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HomeMy WebLinkAboutPermit M08-108 - WESTFIELD SOUTHCENTER MALL - DAPHNE'S GREEK CAFEDAPHNE'S GREEK CAFE 2600 SOUTHCENTER MALL M08-103 Parcel No.: 6364200010 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 2600 SOUTHCENTER MALL TUKW Contact Person: Name: RYAN WATKINS Address: 6125 CORNERSTONE CT #100 , SAN DIEGO CA Contractor: Name: EMERALD AIRE INC. Address: 22043 68TH AVENUE SOUTH , KENT, WA Contractor License No: EMERAAI055BL DESCRIPTION OF WORK: INSTALL NEW MECHANICAL SYSTEM AND TYPE 1 HOOD FOR FOOD COURT RESTAURANT IN NEW MALL SPACE Value of Mechanical: $1,200.00 Type of Fire Protection: Furnace: <100K BTU > 100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC-10/06 CitAbf 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 DAPHNE'S GREEK CAFE 2600 SOUTHCENTER MALL FC -7 , TUKWILA WA WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA MECHANICAL PERMIT EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 1 0 0 0 0 1 0 0 * *continued on next page ** Permit Number: M08 -108 Issue Date: 05/27/2008 Permit Expires On: 11/23/2008 Phone: Phone: 858 - 784 -0811 Phone: 206 872 -5665 Expiration Date: 04/01/2009 Fees Collected: $193.88 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M08 -108 Printed: 05-27 -2008 Permit Center Authorized Signature: doc: IMC -10/06 I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie 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 th : - ormance of work. I am authorized to sign and obtain this mechanical permit. Signatur = . 1 ` Date: 5 /. 7/o Print Name: (ce ko.(Vrk 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. • 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 As( Permit Number: M08 -108 Issue Date: 05/27/2008 Permit Expires On: 11/23/2008 Date: M08 -108 Printed: 05-27 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 2600 SOUTHCENTER MALL TUKW DAPHNE'S GREEK CAFE 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Readily accessible access to roof mounted equipment is required. 8: .All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: 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) doc: Cond -10/06 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M08 -108 ISSUED 04/17/2008 05/27/2008 M08 -108 Printed: 05-27 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 14: 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) 15: Upon activation of the hood suppression system, the make -up air will shut down and the exhaust will remain on. 16: U.L. central station supervision is required. (City Ordinance #2050) 17: 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. 18: 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) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: 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) 23: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 24: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 25: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 26: 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) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: Cond -10/06 M08 -108 Printed: 05 -27 -2008 (206)575 -4407. doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** M08 -108 Printed: 05 -27 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: G lc.Sc. TIWc\i t,uh doc: Cond -10/06 M08 -108 Date: 5/ ordinances governing or local laws regulating Printed: 05 -27 -2008 CITY OF TUKWILA Community Development Department Public Works. Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.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 ** • :Y Site Address:2600 Fe .mil dLceo/e/ Tenant Name: l 0:e.. S 4r.ee k 'ac. Property Owners Name: F: I: - ell 4 f f. Si S Mailing Address: 2 c c' FC -7 5 ftotstem he Mad f nY 3 .. '1 i t 4 CONTACTPERSON1 ' y p rm y' who do we contact wheu our e t is ead to be issue F� '�St jr" • - t.,,., q" 1: x�� +,�•:. � ... i v .;a. , � � a_ . .�. t . . ... ,r . :: a+: , . Y�.�� -' � .k,:{;rr.�.'h.�7,tS�'a 2 .� ..., Name: 1 ri r% 1141.4k: r. Mailing Address: 61 Z C/ " /Ov E -Mail Address: r6.04.4 4 . IS IP_4a4)kt`S . Contact Person: E -Mail Address: Contractor Registration Number: E -Mail Address: Contact Person: (cey k 0 p{< Or k. Q :Applications \Fonts - Applications On Linel3.2006 - Permit Applicalion.doe Revised: 9 -2006 bh King Co Assessor's Tax No.: (D 3 ( Lim - 00 1 0 T Suite Number: c" 7` Floor: Z New Tenant: Yes ❑..No T��Gir:�4 City Company Name: Cary ere %yi�i s k: « (� _ Mailing Address: /o re el) /V E g " S . � .+: � t $ Lllevo<. City Sta Day Telephoner — 7wy CPI Fax Number T17 " G 35" ' SL 9 9 Day Telephone: dil S - E -Mail Address: Fax Number: WC - f5 2 off r � Zip Saw Age GA 92(21 City . State Zip Fax Number: -S7 - 7' 082 S GENERAL CQI rTR — itE Company Name: b Mailing Address: State City Day Telephone: Fax Number: Expiration Date: Zip C HITEGTOF REC All plans must be wet stamper by Architect of Recor rw ;rL.�Y .t.r : :2�. �: .,.- a. .t .:rh. n;= • � �!f+r,J� i ?�;�F,`...i �i �'.d.�).�4: Company Name: (01d ' /iv /lo /iio m Ara ;h'd Mailing Address: 9// /Y. Pea-de Lit. /VK' T �G C / z ty State Zip Contact Person: Day Telephone: Sly - 6' 5$ , t y F! - 7 -i„ i lt.. f�.irr _ r. ENGIl EER OF RECORD °All plans must be vet stanptfed by Engin of Rgc t(� . t i F sY. �' � � A . a t � A. .r a .i • s. ,:r "1• i 2 . : { • 14Y04 Moog -fast State Zip Page 1 of 6 Unit .Type: Qty : . Unit Type:.. ':: ` . `` .:: Qty Unit Type: Qty Boiler /Compressor:::...:.':: 0 -3 HP /100,000 BTU Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 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 1 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 1 Incinerator — Comm/Ind • • MECHANICAL PERMIT INFORMATION = 206 -431 3670 MECHANICAL CONTRACTOR INFORMATION - Company Name: 1 - P bA 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): $ (2, oo c Scope of Work (please provide detailed information): 1.w S4.■ Ki c C...,,; ca. ( Sy/s Ass ' l'e 141 1 +$4, Caw ✓ 4 S pv.c i 19%. W►c. ((e 3 may••• f 1.1c pa. *IS i !WS • Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ... Replacement .... ❑ Fuel Tvpe: Electric ❑ Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications \PotnwApplications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 PERMIT; APPLICATION NOTES 11 � hcable,`to all permits pph In *hiss acatio 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 O�'%R OR AU ORIZED AGENT: Signature: ' �" t _ Print Name: Ry&t e'da el Q: Applications■Forms- Application On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bb Date: 4 /// 7 / 0 Y ,,QQ // __ Day Telephone: G Ili' 2/4 - ‘/.5."