another in the sub - satellite area. http://www.satsig.net/maps/lat-long-finder.htm 3/11/2010 1 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.419 (Ss, Site Class B) 1.0 0.485 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) (g) 0.2 1.419 (SMs, Site Class D) 1.0 0.735 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) 0.2 1.0 Ds, Site Class D) D1, Site Class D) 1 4 ANF & AS,SOCIATES Consulting Structural Engineers 1b1 (626) 448 -8182 Fax: (626) 448 -8092 B-m�i1 .nri688geacbelLnet 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 Joe No. . 1 D cP f CN t *iii 4 i Y0 7DKY0 By CG Sb�11iCgA1WZ IAA • DATE SH., A-5 OF dccuP4Nc( CATeDkr tT C/AsS P Sf6)- p c C arf Tel: (626) 448 -8182 ANT & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: ent1688®pecbeII aet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 _ jF J H()DP oroww1,1 1 *'(o To,rr0 egAtIf 011. Joe No. By Sc DATE SH. % ( OF LAT7M L042 suPtaaq (SAIL 4o7. of weal,' Nooy 3 P P (4-) - /Z'' M • 12ops UE2rcAi- few ,t/; ) /‘Js1vt3 G 409 91 i_avJABLE T�Ns� o,J �a3 X514# Lt (3055) (0.20 ;42 -) ht7 42- 33 t (ADD). > )51 ok LA- AL Lob OF »i op FP D4& .9-PS We 1 +2 C h kr hf (0.4)(2 - 5)(0346) (a3) 3 6D/10 c (Li P) 2D0* (Asp) ANF (626) 448 -8182 Ai, F & ASSOCIATES Fax (626) 448 -8092 Consulting Structural Enaineera E-mail: anf1688@pacbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 eaAix Jul 9okYo "roan , 00-- rtc6nrfeQ w>9 _ Xirool.i NO op 04th) LAra"It LDAp sutra 2: FP = S Ms)) PRov►pE 3//Q"4 ApekiiF'( 046LE, 4 612ellkiAio jemm» j $AFery FAcYVR Joe No. 00--b Br 'mac DATE $H. OF (wrn� 8 /sr2) �T Tel: (626) 448 -8182 Joe No. / dBo4 IOW & ASSOCIATES Fax: (626) 448 -8092 E -mail: ent1688ppecbelaet G/dwk /A4 TbkY 7oX %v Consulting Structural Engineers Br SG Sbtirti rb< 144 DATE SM. e OF 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 vN► r k � T F . lyrn� 11W =72'' j1/ 30pear e rrDa 4 f v,n1 T LEAD F641- HDO = 63 _ )51 -rix PI.poi UNI s1,eJT , ;n�L gds >z /11.044E Poi T 1,30 . = /404. 7411-11 . Usk rToo u9! S`r471 PL 0-641/ 1) ( 6 ) '0' sf4J n,k. The Original Metel Framing Part No. "` - 'EWE ' b� in lieOk Download PDF Add To Cart View Cart, .r Download CAD Data '1 P1001 - 1-5/8" x 3-1/4". 12 Gage Back -to -Back, Solid 3V,- Column I Loading i r. r - P1001 .- 41.3 --, tr 1 �. r--b y, Beam Loading y u = - P1001 Unbraced Height (in) Allowable Load at Slot Face (Ibs) Max Colimn Load Applied at C.G. Max Allowable Uniform Load (Ibs) Defl at Uniform Loading at Deflection Lateral Bradng Reducton Factor Uniform load (in) Span /180 (be) Span /240 (Ibs) Span /360 (Iles) K4:1.65 (Ibs) K=0.65 (ibs) K=3.65 (Ibs) K=0.65 (Iles) Span (in) 18 6,430 24,930 24,490 23,840 23,160 18 *3,500 0.01 '3,500 '3,500 '3,500 1.00 24 6,430 24,280 23,610 22,700 21,820 24 *3,500 0.02 '3,500 *3,500 '3,500 1.00 36 6,290 22,810 21,820 20,650 19,670 36 3,190 0.07 3,190 3,190 3,190 1.00 48 6,160 21,410 20,300 18,670 16,160 48 2,390 0.13 2,390 2,390 2,390 1.00 60 6,000 20,210 18,670 15,520 12,390 60 0.20 1,910 1,910 1,620 a 72 5,620 18,970 16,160 12,390 8,950 72 1,600 0.28 1,600 1,600 1,130 F/ 84 5,170 16,950 13,630 9,470 6,580 84 0.39 1,370 1,240 830 96 4,690 14,890 11,190 7,250 5,040 96 1,200 0.51 1,200 950 630 0.85 108 4,170 12,850 8,950 5,730 3,980 108 1,060 0.64 1,000 750 500 0.81 120 3,690 10,900 7,250 4,640 120 960 0.79 810 610 410 0.78 144 2,930 7,630 5,040 144 800 1.14 560 420 280 0.70 'IQ/r > 200 168 680 1.53 410 310 210 0.63 192 600 2.02 320 240 160 0.56 216 530 2.54 250 190 130 0.49 240 480 3.16 200 150 100 0.4.4 *Load fmited by weld shear Channel Selection Chart Notes: 1. Above loads include the weight of the member. This weight must be deduded to arrive at the net allowable load he beam will support. 2. Long span beam should be supported so as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a be su orls If load is concentrated atthe center of the multiply load from the table by d.3 27nd Related Channel Nuts Finishes: 0 PG I�G ZD P(, ,S= Weight 380 Lbs/100 Ft (566 Kg/100 m) Additional Specifications corresponding clefs onuyvo. Elements of Section Area of Section -1.111 in2 (7.2 ant) Axis 1 -1 o Moment of Inertia (I) - 0.928 in4 (38.6 an4) o Section Modulus (S) - 0.571 Ina (9.4 eras) o Radius of Gyration (r) - 0.914 in (2.3 an); Axis 2 -2 o Moment of Inertia (I) - 0.471 In4 (19.8 m4) o Section Modulus (S) - 0.580 In3 (9.5 ens) o Radius of Gyration (r) - 0.651 In (1.7 an) 4. The determlie braces Bearing Load WAD I� 0 jpruG i� Max Load 5,000 Lbs 2,268 Kg lateral bracing factor should the load retained bared on Channel: LOAD .41 I . -' ' -. Max Load 8,000 Lbs 3,629 It be multiplied by the bad on he distance between LOAD r j� �; ,4,..„, i..� Max Load 3,500 Lbs 1,588 K9 to !Moral O 100! Unita% All Rights Rereived Uniarura it a registered trademark or tradceark of Uninrui Corporation ardor its affiliates in the Unied Suter and/or other countries. 't ICO /Electncal & Metal Prorhx: is http://www.unistrut.com/Browse/cat_detail.php?S=S02&P=P1001 3/17/2010 ANF (626) 448 -8182 Al\ F1 & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 RDDF Joe No. /do 41 nCfi6 ��4yj` /� ypkYD 7[ KYO By SG Sov1N�"11f IN A • DATE SH. `� /� -- I OF /VP MECN . L)AJ)f5 (I7i)Lt w►D Mr( V1\4-n1 - 74 I/ \> 750 Peed.. um JE6it( = 7 41 Fp 8.4 419 gps (1 4- 2 l 04) (z- 5)0.9¢6)(7 0* 6D //o (3) 1/ fksvME wimp La /19 25 Ps i= = (2.P5F) W/1- / )(74-;) 69¢ IA)/4 L14p CD kigienis Tel: (626) 448 -8182 Joe No /Old T ANF & ASSOCIATES • ee E-mail: F� 1688(@paac448-8092 .net nib 00k/14/ 7bk rD %k % By Consultinu structural Enxineera --// �� Jy.�� n 2 Sc 5Dvuotyet WA . DATE SM. Cy OF 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 o� » P mrls OrFogl a) egfeK Dvftrreto.11 of M eH. 1)/Jr( ()(4'*/Z) / () (5)( o. �) 41 -frf 6T/4 jj OPLIF 16 (44 )4 r 3.75' 42 use Herr % 4 i s v 1 /919/ N C 5 c i t ) 5 @ 70. '� c.. ALL gtPg :. 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Mten • UM/1s 19LAIFPRM b) cOcK 00/210.K/J/Nq OF Pi4i-i kft_1 °11/1 - Me) (331 ` - m (75&) (3,25) ( Pk 6 uPPFT" (f4 (f fivri e44'.4 FlizEt NELD 4NA L -rb DJ to64)).(Aw)Q (D6)(7os) [3" x -777 x 3'>, 4 k► P5 sheik (D. 6) (7ok5;) [34' x D.767 x /6.7 k'i°s UPL►FT 699 41 3_ k k 3 0. 1 % << /. 4 )6.7 X 2)j /2.0 Dk ANF (626) 448 -8182 Joe No /dAr��f Al\F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers email ant1688 @pacbell.net G'//D&kiAl -fox Yo 7okYD By S� 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Ai Arm NEAT I'fic r►r Sov1Ie1 ivTti (,►IA • DATE SM. 0-1 of G /A i)E5ic/.1 WATER riEA-'t. o>J 6 " Ganieft . Cog& w1= of In E,2 NOrEiz =' IjDo# Ft o4R��P5wf z. gr 4 4.3 9D5 PilP 6D1.024s (054.) Cl... o) (//vD4) . . COruc: cUKB gb'iD E (2) st,5Mrc AC,AJ4 s — 34'1' w► 24 6A Prer�` S'T AP = 33ks; LL ht. 7�,)srv"l 'f S774 ry 41/4y /, 67 3M (Asp) Tel: (626) 448 -8182 ANF i' Bb ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688Qpacbell nct 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 GH,i ki j 7tkYD %kYa gam e)J7 Q kV/4 Joe No. /Oh 2c BY DATE mtra HmrK sElsHrc 6.0&/,0 P65164 (21sT ► ) 7N51 a„l @ svP (2/ 7) J"z F- 45 Pfilkg 9rx4t° (2 S1R ) (2 siffs) IT PAL 7; 3 PRn npt: 7bML //4" D/% M•B: 70 eii,4i* . fL117E To . 144LL 4 spLrs 2/71 [05 ksi )(D. O49,47)(4 BaLrs) 2 p. 2/ 74 44D ilaapvtBL Bwt 1 JSfOAJ 2/94i f 2352 Dk 1(24s) ) (0.0 4 r-A 2) (4) 2 -D. 4��v 49 JJ & i7 1K Fp ; 21,41 ANF (626) 448 -8182 Lit\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers email: anf1688QpacbelLnet 9420 Telster Avenue, Suite 118, El Monte, CA 91731 ci9i JkiA 4 70KYo 7aKyo Joe No. By )O PD4 D(17Ne-GN/ER. 1A1,4 . DATE %� SH. 9 -/ OF Wirrek 4A7tk 55."-4/6 P Ac���g i 3,'J (2 /s - ► ) 0Uv 7U12r11J /-1P411 = (312 4) (2') 1 78d 51511»Jq 111111/41 C4//4 x(2gipes) RM >. ai'4. ok (O1,33, D.08;) A/ 2 2313 /2 2.5 AC3.�t, X o.7 � >T Cv1JC. CoR3 41A (1E 16B26 (N) TS4x4x 1 /4 sfE E s 1. -S WT= J 1$$ (E) L6x3 TS4x4x 1 /NT J w m 0 N �t N X CO CO • 5 w w F,g F.0 b (N) TS4x4x1 /4 WT= 159# v (N) TS4x4x1 /4 P1001 UNISTRUT ■'1 CE)16B26 SCE gAcE. Sir. E -1� PI /1 N saymmyr I"V 1 ■ � .....0" \..../.■, lnr = ° I +-6, _ o_ P1001 UNISTRUT 1• P1001 J P1001 UNISTRUT UNISTRUT L6x3 1/2x1/4 (E.) OPEN 'G. is) E) L6x3 1/2x1/4 w 1- (n 0 1- in u) cD w .822. (»'6H STL. JOIST COio B11.5 P SN1° E - 65D TYP 44 oC 4O ati o Ce) i6HS STL. JOIST (SCE PA4f_ � SO. L) WT= @ 603# 1— P1001 UNISTRUT TYP (e) i /5 STL. JOIST P1001 UNISTRUT TYP 13 w WcW to STL. JOIST P1001 UNISTRUT TYP \,2,1),f 14,6 (e)i6 B26 (N) TS4X4x1 /4 WT= 582# ©6'- 0 "O.C. O (E)24LH STL. rcst-4-1E STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, H SERIES Based on a Maximum Allowable Tensile Stress of 30,000 PSIft Adopted by the Steel Joist Institute October 1, 1974, Revised to November 7, 1983. Standard Load Table, Copyright Steel Joist Institute. Reprinted by permission. The black figures in the following table give the TOTAL safe uniformly distributed load- carrying capacities, in pounds per linear foot, of H Series Steel Joists. The weight of DEAD loads, including the joists, must be deducted to determine the LIVE load carrying capacities of the joists. The load table may be used for parallel chord joists installed to a maximum slope of 1/2 inch per foot. The figures shown in blue in this load table are the LIVE loads per linear foot of joist which will produce an approximate de- flection of 1/360 of the span. LIVE loads which will produce a deflection of 1/240 of the span may be obtained by multiply- ing the figures in blue by 1.5. In no case shall the total load capacity of the joists be exceeded. ** Tests on steel joists designed in accordance with the Standard Specifications have demonstrated that the Standard Load Ta- bles are applicable for concentrated top chord loadings (such as are developed in bulb -tee roof construction) when the sum of the equal concentrated top chord loadings does not exceed the allowable uniform loading for the joist type and span and the loads are placed at spacings not exceeding 33" along the top chord. Allowable total sate Toads in pounds per linear foot of H Series Steel Joists - for joist depths 8" to 16" 101ST TYPE 8H3 - 10H3 10H4 12H3 12H4 12H5 12146 14H3 14144 14H5 14H6 14H7 16144 16 5 16146 16147 16148 OVERALL DEPTH (inches) 8 10 10 12 12 12 12 14 14 14 14 14 16 16 16 16 16 RESISTING MOM. (inch-kips) 91 116 148 140 180 222 260 ' 165 212 259 307 369 221 289 344 413 478 MAX.END.REAC. (pounds) 2400 2500 2800 2800 3200 3600 3900 3200 3500 3800 4200 4600 380 4300 600 4900 5200 MOM. OF INERTIA (inches`) 12.3 19.8 24.5 28.9 37.8 44.3 52.6 40.1 52.4 61.4 73.2 86.2 64.5 79.3 93.5 112.6 129.5 tAPPROX. WEIGHT (Ibs. /ft.) 5.0 5.0 6.1 5.2 6.2 7.1 8.2 5.5 6.5 7.4 8.6 10.0 6.6 7.8 8.6 10.3 11.4 SPAN (ft.) 8 600 500 560 467 533 600 650 457 500 543 600 657 475 538 575 613 650 9 533 500 560 467 533 600 650 457 500 543 600 657 475 538 575 613 650 10 480 500 560 467 533 600 650 457 500 543 600 657 475 538 575 613 650 460 11 436 455 509 467 533 600 650 457 500 543 600 657 475 538 575 613 650 345 12 400 417 467 467 533 600 650 457 500 543 600 657 475 538 575 613 650 266 13 359 385 431 431 492 554 600 457 500 543 600 657 475 538 575 613 650 209 337 417 14 310 357 400 400 457 514 557 457 500 543 600 657 475 538 575 613 650 167 270 334 393 15 270 333 373 373 427 480 520 427 467 507 560 613 475 538 575 613 650 136' 219 271 320 418 16 232 302 350 350 400 450 488 400 438 475 525 575 475 538 575 • 613 650 112 181 223 264 345 404 480 366 17 268 329 323 376 424 459 376 412 447 494 541 447 506 541 576 612 151 186 220 287 337 400 305 398 18 239 305 288 356 400 433 340 389 422 467 511 422 478 511 544 578 127 157 185 242 284 337 257 336 393 413 19 214 273 259 332 379 411 305. 368 400 442 484 400 453 484 516 547 108 133 157 206 241 286 218 285 334 399 470 351 432 20 193 247 233 300 360 390 275 350 380 420 460 368 430 460 490 520 92 114 135 177 207 246 187 245 287 342 403 301 370 437 21 212 272 336 371 249 320 362 400 438 334 410 438 467 495 117 152 179 212 162 212 248 295 348 260 320 377 454 22 193 248 306 355 227 292 345 382 418 304 391 418 445 473 101 133 155 185 141 184 215 257 302 226 276 328 395 454 23 176 227 280 328 208 267 326 365 400 279 364 * 400 426 452 24 89 116 136 162 123 161 189 300 225 265 198 287 383 346 408 398 433 162 78 208 102 257 120 301 142 191 108 245 142 166 350 198 383 233 256 174 ABM WI 253 304 350 25 176 226 276 327 368 236 r: • 392 416 96 125 147 175 206 154 190 224 269 310 26 163 209 255 303 354 218 285 339 377 400 85 111 131 156 183 137 169 199 239 275 27 151 194 237 281 337 202 264 315 363 385 76 99 117 139 164 122 151 177 214 246 28 140 180 220 261 314 188 246 293 350 371 68 89 104 125 147 17 19? 29 5 229 273 327 359 t Approximate Weigh s per Linear Foot of steel joists only. Accessories not included. 99 121 143 172 198 30 tt For an approximate total load carrying capacity at a maximum allowable tensile stress 0122,000 164 214 255 306 347 22ps/3i, the total load carrying capacity shown in the load table should be multiplied by the ratio 0. 89 110 129 156 179 31 153 200 239 287 332 '• Section 5.9 of the "Standard Specifications for Open Web Steel Joists, H Series" limits the design LIVE load deflection. 81 99 117 141 162 32 144 188 224 269 311 74 90 107 128 148 LOADS ABOVE THE COLORED LINES ARE GOVERNED BY SHEAR. H -2 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688 ®pacbell.net 9420 Telstar Avenue, Suits 118, El Monte, CA 91731 e.NfeK Sra L- JOIST a) U JVE 0)4 MU4 I Rf iSriNC phiLteNT = 2S`% i1i Ei7 f Ciio,J = 43' o Joe No. API) CNDWx))J1 1okYD 7okYo Br �v Jar! awri R wA . DATE --r t t/ 6 (5) :(25') `j25-ir 7 4i 4 pumagialsrmal, /2 3,5 - ), 3 D33� Mit oe 19 2 411 PL 001 Mv4 123 = /74 65.4 FRAM P100 15hK %k zg9 0,� K = 3D334 < A1lmvA31� = 4360x# oX Tel: (626) 448 -8182 ANT & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers &mail: anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Ch cik :. () ' %L fi sT b) unl_W kru4 () rEeL. 'o i'N5 REsrslimg /40elgtq HM ■i' cP0") CHo . k',J4 -foXYo 70KYo sOd1 eel4V l'j.A. Joe No i ° 9 By Sc. DATE SH. OF ��77 QQ UK (5_5 ') ( rsF) oV #/1 (55')(25F) J 3gOT 375° pl. f frf kru `f FRD'i H P 2 2 6 < MAHltLE r/1 R = 330 < )41.014,98LE = 43ao4l Dx ANF (626) 448 -8182 Joe No /DIV Al, F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net C%l( kJAJ q Ta /(YD 7OkYD By Sc. 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 c ,c •() sync Psr u/►DR EF (E) srffL 36r 51/5 R sYnl�j J'faME T 20g ,,x MAx Fnj gftlepoJ Mk- (5 )0-0 r-sf) . = _i 0 ( -5 ) (1-sr) IBS J-, 464 pi_ MAI EF %054: 91 FkpM K *. 65i1 PL 0v'4 fr/0b9 IJ�I' 222_ 3/954 A«DIA1kgI < Au Aota 43oa4 DATE ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, lit Monte, CA 91731 (5) STF.L Ayr d) UNDO EF2 (t) Siff 1, 10)s( /10/5 1 S15Ti; r1D fl T i* t%rJp kfAci/ 1»J L- 24' 1//v _ 6 Joa No. lam ChtnAkimq TkYv 7Drro SDv11.1 c.u7 Iv . DATE S►+ �'1 OF. 12 - /.24#4T, L6') (?fsy) = i5-046 04 .Pi- ilD141 F 384 . FRO1 Nave < Aumilike • ,,k 07 3457't < haaveigt.e 43aa Tel: (626) 448 -8182 Joa No. /vd`n! ANF & ASSOCIATES E-mail: n 1688Qpacbell .net eHat k,N 4 -oxYo 7okYo Consulting Structural Engineers Bv S'G 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 C ita (e) /30- ') (F) )6 '2. 4/ 6' wD� ' (7-)(20 esv 6D #Vyi (4)(ff) 5Jli1d CO/4l /' 144 DATE Q SH. E- 8 OF 0).p f /54 - 55 P >,: (11) I9i 704 .DL. p t,1 1vIf P3�5 .y( S' �s (2 so �2� 1 5 4� 7 4L �12o' /Dap O5 = sgz 974 f vM '� u4 4 4 yl 6 .4.75 5=33 4.75 75 fRDP1 (f) 116 ak Ste WfgeA Lc . Rf.,504 ANr & Associates 9424 Telstar Ave, Suite 118 0 Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 • •acbell,net i Itle : cnowKmg i oKyo i OKyo Dsgnr: SC Project Desc.: Project Notes : JUU R IUOU4 Printed: 19 MAR 2010, 1:58PM Description : Check (E) 16826 @ Grid F/54 -55 License Owner : ANF & ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th RISC Analysis Method : Allowable Stress Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 First Brace starts at 6.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 6.0 ft D(2.26 ) Lr1.8) D(1.61 Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi Lr1.8) (0.06) Lr0.075) D(1.535) Lr1.8) D(1.537) Lr1.8) D(0.097) W16X26, Span = 24.0 ft Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.060, Lr = 0.0750 k/ft, Tributary Width = 1.0 ft Point Load : D = 2.2650, Lr = 1.80 k @ 6.0 ft Point Load : D = 1.610, Lr = 1.80 k @ 10.750 ft Point Load : D = 1.5350, Lr = 1.80 k @ 16.080 ft Point Load : D = 1.5370, Lr = 1.80 k @ 20.830 ft Point Load: D= 0.0970 k @23.330ft Jte Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.571: 1 W16X26 59.874 k -ft 104.883 k -ft +D+Lr +H 10.800ft Span # 1 0.365 in 0.000 in 788 0.707 in 0.000 in 407 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Load Combination Segment Length Span # Mmax + Summary of Moment Values Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Design OK 0.120 : 1 W16X26 9.3886 k 78.50 k +D+Lr +H 24.000 ft Span # 1 Summary of Shear Values Va Max Vnx Omega *Vnx Overall MAXimum Envelope Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft +D Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft +D+Lr+H Dsgn. L = 6.00 ft Dsgn. L = 6,00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft 0.418 0.103 0.571 0.093 0.569 0.066 0.543 0.120 0.209 0.051 0.278 0.047 0.272 0.031 0.263 0.057 0.418 0.103 0.571 0.093 0.569 0.066 0.543 0.120 46.14 46.14 184.17 110.28 1.66 1.00 8.10 117,75 78.50 59.87 46.14 59.87 175.15 104.88 1.07 1.00 7.29 117.75 78,50 58.77 43.94 59.87 175.76 105.25 1.07 1.00 5.14 117.75 78.50 43.94 59.87 184.17 110.28 1.82 1.00 9.39 117.75 78.50 23,04 23.04 184.17 110.28 1.66 1.00 4.02 117.75 78.50 28.96 23.04 28.96 173.81 104.08 1.06 1.00 3.66 117.75 78.50 28.32 20.84 28.96 177.59 106.34 1.08 1.00 2.47 117.75 78.50 20,84 28.96 184.17 110.28 1.85 1.00 4.46 117.75 78.50 46.14 46.14 184.17 110.28 1.66 1.00 8.10 117.75 78.50 59.87 46.14 59.87 175.15 104.88 1.07 1.00 7.29 117.75 78.50 58.77 43.94 59.87 175.76 105.25 1,07 1.00 5.14 117.75 78.50 43.94 59.87 184.17 110.28 1.82 1.00 9.39 117.75 78,50 ANF & Associates 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448-8092 E -mail: anf1688na,•acbell.net teel Beam Des Gic # i'KW06000953 !me : unOWKing 1 OKyO 1 OKyO Dsgnr: SC Project Desc.: Project Notes : JUU It IUOUY - iv Printed: 19 MAR 2010. 1:58PM a ''.11;11,/$018080‘10494 choWking' Soutlicentet1lCalcutaton 110804chowtaf "? ENERCALC INC 1983'1008 Yer 6 0: ?1;;f 3 .Lic.ensewOwner . ANF'& ASSOCIATES Description : Check (E) 16826 @ Grid F154-55 r` Overall Maximum :Deflections Unfactored- Loads : Load Combination Span Max. " " Defl Location in Span Load Combination Max. ' +' Defl Location in Span D+L+Lr 1 0.7067 12.000 Maximum:Deflections for Load .Combinations;- ;Urifactored Loads •�• Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl D Only 1 0.3416 Lr Only 1 0.3651 D+L+Lr 1 0.7067 Uerticaf Reactions:- Unfactored ? T Load Combination Support 1 Support 2 12.000 12.120 12.000 Support notation : Far left is #1 0.0000 0.0000 0.0000 0.0000 Location in Span 0.000 0.000 0.000 0.000 Overall MAXimum 8.095 9.389 D Only 4.020 4.464 Lr Only 4.076 4.925 D+L+Lr 8.095 9.389 `Steel`Section Properties, - IN16X26 Depth = 15.700 in I xx Web Thick = 0.250 in S xx Flange Width = 5.500 in R xx Flange Thick = 0.345 in Zx Area = 7.680 in "2 I yy Weight = 26.143 plf S yy Kdesign = 0.747 in R yy K1 = 0.750 in Zy its = 1.380 in rT Ycg = 7.850 in 301.00 in^4 38.40 in^3 6.260 in 44.200 inA3 9.590 in'4 3.490 inA3 1.120 in 5.480 in^3 1.360 in J Cw Wno Sw Qf Qw 0.262 in ^4 565.00 in^6 21.100102 10.000104 6.950103 21.600103 ANF Tel: (626) 448 -8182 Al\F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Eneineers E'er: ant1688Qpacbelinet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 a11CK S1feL Joe No JDb9 eitwi'AIgj .-rwoo 7oKYo By 2c, lrllleeN1f< Ptlit DATE SH. F —1 i OF b) (E) ) 6 & G aR ►p -�� ' C (20 fff) (K9) = Ze304# (241 ):(25- f_so 3 tSc. 4 1.).LL 7 : X34 D� FRAM (24; ') 2 SfE i i2eAC, ��5vLT 190# P 1414 1rWAI 39/ Fga HooP BF I -4; 5 -33' 475) 3.i7 ANI- to Associates 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 atpacbell.net `eel Beam,De I '- 1 nie : t,nuwKmy I unyu 1 unyu Dsgnr: SC Project Desc.: Project Notes : ouum Ivuu' Printed: 19 MAR 2010, 1:59PM File u1WSStephen1 10804 Chowtang:= Soutlicenter \Calci1010\10804'choovldi a._, ,` , „ :: - ENERCALC,.INC 1963- 2008;.VsP 6 0.21 L1c # : -''KW- 06000953 Description : Check (E) 16B26 @ Grid G/5455 Analysis Method : Allowable Stress Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 r Uribraced Lengths First Brace starts at 6.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 6.0 ft License Owner ,ANF &' ASSOCIATES ; Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D(3.28?,) Lr3.6) D(3.40 ) Lr3.6) D(3.07) Lr3.6) D(2.88) Lr3.6) 77;;Aiiplie'd'Loads r ; W16X26, Span = 24.0 ft Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number 1 Point Load : D = 3.2820, Lr = 3.60 k @ 6,0 ft Point Load : D = 3.4090, Lr = 3.60 k @ 10.750 ft Point Load : D = 3.070, Lr = 3.60 k @ 16,080 ft Point Load : D = 2.880, Lr = 3.60 k @ 20.830 ft VDES/GW'SUMMA'RY �$.# r �s<< '71 Maximum Bending Stress Ratio = 0.924: 1 Section used for this span W16X26 Mu : Applied 97.167 k -ft Mn / Omega : Allowable 105.187 k -ft Load Combination +D+Lr+H Location of maximum on span 10.800ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection 0.601 in Max Upward L +Lr +S Deflection 0.000 in Live Load Deflection Ratio 479 Max Downward Total Deflection 1.137 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 253 ',,j Maximum. Force °s" &'StressWfOELoaduCombinat ii Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Design OK Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.190 : 1 W16X26 14.9530 k 78.50 k +D+Lr+H 20.880 ft Span # 1 Summary of Moment Values Mmax - Ma - Max Mnx Omega•Mnx Cb Rm Summary of Shear Values Va Max Vnx Omega*Vnx Overall MAXimum Envelope Dsgn. L = 6.00 ft 1 Dsgn. L = 6.00 ft 1 Dsgn. L = 6.00 ft 1 Dsgn. L = 6.00 ft 1 +D 0.658 0.154 72.53 72.53 184.17 110.28 1.68 1.00 12.09 117.75 78.50 0.916 0.154 97.17 72.53 97.17 177.19 106.10 1.08 1.00 12.09 117.75 78.50 0.924 0.108 95.00 71,38 97.17 175.66 105.19 1.07 1.00 8.47 117.75 78.50 0.881 0.190 71.38 97.17 184.17 110.28 1.81 1.00 14.95 117.75 78.50 Dsgn. L = 6.00 ft 1 0.312 0.073 Dsgn. L = 6.00 ft 1 0.434 0.073 Dsgn, L = 6.00 ft 1 0.434 0.051 Dsgn. L = 6.00 ft 1 0.417 0.088 +D+Lr+H Dsgn. L = 6.00 ft 1 0.658 0.154 Dsgn. L = 6.00 ft 1 0.916 0.154 Dsgn. L = 6.00 ft 1 0.924 0.108 Dsgn. L = 6.00 ft 1 0.881 0.190 0 rail Maximurl efle'ctlon.,0. 4faetored�Loads :2 Load Combination Span Max. '= Defl 34.42 34.42 184.17 110.28 1.68 1.00 5.74 117.75 78.50 46.04 34.42 46.04 177.10 106.05 1.08 1.00 5.74 117.75 78.50 44.89 33.27 46.04 176.99 105.98 1.08 1.00 4.02 117.75 78,50 33.27 46.04 184.17 110.28 1.84 1.00 6.90 117.75 78,50 72.53 72.53 184.17 110.28 1.68 1.00 12.09 117,75 78.50 97.17 72,53 97.17 177.19 106.10 1.08 1.00 12.09 117.75 78.50 95.00 71.38 97.17 175.66 105.19 1.07 1.00 8.47 117,75 78.50 71.38 97.17 184.17 110.28 1.81 1.00 14.95 117.75 78.50 Location In Span Load Combination Max. ' +' Dell Location In Span D+L+Lr 1 1.1367 12.120 0.0000 0.000 ANF & Associates 942a Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf16880pacbell.net , "eeE BeamDegn v I : tanowicing Irircyu I imp) Dsgnr: SC Project Desc.: Project Notes : Jvuir IUOV, E Printed:19MAR 2010, 1-.59PN Filiii1W8Ste000110804Chcokki-irg ••=•-5outtIO'nflirca' leiliab*0110804„ CALC,-.1 tio:1981-2008Nert6:01:1, N:31 Lic. # : KVV-06000953 License °Wrier ANF & ASSOCIATES Description : Check (E) 16B26 @ Grid G/54-55 Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl D Only Lr Only D+L+Lr 1 0.5358 12.120 1 0.6009 12.120 1 1.1367 12.120 VelicI RellOtions= unfa:ctOrod , '777 Load Combination Support 1 Support 2 Support notation : Far left is #1 0.0000 0.0000 0.0000 Location in Span 0.000 0.000 0.000 Overall MAXimum 12.088 14.953 D Only 5.737 6.904 Lr Only 6.351 8.049 D+L+Lr 12.088 14.953 7:4steelsecifOrt Propertie.:: :14/1.6)(2-67 1 ' - Depth = 15.700 in I xx F. 301.00 inA4 J = 0.262 inA4 Web Thick = 0.250 in S xx 38.40 103 Cw = 565.00 106 Flange Width = 5.500 in R xx = 6.260 in Flange Thick = 0.345 in Zx = 44.200 inA3 Area = 7.680 inA2 I yy = 9.590 104 Weight = 26.143 plf S yy = 3.490 103 Wno = 21.100102 Kdesign 0.747 in R yy = 1.120 in Sw = 10.000 inA4 K1 = 0.750 in Zy = 5.480 103 Of = 6.950103 rts = 1.380 in rT = 1.360 in Qw - 21.600 103 Ycg = 7.850 in ANF & ASSOCIATES Consulting. Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No. /dkq GIN ✓nl q 7bkro -Mk Ye By s c_ �av11f CF�J7t/i WI% DATE SH. OF CiMeK 60Ai4 //u 14x /- L 29 TuI,= 71;35, 14, (3.5))(5)tsF): 7a F1 = C 3. s j) ( fsf) g7:544 16) w)4X zy ga heeAtc ,efgoq 4 AIVr' & Associates 940 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448-8092 E -mail: anf1688(0pacbell.net tee I:Beama Design Lic #': KW-06000953-f t r. Description : Check (E) W14x22 @ Grid 557E -F M e6.al* to rt e 1; .,V !me : unowKmg 1oKyoloKyo Dsgnr: SC Project Desc.: Project Notes : Job 4 1U2SU4 Printed: 2 APR as f F S $(e,06 "804 ' C ow-lun9'. - 7 -- teiliCai lc ul e . KVIN \ 0✓)04 0c 2 f(2010 3 54PM 3 i License Owner: °ANF: &'ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th AISC Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 D(0 04) D(004) D(004) 2 D(0304) D(0.07) S(0.0875 Fy : Steel Yield : E: Modulus : D(0 04) 50.0 ksi 29,000.0 ksi • vrej fh W14X22, Span = 24.0 ft *WI 1714:149NUM,14_ Load for Span Number 1 Uniform Load : D = 0.070, S = 0.08750 k/ft, Tributary Width = 1.0 ft Point Load: D = 0.040 k 2.50 ft Point Load: D= 0.040 k @5.50ft Point Load: D = 0.040 k 8.50 ft Point Load: D = 0.040 k @13.50ft Point Load: D= 0.040 k@,17.0ft Service loads entered Load Factors will be applied for calculations. FQES G SUMMARt.' Y ' f Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.739: 1 W14X22 12.020 k -ft 16.269 k -ft +D +S+H 12.000ft Span # 1 0.000 in 0.000 in 0 <360 0.218 in 0.000 in 1322 RAIIaItnuriForces; 88Sttessesfor 'Load.C;ombinattuns Load Combination Max Stress Ratios Segment Length Span # M V Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs '^ > Design'O 0.032 : 1 W14X22 2.0117 k 63.020 k +D +S+H 0.000 ft Span # Summary of Moment Values Summary of Shear Values Mmax + Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Va Max Vnx Omega*Vnx Overall MAXimum Envelope Dsgn. L = 24.00 ft 1 +D Dsgn. L = 24.00 ft 1 +D+S +H Dsgn. L = 24.00 ft 1 0.739 0.352 0.739 0.032 0.015 0.032 terc`flpM tmi frtDeffectfons •3.4111faCtore .,L',oads 12.02 5.72 12.02 12.02 5.72 12.02 27.17 27.15 27.17 16.27 1.14 1.00 16.26 1.14 1.00 16.27 1.14 1,00 2.01 0.96 2.01 94.53 94.53 94.53 63.02 63.02 63.02 Load Combination Span Max. " " Den Location in Span Load Combination Max. " +" Defl Location in Span D+L +S 1 0.2178 12.000 'MOXIOILIMIReftections.for Load Combinations Unfacto,red:Loads Load Combination Span Max. Downward Defl Location in Span 0.0000 0.000 Max. Upward Defl Location in Span D Only S Only D+L+S •Vertiofi Reactlons • Unfactored 0.1037 0.1141 0.2178 12.000 12.120 12.000 Support notation : Far left is #1 0.0000 0.0000 0.0000 0.000 0.000 0.000 Load Combination Support 1 Support 2 Overall MAXimum 2.012 1.968 Mir a MSJUladltls 9440 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 r •acbell.net esign Lic. # ::. KW- 06000953 ' F .: 1 Iue : LnowKmg 1 oKyo 1 oKyo Dsgnr: SC Project Desc.: Project Notes : Description : Check (E) W14x22 © Grid 551E -F VAT. GaI R476700CW4nactored • -: JO0# 1UtS14 Printed: 2APR 2010, 3:54PM de° u1WSStep tenit0804ChoaiidSouttigii ,,riCalcuTationit jtco Stu 's' : = $ € OCALC'ING'198320084VeG 0.21: rt3 S License Owner: :.AN F & ASSOCIATES Support notation : Far left is #1 Load Combination Support 1 Support 2 D Only 0.962 0.918 S Only 1.050 1.050 D+L- S 2.012 1.968 1$10140 t 1.118. �.P,Mtie* ,4VV44X22 Depth = 13.700 in I xx 199.00 in ^4 J = 0.208 in ^4 Web Thick = 0.230 in S xx 29.00 in ^3 Cw = 314.00 in^6 Flange Width = 5.000 in R xx = 5.540 in Flange Thick = 0.335 in Zx = 33.200 in ^3 Area = 6.490 inA2 1 yy = 7.000 in ^4 Weight = 22.092 pif S yy = 2.800 103 Wno = 16.700 in ^2 Kdesign = 0.735 in R yy = 1.040 in Sw = 7.000 in ^4 K1 = 0.750 in Zy = 4.390 103 Qf = 5.340 in ^3 its = 1.270 in rT = 1.250 in Qw = 16.100 in ^3 Ycg = 6.850 in le1: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 4484092 Consulting Structural Engineers &mail aaf1688®pacbell set (f) � �� � Joe Na �� �� BY /4 k) DATE Z9! 'lbl (626) 448 -8182 • ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers &mail anf1688@pacbeinet 94201blstar Avenue, Suite 118, lit Monte, CA 91731 Joe Na II BY DATE SN. OF_ N 116T6govLE) Mr- pee 1,16E t_c/vp / ffr) Dk Fps g+s Lo,$'p CDT /4# ( MI: (626) 448-8182 • ANF &ASSOCIATES Fax (626) 448-8092 Consulting Structural Engineers' 13-12161 ani1688°Pacbe11'net , 9420 1131stat Avenue, Suite 118, 131 Monte, CA 91731 r • Joe No. By PATE SM. F OF W 70 ForL Cif4C-Zr bWir< 4c 0711;3 •oil ,)\ .3tx,71.21 z-1-(e4 3-e`[ r' (E) 11413,5 Ar .11,e P x-i-f 10#: LL fro# Li b •tt (3--ftf Pfil) 31 0 tyri} COfi C- /70 Vg- TO //GT /leo frkii.v • LENI'IN LENTON° LOCk Mechanical Rebar Splicing System Features • Meets or exceeds major international building code and Department of Transportation requirements, including Caltrans' Ultimate Splice requirement, IBC ®, UBC® and ACI® 318 Type 2, DIN 1045, BS8110, BNFL, and BS5400 • Uses standard rebar; requires no bar -end preparation such as sawing or swaging — ideal for in -situ splices • Is smaller than other bolted splices currently available • Performs like a continuous piece of rebar • Worksin'repair, bent bar;, retrofit,.. precast closure "pour and new construction applications. • Meets slip.criteriaof Iess.than 0:10 Mar (0.0039 in) • Provides superior fatigue performance • Works with; a:variety of standard US and international rebar grades': • Installs quickly and easily using simple hand tools - does not require special skilled labor • Allows for simple visual inspection • Works as, one-step transition on ASTM. (in -lb) and metti rebar Patent no. 7,107,735 / 7,093,402. Additional patents in other countries. LENTON LOCK, a new in -situ rebar splice from ERICO®, requires no bar -end preparation. It is ideal for new construction, repair or retrofit applications. The LENTON LOCK coupler features patented gripping technology that provides for the development of full rebar strength and improved overall structural integrity in tension, compression, stress - reversal and dynamic applications. This innovative mechanical rebar splice is designed for use in column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams, chimney construction and other demanding splicing applications. LENTON LOCK couplers meet or exceed major international building codes and Department of Transportation (DOT) requirements, including Caltrans' Ultimate Splice requirement. LENTON LOCK couplers allow for easy and simple field installation since no bar -end preparation, sawing or swaging is necessary. The couplers can be installed with just a standard wrench or an impact wrench depending on coupler size. The bolt heads will shear off when proper installation tightness has been reached, which allows for completely visual inspection. LENTON LOCK works as a one -step transition on ASTM (in-lb) and metric rebar. For Canadian rebar sizes, contact ERICO for transition compatibility. The completed connection performs similar to a continuous piece of rebar. In testing, the couplers demonstrated less than 0.0039 in (0.10 mm) of slip, F� ERICO' r Tel: (626) 448 -8182 ANF & ASSOCIATES 662 n Consulting Structural Engineers 1 9420 Tebtar Avenue, Suite 118, Bl Monte, CA 91731 GOT CE)B 5_, A T c 6NTb I ggA P°"°T ' (a Slot ZF Po/ M J 7-"Aio 415,4 Joe No. By DATE t� SR F' J OFD • 1;1xli:_l HAY Apb : f b titgx 31 31-6 x 3', J SI6x316XIir Col/c- 1 TeL (626) 448-8182 ANF &Assocums Fax: (626) 4484092 E-mail: en11688@paebeLnet Consulting Structural Engineers 9420 'relater Avenue, Suite 118, M Monte, CA 91731 ,r Joe Na PATE 1 lts - tijiyiekky IF 14di Holz -THR0 (E) 54,13 F°F-- kwo mod f- ttgX 3.14 Tor 6,w, (S) 6 4168 Heil cAr H41b T? 0K., -4r6 wick T15 wA opecil z.--115 As 0,(07, 0,zr Ir 1 WWATTS® FD -300 Tag: Area Drain with 7" Adjustable Top SPECIFICATION: Watts Drainage FD-300 epoxy coated cast iron area drain with anchor flange, weepholes, 7"(178) diameter adjustable top with ductile iron grate, and no hub (standard) outlet. 2 -3/4" (70) MAX 1 -1/2" (38) MIN 7" (178) um 0.--mrorime Chart 8 PIPE SIZE NH(M1) P 60/61 R(Pe . Srza- No Ptrh' AB: 2 "(51) 3" (76) 4" (102) 4 -1/2 "(114) 4.1/2" 1114) 4 -3/4 "(121) 5-1/2" (140) 5.1/2 "(140) 5.1/2" (140) 4" (102) 4" (102) 4" (102) Load Rating & Free Area q.!s; ..r 'XHD 11 • The load classifications are in accordance with the American National Standards ASME Al 12.21.1M ASME Ratings are as follows: XHD - Safe live loud 7500.10000 lbs. (3375.4500kg) The above categories are given as a guide only. Please consult fociory. Components Pipe Sizing (Select One) Suffix Description 2 2 °1511 Pipe Size 3 3 "176) Pipe Size 4 4 "1102) Pipe Size Outlet Type (Select. Oriel Suffix Description NH No Hub (Ml) P Push On Optioris'(Sele�t.Qrie of More) Suf_fisc Desiyiptiorf, -1 Nickel are Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof ❑ -7 Trap Primer Tapping ❑ -8 Backwater Valve (2,3,4' Only] ❑ -13 Gahronized Body ❑ -21 Secondary Strainer ❑ -34 Closure Plug ❑ -C Membrane Clamp 0 -F4 -50 4° Round Cast bon Funnel ❑ -F4-1 4" Round Nickel Bronze Funnel ❑ -F6-1 6' Round Nickel Bronze Funnel ❑ -G-50 4x9' Oval Cast Iron Funnel ❑ -G-1 4x9' Oval Nickel Bronze Funnel❑ •Z Elastomeric Flange ❑ gbiionoL6tldy J -gf[rrigt Suffix- Descfiphi»F. -60 PVC Body w /Socket Outlet ❑ -61 A35 Body w /Socket Outlet ❑ Job Name Job location Engineer Contractor Contractor's P,O. No Representative WATTS Drainage reserves the right to modify or change product design or construction without prior notice and without incurring any obligation to make similar changer and modifications to products previously or subsequently sold. See your WATTS Dralnoge representative for any dorification. Dimensions are subject to manufacturing tolerances. WAT TS® Specification Drainage products USA 100 Watts Road, Spindale, NC, 28160 -2298; TEL 828- 288 -2179 TOLL -FREE: 1 -800. 338 -2681 www.watts.00m ES•WD4D -300 USA 0323 FD•300 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax (626) 448 -8092 Consulting Structure] Engineers , E-mail: anfl688 @pacbell.aet 9420 reinter Avenue, Suite 118, El Monte, CA 91731 Joe No. By DATE SH. F- OF Wit -TO -0 (--)! 61 pow 8_ G Pii) 'et tifq,_ i FILE COPY Commercial Kitchen Hoods Installation, Operation, and Maintenance Manual +Y 'IRECEIVING A.N . '- b - t ,Upon •receiving unit, checkfiir ,.annteorp immediately to thcawrecrier..S: Also,, check. tha "t i S'tia ' rt"S"o4N1/4.r r rg �"r'`y(y §}4 ;, damage;free y .. �� .1� -Y�, r s�ro' •' ( ` c us REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 �Y Tukwila C' ofTu ' BUILDING DIVI4lfN �Y�"isL.:,r�;e', ka`'r.,'' °ia� WARNING �h�j =r�yka�r� ,5��1 'dSil Y dk i r.. ,-y f} A 3}' r r •.r q °i' F ^k 1F� �a.a LR fi w '� i4 ate^' 1P ' t .th -'' +.+a. �+ ,a.;c .uud �a `x..n"rtUJ.F w tad`s,. Installation. of this unit should only be erformed by a quafied professional who has read�and ' 'i::FS,L+" ' I ',2.6'x., ' ` 3*L.''"A?E ` 1 •.,?. per' +.u.sl .'fir, .:i`T'.Y44,1 e "4i Rid a �N.. Sf 1 ''C�di1"a3 °iPr understands these mstructionss and is familiar with proper safet recautwns�� Read this '... Swta l 9r T'i"h: L,F' .e :k'�utiorc�"'.}'$;.t35,, •: ':tIkair gitlia:Yt.u:Gtf;Ea'.'e�'vr 'F��r 'ti 1 eras h t i manual thoroughly beforeeinstalling orrservucmg this equipments., r 3' ",a ASP p ,r , �q i" �: ' t� �t if .9 ° . E �i �" y4? 7J a� tL aW` t! `a,x f ; u•- �. Tfrti w:41- ill'14 Save these instructions. This document is the property of the owner of this equipment and is required for future maintenance. Leave this document with the owner when installation or service is complete. INCOMPLETE !TR# I ANSIA APR 13 2010 A0011051 AuguspET CENTER Am o -old TABLE OF CONTENTS WARRANTY 3 LISTINGS 4 INSTALLATION 4 Site Preparation 4 Clearance Reduction Methods 5 Installation of a Single Hood 6 Basic Hanging Angle 8 Full Length Hanging Angle 8 Corner Hanging Angle 9 PSP Hanging Angle 9 Side View of Typical Hood 10 End -to -End Hoods 10 Hanging Detail for Multiple Hood Models Hung End -to -End (Hemmed Ends) 11 Hanging Detail for Multiple Hood Models Hung End -to -End (Flanged Ends) 11 Hood Connection Detail for Multiple Hood Models (Hemmed Ends with Trim Strip) 12 Hood Connection Detail for Multiple Hood Models (Flanged Ends w /out Trim Strip) 12 Back= .tb;"B ck Hoods 13 • • • anging Detail for Hoods Hung Back -to -Back 13 Guidelines for Ductwork Installation 14 .Ii stallatio0 of Hood Accessories 15 " • `' ' 'Back 'Return Installation 15 Bolt- Together Standoff Installation 17 Back and Side PSP (Perforated Supply Plenum) Installation 18 AC -PSP Installation 19 Wrapper (Enclosure Panel) Installation 21 ' End - panel Installation 25 QuarterEnd panel Installation 26 Insulated. End panel Installation 27 Backsplash Installation 28 OPERATION 30 Performance Evaluation 30 Guidelines before Beginning 30 External Factors which may affect Hood Performance 31 Using a Shortridge Instrument 31 Calculating Make -up Air CFM with a Shortridge Instrument and Spreadsheet 32 Calculating Make -up Air CFM without a Shortridge Instrument 32 Calculating Exhaust Air CFM with a Shortridge Instrument and Spreadsheet 32 Calculating Exhaust CFM without a Shortridge Instrument 32 Adjustments 33 Conclusion 33 Complete Equipment List for Performance Evaluations 33 Troubleshooting 34 Troubleshooting Chart 34 MAINTENANCE 35 General Maintenance 35 Daily Maintenance 35 Quarterly Maintenance 35 Start-Up and Maintenance Documentation 36 Job Information 36 Hood Information 36 Maintenance Record 36 Factory Service Department 36 2 WARRANTY This equipment is warranted to be free from defects in materials and workmanship, under normal use and service, for a period of 12 months from date of shipment. This warranty shall not apply if: 1. The equipment is not installed by a qualified installer per the MANUFACTURER'S installation instructions shipped with the product, 2. The equipment is not installed in accordance with federal, state and local codes and regulations, 3. The equipment is misused or neglected, 4. The equipment is not operated within its published capacity, 5. The invoice is not paid within the terms of the sales agreement. The MANUFACTURER shall not be liable for incidental and consequential losses and damages potentially attributable to malfunctioning equipment. Should any part of the equipment prove to be defective in material or workmanship within the 12 -month warranty period, upon examination by the MANUFACTURER, such part will be repaired or replaced by MANUFACTURER at no charge. The BUYER shall pay all labor costs incurred in connection with such repair or replacement. Equipment shall not be returned without MANUFACTURER'S prior authorization and all returned equipment shall be shipped by the BUYER, freight prepaid to a destination determined by the MANUFACTURER. 3 LISTINGS This hood is ETL- listed to standard UL710 when installed in accordance with these installation instructions and National Fire Protection Association Standard "NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations." INSTALLATION It is imperative that this unit is installed and operated with the designed airflow, filters and construction in accordance with this manual. If there are any questions about any items, please call the service department at 1 -866- 784 -6900 for warranty and technical support issues. WARNING: IMPROPER INSTALLATION, ADJUSTMENT, ALTERATION, SERVICE OR MAINTAINANCE CAN CAUSE PROPERTY DAMAGE, INJURY OR DEATH. READ THE INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS THOROUGHLY BEFORE INSTALLING OR SERVICING THIS EQUIPMENT. Site Preparation 1. Provide clearance around installation site to safely rig and lift equipment into its final position. Consider general service and installation space when locating unit. 2. Locate unit close to the space it will serve to reduce long, twisted duct runs. 3. Thoroughly review the plans and specifications of the project. 4. Determine the exact location in which the cooking hood will be installed and verify that there are no interferences which will prevent proper installation. 5. Verify that all overhead beams and angles are structurally strong enough to support the weight of the hood and hanging system. It is often necessary to strengthen existing structural beams, as they are not designed to carry the weight of a stainless steel hood. Refer to the project submittal drawing for hood weight(s). It may also be necessary to create a support structure suspended from the ceiling joists to better align with the desired hood location. 