‘ Mailing Address: �� c►l�wif __ Aid 11 T.,a:1tr1 3 �tikw L WA- 90r Cit State Zip Date Application Accepted: Date Application Expires: Staff Initials: Page 6 of 6 RECEIPT NO: R08 -01804 Initials: WER User ID: 1655 Payee: SET ID: 0527 WESTERN CONSTRUCTION SERVICES INC. SET TRANSACTIONS: Set Member Amount D08 -193 EL08 -425 TOTAL: 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 1,532.28 688.00 155.10 745.90 3,121.28 TRANSACTION LIST: Type Method Description Payment Check 8832 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: SET NAME: DAPHNE'S Account Code Current Pmts 000/322.100 1,167.78 000.322.101.00.0 328.00 000.345.832.00.0 360.00 000.322.103.00.0 113.90 000.322.102.00.0 155.10 000/345.830 720.00 000.322.103.00.0 272.00 000/386.904 4.50 TOTAL: 3,121.28 Payment Date: 05/27/2008 Total Payment: 3,121.28 Amount 3,121.28 3,121.28 2874 05/27 9710 TOTAL 3121.28 Receipt No.: R08 -01222 Initials: WER User ID: 1655 Payee: FILI ENTERPRISES • 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:/lwww.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount doc: Receiot -06 Payment Check 38000 38.78 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts Parcel No.: 6364200010 Permit Number: M08 -108 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/17/2008 Applicant: DAPHNE'S GREEK CAFE Issue Date: 000/345.830 38.78 Total: $38.78 • Payment Amount: $38.78 Payment Date: 04/17/2008 03:19 PM Balance: $155.10 1288 04/17 9711 TOTAL 999.03 Printed: 04 -17 -2008 Project: nn qq iK /l e. I 1" Type of Inspection:_, ,�q F iei/ t Address: _ ! � ,� �'dA�� I Date Called: Special Instructions: Date Wanted: /` /� 61.. m. Requester: Phone No: , 60 60/ 79302 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION *- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / f nr ( 01"p 11 1" � F /,e6 ! Inspector: ee: Date: 6 - 4/ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project iD � !c . / Type of A#947 /� / j Add s 6 m /9 ,/ ' / Date Called: Special Instructions: Date Wanted: > �y 7 ey p.m. Requesfer: Phone p0'/ „/7c a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: L 4r 6 -r I /rM4 ' Si plc 67722 O N rHR oti G -17 0� •P. Inspector: INSPECTION RECORD Retain a copy with permit mk4 --/cg PERMIT NO. Date: (206)431 -3670 ri $60.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ti • Pr p9,2/./Af. s �2ti? eok1) /0 -1iv Ad .2 &04 M'` // Date Called: Special Instructions: Date Wanted: C./ Requester: Phone No: a — l� / /I 47 y k INSPECTION RECORD Retain a copy with permit PERMIT NO. go INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ?4 614. -rte ;oal Inspector: /4/" Date: / ❑ $60.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Type of Inspection: Add re Coo 5 c M c t t Suite #: — Contact_ Person: C i- ,, lc ii A- i, Special Instructions: Phone No.: ;,1-0,-q3)- 0cay Needs Shift Inspection: `( Sprinklers: `t' Fire Alarm: ,4- Hood & Duct: 'r Monitor: G-,, c, in Pre -Fire: Permits: Occupancy Type: J INSPECTION NUMBER 17 Approvedper applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Word/Inspection Record Form.Doc 1/13/06 00 -/ 3 /?n - / PERMIT NUMBERS Corrections required prior to approval. b COMMENTS: FiYe F 1 Q1 o/< Me Fh4 1 k- Inspector: / f Date: 7_ /g_ Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 { � !M . -_ RECEIVED TECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION f 8 Ty 'Zl COMMUNI I' DEVELOPMENT Ms. Kim Kain Western Construction 4612 NE Minnehaha Street Vancouver, WA 98661 RE: Special Inspection Daphne's Greek Cafe Tukwila, WA Dear Ms. Kain, azan & ASSOCIATES, INC. In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on July 10, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC EC , 157a 7- 2‘—' Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States KA No. 066 -08191 Permit No. M08 -108 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08191 DFR Template WhLDINU ` aZant & Associates, Inc. REPORTNO.: 4574 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7/i/mt PROJECT it 066 08 /i/ PROJECT: 0/9,42.3e/ve l LOCATION' J ' P A C D ' C - 7 KRAZAN PROJECT MANAGER `FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. 144.T. item(s) inspected: 67,2.e.4? ' vac?' , 1/1,00eCTAZIA, CONTRACTOR: li/ISTE/2N DOiv�P'.E�41'Tio.s/ PERMIT NO /16'8- ADS INSPECTOR: 74 /0S.. eMoie ydreirri r. rl6+e JURISDICTION: 7/41011Z. 'OW WEATHER: /NV /.f di seze C'v& e eD .Bcc'T Sr.e 1;eiwJs A o ,4412mD 7 0 .ea9P 69C4fr ?.9^0 (7feiee L irs,•T 74'I ? i,i& APAr..4 9,/ fce v.+e.¢•I1a 7` '#-ir /fto•z,.idlf r`iO /,v,, EDT3'R t 4f77o 6v�GisaY? ?eV, G"VtAeCP A/, Position: FIB VERITCAL HORIZONTAL OV IHE,AD ❑ Filler Metal: ZO • Process: SMAW FCAW GMAW SAW ❑ Other: Weld Type: FILLET C.P. P.P. PLUG Other: Se..4- out X-Weld Size : 1/4" 5/16" 3/8" ❑ Other 4iL Codes: AWS AISC TITLE 21 TITLE 24 UBC ASME To the best of my knowledge, the above/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiren. Superintendent/Representative: Technician Serving the Western United St es TEMP: ?$' This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision 1 Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. STRUCTURAL CALCULATIONS SOUTH CENTER MALL DAPHNE'S GREEK CAFE KITCHEN HOOD & ROOF MECHANICAL UNITS STRUCTURAL ENGINEERS APRIL 9, 2008 FILE a�° 9 PY JOB No. 0816 !r ' .9±.. TUKWILA, WASI REVIEWED FOR CODE COMP N E NFPA APR 2 5 2009 C -Of -Of Tukwila B 1 0 _ ION MO8o8 Cary Kopczynski & Company 10500 NE 8th Street, Suite 800 Bellevue, WA 98004 -4351 RECEIVED Phone: (425) 455 -2144 l�PR 7 2008 Fax: (425) 455 -2091 www.ckcps.com PERMIT CENTER • • • EFIONGLELelpiCZEM L CONTRACTOR TO FIELD VERIFY ALL E d6TING FRAMMG Alm DI IAr9 PRIOR TO FABRICATION OF ANY MEMBER T. REFER TO GIII FOR GBERAI. R famij "pia. COMPRESSOR UNIT 1150 (N) L5x3x3/8 (LLV) 1 Size Nominal Capacity (Tons) 'ARI Cooling Performance Heat Input (MBH) AFUE Standard Airflow (Cfm) Sound (db) Electrical Data Length (in.) Width (in.) Height (in.) Weight (Ibs) Btuh SEER 208/230 -1- 60 208/230 -3- 60 460 -3 -60 MCA MOCP MCA MOCP MCA MOCP 018040 1.5 18,000 10.0 40 79.9 600 75 13.9 20 - - - - 48.3 32.7 35.0 249 024040 2.0 24,600 10.0 40 80.1 800 75 18.8 30 - - - - 48.3 32.7 35.0 280 024060 2.0 24,600 10.0 60 78.4 800 75 18.8 30 - - - - 48.3 32.7 35.0 280 030040 2.5 28,800 10.0 40 80.1 1000 75 20.8 30 13.2 20 - - 48.3 32.7 35.0 280 030060 2.5 28,800 10.0 60 78.4 1000 75 20.8 30 13.2 20 - - 48.3 32.7 35.0 280 036060 3.0 34,400 10.0 60 78.7 1200 80 24.1 35 18.8 25 10.1 15 48.3 32.7 35.0 314 036090 3.0 34,400 10.0 90 79.9 1200 80 24.1 35 18.8 25 10.1 15 48.3 32.7 35.0 314 042060 3.5 42,000 10.0 60 78.7 1400 80 27.5 45 18.8 25 9.5 15 48.3 44.2 39.0 355 042090 3.5 42,000 10.0 