6. Determine if adequate room is available to install the hood and all ductwork with proper clearances from combustible material. IMC, NFPA96 and local authorities having jurisdiction call for a minimum clearance (typically 18 inches) between the cooking hood(s), exhaust ducts, and building materials which are combustible. However, IMC and NFPA96 outline acceptable clearance reduction methods; most authorities accept the clearance reduction methods approved in the manufacturer's ETL listing. See Figure 1. It is important to check with the local authority having jurisdiction to determine that the installation method is satisfactory to meet their requirements prior to installing the equipment. FOLLOW SMACNATGUID S AND REC.O.MMEND AMIONSX0RiTHEMAN.GING "AND INSTgALLATION O:IHO:ODS WIMENIKWEMIZIENOTARNI 4 Clearance Reduction Methods Top Clearance Reduction Options Typical Section View of Listed hood !' layer of insulation Factory Installed on end of hood (optional) Meets 0 inch requirements For clearance to combustible surfaces as outlined below z4' layer of insulation Factory Instolled on top of hood (optional) Meets 0 inch requirements For clearance to combustible surfaces as outlined below Typical Section View of Listed hood '3' un- insulated airspace Foctory Installed on top of hood (optional) Meets NFPA96 requirements for cleoronce to United combustible surfaces End Clearance Reduction Options Typical Front View of Listed hood ./-3' un- Insulated airspace factory installed o n end of hood ( optional) Meets NFPA96 requirements For clearance to Ignited combustible surfaces Back & Front Clearance Reduction Options 3' u - n sulated bock standoff Factory instotted Meets NFPA96 requirements for clearance to limited combustible surfaces OR I' layer of Insulation Factory installed in 3' standoff. Meets 0 inch requirements for clearance to combustible surfaces as outlined below -i' layer of insulation factory nstolled In front of hood Meets 0 inch requirements for clearance to conaustible surfaces as outlined below Clearance Reduction Methods: Clearance reduction methods have been evaluated and tested and are certified by ETL. The method of test was derived from UL 710 with temperature criteria taken from appropriate standards. The hood may be installed with a 0 inch clearance to combustible materials per ETL if constructed in one of the following methods: • I inch thick min. layer of insulation of type Owens Coming Type 475 or Johns Manville Type 475 or listed kitchen exhast duct insulation. • I inch thick min. insulated backsplash. Insulation of type listed above. • Back Return (BR) supply plenum with I inch thick min. insulation of type listed above. To comply with the ETL certification, the cooking appliance must be located: • At least 6 inches from the rear wall. • At least 24 inches below the bottom edge of the hood. • Cooking surface must not exceed temperatures above 700 °F. The hood may be installed with a 3 inch clearance to limited combustible materials per NFPA96 if constructed in one of the following methods: • 3 inch factory installed rear un- insulated standoff. • 3 inch factory installed top wrapper or enclosure panel system. • 3 inch factory installed end standoff Figure 1 5 Installation of a Single Hood The following is a step -by -step procedure for installation of the ventilation hood. 1. Uncrate the hood, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. Refer to the installation drawing for typical details of the ventilation system prior to hanging the hood. Check the nameplate on the equipment to make certain it meets the specifications provided by the architect and /or engineer. If discrepancies exist, notify the manufacturer immediately. The nameplate will also give information regarding the following: • Clearance from cooking surface to front lower edge of the hood • Minimum exhaust air flow • Maximum supply air flow (if applicable) • Minimum front overhang from cooking surface • Minimum side overhang from cooking surface • Maximum cooking surface temperature • Replacing fusible links for exhaust and supply damper (if applicable) • Replacing filters 2. Determine the height at which the hood will be hung: Canopy hoods are typically hung so that the front lower edge of the hood is within 6'6" - 7'0" AFF. However, the hood should be hung so that the proper clearance from the cooking surface to the front lower edge of the hood is maintained. See nameplate for clearance from cooking surface to front lower edge of hood. Exact hood hanging height should be verified with local authorities having jurisdiction. Note: If there are wrappers (enclosure panels) with the order, measure down from the ceiling the height of the wrappers. That will be the top hanging height of the hood as long as the following criteria are met: • The front lower edge of the hood is within 6'6" to 7'0" AFF, • The front lower edge of the hood is within the clearance requirement from the cooking surfaces, and • The top of the hood is at least 3" away from the ceiling. If the hanging height based on wrappers does not fall in this range, contact your local office. Backshelf hoods are typically hung at the maximum height allowed from the cooking surfaces. See nameplate for clearance from cooking surface to front lower edge of hood. Exact hood hanging should be verified with local authorities having jurisdiction. Note: If there are wrappers with the order, measure down from the ceiling the height of the wrappers. That will be the top hanging height of the hood as long as the front lower edge of the hood is within the clearance requirement from the cooking surfaces. If the hanging height based on wrappers does not fall in this range, contact your local office. 3. If the hood has a back return, install it now. See the Installation of Hood Accessories section. 4. If the hood has a bolt- together standoff, install it now. See the Installation of Hood Accessories section. 5. If the hood has duct thermostats, install them now per the thermostat installation drawing. 6. Position hood on the floor in its approximate final position with the supply and exhaust risers on the hood located directly beneath the corresponding openings in the roof, if possible. It is 6 advisable to finalize the location using a plumb -bob or laser. Protect the hood when it is on the jacks to avoid dents, scratches, and other damage to the hood. 7. Proceed to weld exhaust duct to hood while on the floor, if possible. 8. Use 1/2" threaded rod to hang hoods. Drill 9/16" holes in the structural support system or use Unistrut® to line up with the welded -on angle mounting brackets on the hood. There are several types of mounting brackets depending upon the hood type; each, however, has a predrilled hole. See Figure 2 for detail. The structural integrity of the structural support system is the responsibility of the contractor and the structural engineer. There are also center hanging angles on hoods 12 feet in length and longer. Some backshelf hoods do not have hanging angles and must be anchored to back wall using the standing flange provided. Structural lagbolts must be used every 12 inches on center maximum and must be secured to studs behind wall. 9. The spacing on the hole for the modified support should line up with the mounting bracket on top of the hood. The top hanger should be 1/2" closer to the back wall than the mounting bracket on the hood to pull the hood against the wall. See Figure 3. 10. With the hood well protected against possible scratching, raise the hood into position using high lifts or equipment jacks at each end to keep the hood level. When the hood is elevated to the proper height, install 1/2" threaded rod between each mounting bracket on the hood and the modified support. Secure rods with heavy duty nuts and appropriately sized fender washers above and below the hanging angle. 11. Make final adjustments as needed to ensure the hood is hung level. Maintain tension on all rods to ensure the hood weight is evenly distributed. If it is necessary to stand or work on top of the hood, use pieces of plywood to evenly distribute weight on the hood so no damage occurs. 12. Brace hood to ceiling joists and wall(s), as applicable, so that the hood does not move. Secure hood to wall in a manner acceptable to the authority having jurisdiction. 13. If the hood has Back and /or Side Perforated Supply Plenums (i.e. PSPs), install them now. See the Installation of Hood Accessories section. 14. If an AC -PSP is to be installed with the hood, install it now. See the Installation of Hood Accessories section. 15. Install the exhaust ductwork. The entire exhaust duct system must be continuously welded, liquid tight unless it is Listed Factory Built Grease Duct. The duct must be welded to the hood exhaust collar and the roof curb cap must be welded to the exhaust duct. See Guidelines for Ductwork Installation - By Others. 16. Install the supply ductwork. See Guidelines for Ductwork Installation — By Others. 17. If the hood is equipped with a control unit, an installation wiring diagram will be provided inside of the control unit. The jobsite electrician is responsible for making the appropriate field connections. This includes all lights and duct/hood mounted thermostats. 18. If the hood is equipped with a factory prepiped fire suppression system, a certified fire system installer is responsible for completing the field hookup, testing, and certifying the system in accordance with the manufacturer's specifications and the local fire codes. If the hood is not prepiped, a certified fire system installer is responsible for installing, testing and certifying the system in accordance with the manufacturer's specifications and the local fire codes. 19. If the hood is equipped with wrappers (enclosure panels), end panels, and /or backsplash panels, install them now. See the Installation of Hood Accessories section. 20. Caulk the lower edge of the hood where it meets the wall. 21. Install light bulbs, light globes, and grease filters in the hood. 22. Install grease cups in the brackets /slots provided. 23. Use a stainless steel polish to clean the hood of dust or dirt acquired in transit. 24. It is recommended that the protective plastic sheeting remain on the installed hood until construction is complete, so as to avoid any damage to the equipment. WARNING: NEVER PUNCTURE THE HOOD GREASE CONTAINMENT AREA TO HANG HOOD OR TO HANG ITEMS FROM HOOD. PUNCTURING THE GREASE CONTAINMENT AREA WILL VOID WARRANTY AND LISTING ON HOOD. 7 Basic Hanging Angle 1/2' DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE STEEL HANGING ANGLE 1/2' DIA, HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY Full Length Hanging Angle 1/2' DIA ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE Figure 2A STEEL HANGING ANGLE //I 1/2' DIA. HEAVY DUTY NUT AND WASHER — ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE — PUNCHED AT EACH END AT FACTORY Figure 2B 8 Corner Hanging Angle 1/2' DIA, ALL THREAD ROD � CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE STEEL HANGING ANGLE 1/2' DIA, HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY PSP Hanging Angle 1/2' DIA, ALL THREAD ROD -\ CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE Figure 2C STEEL HANGING ANGLE 1/2' DIA, HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY Figure 2D 9 Side View of Typical Hood Y -1/2'° Y f- RIF 1 /2f SHORTER THAN DIMENSION 'X' BELOW Q SUPPORT STRUCTURE BY OTHERS I I FACTORY HANGING ANGLE HOOD "X' End-to-End Hoods SIDE VIEW OF TYPICAL HOOD Figure 3 The following is a step -by -step procedure for installation of end -to -end ventilation hoods. Refer to Figures 4 and 5. 1. Follow steps 1 through 10 of the Installation of a Single Hood section for each hood. 2. Adjust tension on hanging rods to position hoods so they fit flush with each other as shown in Figure 4. 3. Bolt the top of the hoods together. See Figure 5. 4. Once all of the hoods are hung, follow steps 11 through 19 of the Installation of a Single Hood section. 5. NOTE: Hoods having more than a 1/8" gap between them must be repositioned so that gap between hoods is <= 1/8 ". Run a bead > =1/8" of silicone sealant along the lower horizontal seam of the two hoods. Slip the U- channel trim, if applicable, over the seam as shown in Figure 4. Tape can be used to hold the U- channel in place until the silicone cures. U- channel is not required on hoods with Flanged ends. 6. Run a bead of the same silicone sealant along the front vertical seam between the two hoods. Slip the T -strip trim between the hoods if applicable. See Figure 5. T Strip is not required on hoods with flanged ends and fully welded, ground, and polished corners. 10 7. Proceed with steps 20 through 23 of the Installation of a Single Hood section. Hanging Detail for Multiple Hood Models Hung End -to -End (Hemmed Ends) LET UP ON TENSION SLIGHTLY TO BRING H ®OS TOGETHER AT BOTTOM THREADED ROD TO .JOISTS BY INSTALLING CONTRACTOR U— CHANNEL TRIM Figure 4A I /2' FLATTENED HEM titian R? \\\\N.s.,s,..,__.._— S/S U— CHANNEL TRIM Hanging Detail for Multiple Hood Models Hung End -to -End (Flanged Ends) LET UP ON } TENSIQJ 1 SLIGHTLY \ \I TO BRING HOODS TOGETHER AT BOTTOM 1 THREADED ROD TO JOISTS BY INSTALLING CONTRACTOR Figure 4B 11 HOOD pZ El SILICOPE BEAD Hood Connection Detail for Multiple Hood Models (Hemmed Ends with Trim Strip) TOP Or HOOD 00NNCC1I04 DRAGNET 0/D' NIT TENOR VA.ER-\ TD' DIA THREADS [N LRO .. D 00404 919 THREADED REV MD NITS SURPLWO D1 CONTRACTOR HMI 0? MOD RI MOD NP STEEL MLLE FA^-TON va0E0 TO END Or EACH .00D TO DE BOLTED TOETHE0 TO BRAN FOODS FLUSH TOGCTHER 1/r WIDE T- STOP TRRN 1000 NN 1003 BUTT TOWN.. NUN 1 -STAP TRP LYE DETAIL) Figure 5A HOOD CONNECTION DETAIL Hood Connection Detail for Multiple Hood Models (Flanged Ends w /out Trim Strip) 0 /0' 011 l5 FENDED 3/C i O ROB RR ` 6 DR R D O OLT HOOD 09 CONNECTION HOLES HOLES FTmVTD0 IN HOOT DID DA TO 00 0RTE0 1000100 TO DRAY HECDS FLUSH TOGETHER TOP Di HOOD HIM DC FMS 0071 OMETHE1R AND 0E7 CAULKED )SEE ➢ETA]U HOOD 01 Figure 5B 12 CALLA HOODS DCFORE lan4D Tasrerc 4000 Al 1400D CONNECTION 11ETAH 4000 Q Back -to -Back Hoods The following is a step -by -step procedure for installation of back -to -back ventilation hoods. Refer to Figures 5 and 6. 1. Follow steps 1 through 10 of the Installation of a Single Hood section for each hood. 2. Adjust tension on hanging rods to position hoods so they fit flush with each other as shown in Figure 6. 3. Bolt the top of the hoods together by sliding a threaded rod through the connection bracket slots and fastening it into position by using heavy duty nuts and washers. See Figure 5. 4. Once all of the hoods are hung, follow steps 11 through 19 of the Installation of a Single Hood section. 5. Run a bead > =1/8" of silicone sealant on the lower horizontal seam between the two hoods. Slip the U- channel over the seam as shown in Figure 6. Tape can be used to hold the U- channel in place until the silicone cures. 6. Run a bead of the same silicone sealant along the side vertical seam between the two hoods. Slip the T -strip trim between the hoods. See Figure 5. T Strip is not required on hoods with flanged ends and fully welded, ground, and polished corners. 7. Proceed with steps 20 through 23 of the Installation of a Single Hood section. Hanging Detail for Hoods Hung Back -to -Back LET UP ON 1 TENSION SLIGHTLY TO BRING HOODS TOGETHER AT BOTTOM 1 U- CHANNEL TRIM THREADED ROD TO JOISTS BY INSTALLING CONTRACTOR HUUD tll FLATTENED HEM HOOD p\ HANGING DETAIL FOR HOODS HUNG BACK -TO -BACK Figure 6 13 S/S U- CHANNEL TRIM Guidelines for Ductwork Installation Ductwork is furnished by supplier only if specified by the customer. The following information is provided as a guideline only. Ductwork should be installed in accordance with the local codes and restrictions. It is the responsibility of the installer to check local codes prior to installing the ductwork. 1. All ductwork must be installed in the most direct manner possible. 2. Exhaust duct must be made of 16 gauge carbon steel, 18 gauge stainless steel or must be listed for use with commercial kitchen hoods and follow the manufacturer's listing. 3. Per NFPA 96, all exhaust duct seams and joints must have a continuous liquid tight external weld; exception would be Listed Factory Built Grease Duct. 4. Exhaust risers on the hood have been sized to achieve a velocity of 500 -2200 FPM, per NFPA 96, based upon the CFM required for the hood. Maintain the area of each riser when connecting duct offsets or transitions. 5. Branches should enter at gradual expansions and at a preferred angle of 30 degrees or 45 degrees if necessary. 6. When a "pantleg duct" is required to bring two ducts into one exhaust fan, observe the following in order to obtain desired performance: a. Use ONLY radius back and radius throat elbows. 2 to 2.5 diameter center line radius is recommended. b. Maintain the distance between the center lines of exhaust ducts at a maximum of 12' apart. c. The main duct going to the exhaust fan must be the sum of the area of the separate legs. 7. Supply air risers are sized around a maximum of 600 FPM. Maintain this area when installing ducts. 8. Do not use "flexible" type duct for supply duct. Only rigid type duct installed in accordance with SMACNA Low Pressure requirements will be acceptable. 9. Access Doors should be provided at the sides or at the top of the duct, as well as changes of direction. Please refer to your AHJ if questions on requirements for horizontal and vertical duct run. 10. IMPORTANT: When a fusible link is installed in the make -up air damper at the hood collar, an access door must be cut into the supply duct by the installer. 14 Installation of Hood Accessories Back Return Installation 1. Locate the assembly and unpack the product from the crate, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. If the supply risers are to be field cut, cut the risers in as desired. NOTE: For factory cut supply risers, the manufacturer installs a 2" vertical flange around the opening. This flange is intended to slip inside a supply boot that is provided by the installer. 3. Locate the wall and ceiling joists which will support the assembly. 4. Use 1/2" threaded rod to hang the back return. Install the threaded rod and angle or Unistrut® that will be used to hang the assembly from the ceiling joists. Drill 9/16" holes as needed in the angle for the threaded rod. Be sure to line up with the welded -on angle mounting brackets on the back return. 5. The back return is typically hung so its top edge is the same height as the top edge of the hood. See Figure 7. Refer to Step 2 in the Installation of a Single Hood instructions to determine the hood and back return hanging heights. 6. Slowly raise the back return until hanging rods can be attached to the hanging angles. It is advisable to do this before the back return reaches its final height. NOTE: Please use caution as weight is not proportionally dispersed. Install the threaded rod into the back return hanging angles and use heavy duty nuts to secure the connection. 7. Make sure the back return is level. Secure to wall in a manner acceptable to the AHJ. 8. If there are multiple back return sections, install the remaining sections now. Use caulk and the T -strip trim between adjacent back return sections. See Figure 8. 9. Peel the protective plastic coating on the back return down below where the bottom edge of the hood will rest against it, so it does not remain behind the hood. 10. Caulk the seams between the wall and the back return assembly after the hood and all other accessories have been installed. 15 Section View of Typical Hood with Back Return Back Return — Multiple Sections STRUCAnnAL SORT RESPUS01LIn or THE AO TKURE CENTRO, WA MO SW CIURAL CLWOR. we• THREADED ROE NT MORN hi DACE AL,. SECTION VIEW OF TYPICAL HOOD WITH BACK MORN Figure 7 WELDED WAILING ANGLE Figure 8 16 Bolt- Together Standoff Installation 1. Unpack the standoff panels from the shipping container, being very careful not to dent or scratch the panels. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Mount the end caps for the back standoff to the hood securely with self- tapping sheet metal screws. Clamp the back standoff and the hood together before screwing so they do not shift. See Figure 9. 3. Place the back standoff filler piece into place flush with the rear bottom edge of the hood and secure with self- tapping sheet metal screws. 4. Continue with hood installation instructions. 5. After the hood installation is complete, secure the bolt- together standoff to the wall or other hoods as applicable in a manner acceptable to the authority having jurisdiction. Bolt Together Standoff Installation Figure 9 17 Mount the end caps for the back standoff to the hood securely, with self - tapping sheet metal screws Place the back standoff filler piece into place. Mount the filler piece using self - tapping sheet metal screws. Attach the back standoffs to the wall, if necessary. Back and Side PSP (Perforated Supply Plenum) Installation 1. Locate the assembly and unpack it from the crate, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Upon completion of the hood install, install the back PSP first. Then if applicable, install the side PSPs. 3. If the supply risers are to be field cut, cut the risers in as desired. 4. Locate the ceiling joists which will support the assembly. If using Unistrut®, then securely attach to the ceiling joist. 5. Use 1/2" threaded rod to hang the PSP. Install the threaded rod and angle that will be used to hang the assembly from the ceiling joists. Drill 9/16" holes in the angle if not using Unistrut®. Be sure to line up with the angle mounting brackets on the PSP. 6. Peel the protective plastic coating on the hood down below where the bottom edge of the PSP will rest against the hood, so it does not remain behind the PSP. 7. Move the PSP into position as indicated by the project submittal drawings; lining up the top edge of the PSP with the top edge of the hood. Remove the protective coating from the back of the PSP. See Figure 10. 8. Install the threaded rod into the PSP hanging angles and use heavy duty nuts to secure the connection. Adjust tension on hanging rods to position PSP so it fits flush with the hood. NOTE: Do not apply too much tension; otherwise, a gap between the PSP and Hood will be created at the bottom. 9. Install additional PSPs, if applicable, in the same manner. 10. Where applicable, use sheet metal screws to secure the PSP attaching bracket on top of side PSPs to front PSP. See Figure 11. 11. Caulk the seams between the hood(s) and each PSP assembly, as well as between adjacent PSP assemblies (if applicable) after the hood(s) and hood accessories have been installed. An isometric view of the hood assembly for a model PSPFBSS is shown in Figure 12. PSP Installation on Model PSPFSS PSP HANGING ANGLE SIDE PSP < SHIPS LOOSE FDA FIELD INSTALLATODO SOX PSP CSHIPS LOOSE FOR FIELD INSTALLATION) Figure 10 18 FRONT PSP (SHIPS ATTACHED PC 1 ®) PSP ATTACHING BRACKET Attachment of Side PSP Figure 11 PSP with a FBSS Configuration �SIOE PW - �li• ONCE ASPS ARC ALIGNER W ELD. USE SIEET METAL SETTEES O OTNER SIRE OE PSP ATTACHING ORAESET TO SECURE CONNECTION OCTVEEN PSPS. Figure 12 AC -PSP Installation 1. Locate the assembly and unpack it from the crate, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. If the supply risers are to be field cut, cut the risers in as desired. 3. Locate the ceiling joists which will support the assembly. If using Unistrut®, then securely attach to the ceiling joist. 19 4. Use 1/2" threaded rod to hang the AC -PSP. Install the threaded rod and angle that will be used to hang the assembly from the ceiling joists. Drill 9/16" holes as needed in the angle for the threaded rod. Be sure to line up with the welded -on angle mounting brackets on the AC -PSP. 5. Peel the protective plastic coating on the hood down below where the bottom edge of the AC- PSP will rest against the hood so it does not remain behind the AC -PSP. 6. Move the AC -PSP into position as indicated by the project submittal drawings; lining up the top edge of the AC -PSP with the top edge of the hood. Remove the protective plastic coating from the back of the AC -PSP. See Figure 13a and 13b. 7. Install the threaded rod into the AC -PSP hanging angles and use heavy -duty nuts to secure the connection. Adjust tension on hanging rods to position AC -PSP so it fits flush with the hood. 8. Caulk the seams between the hood(s) and the AC -PSP assembly, as well as between adjacent AC -PSP assemblies (if applicable) after the hood(s) and hood accessories have been installed. AC -PSP Installation AC -PSP Installation Hand-, Figure 13A 71/2' THREADED R® OTHERS Figure 13B 20 `AC -PSP ACCESSOR'r Wrapper (Enclosure Panel) Installation 1. Unpack the wrapper panels from the shipping container, being very careful not to dent or scratch the panels. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Locate one of the side wrapper panels and position it on the hood so that the 1/2" flange on the bottom of the panel slips underneath the side channel on top of the hood. See Figure 14A: Wrapper Detail. NOTE: A notch will have to be cut on the wrapper flange using shears (tin snips) where interference occurs, where applicable. See Figure 14B: Top Hood Seam Detail. 3. Press fit panel into place until wrapper face is flush with hood face. Screw or pop -rivet wrapper to the side channel and wall. See Figure 14C: Wrapper Detail and Rear WaII Attachment. 4. Locate front wrapper panel. Position its lower 1/2" flange under front channel on hood and slide panel into position, so that the end of front panel is behind the 90 degree bend of the side panel. See Figure 14D: Front Corner Assembly. Once in place, press fit the lower flange of the front panel into the front channel in order to have wrapper face flush with the front of the hood. Screw or pop -rivet bottom of front panel to the front channel. 5. Drill appropriate holes and rivet front to side wrapper panel. See Figure 14D: Front Corner Assembly. 6. If multiple panels are used, a stainless trim piece will be provided to attach multiple panels together (i.e. hood is side to side, hood is back to back to another, or the wrapper length exceeds 16 feet). Attach the panels by slipping them behind the stainless trim and fastening with screws or rivets. See Figure 15. NOTE: Trim will have to be cut to fit. In most instances, trim should extend from bottom of hood to top of wrapper panel. 7. Locate the other side panel. Repeat steps 2 and 3. Attach to front wrapper panel as instructed in step 4. NOTE: In most instances where hood is located against a side wall, fasten the front wrapper panel to the wall. See Figure 14E: Side Wall Attachment. 8. Caulk all gaps and seams after the hood(s) and hood accessories have been installed. Wrapper Detail WRAPPER RAC-TRY MOUNTED CHANNEL SCPEW OP POP- RIVET IPOSITION BOTTOM -\ 1 /2" FLANGE 1 OF WPAPPEP LNDEP ,CHANNEL ,-TOP OF HOOD} Figure 14A 21 FIDE OF HOOD Top Hood Seam Detail (Not on all models) FACTORY C-CHANNEL Rear Wall Attachment NOTSH ECDTIIPED --- dHEPE TEAM MEET 'PAPPE-- TOP SEAM Ok HOOD Figure 14B FASTEN SIDE WRAPPER TO WALL INSIDE OF SIDE PANEL Figure 14C 22 Front Corner Assembly rL,AIIE FRONT PANEL _',CEP • ' -i DE_,kEE MENU OF `.IDE PANEL AND \. ?E\,.' OR POP-RIVET INTO = OSITION \\ SIf.'E WRAPPER PANEL FIELII DRILLED -- HOLES FOR non- ?[VETS Side Wall Attachment Figure 14D STAINLE``S Poe - RIVETS BY OTHERS 1' FFIO'.T wRAPWER eANEL FIELD SUPPLIED ANGLE INSIDE OF FRONT PANEL FASTEN FRONT WRAPPER TO WALL Figure 14E 23 Completed Wrapper Assembly INSTALLER TO FASTEN WRAPPER TO FACTORY CHANNEL WALL PRESS FIT UNTIL PANEL FACES ARE FLUSH WITH HOOD AND POP RIVET OR SCREW PANELS TO CHANNEL A WRAPPER WRAPPER PANELS FLANGED FOR RIGIDITY -- WRAPPER END FRONT \ CANOPY HOOD Completed Wrapper Assembly on End -to -End Hoods WALL PRESS FIT UNTIL PANEL FACES ARE FLUSH WITH HOOD AND POP RIVET OR SCREW PANELS TO CHANNEL INSTALLER TO FASTEN WRAPPER TO FACTORY CHANNEL WRAPPER PANELS FLANGED FOR RIGIDITY ---WRAPPER END IWRAPPER FRONT CANOPY HOOD Figure 15 24 End -panel Installation 1. Unpack the end - panel(s) from the shipping container, being very careful not to dent or scratch the panels. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Refer to the project submittal drawings to determine mounting location. 3. Position the end panel with the kinked top located flush against the inside of the hood end and the rear flange located flush against the rear wall and facing toward the interior of the hood. Refer to Figure 16. 4. Attach the top edge of the end -panel to the end of the hood using the acorn nuts provided. 5. Secure the rear flange to the wall using stainless steel sheet metal screws, being sure to keep the end panel straight vertically. 6. Caulk all seams between the end -panel and the hood after the hood(s) and hood accessories have been installed. End panel Installation (Hoods with Hems on Ends) Figure 16A End panel Installation (Hoods with Flanges on Ends) CAULK AANDNSTU NDPANEL 1 /4' THRU HOLES (TYPICAL OF 4) Figure 16B 25 ENDPANEL Quarter End panel Installation 1. Refer to Figure 17. 2. Follow steps 1 through 6 of the end panel Installation instructions. Quarter End panel Installation (Hoods with Hems on Ends) LI /L' THRU HOLES (TYPICAL OF 4) Figure 17A Quarter End panel Installation (Hoods with Flanges on Ends) THRU HOLES TYPICAL OF 4) Figure 17B 26 Insulated End panel Installation 1. Refer to Figure 18. 2. Follow steps 1 through 6 of the end -panel Installation instructions. Insulated End panel Installation (Hoods with Hems on Ends) REAR FLANGE) NDPANEL 1/4' THRU HOLES (TYPICAL OF 4> Figure 18A Insulated End panel Installation (Hoods with Flanges on Ends) • CAULK BEAD _if HOD AAF]IS[:gyp NSTU{J b-� \ / \`HEM KINK J ENDPANEL 71INSULATION ``ff11 II II 11 11 11 11 11 11 II 11 11 11 11 REAR FLANGE) ENDPANEL NSULATION NDPANEL 1/4' THRU HOLES (TYPICAL OF 4) Figure 19B 27 Backsplash Installation 1. Unpack the backsplash panels from the shipping container, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Refer to the project submittal drawings to determine mounting orientation (vertical or horizontal) and mounting location. If panels intended for the same wall are of different widths, position them in a symmetrical arrangement. 3. Determine whether or not cutouts are required to accommodate electrical outlets, pipes, etc. and make appropriate cutouts being careful not to crease the backsplash panels. 4. Secure panels and trim pieces to the wall using construction adhesive. See Figure 19. Standard Backsplash WALL _lU PA KS�L =SH PL ELS SLIDE P"10 END Cat' STR:= Figure 19 28 BALKSPLASH 1-'4NELS ::LIRE INTO DI✓ICEP 84; Insulated Backsplash Installation 1. Follow steps 1 through 3 of the Backsplash Installation instructions. 2. Slide the top flange behind the lower rear edge of the hood. Secure the bottom flange to the wall using stainless steel sheet metal screws. See Figure 20. 3. If there are multiple insulated backsplash sections, install the others now. 4. Caulk the seams between the wall and the insulated backsplash panel after the hood(s) and hood accessories have been installed. Insulated Backsplash INSULATED BACKSPLASH SLIDE TOP rLANGE BEHIND LOWER REAR EDGE OF HOOD FLANGES LOCATED AT TOP AND BOTTOM Figure 20 29 STAINLESS STEEL BACKSPLASH INSULATED WITH 1' THICK DUCTBDARD WITH FOIL BACKING OPERATION Commercial kitchen ventilation hoods are intended to be used in conjunction with ductwork and fans, which have been properly sized and properly installed in accordance with manufacturer's specifications and local code requirements. Before turning on cooking equipment, make sure that the make -up air and exhaust fans are on. Leave fans on for at least 30 minutes after cooking equipment is shut off. Clean hood as needed to comply with local code requirements and as directed in the Maintenance section of this manual. Performance Evaluation A performance evaluation of the system can be performed only after all of the following items have been verified: 1. All fans are operational and rotations visually verified by observation of the arrows stamped on them. 2. All filters are in place. 3. Equipment under the hood is in place and operational. 4. HVAC units are in place and operational with blowers operating correctly. Guidelines before Beginning The testing and balancing of a system is necessary to ensure proper and efficient operation of the system as it was designed. In any building where effluent and hot air is removed, the mass of air must be replaced to maintain a constant pressure in the space. Any change in the pressure differential between inside and outside air will in some way affect the operation of a system; most commonly that affect is a negative one. A test and balance, as well as the simple performance test in International Mechanical Code Section 507.16.1 should be included in all jobs; code inspectors are increasingly enforcing these requirements. Requirements in the 2006 IMC, which is currently effective in most parts of the United States, are as follows: "507.16 Performance test. A performance test shall be conducted upon completion and before final approval of the installation of a ventilation system serving commercial cooking appliances. The test shall verify the rate of exhaust airflow required by Section 507.13, makeup airflow required by Section 508, and proper operation as specified in this chapter. The permit holder shall furnish the necessary test equipment and devices required to perform the tests. 507.16.1 Capture and containment test. The permit holder shall verify capture and containment performance of the exhaust system. This field test shall be conducted with all appliances under the hood at operating temperatures, with all sources of outdoor air providing makeup air for the hood operating and with all sources of recirculated air providing conditioning for the space in which the hood is operating. Capture and containment shall be verified visually by observing smoke or steam produced by actual or simulated cooking, such as with smoke candles, smoke puffers, etc." The simplest means of doing the performance test is using a T -T puffer from www.evhill.com. Activate the puffer and use it to trace effluent around the entire perimeter of the hood, emitting smoke every few inches under the lower edges of the hood. 30 External Factors which may affect Hood Performance 1. HVAC units are generally specified to supply 25% outside air (OA) to the room ventilation. If RTU's are not supplying the proper amount of OA to the building, then negative pressure will exist. 2. HVAC return grilles located close to a hood can cause performance problems. The return grille competes with the hood to capture air in the room. For example, a return grille for a 10 -ton HVAC unit can draw anywhere from 3000 to 4000 CFM. This is equivalent to the exhaust of a 10' to 13' canopy hood. As a result, a return air grille located within six feet (6') of the hood can have a serious effect on the capture ability of the hood. 3. HVAC diffusers located near a hood can create flows in the room that detract from the capture ability of the hood. If the HVAC diffuser bounces air off the front of the hood or directs air along the hood and past the end, the air flow created can draw smoke and contaminants out of the hood. Using a Shortridge Instrument The Shortridge is a sophisticated instrument that, with its built -in features, is basically a self contained test and balance kit. It has a "velocity grid" for filter face readings, a "velocity probe" for ductwork readings, a "differential pressure" function to check room pressure and static pressure, as well as a "temperature probe" so it can calculate accurate values based on varying temperature (most equipment assumes standard temperature and pressure), and many other useful features. Hood Information To calculate the CFM, the following information must first be acquired: 1. Hood size and length 2. Filter size and length 3. PSP width and length Measuring Hood Static and Room Pressure Static Pressure: 1. Measure hood static pressure at exhaust collar using the Shortridge instrument. Static Pressure = Room Pressure: For an exhaust hood to work properly, the kitchen should be at a slight negative pressure to the dining area (caused by its air removal) and the building overall slightly positive. The dining room should be a slight positive to the outdoors and the kitchen +0.02" w.c. or about 300 CFM positive. This will keep dust and bugs outside and doors will be easy to open. The kitchen should be a slight negative to the dining room to keep the odors in the kitchen. The kitchen should be balanced to slightly negative, 0" to - 0.02" w.c., to the dining room. Generally, if there is not enough negative, or if there is positive pressure there will be smoke roll out from the hood that occurs due to the wind currents from people moving around in the area, while if there is too much negative, there becomes a pressure problem on the building(opening doors, drafts, hot water heaters, etc.) 1. Measure room static pressure using the Shortridge instrument. Adjust the supply fan to set room to 0.02" negative to dining area. Room Pressure = 31 Calculating Make -up Air CFM with a Shortridge Instrument and Spreadsheet 1. Use the Velgrid mode of the Shortridge instrument to measure supply air velocity. Make sure to take measurements every twelve (12) inches along the length of the PSP. 2. Locate the appropriate Excel spreadsheet for the PSP /Supply velocity and record all necessary data. This spreadsheet will calculate the total supply CFM for the hood. 3. The spreadsheet is located on the manufacturer's website. Calculating Make -up Air CFM without a Shortridge Instrument 1. Compute the open area of the supply plenum of the hood. This area must be calculated at the same plane that velocity readings are taken. Area can be calculated using the following formula: Area (ft2) = Length (ft) x Width (ft) If both the length and width are measured in inches, use the following formula: Area (ft2) = Length (in) x Width (in) / 144 2. Record velocity of air through supply openings from left to right on raw data sheet. 3. Compute and record average velocity through supply openings. 4. Compute and record CFM through supply openings. CFM = Free area x Average Velocity 5. Compute total CFM through all supply openings for each hood. Calculating Exhaust Air CFM with a Shortridge Instrument and Spreadsheet 1. Use the Velgrid mode of the Shortridge instrument to measure the velocity at each filter. 2. Locate the appropriate Excel spreadsheet for the exhaust velocity and record all necessary data. This spreadsheet will calculate the total exhaust CFM for the hood. Calculating Exhaust CFM without a Shortridge Instrument 1. Record filter sizes of each hood on raw data sheet. 2. Compute free area of the filters. Examples: 16 "x16 " = 14x14 = 1.36ft2 10 "x20" = 8x18 = 1.00 ft2 12 "x16" = 10x14 = 0.97 ft2 3. Record velocity of exhaust gases through filters starting top left to right (5 reading /filter). 4. Find average velocity through each filter. 5. Compute CFM through each filter. CFM = Free area x Average Velocity 6. Total the exhaust CFM for each hood. 7. Multiply total exhaust CFM x 0.78 (this is the K factor necessary when using the EDRA velometer). 32 Adjustments 1. A hood with multiple risers should be balanced according to the cooking Toad beneath it. For example, if a hood with multiple risers has a charbroiler in the center and several ovens on the ends, the risers should be evenly balanced. This will achieve the most efficient contaminant capture. 2. Perforated supply plenums discharging air around the hood should be set to the designed discharge velocity. 3. When fan pulleys are adjusted, belts should then be re- checked for correct tension and an amperage reading should be taken on the motor to make certain it is not overloaded. 4. The prime objective of balancing is to ensure that each hood will capture all the contaminants produced by the equipment it covers without causing undesirable conditions in the kitchen (i.e. excessive negative pressure, excessive quantities of hot or cold air in the kitchen, etc.) If problems occur, then refer to the Troubleshooting Section of this manual. Conclusion 1. Compare specified data to the data recorded. Adjust exhaust as necessary using adjustable pulley on fan. Adjust supply as necessary using dampers on supply risers and adjustable pulley on supply fan. 2. After setting hoods to specified data, the room parameters should be checked. 3. If room parameters are not acceptable yet, the hood can be modified to improve them without decreasing hood performance. This is an acceptable condition. 4. Use a smoke bomb to verify that the hood captures adequately. This can be your final verification. Complete Equipment List for Performance Evaluations • Closed End Wrenches (9/16, %, 7/16, 3/8, 5/16, '/<) • Socket Set & Ratchet (9/16, 'h, 7/16, 3/8, 5/16, %) • Extension for Ratchet • Cheater Bar • Screwdrivers (Phillips & Standard, Short & Long) • Adjustable Wrenches (Large & Small) • 5/32" 9" Long Allen Wrench • Multi -key Hex Set (Standard Assortment) • Tape Measure, Hammers (Hard & Soft) • 2- Channel Locks • Vise -Grip Pliers (Medium Size) • Shortridge Air Multimeter • Velometer or similar unit, Edra 5LV or Davis LCA6000 recommended • Manometer or similar unit, Dwyer Magnehelic Model #2000 -00 recommended • Work Gloves • 6' Step Ladder • 20' Extension Ladder • Tachometer (Mechanical) • Amprobe (Volt & Amp Meter) 33 Troubleshooting The following table lists causes and corrective actions for possible problems with exhaust hoods. Review this list prior to consulting manufacturer. Troubleshooting Chart Problem Potential Cause Corrective Action Smoke is not being captured /Low Exhaust Filters are clogged Clean filters Extreme negative pressure in space Increase MUA Quantity to balance building Exhaust Fan operating in incorrect direction Check motor wiring to wiring diagram located on fan motor Hood overhang on appliance is not correct Hood should overhang cooking appliances adequately Exhaust airflow too low Increase exhaust fan RPM /HP Exhaust Duct Static Pressure higher than design Increase exhaust fan RPM /HP or have ductwork re- worked No Exhaust Exhaust Fan not running Tum fan disconnect on Check fan belts Check circuit breaker / voltage Exhaust Fan running backwards Wheel should tum per rotation arrow on fan 3 Phase Motor direction may be reversed by switching any 2 leads 1 Phase Motors must be wired per their label Fan is on incorrect hood Make sure electrical package is controlling the correct fan No Make -Up Air Make -Up Air Fan not running Tum Fan disconnect on Check fan belts Check circuit breaker /voltage Make -Up Air Damper closed Ensure blades open on damper Make -Up Air Fan running backwards Wheel should turn per rotation arrow on fan 3 Phase Motor direction may be reversed by switching any 2 leads 1 Phase Motors must be wired per their label Make -Up Air Duct Static Pressure higher than design Eliminate flexible ductwork and remove number of elbows in duct. Clogged Make -Up Air Filters Clean filters Fire System activated or not armed Microswitch on Fire System is keeping make -up air from operating and fire system must be armed Exhaust/Make -Up Air Motor cycles on and off Motor Over - amping Make sure motor amperage is below FLA of motor label Ensure motor wiring is adequately sized Exhaust air temperature too high Increase exhaust airflow or use higher temperature rated motor Grease does not drain Grease trough full Clean grease trough behind hood filters Grease dripping from hood Hood not being cleaned often enough Clean surface of hood more frequently Exhaust rate too low Speed up exhaust fan Hood is vibrating Vibrating Exhaust or MUA Fan Find source of vibration in fans and correct (Often times a rag or other debris will be in exhaust fan wheel) Light Globes are full of fluid Duct Leak above hood Check ductwork or fan to roof connection for leaks and seal where necessary 34 MAINTENANCE To guarantee trouble free operation of this hood, the manufacturer suggests following these guidelines. Most problems associated with hoods are directly related to poor service and maintenance such as not replacing or cleaning filters. Please record any maintenance or service performed on this fan in the documentation section located at the end of this manual. General Maintenance 1. Proper operation of the hood depends on how well the hood is maintained. All surfaces should be kept free of grease build -up for sanitation reasons and to reduce the risk of fire. 2. Grease filters must always be installed and clean to reduce build -up of grease in the exhaust duct and to allow for proper exhaust airflow. 3. Maintain all belts, motors, and electrical connections on fans attached to the hood. Ensure MUA filters are kept clean and there are no leaks in MUA ductwork. Daily Maintenance 1. Remove the grease baffle filters and clean in a dishwasher or soak sink daily. 2. Empty and clean grease drain and grease collection cups. 3. Carefully wipe away gritty substances clinging to stainless steel surfaces to avoid scratching. 4. Dilute '/2 cup of laundry detergent (e.g. Tide) with one (1) gallon of warm water. 5. Soak a clean cloth in the water detergent solution and wring out the excess water. 6. Wipe the hood surfaces moving in the direction of the grain and periodically rinsing cloth in detergent solution. 7. Using a different clean cloth soaked in clean warm water, wipe the hood surfaces to remove all traces of the detergent solution. 8. Wipe hood surfaces dry with a clean, dry cloth. Clean the hood temperature sensor in riser if equipped with one. 9. Reapply stainless steel polish. Quarterly Maintenance 1. Inspect the unit and duct for grease or air leaks and repair leaks where required. 2. Clean ductwork attached to hood to prevent a mass accumulation of grease. 35 Start -Up and Maintenance Documentation START -UP AND MEASUREMENTS SHOULD BE PERFORMED AFTER THE SYSTEM HAS BEEN AIR BALANCED (Warranty will be void without completion of this form) Job Information Job Name Address City State Zip Phone Number Fax Number Contact Purchase Date Hood Information Service Company Address City State Zip Phone Number Fax Number Contact Start-Up Date Refer to the start-up procedure in this manual to complete this section. Name Plate and Unit Information Model Number Job Number Maintenance Record Date Service Performed Date Service Performed Factory Service Department Phone: 1- 866 - 784 -6900 Fax: 1- 919- 554 -9374 A0011051 August 2009 Rev. 3 April 22, 2010 • CityofT IP E• Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Tricia Russel Cortland Morgan Architect 711 N Fielder Rd Arlington, TX 76012 RE: Correction Letter 141 Mechanical Permit Application Number M10 -019 Chowking/TokyoTokyo —1379 Southcenter Mall Dear Ms. Russel, 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 Johnson 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) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M10-019 W:\Permit Center\Correction Letters\2010\M10 -019 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 a Phone: 206- 431 -3670 0 Fax: 206- 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 21, 2010 Project Name: Chowking/Tokyo Tokyo Permit #: M10 -019 Plan Review: Allen Johannessen, Plans 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 1 1x17 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. Plan cover sheet General Notes make reference to California mechanical code and energy codes. Remove all references for California codes and revise all applicable code notes to refer to International Mechanical codes, Uniform Plumbing codes, Washington State Energy codes and all other code references relative to local Washington State and international codes. 2. The floor plan has changed to accommodate an additional restroom fixture. Show revision to floor plan to for consistency with all plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 17, 2010 r City of Tukwila 1 Jim Haggerton, Mayor Department of Community %'eVelopment Jack Pace, Director Tricia Russel 711 N Fielder Rd Arlington, TX 76012 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M10 -019 Chowking/Tokyo Tokyo — 1379 Southcenter Mall Dear Ms. Russel, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 11, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: M10 -019 W:\Permit Center\Incomplete Letters \2010\M10-019 Incomplete Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Dave Larson, Senior Plan Examiner Determination of Completeness Memo Date: February 16, 2010 Project Name: Chowking/Toyko Toyko Permit #: M10 -019 Plan Review: Dave Larson, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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 structural plans and supporting calculations for the additional roof loads imposed by the new mechanical equipment. 2. Are the two proposed grease hoods listed? If so, please provide the installation requirements and conditions of the Listing agency. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. 3 E ; ITC.`'1 FED COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -019 DATE: 05/07/10 PROJECT NAME: CHOWKING /TOKYO. TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Attjc 4T ding Ivlsion Public Works Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Xr Comments: Incomplete ❑ DUE DATE: 05/11/10 Not Applicable ❑ Permit Center Use Only . j :. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/08/10 Approved ❑ Approved with Conditions e Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 � HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -019 DATE: 04/13/10 PROJECT NAME: CHOWKING /TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued Public Works Fire Prevention Structural Planning Division UPermit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Comments: Incomplete ❑ DUE DATE: 04/15/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 05/13/10 DATE: Permit Centel. Use Only J� CORRECTION LETTER MAILED: 4-"2--t V Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: we Documents/routing slip.doc 2 -28 -02 • PLAN R EVI • ROUTING SLIP ACTIVITY NUMBER: M10 -019 DATE: 02 -11 -10 PROJECT NAME: CHOWKING /TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEP_A�T �ES: uilding Division Public Works : 21O Fire P▪ revention MI Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 02-16 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 6 -7 LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -16 -10 Approved n 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: Documents/routing slip.doc 2 -28 -02 • 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 REVISION;SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '' I1 (I0 Plan Check/PermitNumber: to ` I0— 0 1 9 ❑ 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: C° io(0 I7i S / `ruk Ljo I c) k ja .3-19 Project Address: r Q _ .Q � eT� � c r—�I � 2 rim � e (Dar q Contact Person: .�)lv't P ,rt oak �.Lu#_ Phone Number: (Dar Z �k -(9g lg Summary of Revision: RECENED coo ICWILA 2010 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision X Rece at the City of Tukwila Permit Center by: Entered in Permits Plus on C)5 (01 1 l.:vV` \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http : //tnvw.ci.tukwila.wa.us • Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M_10 -019 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Chowking /Tokyo Tokyo Project Address: 1379 Southeenter Mall �rvOF to APR 13 2010 PERMIT Ci& r>~ Contact Person: V/ PVC-fa( % Summary of Revision: c Q Phone Number: 141 V (p Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision • Received at the City of Tukwila Permit Center by: I lli Entered in Permits Plus on \applications\foms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pester Friendly Page ,,�, Page 1 of 1 General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILTOPC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 02/16/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN GUARANTEE Et LIABILITY CP0427795001 01/01/2010 01/01/2011 $1,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 05/19/2010 GENERAL NOTES 0 ALL PAN AND WORK FOR THE PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE CfTY CODES. l REFER AND COORDINATE TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATION OF CEIUNG DIFFUSERS, REGISTERS, GRILLES, DUCT OPENINGS THROUGH ROOF AND WALLS, AND CEILING EQUIPMENT ETC. ALL REQUIRED. INDICATED OR SHOWN WAD DUCTWORK, PIPING AND EQUIPMENT WHICH CONFLICT WITH THE WORK OF OTHER TRADES AND EQUIPMENT WHICH CONFLICT WiTH NE WORK OF OTHER TRADES SUCH AS STRUCTURAL MEMBERS, ELECTRICAL, PLUMBING, FIRE SPRINKLER UNES AND EQUIPMENT, ROOF PLATFORMS /CURBS, SKY LIGHTS, ATTIC VENTS, ETC. SHALL BE MOVED, OFFSET OR REROUTED BY THE CONTRACTOR FREE OF CHARGE. MAJOR CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE FINAL INSTALLATION. ROOF OPENINGS & PLATFORMS TO BE CURBED AND LEVEL, 6 MINIMUM HEIGHT, FLASHED AND CAPPED WITH SHEET METAL A/C CONTRACTOR TO COORDINATE REQUIRED SIZES AND LOCATIONS WITH GENERAL CONTRACTOR. A/C UNIT ON GROUND OR ROOF TO BE CURBED AND LEVELED. ALL WEATHER EXPOSED EQUIPMENT, ETC., SHALL BE COMPLETELY WEATHERPROOFED. ALL A/C UNITS SHALL BE CONTROLLED BY A 7 DAYS, 24 HOURS 11ME CLOCK WITH MANUAL BY-PASS. AUTOMATICALLY SHUT DOWN DUIRiNG PERIODS OF NON -USE. ALL A/C UNITS TO BE OPERATED ALL TIME DURING BUSINESS HOUR FOR OUTDOOR AIR VENTILATION. ALL MECHANICAL EQUIPMENT SHALL BE LABELED TO THE SPACE SERVED AS REQUIRED BY SECTION 304.5 OF CMC. CONTRACTOR SHALL PROVIDE VIBRATION I501AT10N DEVICE FOR ALL MECHANICAL EQUIPMENT AS ACOUSTIC CONTROL CONTRACTOR SHALL. INSTALL THE EQUIPMENT OR SYSTEM PER MANUFACTURER'S INSTALLATION RECOMMENDATION. CONSULT WITH MANUFACTURING COMPANY IF NECESSARY. ALL A/C CONDENSATE ONES TO BE INSTALLED BY PLUMBING CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF CONDENSATE ONES. EXPOSED DUCTWORK AND PLENUMS TO BE KEPT TO A MINIMUM AND WATERPROOFED. SEAMS TO BE CAULKED WiTH SEALING MASTIC BEFORE CLOSING, AND THEN COVERED WiTH SECO ALUMINUM PLAS T -COTE ROOF COATING OR EQUAL SEALING COMPOUND. 14 SPIRAL SEAM G.I. ROUND DUCTWORK MAY BE INTERCHANGED WfTH THE SQ. OR RECT. DUCTWORK (IN CONCEALED SPACES ONLY) AT CONTRACTOR'S OPTION, SPACE PERMITTING. 15 CODE APPROVED (Wi1H SCRIM CLOTH) FLEXIBLE DUCT MAY BE USED IN CONCEALED SPACES FOR PLENUM AND DIFFUSER CONNECTIONS WITH ENGINEERS APPROVAL MAXIMUM 6' -O' LONG. 16 ALL CONNECTIONS BETWEEN A.C. UNITS/FANS AND DUCTWORK, OR PUMPS MD PIPING, SHALL HAVE FIREPROOF, HEAVY DUTY FLEX- CONNECTIONS (CITY APPROVED) WITH 3" MIN. CLEARANCE ISOLATE ALL H.VAC. UNITS/FANS & EQUIPMENT FROM STRUCTURE WiTH APPROVED ISOLATION MOUNTS. 17 MANUAL VOLUME DAMPER SHALL BE PROVIDED IN ALL DUCT TAKE -OFFS TO INDMDUAL CEIUNG DIFFUSERS, REGISTERS AND GRILLES. PROVIDE REMOTE OPERATOR WHERE INACCESSIBLE. 113 PIPE INSULATION FOR REFRIGERANT UNES SHAT BE 1- AND MATERIAL CONDUCTANCE OF K = 0.27 BTUH - IN/SQ. FT. DEG F OR LESS. THE INSULATION TO BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION. WHEN PIPING UNES PENETRATE INSULATED WAILS OR ROOF, THE HOLE MUST BE SEALED WITH AN APPROVED POLY SEAL MATERIAL. 25 29 30 31 34 35 3B ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARD FOR INSULATION. AU. DUCTWORK IN STUDWALLS TO BE ISOLATED WiTH 1/4" FELT IN THE DUCT SUPPORTS AND WHERE R MAKES CONTACT ICH THE BUILDING CONSTRUCTION. INSTALL ONE DUCT ONLY IN EACH STUD SPACE. DUCT SIZES SHOWN ARE NET SIZES REQUIRED. UNED DUCTS SHALL BE INCREASED IN SIZE TO ACCOMMODATE LINING WITHOUT LOSS OF AREA ALL DUCTS SHALL BE FIRMLY SUPPORTED OR HUNG AND NEATLY ALIGNED AND INSTALLED. SPACE HANGERS REQUIRED TO SUPPORT THE DUCTS WITHOUT SAGGING AS REQUIRED BY THE BUILDING FRAMEWORK. AND AS REQUIRED BY OTHER INTERFERENCE. LOCATION AND SPACING OF HANGERS AND SUPPORTS SHALL BE COORDINATED BY THE ADDITIONAL STRUCTURAL MEMBERS. SEAL OPEN SPACE BETWEEN DUCTS & WALL COORDINATE DUCTWORK WITH THE UGHTING FIXTURES, CEILING SUPPORT SYSTDA, AND ACCESS DOORS ETC. INSTAL_ ACOUSTIC UNING IN DUCTWORK FOR 10 FEET ON EACH SIDE OF FAN (SUPPLY AND RETURN). PROVIDE BACKDRAFT DAMPERS AND CORROSION RESISTANT SCREEN OF 1/4" WIRE MESH ON EACH DUCT FROM INTERIOR SPACES TO THE OUTSIDE UNLESS PROHIBITED BY CODE. CONTRACTOR SHAT PROVIDE FIRE OR COMBINATION FIRE/SMOKE DAMPERS AT FIRE OR FIRE /SMOKE RATED PENETRATIONS AS REQUIRED BY CMC, FILTERS ON RETURN AR PLENUM SHAM BE FAR 30/30 OR EQUAL TRANSVERSE JOINTS ON DUCTWORK SHALL BE SEALED WITH "CASCOTE ", OR AN APPROVED EQUAL AU. DUCT WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE 200 7 CMC. DUCT INSULATION SHAM BE AS AND MEET TITLE 24 REQUIREMENT. SMOKE DETECTORS SHALL BE PROMO 2c) DUCT CONSTRUCTION SEALANT: PROVIDE MASTIC OR TAPE DUCT JOINT SEALANT. INSULATION APPUED TO THE SURFACE OF DUCTS, LININGS, TAPES, AND ADHESIVES, LOCATED IN BUILDINGS SHALL L HAVE A FLAME- SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 50 WHEN !Lbw) IN ACCORDANCE WiTH NFPA 255. A 120 -VOLT RECEPTACLE SHALL . BE LOCATED WITHIN 25 FEET OF THE EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES. AS REQUIRED BY FURNISHING AND INSTALLATION OF ALL UNE VOLT. WIRING, ALL LOW AND LINE VOLT CONDUIT AND AUXILIARIES FOR MECHANICAL SYSTEMS SHAD. BE DY THE ELECTIRICAL CONTRACTOR. THE CONDUIT FOR LOW VOLTAGE WIRING OF MECHANICAL SYSTEM EXPOSED TO THE WEATHER SHALL BE APPROVED FOR EXTERIOR USE AND BE BY THE ELECTRICAL CONTRACTOR. ALL THERMOSTATS SHALL BE INSTALLED APPROXIMATELY 4 FT ABOVE FINISHED FLOOR. VERIFY LOCATION WITH ARCHITECT. ACCESS TO INSPECT, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION TO ALL EQUIPMENT SHALL BE PROVIDED. UNLESS OTHERWISE SPECIFIED. NOT LESS THAN 30 INCHES OF WORKING SPACE AND PLATFORM SHALL BE PROVIDED. COORDINATE LOCATION WiT 1 ARCHITECT: ALL O.SA INTAKES AND DTHAUST FANS TO BE PROVIDED WiTH BACK DRAFT DAMPER. ALL EXTERIOR LOUVERS AND DOOR LOWERS SHW_ BE PROVIDED BY MECHANICAL CONTRACTOR. TIMER, TiME CLOCK & CONDUFF BY ELECTRICAL CONTRACTOR. ENVIRONMENTAL EXHAUST OUTLETS SHALL BE 3 FEET FROM PROPERTY UNE; 3 FEET FROM OPENING INTO THE BUILDING. EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEM SHALL BE 10 FEET FROM PROPERTY UNE; 3 FEET FROM EXTERIOR ROOF/WALL; 10 FEET FROM OPENING INTO BUILDING; 10 FEET ABOVE GRADE ALL OSA INTAKES MUST BE 10 FEET MINIMUM AWAY FROM ALL PLUMBING OR APPLIANCE VENTS (OR 3'-O" MINIMUM BELOW APPLIANCE VENTS). OSA INLETS SHALL BE COVERED WITH SCREEN HAVING 1/4" OPENING. OSA QUANTITY FOR EACH AREA SHALL BE PER c tit FURNISH COMPLETE MAINTENANCE INFORMATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED & INCORPORATED ON A READILY ACCESSIBLE LABEL PERFORM TEST BEFORE FlNA. ACCEPTANCE AND UNDER THE SUPERVISION OF THE ARCHITECT AND /OR OWNER. FURNISH ALL LABOR AND INSTRUMENTS FOR TESL THE SUBMITTAL OF A CERTIFIED AR BALANCE REPORT AND OUTSIDE AIR CERTIFICATION ARE REQUIED PRIOR TO OCCUPANCY. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND AS -BUILT DRAWINGS TO THE ARCHITECT & OWNER FOR DOCUMENT REVIEW. PERFORM HVAC OPERATION It5IS BEFORE FINAL ACCEPTANCE AND UNDER THE SUPERVISION OF THE ARCHIILcI AND/OR OWNER. FURNISH ALL LABOR AND INSTRUMENTS. 48 THE DRAWINGS ARE IN PART DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF THE WORK; THEY INDICATE THE GENERAL. ARRANGEMENT AND APPROXIMATE SIZES OF EQUIPMENT, DUCTWORK, PIPING, OUTLETS, ETC. FOLLOW THE DRAWINGS AS CLOSELY AS PRACTICAL_ IN LAYING OUT THE WORK, BE GUIDED BY THE CONDITIONS AT THE JOB AND CONSULT THE CONSTRUCTION DRAWINGS CONDITIONS OF THE OTHER TRADES TO BECAME FAMILIAR WITH ALL CONDMONS AFFECTING THE WORK. 49 CONTRACTOR SHOULD VISiT THE JOB SITE AND VERIFY ALL THE CONDITIONS, LOCATIONS AND DIMENSIONS BEFORE STARTING WORK, ORDERING EQUIPMENT AND DUCT /PIPE FABRICATION. 0 FURNISHING AND INSTALLATION OF ALL LOW VOLT. WIRING FOR MECHANICAL SYSTEMS SHALL BE BY THE MECHANICAL CONTRACTOR. 51 ALL NECESSARY EQUIPMENT CURBS, RUNNERS, PLATFORMS, ROOFING, PATCHING, CUTTING, RATING SHAFTS, FURRING, PUSHING AND PAINTING SHALL BE BY GENERAL CONTRACTOR. 52 ALL NECESSARY DRAINS, GAS, CONDENSATE DRAINS WITH TRAPS, MAKE -UP WATER, INCLUDING FINAL CONNECTIONS SHALL BE BY PWMBING CONTRACTOR. C ALL NECESSARY CEMING, RATING SHAFTS, FURRING, FLASHING AND PANTING SHALL BE BY GENERAL CONTRACTOR. I54 COORDINATE ALL WORK WITH OTHER TRADES. 55 MINIMUM R -S INSULATION ON ALL DUCTS IN UNCONDITIONED. LEGEND SYMBOL ABBREVI- ATION DESCRIPTION DOUBLE SINGLE 1 (EXISTING) SA SUPPLY AIR DUCT (EXISTING) — RA — RA RETURN AIR DUCT SERIES 1100 p — EA — EA EXHAUST AIR DUCT CARRIER 50HJQ007 OR EQUAL COOLING (BTUH): 76,000 TC, 56,400 SHC, EER =10.5 HEATING (BTUH): 69,000 INPUT, COP =3.4 AIR FLOW (CFM): 2,400 0 0.8" ESP. ELECTRIC: 208/230 -3 -60 COMPRESS. (RLA): 20.5, OFM (FLA): 1.4, IFM (FLA): 5.8, MCA: 38.8. OPERATING WT. (LB): 750 COMPLETED WITH ROOF MOUNTING CURB, MANUAL OUTSIDE AIR DAMPER, ELECTRONIC PROGRAMMABLE THERMOSTAT AND FILTER RACK. RTU — OA — OA OUTSIDE AIR DUCT MAKE UP AIR UNIT ON ROOF MUA CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 126,036 INPUT, 115,953 OUTPUT, 1974 CFM 0 0.5 S.P. 1035 RPM ELECTRICAL: 208/230 -3 -60, 1.0 H.P. OPERATING WE (LB): 568 PROVIDE UNIT W /BACKFLOW PREVENTOR 0 WATER SUPPLY TRANSITION - RECTANGULAR TO RECT- ANGULAR ROUND _ MAKE UP AIR UNIT ON ROOF CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 182,604 INPUT, 167,996 OUTPUT, 2328 CFM 0 0.5 S.P. 1136 RPM ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WE (LB): 582 PROVIDE UNIT W /BACKFLOW PREVENTOR 0 WATER SUPPLY MUA TRANSITION - RECTANGULAR TO ROUND CG -1 ° GREASE EXHAUST FAN ON ROOF CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2467 CFM 0 1.625 E.S.P., 1352 RPM. ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 Alk w PERFORATED, HINGED ELBOW W/TURNING VANE GREASE EXHAUST FAN ON ROOF AM CAPTIVEAIRE NCA24HPFA AIR FLOW (CFM): 2910 CFM 0 2.0 E.S.P., 1028 RPM. ELECTRICAL: 208/230 -3 -60, 3.0 H.P. OPERATING WT. (LB): 236 VW BX6L _ (L) LINED DUCT, DUCT SIZE WITH L FOR SINGLE LINE RTU UNIT GREENHECK SP -8110 OR EQUAL 100 CFM 0 0.125 S.P. 950 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 25 PROVIDE UNIT WITH BACKDRAFT DAMPER OPERATE WITH UGHT SWITCH. ==e- C) AMIL w RISE IN DIRECTION OF AIRFLOW /IIAIIF Ill R III 0 DROP IN DIRECTION OF AIRFLOW EN?IIF III D III ,I 0 PROVIDED & INSTALLID ®BY MECH. ( ONiRACTOR t::-:1. DUCT ENCLOSURE IN GYPSUM BOARD FOR 2 HOURS RATING - - - FLEXIBLE DUCT IE 4. THERMOSTAT, +44 A.F.F. IF REVD HY CORE .. , SUPPLY AIR DUCT - SECTION III (SEE FLOOR PLAN TIER (� FFWOR PP TH OTAT PH LOCKED MR) PROVIDED & INSTALLED BY MECH. CONTRACTOR WIRED BY ELEC. CONTRACTOR RETURN, EXHAUST, OR OUTSIDE AIR DUCT - SECTION IMI HEAT PUMP UNIT ROUND DUCT OR STACK - SECTION Q 2" WIDE -1BCA. G.I. ',.�'� ANCHORS. SECURE 12X12CR 360 12 "X 12" NECK PERFORATED CEILING REGISTER, 360 CFM I It II, L 6X6R 150 6 "X 6" PERFORATED CEILING REGISTER, 150 CFM FLASHING PER SPEC. 7600 ROOFING FELT BY OTHERS \ 1, �' CANT STRIP BY OTHERS PRE -FAB CURB ROOFING BY OTHERS /►». 12X8 WR 250 12 "X 8" WALL REGISTER 250 CFM CD CONDENSATE DRAIN ROOFTOP UNIT CURB MOUNTING DETAIL 4S) CR CEILING REGISTER MA MAKE -UP AIR OD OVERFLOW DRAIN SD GAP SD DUCT MOUNTED SMOKE DETECTOR TO SHUT -OFF FAN, PER UMC 608. 3- VANDELPROOF SET THRU THROUGH SCREWS TYP. TYPICAL LEAD FLASHING SFD COMBINATION SMOKE & FIRE DAMPER ROOFING MVD MANUAL VOLUME DAMPER (E) EXISTING (N) NEW Id omissions. (R) RELOCATE TG TRANSFER GRILLE WG WALL GRILLE SEF'ARTE POC PERIL POINT OF CONNECTION REQUIRED FOR —v BDD BACKDRAFT DAMPER Ci Mechanical ectrical . ® DFD DYNAMIC FIRE DAMPER Plumbing City of Tukwila LjLr # & :11`,IG DIVISIO \I T MECHANICAL EQUIPMENT SCHEDULE ITEM DESCRIPTION MFG.CO. PACKAGED UNIT ON ROOF (EXISTING) RTU EXISTING 4 TONS COOLING (BTUH): 48,000 TC, HEATING (BTUH): 48,000 INPUT, AIR FLOW (CFM): 1,600 @ 0.5" ESP. ELECTRIC: 208/230 -3 -60, MCA: 22.5, MOCP: 25. OPERATING WT. (LB): EXISTING 1 (EXISTING) RTU 2 (EXISTING) REMARKS PACKAGED UNiT ON ROOF (EXISTING) EXISTING 6 TONS COOLING (BTUH): 72,000 TC, HEATING (BTUH): 72,000 INPUT, AIR FLOW (CFM): 2,400 0 0.5" ESP. ELECTRIC: 208/230 -3 -60, MIN CKT AMPS: 36.6, FUSE OR I-IACR BKR: 40 OPERATING WT. (LB): EXISTING SERIES 1100 p (EXISTING) SQUARE PACKAGED HEAT PUMP UNiT ON ROOF CARRIER 50HJQ007 OR EQUAL COOLING (BTUH): 76,000 TC, 56,400 SHC, EER =10.5 HEATING (BTUH): 69,000 INPUT, COP =3.4 AIR FLOW (CFM): 2,400 0 0.8" ESP. ELECTRIC: 208/230 -3 -60 COMPRESS. (RLA): 20.5, OFM (FLA): 1.4, IFM (FLA): 5.8, MCA: 38.8. OPERATING WT. (LB): 750 COMPLETED WITH ROOF MOUNTING CURB, MANUAL OUTSIDE AIR DAMPER, ELECTRONIC PROGRAMMABLE THERMOSTAT AND FILTER RACK. RTU 4 W/ 06D. FOR SUPPLY AIR CD -2 MAKE UP AIR UNIT ON ROOF MUA CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 126,036 INPUT, 115,953 OUTPUT, 1974 CFM 0 0.5 S.P. 1035 RPM ELECTRICAL: 208/230 -3 -60, 1.0 H.P. OPERATING WE (LB): 568 PROVIDE UNIT W /BACKFLOW PREVENTOR 0 WATER SUPPLY 1 ROUND PERFORATED. HINGED MAKE UP AIR UNIT ON ROOF CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 182,604 INPUT, 167,996 OUTPUT, 2328 CFM 0 0.5 S.P. 1136 RPM ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WE (LB): 582 PROVIDE UNIT W /BACKFLOW PREVENTOR 0 WATER SUPPLY MUA 2 CG -1 KRUEGER GREASE EXHAUST FAN ON ROOF CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2467 CFM 0 1.625 E.S.P., 1352 RPM. ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 Alk w PERFORATED, HINGED SEE PLAN GREASE EXHAUST FAN ON ROOF AM CAPTIVEAIRE NCA24HPFA AIR FLOW (CFM): 2910 CFM 0 2.0 E.S.P., 1028 RPM. ELECTRICAL: 208/230 -3 -60, 3.0 H.P. OPERATING WT. (LB): 236 VW -10/60 24V EXHAUST FAN IN CEILING RTU UNIT GREENHECK SP -8110 OR EQUAL 100 CFM 0 0.125 S.P. 950 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 25 PROVIDE UNIT WITH BACKDRAFT DAMPER OPERATE WITH UGHT SWITCH. C) AMIL w . . DIFFUSER & GRILLE H L DESIGNATION MFG.CO. MODEL NO TYPE NECK SIZE NECK TYPE FACE PLATE TYPE FACE PLATE SIZE FRAME TYPE NC MAX REMARKS CD -1 KRUEGER SERIES 1100 STEEL SEE PLAN SQUARE PERFORATED. HINGED SEE PLAN Fit DRYWALL CEIUNG < 35 W/ 06D. FOR SUPPLY AIR CD -2 KRUEGER SERIES 6500 STEEL SEE PLAN ROUND PERFORATED. HINGED SEE PLAN FIT T -BAR CEILING < 35 FOR SUPPLY AiR CG -1 KRUEGER SERIES 1190 STEEL SEE PLAN ROUND PERFORATED, HINGED SEE PLAN FiT DRYWALL CEILING < 35 FOR RETURN AIR 120V- QE 7 DAY TIE CLOCK (AT ELECT. RH) A -10/60 24V RTU UNIT io C) t, . . -II" 0 ,I 0 PROVIDED & INSTALLID ®BY MECH. ( ONiRACTOR 1..... II CONSTRUCTION NOTES: 1. DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDFIIONS. CONTRACTOR SHALL VISIT THE WORK PRIOR TO SUBMISSION OF HIS BID, AND THROUGHLY FAMILIARIZE IMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTEND OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 3. COORDINATE ALL WORK WM-I OTHER TRADES. 4. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF IT CONFLICTS WiTH OTHER EXISTING EQUIPMENT 5. CONTRACTOR TO VERIFY CONDTi1ON AND OPERATION OF EXISTING EQUIPMENT REPAIR OR REPLACE AS REQUIRED. Fermi* No. In review approval is subject to errors a ;; roval of construction documents does violation of any adopted code or ordin i pproved Field Copy and ' Ions is a / By Date: AIR BALANCE SCHEDULE ITEM e SUPPLY AIR RETURN AIR MAKE -UP AIR EXHAUST RTU -4 +2400 -1907 +493 RTU -2 +1600 -1018 +582 MUA -1 0 +1974 MUA -2 0 0 +2328 EF -1 0 0 0 -2467 EF -2 0 -2910 TOTAL +4000 -2925 +5377 -5377 KITCHEN SPACE AIR FLOW = 0 CFM City Of Tukwila BUILDING DIVISIO ti POC AIR CONDITIONING UNIT 4" DIA. MIN. COPPER ONDENSATE DRAIN. VENTED TRAP AND CONNECTION TO EQUIP. ' SEAL WEATHER TIGHT EF -1 MUA -1 & RTU -4 11— MUA -2 & RTU -2 CONE FLASHING 4" SLOPE 3. CONDENSATE DRAIN DETAIL 5CAEt: N.T.S. POWER 1 1 DISC T I I 120V- QE 7 DAY TIE CLOCK (AT ELECT. RH) A -10/60 24V RTU UNIT io C) t, . . -II" 0 ,I 0 PROVIDED & INSTALLID ®BY MECH. ( ONiRACTOR 1..... II IE 4. ZL-4 IF REVD HY CORE .. , _ i & F By LE CONTRACTOR (SEE FLOOR PLAN TIER (� FFWOR PP TH OTAT PH LOCKED MR) PROVIDED & INSTALLED BY MECH. CONTRACTOR WIRED BY ELEC. CONTRACTOR PACKAGED RTU. WIRING DIAGRAM SCALE: N.T.S. HEAT PUMP UNIT GASKET (SUPPLIED Q 2" WIDE -1BCA. G.I. ',.�'� ANCHORS. SECURE W /CURB) NAILER STRIP DUCT TO UNIT W/(2) #14 SMS <' MIN. (4) PER UNIT It II, L %� ,Ir .I FLASHING PER SPEC. 7600 ROOFING FELT BY OTHERS \ 1, �' CANT STRIP BY OTHERS PRE -FAB CURB ROOFING BY OTHERS /►». •1.01.- :r ROOF STRUCTURE SEE STRUCTL DWG'S ROOFTOP UNIT CURB MOUNTING DETAIL 4S) bCALL.: N.T.S. -ma—CAULK Mi WITH ROOF MASTIC 11111 v COUNTERFLASHING GAP 3- VANDELPROOF SET L9 SCREWS LEAD FLASHING WATERPROOF PERMASEAL ''o, �y. STEEL REINFORCING BOOT 4■i ROOFING Id omissions. BULD STRUCTURAL _ _ MEMBER .nce. Receipt :knowledged: ' 1 /2" U -BOLT— —BOLT TO STEEL OR SCREW TO WOOD STRUCTURES DUCT THROUGH ROOF PENETRATION DETAIL ID bGALE: N.T.S. UNITS ELECTYICALLY INTERLOCKED EXHAUST FAN MAKE -UP AIR EF -1 MUA -1 & RTU -4 EF -2 MUA -2 & RTU -2 REV►SIOTVS No changes shall be made to the scope of work without prior approval of 1 Revisions Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CODE VIEWED FOR COMPLIANCE APPROVED MAY 14 2010 (14( Cityof Tukwila BUILDING Dlrrl,RIfN CI7 YOF TUK{Wj q MAY 072010 PERMITO I DER CORRECTION M1OOt DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS A. HEALTH DEPT. CORRECTIONS 02/13/10 Q LANDLORD CORR. FINALS ®- ®- A - 9 DETALB SHEET NUMBER M -1.0 r ri L I -- + —J L 0 1 1 0 — 1 — H i 13(1,0 X1 4 164 CFM moirnm 1164 C 310 CFM �\ .I 10 110 I II L l� 30 2(4 "0 0 gt: 4) P_L-1-kkeke, ouv$ p 530 CFM.... 0 0 0 t 1 L_ 12 "$ CG-•1, 1810 N 0 0 10118CFb 0 / l J 0 0 r L • 0 r 12 "0 450 ';" a ill ' ya • 0 16 '0 0 0 0 10 —1 0 0 0 0 0 CD -1 12 "0 �� — XCG -1 18 "d N, 950 cFh1 Cr. 2) 0 0 45+ CFM 0 0 0 14 "0 -4504M "0 .4) 0 J 0 0 I! • 0 O 0 O O 0 O 0 Ii p ' I 0 DESIGN NOTES: 0 EXISTING SA & RA DUCTS W/ LINED UP THRU. ROOF TO EXISTING ROOFTOP UNIT. 0 18"X13" SA & 26 "X11" RA DUCTS W/ LINED UP THRU. ROOF TO RTU -4 03 23"X1O" GREASE EXHAUST DUCT UP THRU. ROOF TO EF -1 (2467 CFM, 1545 FPM) 04 22"X12" GREASE EXHAUST DUCT UP THRU. ROOF TO EF -2 (2910 CFM, 1587 FPM) 05 1 -HR FIRE RATED DUCT SHAFT. 0 18"X18" MAKE -UP AIR DUCT UP THRU. ROOF TO MUA -1 (1974 CFM) 0 206X18" MAKE -UP AIR DUCT UP THRU. ROOF TO MUA -2 (2328 CFM) 08 POINT OF CONNECTION. FlELD TO VERIFY EXACT LOCATION & SIZE. f 9 61 EA. DUCT UP THRU. ROOF TO ROOF CAP REVIEWED FpR CODE COMPLIANCE APPROVED MAY 1 4 2010 City of Tukwila BUIL ,I DING DIVISION HVAC PLAN SCALE: 1 /4 " =1 -0" CJTVOFTU iILA MAY :0 7 201 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS HEALTH DEPT. CORRECTIONS 02/13/10 LANDLORD CORR. FINALS ®- ©- 8- IN SHEET NUMBER M2rO DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. DESIGN NOTES: 01 EXISTING SA & RA DUCTS W/ LINED DOWN 02 18"X13" SA & 26"X11" RA DUCTS W/ LINED DOWN (3 FOR CONDENSATE DRAIN CONNECTION, SEE PLUMBING DWG. 0 FOR DRAIN, GAS & WATER CONNECTION, SEE PLUMBING DWG. 0 - 6 1 EXHAUST DUCT WFEH ROOF OAP- (EXISTING 4 TONS) 12"X22" GREASE EXHAUST DUCT DOWN • OSA INTAKE HOOD WITH 1/4 "x1 /4" WIRE MESH SCREEN AND MANUAL VOLUME DAMPER. PROVIDE BACKDRAFT DAMPER GENERAL NOTES DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS & EXTENT OF NEW WORK TO BE COMPLETED BEFORE SUBMITTING BIDS. 2. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF IT CONFLICTS WITH OTHER EXISTING EQUIPMENT 3. CONTRACTOR TO VERIFY CONDITION AND OPERATION OF EXISTING EQUIPMENT MAKE NECESSARY ADJUSTMENT OR REPLACE AS REQUIRED. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 DISCHARGE OUTLET MIN. 1O' AWAY FROM AIR INTAKE INTO BLDG. AND MIN. 40° ABOVE ROOF (TYP.) AGM 0 (6 TONS) (EXISTING 4 TONS) 18"X18" MAKE -UP AIR DUCT DOWN (EXISTING 6 TONS) SET Q 500 CFM OSA 10"X23" GREAS EXHAUST DUCT DOWN t7 W U1(/)C+d ''1 Ty'i-IN 3> N V)& :- Orn cJ u C —roC7 omrn4� ()� --6°0 EXHAUST DUCT WITH ROOF CAP ° -. N r- o CIO n urns rev �m�c� cn o 'a M • o 0 o R• rn� =y rr W CO ©I� —TI9 o = • � p CI (j'j' :(.78 : rya 4 -I- • Ng c IS 17D -9q-CA- po V REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS ® - ®- ®- REVIEWED FQR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDINR DIVIgInti MOP PLAN SHEET NUMBER M -3.0 1. THIS SHEET IS SHOWN GENERAL INFORMATIONS FOR CODE COMPLIANCE ONLY. 2. CONTRACTOR TO VERIFY CONSTRUCTION TYPE WITH ARCHITECT TO MEET BUILDING CODE REQUIREMENT. 3. NO VIBRATION ISOLATION CONNECTORS SHALL BE INSTALLED UNLESS ACCEPTABLE TO THE BUILDING DEPARTMENT. 4. PROVIDE ADEQUATE CLEANOUT OPENINGS FOR THROUGH CLEANING OF DUCT SYSTEM. 5. PROVIDE ADEQUATE MAKE -UP AIR FOR PROPER OPERATION. 6. THICKNESS OF DUCTS SHALL BE: DUCT AREA U.S. GAUGE STEEL UP TO 4 SQ. FT. 16 GA. OVER 4 SQ. FT. 14 GA. 7. WELD OR BRAZE ALL DUCT JOINTS AND SEAMS ON THE EXTERNAL SURFACE. 8. SUPPORT THE DUCTS AS REQUIRED, DO NOT PENETRATE DUCT WALLS WITH SCREWS, NAILS, ETC. 9. SECTIONS OF DUCT SHALL NOT CONTAIN GREASE POCKETS, AND SHALL HAVE 1/4" PER FOOT SLOPE. 1. ARE RATED SHAFT SHALL BE CONSTRUCTED TO COMPLY WITH BUILDING CODE. 2. FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR GREASE HOODS AND DUCTS AS REQUITED BY SECTION 510,2 OF THE MECHANICAL CODE AND AS REQUIRED BY THE ARE CODE. APPROVED FIRE EXTINGUISHING SYSTEM SHALL BE PROVIDED FOR THE PROTECTION OF COMMERCIAL GREASE HOODS AND DUCTS. ALL FIRE EXTINGUISHING SYSTEMS SHALL BE INTERCONNECTED TO THE FUEL OR POWER SUPPLY SO THAT THE FUEL OR POWER IS AUTOMATICALLY SHUTOFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. VIBRATION ISOLATOR COUNTER FLASHING 1" X 1/8 ° MAKE -UP AIR UNIT (DON DISCHARGE) f-1 r-1 D O O f-1r 1f-1 r O D O O 0 r 1 f 1 r 1 r SUPPORT STRAP CEILING DIFFUSER CEILING ROOF • • + • . *41 :\ 9, J TRACK MIL S1UDS(TYP.) METAL SUS 6 it QC 5/8' T1PE '11' GYP. BD. (1 LAYER FOR 1-lit RATING) 7-111PE S SCREW A 24'.�C. CORtER BEAD (OPTIOPt EXHAUST DUCT WRAPPED IN 2 LAYERS THERMALCERAMIC F1REMA5IER FASTWHAP XL) 5/8' SHAFT LINER PLYWOOD SHEATHING ASPHALT SHINGLES OVER BUILDING PAPER AND PLYWOOD SHEATING, TYPICAL REGLET FLASHING 3/4" GENERAL NOTE NTS FIRE PROTECTION NOTE NTS ROOFTOP MAKE -UP AIR UNIT NTS SHAFT /EXHAUST DUCT DETAIL NTS REGLET /FLASHING NTS DISCHARGE 10° FROM ADJACE BUILDING, PROPERTY LINE OR AIR INTAKE OPENING AND 10' ABOVE THE ADJOINING GRADE LEVEL 1 -HR. FIRE RATED CEILING 31-1 11 GREASE----- 40" MIN. fi CATCHER 24" MIN. EXISTING ROOF 1 EF EXISTING STRCUTURE PROVIDE 3° MIN. 12" MAX. AIR SPACE GREASE DUCT, GAL. STEEL 16 GA. SHAFT SHALL BE VENTILATED TO THE EXTERIOR EXISTING STRCUTURE FIRE RATED SHAFT PER BLDG. CODE TYPE °X" GYPBOARD 3" MIN. METAL COLLAR --"°' 18"MIh H GREASE HOOD (STAINLESS SIt±L, 20 MSG) 4 -O" MAX. --Nd I--m— 6" MIN. _i___. COOKING EQUIPMENT Y IF HOOD LESS THAN 12" FROM CEIUNG MUST BE FINISHED SOLID (1 -HR ARE RATED) 3' -0" FINISHED FLOOR 6" MIN. 18" MIN. 6" MIN. GREASE LTUCT REMOVABLE COVER 16 GA. GALVENIZED` —N. WELDED DUCT PROVDE 18" BETWEEN DUCTS AND COMBUSTIBLE OR 3 FROM PROTECTED COMBUSTIBLE EF 2% SLOPE PROVIDE FlREMASTER PER MFR. SEALANT AROUND DUCT CEIUNG PENETRATION (TYP) RAIN CAP COUNTER % FLASHING OPEN TO '- ATMOSPHERE EXISTING STRCUTURE FIRE RATED SHAFT PER BLDG. CODE 3" MIN. 12" MAX. AIR SPACE ALL AROUND 3" AIR SPACE 1 -HR RATED WALL FROM THE HOOD COOKING EQUIP. 5 6" ANGLE IRON SUPPORT WHEN HOOD IS LESS THAN 18" BELOW CEILING. EXTEND FIRE RATED CEILING (TYPE °X" GYPBOARD) 18° BEYOND HOOD 1' 0" IF HOOD LESS THAN 12" FRI�M CEIUNG � MUST E FINISHED SOLID AS SHOWN FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR EXHAUST HOOD & DUCT (SEPARATE PERMIT BY FIRE EXTINGUISHER CO.) UL CLASSIFIED STAINLESS STEEL BAFFLE -TYPE REMOVABLE GREASE ALTER SLOPED GREASE DRAIN WITH REMOVABLE CUP FINISHED FLOOR —/ 02 GREASE GUARD GREASE CONTAIN SYSTEM MENT \mom, GREASE CONTAINMENT SYSTEM NTS ELEVATION OF EXHAUST HOOD & DUCT NTS SECTION OF EXHAUST HOOD & DUCT NTS 2006 IMC 507.2.1.1 OPERATION. Type I Hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliance, by means of heat sensors or by means of other approved methods. 508.1 MAKEUP AIR. For mechanical makeup air systems, the exhaust and makeup air systems shall be electrically interlocked to insure that makeup air is provided when ever the exhaust system is in operation. Makeup air intake opening locations shall comply with Sections 401.4 and 401.4.1. SPECIAL INSPECTIONS FOR TYPE I HOOD & DUCT (RE: IBC 1704.13 Special Cases) Type I hood and ducts shall be inspected by a special inspection agency. Grease duct and grease hood test shall comply with 2006 IMC 506.3.3.1 Grease Duct Test per Washington State Amendments, and IMC 507.7.1 Hood joints, seams and penetrations for Type I hoods. EVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila I BUILDING DIVISION CITY OF TUKWILA MAY '0 7 2010 PERMIT GETTER DATE: 12/18/09 JOB N0: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O J aJ 0 2 I- ix a J � IL' a; �Z cc Cb °°cWjza O'tiv3 lij 0 (-9 D Z WI— co O�'- - = w U �' REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINIALS A- ®- HOOD + FAN DETAL9 SHEET NUMBER M -4.0 it L 12' 3 ' EXHAUST. 3° DUCT 1 ll� f .MIN .. �. II 1 . MIN. off a ' ' ...*ITS ,.• .i .' *''� x. r. • + • . *41 :\ 9, J TRACK MIL S1UDS(TYP.) METAL SUS 6 it QC 5/8' T1PE '11' GYP. BD. (1 LAYER FOR 1-lit RATING) 7-111PE S SCREW A 24'.�C. CORtER BEAD (OPTIOPt EXHAUST DUCT WRAPPED IN 2 LAYERS THERMALCERAMIC F1REMA5IER FASTWHAP XL) 5/8' SHAFT LINER PLYWOOD SHEATHING ASPHALT SHINGLES OVER BUILDING PAPER AND PLYWOOD SHEATING, TYPICAL REGLET FLASHING 3/4" GENERAL NOTE NTS FIRE PROTECTION NOTE NTS ROOFTOP MAKE -UP AIR UNIT NTS SHAFT /EXHAUST DUCT DETAIL NTS REGLET /FLASHING NTS DISCHARGE 10° FROM ADJACE BUILDING, PROPERTY LINE OR AIR INTAKE OPENING AND 10' ABOVE THE ADJOINING GRADE LEVEL 1 -HR. FIRE RATED CEILING 31-1 11 GREASE----- 40" MIN. fi CATCHER 24" MIN. EXISTING ROOF 1 EF EXISTING STRCUTURE PROVIDE 3° MIN. 12" MAX. AIR SPACE GREASE DUCT, GAL. STEEL 16 GA. SHAFT SHALL BE VENTILATED TO THE EXTERIOR EXISTING STRCUTURE FIRE RATED SHAFT PER BLDG. CODE TYPE °X" GYPBOARD 3" MIN. METAL COLLAR --"°' 18"MIh H GREASE HOOD (STAINLESS SIt±L, 20 MSG) 4 -O" MAX. --Nd I--m— 6" MIN. _i___. COOKING EQUIPMENT Y IF HOOD LESS THAN 12" FROM CEIUNG MUST BE FINISHED SOLID (1 -HR ARE RATED) 3' -0" FINISHED FLOOR 6" MIN. 18" MIN. 6" MIN. GREASE LTUCT REMOVABLE COVER 16 GA. GALVENIZED` —N. WELDED DUCT PROVDE 18" BETWEEN DUCTS AND COMBUSTIBLE OR 3 FROM PROTECTED COMBUSTIBLE EF 2% SLOPE PROVIDE FlREMASTER PER MFR. SEALANT AROUND DUCT CEIUNG PENETRATION (TYP) RAIN CAP COUNTER % FLASHING OPEN TO '- ATMOSPHERE EXISTING STRCUTURE FIRE RATED SHAFT PER BLDG. CODE 3" MIN. 12" MAX. AIR SPACE ALL AROUND 3" AIR SPACE 1 -HR RATED WALL FROM THE HOOD COOKING EQUIP. 5 6" ANGLE IRON SUPPORT WHEN HOOD IS LESS THAN 18" BELOW CEILING. EXTEND FIRE RATED CEILING (TYPE °X" GYPBOARD) 18° BEYOND HOOD 1' 0" IF HOOD LESS THAN 12" FRI�M CEIUNG � MUST E FINISHED SOLID AS SHOWN FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR EXHAUST HOOD & DUCT (SEPARATE PERMIT BY FIRE EXTINGUISHER CO.) UL CLASSIFIED STAINLESS STEEL BAFFLE -TYPE REMOVABLE GREASE ALTER SLOPED GREASE DRAIN WITH REMOVABLE CUP FINISHED FLOOR —/ 02 GREASE GUARD GREASE CONTAIN SYSTEM MENT \mom, GREASE CONTAINMENT SYSTEM NTS ELEVATION OF EXHAUST HOOD & DUCT NTS SECTION OF EXHAUST HOOD & DUCT NTS 2006 IMC 507.2.1.1 OPERATION. Type I Hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliance, by means of heat sensors or by means of other approved methods. 508.1 MAKEUP AIR. For mechanical makeup air systems, the exhaust and makeup air systems shall be electrically interlocked to insure that makeup air is provided when ever the exhaust system is in operation. Makeup air intake opening locations shall comply with Sections 401.4 and 401.4.1. SPECIAL INSPECTIONS FOR TYPE I HOOD & DUCT (RE: IBC 1704.13 Special Cases) Type I hood and ducts shall be inspected by a special inspection agency. Grease duct and grease hood test shall comply with 2006 IMC 506.3.3.1 Grease Duct Test per Washington State Amendments, and IMC 507.7.1 Hood joints, seams and penetrations for Type I hoods. EVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila I BUILDING DIVISION CITY OF TUKWILA MAY '0 7 2010 PERMIT GETTER DATE: 12/18/09 JOB N0: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O J aJ 0 2 I- ix a J � IL' a; �Z cc Cb °°cWjza O'tiv3 lij 0 (-9 D Z WI— co O�'- - = w U �' REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINIALS A- ®- HOOD + FAN DETAL9 SHEET NUMBER M -4.0 HOOD NO. M ❑DEL LENGTH MAX' COKING TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTI ❑N HOOD CONFIG. TOTAL EXH, CFM RISER <S) TOTAL SUP, CFM RISERCS) E TO END ROW WIDTH LENG. DIA, CFM S.P, WIDTH LENG. DIA, CFM SR, 1 5424 ND -2 -PSP -F 12' 4.00' 450 Deg 2467 10' 23' 0' 2467 - 0.958' 1974 430 SS YES 519 LBS 5 16' 430 SS Where Exposed p ALONE ALONE Fronk 16' 20' 4 Incandescent Light Fixt NO 1164 0.176' 2 5424 ND-2-PSP-F 10' 7.00' 600 Deg, 2910 12' 22' 1164 2910 - 1.111' 2328 430 SS Where Exposed ALONE ALONE HOOD NO. FILTER<S) LIGHTCS) UTILITY CABINET <S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY L ❑CATION 1 Stainless Steel <High E 3 16 ' 16 ' 4 Incandescent Light Fixt NO Top Width, 0' Bottom Width, 23' High 430 SS YES 519 LBS 5 16' 20' 2 Stainless Steel <Hlgh E Fronk 16' 20' 4 Incandescent Light Fixt NO 1164 0.176' YES 502 LBS 10' 16' 16' HOOD NO. OPTION LENGTH WIDTH HEIGHT RISERCS) WIDTH LENG. 1. LEFT END STANDOFF 3' Wide 1 Front 151' 12' 6' 10' 16' RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS 2 RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS _ LEFT END STANDOFF 3' Wide 658 0,121' 2 Fronk 130' - __ HOOD N❑, _____ -- POS. LENGTH WIDTH HEIGHT RISERCS) WIDTH LENG. DIA. CFM S.P. 1 Front 151' 12' 6' 10' 16' 658 0,121' 10° 16' 658 0.121' _ 10' 16' 658 0,121' 2 Fronk 130' 16° 6' 10' 28' 1164 0.176' 10' 28' 1164 0.176' 3.0000 54.0000 12.0000 1 10.000 .23.0000 U.L. Listed Incandescent Light Fixture -High Temp Assembly 9.0000 10,0000 101 3.0000 16.0000 6.0000 10.0000 6.0000 10.0000 74,0000 16.00( 0 25.0000 50.0000 CUSTOMER APPROVAL TO MANUFACTURE' Approved as Noted Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title 0 Date 12' 4.00'Nom./12' 4.00'OD 50.0000 L16.0000 74.0000 6.0000 G ISOM 101 26.0000 PLAN VIEW - Hood #1 12' 4.00" LONG 5424ND -2 -PSP -F NOTE, Additional hanging angles provided for hoods longer than 12 ft. EXHAUST RISE HANGING ANGLE 16' STAINLESS STEEL <HIGH EFFICIENCY) 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /DWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP RIGHT QUARTER END PANEL 12' .11/7 10' 22' U,L. Listed Incandescent Light Fixture -High Temp Assembly CDCDO 10 10' 10' J 101 3' 32' 2e' 63 1/2' a 8' - PPr 4,1r/ /At 0000 65' 28' 63 1/2' 8' - 10' 7.00'Nom. /10' 7.00'0D 33' PLAN VIEW Hood #2 10' 7.00" LONG 5424ND -2 -PSP -F 54.0000 4 23.0000 23,000 EQUIPMENT BY OTHERS 12' 16' INCANDESCENT LIGHT FIXTURE -HIGH TEMP SSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 12.77 23,5% OPEN STAINLESS �- STEEL PERFORATED PANEL 24.000p NOM. 48.0 MAX 104 80.0000 AFF TYP. SECTION VIEW - MODEL 5424ND -2 -PSP -F • 000 c REVIEWED FOR-- COMPLIANCE APPROVED MAN 14 2010 REVISIONS 1 DESCRIPTION DATE: Relocated Hood >' 2 04 -DO -1O 1 CALIFORNIA OFFICE 0 0 F- 0 0 ( 0) O s U Tukwila WA DATE: 12/30/2009 DWG.: - 1077236 DRAWN By: AJP SCALE: Not To Scale HOOD City of Tukwila BUILDING DIVI,CION SHEET NO. 1 RECE4VED G�ITY OF TI IvPAnl A , 0 t io PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS HEALTH DEPT. CORRECTIONS 02/13/10 hs LANDLORD CORR. FINALS ® - A - 8- ® - C SHEET NUMBER M 5 • FAN INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 3 126036 115953 55 deg F 7 In. w,c, - 14 in. w.c. Natural UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) NO. WEIGHT (LBS.) NO. 21.000'W x 71.000'L x 12.000'H Insulated 1 NCA16HPFA NCA16HPFA 3 2467 1,625 1352 1.500 3 208 4,7 159.41 2 NCA24HPFA NCA24HPFA 567.57 2910 2,000 1028 2.000 3 208 6.0 236.23 FAN INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 3 126036 115953 55 deg F 7 In. w,c, - 14 in. w.c. Natural 4 UNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) NO. 21.000'W x 71.000'L x 12.000'H Insulated 3 A1- D,250 -G10 G10 A1-31250 1974 0.500 1035 1.000 3 208 3.3 567.57 4 A1- D,250 -G10 G10 A1-D.250 2328 0.500 1136 1.5000 3 208 4.7 581,57 — S FAN UNIT NO INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 3 126036 115953 55 deg F 7 In. w,c, - 14 in. w.c. Natural 4 182604 167996 55 deg F 7 In. w.c, - 14 in. w.c. Natural FAN UNIT NO. ❑PTI ❑N (Qty. - Descr,) 1 1 - Grease Box 2 1. - Grease Box 3 1 - Inlet Pressure Gauge, 0 -35' GRAVITY DAMPER 1 - AC Interlock Relay - 24VAC Coll WALL MOUNT 1. - Low Flre Start # 1 - Manifold Pressure Gauge, -5 to 15' wc 4 1 - Intet Pressure Gauge, 0 -35" Vented Hinged 1 - AC Interlock Relay - 24VAC Coll # 1 - Low Flre Start 2 1 - Manifold Pressure Gauge, -5 to 15" wc FAN UNIT NO, FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 # YES Curb 31,500'W x 31,500'L x 20,000 "H Vented Hinged 3 # 3 2 21,000'W x 7L000'L x 12.000'H YES 4 # 4 Curb 21.000'W x 71.000'L x 12.000'H Insulated NO' ON FAN ITEM SIZE 1 # 1 Curb 26.500'W x 26,500'L x 20,000'H Vented Hinged 2 # 2 Curb 31,500'W x 31,500'L x 20,000 "H Vented Hinged 3 # 3 Curb 21,000'W x 7L000'L x 12.000'H Insulated 4 # 4 Curb 21.000'W x 71.000'L x 12.000'H Insulated CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date FAN #1 NCA16HPFA - EXHAUST FAN 39 3/8 33 3/4 2 23 1/2 REASE DRAIN 161/2 r -19 1/2 24 28, 39 DUCTWORK BETWEEN EXHAUST RISER ON HO ❑D AND FAN (BY OTHERS) FAN #2 NCA24HPFA - EXHAUST FAN 43 3/8 37 1/2 30 5/8 REASE DRAIN Fy -23 7/8 —y- ----26 7/8- -- 28 33 53 3/4 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES! - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300T (149 °C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX FEATURES' - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300T (149 °C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 •C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERI ❑D OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION, OPTIONS GREASE BOX 26 1/2' 26 1/2' 20' ///t-M1 1/2' 31 1/2' VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3' FLANGE ROOF OPENING 24 DIMENSIONS 20' 28 VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3' FLANGE / ROOF OPENING / 28 DIMENSIONS REVIEWED FOR CODE COMPLIANCE APPROVED MA`f 14 2010 City of Tukwila i REVISIONS DESCRIPTION DATE: Relocated Hood # 2 04 -09 -10 1 v 0 a Tokyo Tokyo O S U Tukwila__ WA DATE: 12/30/2009 DWG. #: — 1077236 DRAWN AJP SCALE: Not To Scale FAN SHEET NO. 2 RECFIV D CITY aF TU LA MAY.r0 72010 PeRMITCENTER DATE: 12/18/09 .108 NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS A- A- A- A- A- A- A CAPTREAREDAKI SHEET NUMBER M-6.O LIFTING LUG FAN #3 A1- D.250 -G10 - HEATER 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10' BLOWER 2, INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4, GAS PRESSURE GAUGE, 0 -35', 2,5' DIAMETER, 1/4' THREAD SIZE 5. COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 6, LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. 7, GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2,5' DIAMETER, 1/4' THREAD SIZE 27 3/8' 3 3/4' EQUIPMENT CURB 5 9/16' CURB OUTER WALL -` DISCHARGE OPENING -� -11 1 /2' 1 13 1/4' 3 7/8' -' L 1 L_J — 0- 0 0 AIRFLOW SUPPLY SIDE HEATER INFORMATION' WINTER TEMPERATURE = 20'F, TEMP. RISE = 55'F. OUTPUT BTUs AT ALTITUDE OF 0.0 ft = 115953 INPUT BTUs AT ALTITUDE OF 0.0 ft. = 126036 FLEX CONDUIT FOR FIELD WIRING 32 1/8' 118 5/8' 42 1/8' 29 3/4' AIRFLOW SERVICE DISCONNECT-''® SWITCH BLOWER /MOTOR ACCESS DOOR 24' SERVICE �' CLEARANCE REQ. DIRECT FIRED MODULE 39 9/16' 3/4' NPT 0 7 13/16'. .1 o . AIRFLOW 12' 12' 21' -I ROOF OPENING 2' SMALLER THEN CURB DIMENSI ❑N. CUSTOMER APPROVAL TO MANUFACTURE' Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date 71' LIFTING LUG FAN #4 A1- D,250 -G10 - HEATER 1, DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10' BLOWER 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. GAS PRESSURE GAUGE, 0 -35', 2.5' DIAMETER, 1/4' THREAD SIZE 5. COOLING INTERLOCK RELAY. 24VAC C ❑IL. 120V CONTACTS, LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 6. LOW FIRE START, ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATI ❑N CONTROL IS IN A LOW FIRE POSITI ❑N. 7. GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2,5' DIAMETER, 1/4' THREAD SIZE 27 3/8' 3 3/4' EQUIPMENT CURB 1-21' ROOF OPENING 2' SMALLER THEN CURB DIMENSION. 5 9/16' CURB OUTER WALL -. DISCHARGE OPENING 12' 13 1/4' 3 7/8' -f 29 3/4' 11 1/2' 0 AIRFLOW SUPPLY SIDE HEATER INFORMATION] WINTER TEMPERATURE = 20'F. TEMP, RISE = 55'F. OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 167996 INPUT BTUs AT ALTITUDE OF 0,0 ft, = 182605 FLEX CONDUIT FOR FIELD WIRING 32 1/8' AIRFLOW SERVICE DISCONNECT SWITCH BLOWER /MOTOR ACCESS DOOR 24' SERVICE CLEARANCE REQ. , 118 5/8' 42 1/8' e m s r DIRECT FIRED MODULE 39 9/16' X3/4' NPT ..- 713/16'0 0 0 • 1l2' 71' REVIEWED FOR CODECOMPLIANCE APPROVED MAY 14 201U City of Tukwila BUILDING DIvicIDtt' REVISIONS DESCRIPTION DATE R.Iocatod Hood f 2 04 -09 -10 "1111111 ono firjr tit 1 SOUTHERN CALIFORNIA OFFICE 0 0 0 0 0 U C5 DATE: 12/3 0/2009 DWG. #: — 1077236 DRAWN AJP SCALE: Not To Scale FAN SHEET NO. 3 / CITY OF Tl1KWILA MAYA 7.201u PERMIT GE DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS ®- ®- CAPTIVEAFE SHEET NUMBER M-7.O Direct Fired Heater Wiring JDB NAME Chow King - Tokyo Tokyo - Tukwila WA DATE 12/30/2009 DRAWING NUMBER DF1077236 -3 JDB NUMBER 1077236 MODEL A1- D.250 -G10 1 2 3 o_GR 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 102 G 105GI CB -01 BK 20e BK $K o ° BK MTR-01 \—, 115 WH BK OL -01 9596 ST -01 A2 Al Ll . TST-01 ❑L -0 i BK L211T -T2 BK L311 T3,T3 BK H PS -01 0PS -02 NC OR N❑ BK CE BK C ° �j 'NC •�-�� r :, 1.i 111 TS -03 BK R'-10 WF 24Vf,C COIL - Slgnat From Condenser Call For Cooling Interlock° RD XX 02_0 (LINE 4) RE -10 CAC RD OR 0 60 0 C S NC BK OR 20 3• GY ,, GY 40 BK 10160 50 BR 1017 el BK S S10- 0A FSC -01 FR -01 H GY 115 WH WH TR -02 BR BL TR -03 --IL1 L2) SPARK{ PLUG VA -01 • • WH LOW FIRE START AMPLIFIER VA -02 MA -01 BL TS -05 VA -03 Installed Options Discharge Temp. Control 24V AC Interlock Relay Component Identification Label Description Location CB -01 Circuit breaker (tamp) [3] FR -01 Flame rod FSC -01 Fireye FSC MA -01 Modulating amplifier MT -01 Supply motor ❑L -01 Supply motor overload PS -01 Low Airflow Switch PS -02 High Airflow Switch C9] [9] RE -10 AC Interlock Relay C10]E17] ST -01 Supply motor contactor [2]C7][9] SW -01 Main disconnect switch [2] TR -01 Power transformer(20OvaI3J TR -02 Power transformer(20va) [12] TR -03 Ignition transformer [14] TR -04 Power transformer(20va)[17] TS -02 High temp limit switch [10] TS -03 Intake air thermostat (10] TS -05 Discharge Air Sensor C21] VA -01 Pilot gas valve [13] VA -02 Main gas valve VA -03 Modulating gas valve C18] [20] Motor Inc o Supply HP VOLTS FLA CONTACT OR OVERLOAD 1 3 phs 208 V 3.3 100- KO5D1OM 193 -KB40 MINIMUM CIRCUIT AMPACITY1 5.28 NOTES, DENOTES FIELD WIRING DENOTES INTERNAL WIRING wow TERMINAL 11 PROVIDES CODLING CONNECTION WIRE COLOR YW - YELLOW GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED WH - WHITE PK - PINK f Installation Wiring JDB NAME Chow King - Tokyo Tokyo - Tukwila WA DATE 12/30/2009 DRAWING NUMBER RP1077236 -3 JOB NUMBER 1077236 MODEL A1- D.250 -G10 120 V 1 PH. Gal -flex conduit (in unit) Disconnect Switch Factory wiring BK OP ustomer supplied wiring from building power or pre WH GR wired control panel 240 V 1 PH. Gal -flex conduit (in unit) Disconnect Switch Factory wiring BK RD Customer 7- supplied wiring from building power or pre wired control panel GR 208/460/600 V 3 PH. Gal -flex conduit (in unit) Disconnect Switch Factory wiring BK GR Customer supplied wiring from building power or pre wired control panel Installed Options Power Connection See above details, 0 Component Identification Label Description Location NOTES WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED PK - PINK WH - WHITE REVISIONS DESCHIPTION DATE Relocated Hood� 04 -00 -10 1 SOUTHERN CALIFORNIA OFFICE 1 4;L d 18010 Sky Park Circle, Suite 290, IRVINE, CA, 92614 PHONE: (949) 660 -7701 FAX: (919) 227 -5975 EMAIL: reg8641captiveaire.com DATE: 12/30/2009 DWG. #: - 1077236 DRAWN AJP SCALE: Not To Scale FAN SHEET NO. 4 SEPARATE PERMIT AND APPROVAL REQUIRED CITY (()F TT L q ''w 072010 PERMIT C DATE: 12/18/09 JOB NO 09 -080 DRAWN: STAFF CHECKED: C.M. 71.1 • N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O <J u N CO 0 rmiz�ro 0 OS =za Imm CO I- ILLI CO D lij 0 0]: 0 w Za yY AW O gi � U � REVISIONS HEALTH DEPT. CORRECTIONS 02 /13/10 A LANDLORD CORR. FINALS ®- A - ®- CAPTREAFE DWG SHEET NUMBER M-8.O .a... L.LI N❑. V L S Id TAG J. v <aa.a a. s va...a PACKAGE # v.•...••+ LOCATION SWITCHES ROOFTOP STARTERS ❑PTI ❑N FANS CONTROLLED - LOCATION QUANTITY TYPE sd H.P. VOLT FLA 1 311110FP Wall Mount In SS Box SS Wall Mount Box 1 Light 1 Fan Exhaust On In Fire, Fans On/Off Thermostatically Controlled Exhaust 3 1.500 208 4.7 Supply 3 1.000 208 3.3 2 311110FP Wall Mount In SS Box SS Wall Mount Box 1 Light 1 Fan Exhaust On In Fire, Fans On /Off Thermostatically Controlled Exhaust 3 3.000 20B 6.0 Supply 3 2.000 208 4.7 ELECTRICAL PREWIRE PACKAGE JOB NAME Chow King - Tokyo Tokyo - Tukwila WA DATE 12/30/2009 DRAWING NUMBER 311110FP JOB NUMBER 1077236 DRAWN BY CONTROL INPUT 120VAC H1 =LINE, N1= NEUTRAL 15A BKR — DO NOT WIRE TO SHUNT TRIP BREAKER 2 FS -01 BL ir.•' T6C -O 1 /O 3 BK TC- 1 1 Amp Max 4 5 6 8 9 10 11 12 13 14 15 LS -01 R1 -1 sx NC NO YW 19" N1 a WH -� (Fan Switch Shown Installed) ST -1 OL -1 ORA►2 9605 WH DK ST -2 OL -2 Ajr-j12 96,95 WH ty TC -01 1 MS -1 Jum er C1 i C NO WH TR1 8 R1 LIGHT INPUT 120VAC H2 -H5 =LINE, N2 —N5= NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) 16 17 18 INPUT 3 WIRE - 3 PHASE__ 19 B 1WcyNH Jum u er 3 PHASE 208V ST -1 OL -1 L1 T1 y j1 20 21 22 23 24 TtT3 3 PHASE 208Y Li T1 OL T1 L2 T2 T2 TT3 MEC NOTE 1: RTD TEMP SENSOR FIELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH. EACH SENSOR I5 WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7, 10 AND 11 ARE WIRED IN PARALLEL. TERMINALS 6 AND 8 ARE JUMPERED ON EACH CONTROLLER. 3 Phase, W/ 1 Exhaust Fan, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled. COMPONENT PARTS LIST L69EL. DESCRIPTION =MOB C —x Contactor ST —x Starter OL —x Overload FS —xx Fan Switch (Lighted) LS -xx Light Switch L ' Hood Light(e) MS —x MicroSwitch (Ansul /PyroChem) Rx Relay DPDT — 34.110.0146.0 ISN XX TEMPERATURE CONTROLLER PXR4— WASI —GV0A7 —X RTD TEMPERATURE SENSOR (See Note 1) SPARE FIRE DRY CONTACTS SPARE RELAY CONTACTS USED WHEN FIRE SYSTEM DISCHARGES TO SHUT DOWN SHUNT TRIP, EQUIPMENT... OR PROVIDE SIGNALS. __ o,I.R NC C36 NO TERMINAL FOR FIELD WIRING TO BUILDING FIRE PANEL. DRY CONTACTS FOR SIGNAL ONLY TR: Tripped, AR: Armed, C: Common Rx RELAY socgEr E "CLION" C —RD Na NO—EL NC NC —PR Coin cam 4 i 8 7 6 16 MS —x MicroSwitch C —RD N0 —BK NC —BR Motor Type PH Volt HP Exh -1 Exh 3 208 1.5 Sup -2 Sup 3 208 1 FLA BREAI{F:R 4.7 15 Amp 3.3 -- Amp NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL BLUE GY - GRAY BR - BROWN PR — PURPLE OR - ORANGE OR /BL - ORANGE /BLUE (STRIPE) RD - RED BL/RD - BLUE /RED (STRIPE) WH - WHITE ROAN - RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGIZED NOTE: IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 12 x 18 x 6 Box REVISIONS 1 DESCRIPTION DATE Relocated Hood # 2 04 -09 -10 lir 11111'i mi I II Rift ti 1 SOUTHERN CALIFORNIA OFFICE 0 0 0 0 Tukwila WA a DATE: 12/30/2009 DWG. #: - 1077236 DRAWN AJP SCALE: Not To Scale ECP SEPARATE PERMIT AND APPROVAL REQUIRED SHEET NO. 5 } RECEIVE D4c w, CITY OF TIJKWILA hlar,072010 PERMIT CEIff DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. ..x„::::::ift:::::::::::::::::::::$.:::$;::::::::::: ;iti : :3 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 >NI 0 a N 1)1 1- Lu� >Cv)Z °t �M��3 0 LLJ ° D.§ z yWF� co = w 0 REVISIONS HEALTH DEPT. CORRECTIONS 02 /13/10 Q LANDLORD CORR. FINALS ®- A - ®- etenvEAFIE SHEET NUMBER M-9.O Chowking \80410STO.dwg 0 0 00 0 0 a 0 N CO April 08,2010 — 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE B ON GRAD �fl'c= 4500 PS 3/4 YES PRIOR TO POURING OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS BOLTS IN CONCRETE (A307) -- YES PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS FIELD WELDING STRUCTURAL STEEL (ELECTRODE= E -70xx) YES -- DURING THE WELDING REINFORCING STEEL (ELECTRODE= E -90xx) YES -- DURING THE WELDING EPDXY ITEMS YES -- DURING INSTALLATION GRADING EXCAVATION AND FILLING YES -- DURING EARTH -WORK EXCAVATION, GRADING AND FILLING (SEE SOIL REPORT) 4. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD NONE SPECIAL INSPECTION AND QUALITY ASSURANCE 1. SPECIAL INSPECTION PER 2006 I.B.C. CHAPTER 17 SECTION 1704= SPECIAL INSPECTION. SECTION 1707= SPECIAL INSPECTION FOR SEISMIC RESISTANCE. SECTION 1708= STRUCTURAL TESTING FOR SEISMIC RESISTANCE. SECTION 1705= STATEMENT OF SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL ` INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE ' BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 2. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK :(AS MARKED) 2.1 STEEL CONSTRUCTION (TABLE 1704.3 AND SECTION 1704.3) MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, STRUCTURAL STEEL, WELD FILLER WELDING (SECTION 1704.3.1 AND TABLE 1704.3) STRUCTURAL STEEL REINFORCING STEEL DETAILS OF STEEL FRAMES (TABLE 1704.3) HIGH STRENGTH BOLTING (SECTION 1704.3.3) MANUFACTURER'S CERTIFICATE OF COMPLIANCE VERIFICATION OF APPROVED FABRICATOR BEARING AND BASE PLATE GROUTING NON- DESTRUCTIVE TESTING. 2.2 CONCRETE CONSTRUCTION (TABLE MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING REINFORCING STEEL BOLTS IN CONCRETE SHOTCRETE AND PLACEMENT PRESTRESSED CONCRETE ERECTION OF PRECAST CONCRETE MEMBERS SLAB ON GRADE, EXCEPT NON- STRUCTURAL CONCRETE SLAB DESIGN MIX CONCRETE CYLINDERS, SLUMP, AIR, TEMPERATURE CURING IN -SITU CONCRETE STRENGTH 2.3 MASONRY CONSTRUCTION (SECTION 1704.5) LEVEL 1 SPECIAL INSPECTIONS (TABLE 1704.5.1) LEVEL 2 SPECIAL INSPECTIONS (TABLE 1704.5.3) 2.4 WOOD CONSTRUCTION (SECTION 1704.6) VERIFICATION OF APPROVED FABRICATOR OR PREFABRICATED WOOD STRUCTURAL ELEMENTS FABRICATION OF HIGH LOAD DIAPHRAGMS (SHEATHING, NAILING, FASTENING, FRAMING) 2.5 SOILS (SECTION 1704.7) SITE PREPARATION FILL PLACEMENT IN -PLACE DENSITY 2.6 SPECIAL EXCAVATION, GRADING AND FILLING 2.7 PILE FOUNDATIONS (SECTION 1704.8) 2.8 PIER FOUNDATIONS (SECTION 1704.9) 2.9.1 SPRAYED FIRE RESISTANT MATERIALS (SECTION 1704.10) 2.9.2 MASTIC AND INTUMESCENT FIRE - RESISTANT COATINGS (SECTION 1704.11) 2.10 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (SECTION 1704:12) 2.11 SPECIAL CASES (SECTION 1704.13) REBAR OR BOLT IN EPDXY GROUT HOLD -DOWN SUBSTITUTION IN TENSION ROCK RETAINING WALLS (ROCK PLACEMENT, ROCK SIZE, FOOTING, EMBEDMENT, DRAINAGE, BACKFILL, COMPACTION, FILTER FABRIC, BATTER, SLOPE AND OTHER ITEMS SPECIFIED BY ENGINEER RECORD). EXPANSION ANCHORS, EMBEDDED PLATES MECHANICAL SPLICES 2.12 SMOKE CONTROL SHALL BE APPROVED BY LOCAL FIRE DEPARMENT. (SECTION 1704.14) 2.13 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1707) STRUCTURAL STEEL (SECTION 1707.2) STRUCTURAL WELDING (SECTION 1707.2) STRUCTURAL WOOD (SECTION 1707.3) FIELD GLUING NAILING, BOLTING, ANCHORING AND FASTENING DRAG STRUTS BRACES HOLD- DOWNS SHEAR WALLS AND DIAPHRAGM NAILING, ANCHORING, BOLTING, ANCHORING AND FASTENING COLD FORMED STEEL FRAMING (SECTION 1707.4) STRUCTURAL` RACKS OVER 8 FEET ACCESS FLOORS (SECTION 1707.5) ARCHITECTURAL COMPONENTS (SECTION 1707.6) EXTERIOR CLADDING INTERIOR AND EXTERIOR NON - BEARING WALLS INTERIOR AND EXTERIOR VENEER MECHANICAL AND ELECTRICAL COMPONENTS (SECTION 1707.7) COMPONENT INSPECTION (SECTION 1707.7.1) COMPONENT ATTACHMENT AND TESTING (SECTION 1707.7.2) COMPONENT MANUFACTURER CERTIFICATION (SECTION 1707.7.3) 2.14 STRUCTURAL TESTING FOR SEISMIC RESISTANCE (SECTION 1708) MASONRY MASONRY LEVEL 1 (SECTION 1708.1 AND TABLE 1708.1.2) MASONRY LEVEL 2 (SECTION 1708.1 AND TABLE 1708.1.4) REINFORCING AND PRESTRESSING STEEL STRUCTURAL STEEL MECHANICAL AND ELECTRICAL EQUIPMENT SEISMIC RESISTANCE TESTING ( SECTION 1708.5) MANUFACTURER'S CERTIFICATE OF COMPLIANCE ON ANCHORAGE INSPECTION OF ANCHORAGES AND LABELS 1704.4 AND SECTION 1704.4) GENERAL NOTES STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO AISC 360. (ALL ROLLED STEEL SECTIONS AND /OR BOLTS MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. MILL CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL GRADES OTHER THAN ASTM A36 WILL REQUIRE TESTING BY AN APPROVED LABORATORY. A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. MATERIALS: I ASTM A 992 Fy = 50 KSI FOR I- SHAPES ASTM A 36 Fy = 36 KSI FOR PLATES AND ANGLES ASTM A 500, GRADE B Fy = 46 KSI FOR STRUCTURAL TUBING ASTM A 53, GRADE B Fy = 35 KSI FOR PIPES ASTM A 325 TYPE 1, FOR HIGH STRENGTH BOLTS ASTM A 563 HEAVY -HEX NUTS ASTM AF436 HARDENED STEEL WASHERS ASTM F1554 GRADE 36 ANCHOR BOLTS 2. WELDING SHALL CONFORM TO ANSI/ AWS D1.1 -92, AND BE DONE BY ELECTRIC SHIELDED ARC PROCESS USING E -70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE, AND FREE OF PINHOLES, POROSITY, UNDER- CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE FULL PENETRATION. 3. WELDS SHALL BE DONE IN THE SHOP OF A "CODE" APPROVED FABRICATOR UNLESS OTHERWISE NOTED ON PLANS. ALL THE FIELD WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL AND CONTINUOUS INS- PECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED. 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR, MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL BE TOUCHED -UP AFTER ERECTION. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START FABRICATION. FAB- RICATION SHALL CONFORM TO A.I.S.C. SPECIFICATION. 6. BOLTS SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 7. ALL STEEL FABRICATIONS SHALL BE DONE IN A SHOP LI- CENSED BY THE GOVERNING CITY OR COUNTY. DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON- SHRINK GROUT, FIVE STAR OR EQUIVALENT APPROVED. 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO FRAMING MEMBER IS INSTALLED. 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSTALLATION. METAL SYS. STUDS (METAL STUD MANUFACTURER'S ASSOCIATION - ESR_1229 OR EQUAL APPROVED) 1. ALL METAL STUDS OR JOIST SHALL BE OF THE TYPE, SIZE & GAGE AS SHOWN ON THE PLANS. FOR OTHER INFO. SEE ESR -1229. 2. ALL STUDS, JOISTS AND TRACKS 12, 14, AND 16 GAGE SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE D, WITH MINIMUM YIELD OF 50,000 PSI. ALL 18 AND 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRIDGING, CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. 3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE, AS FOR BRACING, TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 4. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE ATTACHED BY WELDING. DISSIMILAR STUD COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHING OR BUTTING. WIRE TYING OF FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. PREFABRICATED PANELS SHALL BE SQUARED AND BRACED AGAINST RACKING. LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT TO CAUSE LOCAL DISTORTION OF ANY MEMBER. 5. BUTT WELDS OR SPLICES SHALL BE USED AT ALL BBUTT JOINTS IN TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED: ALL WELDS SHALL BE FILLET, PLUG BUTT OR SEAM. WHERE CONNECTED TO STRUCTURAL STEEL, WELDING SHALL NOT BE DONE ON STRAIGHT PORTIONS OF FLANGE OR WEB BUT ONLY AT INTERSECTION OF FLANGE AND WEB. WHERE STUDS ARE BURNED THROUGH BY WELDING PROVIDE SUITABLE STITCH PLATE. 6. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED NOT TO EXCEED 4' -0" ON CENTERS. ICC -ES REPORTS' 1. EPDXY ANCHOR SYSTEM TO EXISTING CONCRETE a. HILTI -RE 500 -SD ICC -ESR -2322 b. SIMPSON SET -XP ICC -ESR -2508 c. #4 (E) =5" #6 (E) =9" #5 (E) =9" #7 (E) =9" #8 (E) =10" 2. EPDXY ANCHOR SYSTEM TO EXISTING MASONRY WALL a. HILTI -HY 150 ICC -ESR -2678 b. SIMPSON SET ICC -ESR -1772 c. #4 OR 1/2"O ALL THREADED E =5" #5 OR 5/8 "0 ALL THREADED E =5" #6 OR 3/4 "0 ALL THREADED E =6" 3. SHOT PIN: a. SHOT PIN TO GROUND FLOOR HILT. PNEUMATIC SHOT PIN .145 DIA. 1" EMBED ICC -ESR -1663 b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HILT! SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 4. EXPANSION BOLT ANCHOR: a. HILTI KWIK BOLT TZ ANCHOR: ESR -1917 SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- DANCE WITH THE SOIL - ENGINEER'S RECOMMENDATIONS. ANY DIS- CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS ; MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. GENERAL FOUNDATION NOTES 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. SOIL REPORT SHALL BE PART OF THIS NOTES. PRIOR TO THE POURING OF CONCRETE, THE SOIL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI- TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY THE BUILDING INS - PECTOR. 2. SOIL REPORT BY: NONE 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOIL REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S SUPERVI- SION AND INSPECTION. 4. TYPE OF FOOTING - -- EXISTING 18" DIA. PILE CAPACITY 60T. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOIL REPORT. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, AIR CONDITIONING, PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- MENTS. 7. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL TO TRENCH FROM THE TRENCH MUST BE AT THE SAME ELEVA- TION AS BOTTOM OF TRENCH. PROVIDE 16" X 16" CONCRETE. PEDESTAL, POUR WITH FOOTING 4 - #6 VERTICAL BARS WITH #3 TIES AT 12" O.C. 3 - #3 TIES AT 3" O.C. AT TOP. 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x 16' -0" LONG BARS AT BOTTOM. CENTER BARS ON TRENCH. VERIFY ALL CONDITIONS IN FIELD. 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER _ FOUNDATION. 10. USE STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING PLAN. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER- MEDIATE GRADE CONFORMING TO ASTM SPECIFICATION: A615 GRADE 40 FOR BARS #4 AND SMALLER: A615 GRADE 60 FOR BARS #5 AND LARGER. MESH REINFORCING SHALL BE 6X6 W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING TO ASTM SPECIFICATION A185. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 64 BAR DIAMETERS IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. 3. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS NOTED OTHERWISE ON PLANS. 5. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE USED FOR REBARS REQUIRING WELDING AND ALL GRADE BEAM REINFORCING CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04 %. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED BY SOIL CONDITIONS - -- SEE SOIL REPORT. 2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL SUBMIT TO ARCHITECT /ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO USE. MAXIMUM SLUMP SHALL BE 4" U.N.O. USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD. E SLAB, GRADE BEAM & PILE CAP : 4000 PSI N GROUND FLR. SLAB : 4500 PSI © 28 DAY N CONC. CURB AT GROUND FLR. : 3000 PSI 0 28 DAY 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT PER CUBIC YARD AS FOLLOWS U.N.O.: 3000 PSI - 470 4000 PSI 564 5000 PSI - 611 4. ALL CONCRETE SHALL NOT EXCEED THE MAXIMUM WATER /CEMENT RATIO AS FOLLOWS: COMPRESSIVE NON AIR STRENGTH ENTRAINED AIR ENTRAINED 3000 PSI 4000 PSI 5000 PSI 0.55 0.50 0.45 0.50 0.45 0.40 5. PROVIDE 6" (±1%) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO WEATHER. 6. FOR SLAB ON GRADE, THE MINIMUM CEMENT CONTENT SHALL BE BASED ON THE MAXIMUM SIZE OF AGGREGATE AS FOLLOWS: MAX. SIZE OF AGGREGATE IN INCHES CEMENT LB. PER CUBIC YARD 1 1/2 470# 1 520# 3/4 540# 1/2 590# 7. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITEC- TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. 8. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. 9. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. ABBREVIATIONS ABV. B. BEL. B.O.F. B.S. E.S. E.W. F.O.S. F.O.SH. 0.C. T. T &B T.O.F. T.O.M. T.O.P. T.O.D. T.O.S. T.O.SH. T.O.ST. V.I.F. ABOVE BOTTOM BELOW BOTTOM OF FOOTING BOTH SIDES EACH SIDE EACH WAY FACE OF STUD FACE OF SHEATHING ON CENTER TOP TOP AND BOTTOM TOP OF FOOTING TOP OF MASONRY TOP OF PARAPET TOP OF DECK TOP OF SLAB TOP OF SHEATHING TOP OF STEEL VERIFY IN FIELD CODE' 2006 IBC GENERAL 1. THE `CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCES OR INCONSISTENCIES. 2. DO NOT SCALE THE DRAWINGS. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 4. ALL WORK SHALL CONFORM TO THE MINIMUN STANDARDS OF THE FOLLOWING CODES: THE 2006 INTERNATIONAL BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND IN THE PROJECT SPECIFICATIONS. 5. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF DOORS AND WINDOW OPENINGS. SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON - BEARING PARTITIONS. SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS. DIMENSIONS HOT SHOWN ON THE STRUCTURAL DRAWINGS. CEILING ASSEMBLIES. EXTERIOR WALL ASSEMBLIES. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT PENETRATION ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESE T THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MET OD OF CONSTRUCTION. 8. THE : CON ;RACTQR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED, TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBERS. 10. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST. APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT. 11. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IN M ED IATELLY. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT ; WHEN PLACED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHALL CONSIST OF 1 BLUELINE SET AND 1 SEPIA SET. DESIGN LOADS A. WIND DESIGN DATA 1. BASIC WIND SPEED (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR 3. WIND EXPOSURE Vas =85 MPH IW = 1.0 C 4. OCCUPANCY CATEGORY 11 5. DETERMINATION OF WIND LOAD USE METHOD I SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') B. EARTHQUAKE DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR . I E = 1.0 SEISMIC USE GROUP. 11 2. MAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.419 Si...- 0.485. D 3. SITE CLASS 4. SPECTRAL RESPONSE COEFFICIENTS 5. SEISMIC DESIGN CATEGORY C. ROOF LIVE LOAD 25 PSF SNOW IREVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 SDS= 0.946 SDI= 0.490 D Ci ty of Tukwila BUILDING DIVI,SI(1N � O--oI JV ` APR 13 2010 ffCE INCOMPLETE LTR# DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 LO 0 0 WESTF ELD 9CENTE• SPACE 0 V N N co ANF &ASSOCIA77S Tel: (626)448AI82 (w h• g Sing Ii 01 P gi ... Pa.: (626)44g 809 WW MAW JOB Mo A - ® - ® - • - A,- LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS ® - NE 1\0 ES SHEET NUMBER 0 0 0 0 0804.10 Chowking \80410ST1.dwg April 08,2010 - 2:38, pm User: userl J: \10804\ z CV (E) #4 0 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 20 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP I I 11 II 11 (E) REBAR BENT UP EQ. EQ. 30 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CHEEP OUT DETAIL (E) TOP REBAR SEE EXIST'G. DRWS. / 0 ��_-�-�-, :i 0 H I' A [ 1 I Ill 1 41 I lifil LC P. [I I:i H VVVVVI H railVAPIEGIr �♦O • fa I G f � N 0 [ li--------1 „....,_____H [ 0 o "` JI NORTI 4' -0" (U.N.O.) W s i CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 20 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP I I 11 II 11 (E) REBAR BENT UP EQ. EQ. 30 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CHEEP OUT DETAIL (E) TOP REBAR SEE EXIST'G. DRWS. 1D CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA ® FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP 1► 11 r=/ (E) REBAR BENT UP EQ. je EQ. 0 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND CONC. CHEEP OUT DETAIL CONC. CHEEP OUT DETAIL X 5" cV 0 111 " MAX. E DIRECTION T &B BAR OF SLAB 0 LAP #6 TO MATCH EXIST'G. SPACING ® (N) LENTON LOCK REBAR SPLICING 03 (N) #4 x 3' -9" ® BENT (E) #6 DOWN & CUT FOR (N) REBAR SPLICING 0 (N) 9 1/2" SLAB f'c =4500 PSI 12" 12" 12" 12" s LO A N -S DIRECTION BAR OCOFSLAB N -S DIRECTION T &B BAR CI) C OF SLAB INFILL DETAIL 11 O CHEEP OUT (E) CONC. 16 "x16" ® CUT (E) REBAR AT CENTER 12 "x12" AREA. (DO NOT CUT (E) BAR IF NOT WITHIN 12 "x12" AREA) ® FLOOR SINK SEE PLUMBING & ARCH'L. DWG. O ADD 4 - #5 x3' -0" TOP E.W. 0 (N) 3'- 6 "x3' -6 "x12" CONC. F'c =4500 PSI ® (N) #5 x 13p I DOWEL 2' -9" 16 "x16" MAX. In aQ 3'- 6 "x3' -6" FOR:12 "SQ. (Se 7" DIA. 0 SEE ARCH'L PLANS FOR TYPICAL PARTITION WALL SCHEDULE. PROVIDE 2 -3 5/8 "x1 1/4"x25GA. 08" O.C. WHERE WATER HEATER OCCURS. SEE DETAIL 3 / -. ®2 PL.4"WIDEx12 "LONGx20GA. 03 (E) CONC. SLAB ® (N) 6" CONC. CURB SEE ARCH'L. 0 3/4 "x24 "GA. METAL STRAPS OR WATER HEATER SEISMIC STRAPS APPROVED BY OFFICE OF STATE ARCH'L. INSTALL ONE STRAP WITHIN THE TOP 1/3 OF THE WATER HEATER UNIT AND ONE AT THE BOTTOM 1/3. © WATER HEATER BY OTHER O WATER HEATER CONTROL ® WATER TIGHT PAN PER ARCH'L ®9 (N) #4 DOWELS x 8" 0 EA. CORNER 10 (N) #4 REBAR CONT. 0 -I- inN NOTE: USE SIMPSON 'SET -XP' EPDXY TO CONCRETE (ESR -2508) SPECIAL INSPECTION REQUIRED a e d 0 0 TYP FLOOR SINK CONC. CHEEP OUT • WATER HEATER PLATFORM DETAIL O W/ #85/8"x1 CREWS 1/4"x25GAC. 0 O.C. C. WHERE WATER HEATER OCCURS. 02 PL.4 "WIDEx12 "LONGx20GA. W/2 - #8 SCREWS TO STUD (8 SCREWS TOTAL) 03 1/41'0 M.B.x2 "LONG W /WASHERS ® 3/4 "x24GA. WATER HEATER SEISMIC STRAP DETAIL O X -RAY TO FIND (E) REBAR 0 3" DIA. HOLE THRU (E) SLAB DO NOT CUT (E) REBAR. REVIEWED 1=C1Ti CODE COMPLIANCE APPROVED MAY 14 2010 City ot Tukwila BUILDING DIVISION LA APR 13 2010 PER IT CEPS DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 7 1 1 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O O CD 0 w (o NO (.O Id 0 T 0 w No ANF & ASSOCIATS Tel: (62n448sin Co, (ling Sl.cl 1 Ingi .... P, (626)445.8082 ( J013M 10804.10 9420 Tc1.Ior Ave., Seise 11 CERTIFY WERE PREPA ME, AND THAT ARCH TECT UNDE$ a'+ nF TH 1iE @F W/ S N9Tel Zpl ,7 L CENSE 140. 11022 00 EXPIRATION DATE: 1 -19 -2011 REVISIONS - / \ — / \ - DET I, .,S SHEET NUMBER 0 o' (O 0 / 1 :i H [ I:i railVAPIEGIr �♦O u G � N 0 „....,_____H F� o 11 NORTI 1D CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA ® FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP 1► 11 r=/ (E) REBAR BENT UP EQ. je EQ. 0 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND CONC. CHEEP OUT DETAIL CONC. CHEEP OUT DETAIL X 5" cV 0 111 " MAX. E DIRECTION T &B BAR OF SLAB 0 LAP #6 TO MATCH EXIST'G. SPACING ® (N) LENTON LOCK REBAR SPLICING 03 (N) #4 x 3' -9" ® BENT (E) #6 DOWN & CUT FOR (N) REBAR SPLICING 0 (N) 9 1/2" SLAB f'c =4500 PSI 12" 12" 12" 12" s LO A N -S DIRECTION BAR OCOFSLAB N -S DIRECTION T &B BAR CI) C OF SLAB INFILL DETAIL 11 O CHEEP OUT (E) CONC. 16 "x16" ® CUT (E) REBAR AT CENTER 12 "x12" AREA. (DO NOT CUT (E) BAR IF NOT WITHIN 12 "x12" AREA) ® FLOOR SINK SEE PLUMBING & ARCH'L. DWG. O ADD 4 - #5 x3' -0" TOP E.W. 0 (N) 3'- 6 "x3' -6 "x12" CONC. F'c =4500 PSI ® (N) #5 x 13p I DOWEL 2' -9" 16 "x16" MAX. In aQ 3'- 6 "x3' -6" FOR:12 "SQ. (Se 7" DIA. 0 SEE ARCH'L PLANS FOR TYPICAL PARTITION WALL SCHEDULE. PROVIDE 2 -3 5/8 "x1 1/4"x25GA. 08" O.C. WHERE WATER HEATER OCCURS. SEE DETAIL 3 / -. ®2 PL.4"WIDEx12 "LONGx20GA. 03 (E) CONC. SLAB ® (N) 6" CONC. CURB SEE ARCH'L. 0 3/4 "x24 "GA. METAL STRAPS OR WATER HEATER SEISMIC STRAPS APPROVED BY OFFICE OF STATE ARCH'L. INSTALL ONE STRAP WITHIN THE TOP 1/3 OF THE WATER HEATER UNIT AND ONE AT THE BOTTOM 1/3. © WATER HEATER BY OTHER O WATER HEATER CONTROL ® WATER TIGHT PAN PER ARCH'L ®9 (N) #4 DOWELS x 8" 0 EA. CORNER 10 (N) #4 REBAR CONT. 0 -I- inN NOTE: USE SIMPSON 'SET -XP' EPDXY TO CONCRETE (ESR -2508) SPECIAL INSPECTION REQUIRED a e d 0 0 TYP FLOOR SINK CONC. CHEEP OUT • WATER HEATER PLATFORM DETAIL O W/ #85/8"x1 CREWS 1/4"x25GAC. 0 O.C. C. WHERE WATER HEATER OCCURS. 02 PL.4 "WIDEx12 "LONGx20GA. W/2 - #8 SCREWS TO STUD (8 SCREWS TOTAL) 03 1/41'0 M.B.x2 "LONG W /WASHERS ® 3/4 "x24GA. WATER HEATER SEISMIC STRAP DETAIL O X -RAY TO FIND (E) REBAR 0 3" DIA. HOLE THRU (E) SLAB DO NOT CUT (E) REBAR. REVIEWED 1=C1Ti CODE COMPLIANCE APPROVED MAY 14 2010 City ot Tukwila BUILDING DIVISION LA APR 13 2010 PER IT CEPS DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 7 1 1 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O O CD 0 w (o NO (.O Id 0 T 0 w No ANF & ASSOCIATS Tel: (62n448sin Co, (ling Sl.cl 1 Ingi .... P, (626)445.8082 ( J013M 10804.10 9420 Tc1.Ior Ave., Seise 11 CERTIFY WERE PREPA ME, AND THAT ARCH TECT UNDE$ a'+ nF TH 1iE @F W/ S N9Tel Zpl ,7 L CENSE 140. 11022 00 EXPIRATION DATE: 1 -19 -2011 REVISIONS - / \ — / \ - DET I, .,S SHEET NUMBER 0 o' (O 0 ; J: \10804 \10804.10 Chowking \80410ST2.dwg 2:38, pm ; User. userl April 08,2010 - BM. OR TRUSS SUPPORT (MAX. 8' -0" O.C.) C6x8.2 4 "x4 "x 1 /4" PL. TYP /16"1/ CTYP OPENING C6x8.2 OPENING WIDTH SUPPORT UP TO 2' -0" L2x2x1/4 2' -1" TO 4' -0" L3x3x1/4 4' -0" TO 6' -0" L4x4x1/4 6' -1 " TO 8' -0" C6x8.2 OVER 8' -0" SEE PLAN (N) PL. 10GA. PL. x4" LONG 0 12" O.C. AT OPEN'G. (E) ROOF PL DECK WIDE V.I.F. P 3/16" B -B NOTE: 1. VERIFY THE SIZE AND LOCATION OF OPENINGS WITH MECHANICAL MANUFACTURER AND MECHANICAL CONTRACTOR 2. PROVIDE 5/8" DIA. PUDDLE WELD 0 12" O.C. FOR (E) DECK TO STEEL SUPPORT OPEN' 01 MECH UNIT SEE MECHANICAL PLANS 22 MECHANICAL UNIT MOUNTING BRACKET BY MANUF. ® HILTI KWIK -PRO 1/4 "0 SELF TAPPING SCREW @ 24" O.C. ALL SIDE (TYP) (ESR -2196) 0 C6x13x6" LG. AT JOISTS ® TS4x4xi " FRAME ALL AROUND ® (E) METAL DECK'G SEE PLAN 70 (E) MTL. JOISTS SEE PLAN TYP TYP. STL. DECK OPEN'G FRAMING 0909.DWG MECH. UNIT PLATFORM DETAIL 0 MECH. UNIT SEE MECHANICAL PLANS 0 MECH. UNIT MOUNTING BRACKET BY MANUF. 0 HILTI KWIK PRO1 /4 "0 SELF TAPPING SCREW CO 24" O.C. ALL SIDE (TYP) (ESR -2196) ® C6x13x6" LG. TYP ® TS4x4xYa" FRAME WELD ALL ENDS ® (E) METAL DECK'G SEE PLAN 07 (E) MTL. JOISTS SEE PLAN 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE ** 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY ALSO USED WITH TYPE 2 HOOD MODELS 5424 (ND -2- PSP —F) CORNER HANGING ANGLE DETAIL 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY ALSO USED WITH TYPE 2 HOOD MODELS 5424 (ND -2- PSP —F) MIDDLE HANGING ANGLE DETAIL NOTES: . FOR ADDITIONAL INFORMATION SEE ARCH'L. & MECHANICAL DRAWINGS. FOR ROOF CONN. USE DETAIL SEE 4/—, & 8/— TYP. MECH. UNIT PLATFORM DETAIL 0I TYP HOOD CONN. DET. 11 0 (E) ROOF METAL DECK ® (E) STEEL JOIST, SEE PLAN 0 1/2"95 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. 04 (N) P1001 UNISTRUT CHANNEL SEE PLAN ® FOR HOOD CONNECTION TYP. SEE DET. 2/- © KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. 07 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP ® CL'G. LINE FOR FINISH SEE ARCH'L. 0 TYP CLAMP PER UNISTRUT MFG. J z 01 (E) ROOF METAL DECK ® (E) STEEL JOIST, SEE PLAN 0 1/2 "0 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. 0 FOR HOOD CONNECTION TYP. SEE DET. 2/— ® KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. ® 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP 07 CL'G. LINE FOR FINISH SEE ARCH'L. ® (E) STEEL BEAM SEE PLAN REVIE D FOR CODE • MPLIANCE PROVED MAY 142010 City of Tukwila BUILDING OIVIRICN CITY `; " LA APR 13 2010 R�IT CE R HOOD DETAIL AT ROOF 1•I HOOD DETAIL TO STL BEAM AT ROOF DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 No z Ld CN (.O N: Li 0 <AI OL LLJ 0 N N ANF & ASSOCIATES Td: (62044R-RI112 011 I CERTIFY THA WER ME, AR THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS A- A- A- A- A- A- sERucTL.R4 DETA I.6 SHEET NUMBER 0 to 0 0 0 im"rozaFroR oro FizmiT) TO OTIER, IINANT 57 ?Fr) I Ems , : • WP UP TO al ROOF 1 CV:41:1.1 11 ST1 kf..) 1/AR 0/1•F ESIO:SHERki TYP NEETETiMi J) xI ;j<kam EFEEMEEERERE-mg&ttEEFatiwta (E)#LDOWELS ©1 8"0.C. TOP (E)#6>: 20' - ©9' 0.C. BOT. 1.3;k i■ 0 41. (E) 9 1/2" STRUCTURAL SLAB W/ #6 18" O.C. EA. WAY BOTTOM "a14;p. 0Ap L FED EXACA I , ',::„.::::n:.',..=5,.:.-::::;::::.5 --- ../ Ff====. ......, ......... ' ' I ' ' h . s, 2"0,',.6•::;' I I ® /_ .•.--.-7-- i r <1 Y. ( IT.:,•<, / • :. iN TYP i / ..„ ;NT ,.:,....,.. i....7.4 : .•/('$ .•/('$ i \ I 1 WY L „,„..,..:.: ” . rm§:KZEMM".:MUMEMIMM§i'SO". LF TO / AC, UNIT ON ROOF REVIEWED107M CODECOMPLIANCE APPROVED MAY 1 4 2010 4Cr.) PH TO Agni 1 6 4'-O" 4'-O" Ilair Weir 0 C X NOTES: 1. THE REMOVE EXISTING SLAB LOCATION FOR NEW UNDERGROUND PIPING, THE REMOVED LOCATION SHOWN ARE FOR REFERENCE ONLY, THE CONTRACTOR SHALL PROVIDE ACTUAL LOCATION AND DIMENSIONS FOR WORK ON UNDERGROUND PIPING. ALL WORK SHALL CONFORM TO MY, STATE, AND FEDERAL REGULATIONS. City of Tukwila BUILDING DIVIRION 2. ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL/STRUCTURAL ENGINEER. vga. criv • iltwwILA APR 13 2010 PERT, 'IT CENTER FOUNDATION PLAN SCALE /1 4"=1 '-0 ,, NOTES DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 C. F=- 0 CENTER MAL_ C\1 CD V) LJ 0 CL (1) LEI z Ld 1 0 01 Or ..x.4rr6-irrir5nrnor . - WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1-19-2011 REVISIONS A - A - A - A - A - POUNT ION PL4 SHEET NUMBER 24'-O" 7.-4. 16' -8" . ” 15 -0 ,_. 91-0" 24' -0" I. 1 1 1 f 1 ' t • 1 ?Fr) I Ems , : • WP UP TO al ROOF 1 CV:41:1.1 11 ST1 kf..) 1/AR 0/1•F ESIO:SHERki TYP NEETETiMi J) xI ;j<kam EFEEMEEERERE-mg&ttEEFatiwta (E)#LDOWELS ©1 8"0.C. TOP (E)#6>: 20' - ©9' 0.C. BOT. 1.3;k i■ 0 41. (E) 9 1/2" STRUCTURAL SLAB W/ #6 18" O.C. EA. WAY BOTTOM "a14;p. 0Ap L FED EXACA I , ',::„.::::n:.',..=5,.:.-::::;::::.5 --- ../ Ff====. ......, ......... ' ' I ' ' h . s, 2"0,',.6•::;' I I ® /_ .•.--.-7-- i r <1 Y. ( IT.:,•<, / • :. iN TYP i / ..„ ;NT ,.:,....,.. i....7.4 : .•/('$ .•/('$ i \ I 1 WY L „,„..,..:.: ” . rm§:KZEMM".:MUMEMIMM§i'SO". LF TO / AC, UNIT ON ROOF REVIEWED107M CODECOMPLIANCE APPROVED MAY 1 4 2010 4Cr.) PH TO Agni 1 6 4'-O" 4'-O" Ilair Weir 0 C X NOTES: 1. THE REMOVE EXISTING SLAB LOCATION FOR NEW UNDERGROUND PIPING, THE REMOVED LOCATION SHOWN ARE FOR REFERENCE ONLY, THE CONTRACTOR SHALL PROVIDE ACTUAL LOCATION AND DIMENSIONS FOR WORK ON UNDERGROUND PIPING. ALL WORK SHALL CONFORM TO MY, STATE, AND FEDERAL REGULATIONS. City of Tukwila BUILDING DIVIRION 2. ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL/STRUCTURAL ENGINEER. vga. criv • iltwwILA APR 13 2010 PERT, 'IT CENTER FOUNDATION PLAN SCALE /1 4"=1 '-0 ,, NOTES DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 C. F=- 0 CENTER MAL_ C\1 CD V) LJ 0 CL (1) LEI z Ld 1 0 01 Or ..x.4rr6-irrir5nrnor . - WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1-19-2011 REVISIONS A - A - A - A - A - POUNT ION PL4 SHEET NUMBER 24'—O" 24'—O" 7'-4" 16'-8» — 15'—O" ------ ______._______.____.________._.__________.___._..._._..__.___,_w__. ir- . 0 QJ co 0 m co (E)16B26 m �J d 10 co bJ (4) (E)14B22 0 LL LL1 ..... ................... • ••■• ^ ........ .......... ..... ^ ........ ............ •••••`• ... .... ^ ..................... .... ............ • . (E)14B22 •, HOOD SUPPORT SEE DEL (E)16H5 STL. JOIST TYP (E) 1 0 B1 1.5 4- (E)16H5 STL. JOIST E)16H5 STL. JOIST / I I —cr- a" 4 z c, t P1 -7( Li I HOOD © WT= 603# (N) P1001 UNISTRUT TYP J i i _J _J (N) P1001 N C UNISTRUT (N) P1001 UNISTRUT TYP (E)16H5 STL. JOIST TYP TO' ROOF OPEN'G. WT= 582# ... . .......... PISTING 4 "TIZ TYP TYP (NI) TS4x /4 CONT 0 RBI 8 TONS) 6 co L uJ H 6 10 uJ TYP (E) L6x3 1/2x1/4 0 M 10 co 1- (0 0 - -) H - (1) 10 H-- .„ ,./' , L2 *(E) (f) 5 j „,.. , ,,... i . . 3 .1.77.7 :- %.. V) (E),,,L6x3, 1/2x1/4 : tr) 11),', (.0 ......... ..:... .,___ . 'IN Y TS\4x4x1/4 COKT (E)14B22 (N) TS4x4x1/4 J- 8 4WT= 8# (N) T4/x4x1/4 CONTii (N) P1001 0 !STRUT T _j 1- (N) P1 01 UNISTRUT lis E)1 B6 149 HOOD I WT=519# (N) P1 (N) TS4x4x1/4 € I , I _ I ktn (N) N 001 UNISTRUT I (N) P1001 ONISTRUT HOOD SUPPORT (r) SEE DET. V) -- (E) L6x3 1/2x:, / 4 0 ,, 10 '() • OPEWG. (t) (E) L6x3 1/2x1/4 ol UNISTRUT (E)W24xs:76 • F 0 0 CN1 F.8 0 1G) (0 ROOF FRAMING PLAN SCALE REVIEWED FOR CODE COMPLIANCE APPPnVED MAT 1 4 2010 City of Tukwila BUILDING nivIRION art APR 13 7010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0) -Tt co 0) :T 0 - I CER d6U TS.2 ARCHITECT UNDER THE LAWS OF • THESE WERE TH .ATFE .0: WASHINGTON ME, AND THAT I AM DULY LICENSED LICENSE NO 10225 EXPIRATION DATE: 1-19-2011 REVISIONS A - A - A - A - A - OO= PRAMING P1\1 SHEET NUMBER