90 79.9 1400 80 27.5 45 18.8 25 9.5 15 48.3 44.2 39.0 355 048090 4.0 46,500 10.0 90 78.6 1600 80 37.0 60 22.3 35 11.3 15 48.3 44.2 39.0 415 048115 4.0 46,500 10.0 115 81.1 1600 80 37.0 60 22.3 35 11.3 15 48.3 44.2 39.0 415 048130 4.0 46,500 10.0 130 80.3 1600 80 37.0 60 22.3 35 11.3 15 48.3 44.2 39.0 415 060090 5.0 60,000 10.0 90 78.6 2000 80 43.9 60 31.1 45 14.7 20 48.3 44.2 39.0 450 060115 5.0 60,000 10.0 115 81.1 2000 80 43.9 60 31.1 45 14.7 20 48.3 44.2 39.0 450 060130 5.0 60,000 10.0 130 80.3 2000 80 43.9 60 31.1 45 14.7 20 48.3 44.2 39.0 450 48GS - Standard - Efficiency Packaged Air Conditioner Physical Data 48GS 3 -Phase Packaged Gas Heat/Electric Cool (1.5 -5 Tons) and Sizing Information Ac -1 *Rated in accordance with ARI Standards 210/240 -89 and 270 -84. Carrier ILrn arthe Ex pens' Back to Product Physical Data CarrieLcorporatj_on . A Membe .of The Uhitgd Technologies Corporation Family . Stock Symbol: UTX. Copyright ® 2006. Legal Notice. Privacy Policy Page 1 of 1 http: / /www. commercial. carrier. com /commerc ial/ hvac /product_physical_data_printable /0,30... 4/1/2008 • • • 1"xrx1/8" DIAG. STL. ANGLE BRACE TO ROOF STRUCTURE 2 OPPOSING BRACES 90" APART (TYP. (a). HOOD CORNERS) NON - COMUSTIBLE WALL PER PLAN 3" STAND -OFF 17 3/8 =1' -0 2 4 9 io } 3" STAND -OFF 6" 2'-2" 1/2 =1' -0" A5 (E) ROOF OVERHANG • 0000 0000 13' -2" CAPTIVE AIRE 4524ND -PSP -F (729 Ibs) z 2 0 ET - 11 I I 18 GA. S EXHAUST HOOD 11 I I L --- �L - - - - -� - -JL - - 7 22" EXH4UST HOOD 1=J At OVERHANG 6' "I yyy EXHAUST DUCT COLLAR (TYP.) ELEV 4T I ON e . 1< I TCHEN HOOD (TYP.) EXHAUSTER PER PLAN - ELECTRICAL CONTRACTOR TO PROVIDE ELECT. INTERLOCK W/ MAKE -UP AIR FAN HINGED BASE W/ CHAIN FOR CLEANING GREASE TROUGH CLEAN -OUT Q ALL DUCT FFSETS 3 12" x 24" x 16GA WELDED EXHAUST DUCT W/ 3M '15A' DUCTWRAP (1 HR. RATING) - ICCES #21 -61 THRD. ROD HOOD SUPPORT TO ROOF STRUCT. - SEE HOOD PLAN FOR SUPPORT MNTG. LOCATIONS L LINE OF NON - COMBUSTIBLE SUSPENDED CEILING Imo— HANGING ANGLE QUANTITY & SPACING PER MANUFACTURER VAPOR -PROOF 200 WATT CLEAR INCANDESCENT LIGHT FIXTURES — CAPTIVE AIRE PSP FRONT SUPPLY AIR PLENUM ACCESSORY SUPPLY AIR PLENUM RISER (TYP.) • • Fan Submittal Page 1 of 1 14 nl assantwu =war = — s ens ® g ' Cp mmdr'ciai Kitchen Vontitatlon E N CA 16 FA 161.98 Ibs Belt Drive Centrifugal Upblast Exhaust Fan with 18.75' wheel Motor Model 001580S1BA0F56-40PP • 1.5 HP • 1 Phs • 115/208 -230 V • 20.4/10.2 -10.2 FLA • 60 Hz • ODP (Open Drip Proof) Performance Volume: 3620 cfm RPM: 1195.1 TS: 5866 ft/min SP: 1" w.g. BHP: 1.1724 33.75 20 /18 /16 30.26 deg 2 12 24 26 39.375 16.5 19.5 24 ROOF OPENING 7 PITCHED CURBS ARE AVAILABLE 24 EXAMPLE: 7:12 PITCH = 30.26 deg SLOPE Construction Features Housing constructed of heavy gauge aluminum • Centrifugal backward inclined, non - overloading wheel built out of 3003 -H14 aluminum • Weatherproof safety disconnect switch • Grease spout welded to housing • Vibration isolators • Adjustable pitch drive assemblies • Adjustable motor mount • Ball bearing motors • Forces fresh air through motor to ensure long motor life • Corrosion resistant fasteners • Thermal overload protection • High heat operation (300 °F) • Rated for restaurant and general ventilation applications • Grease classification tested GREASE DRAIN FOR RESTAURANT39 APPLICATIONS 28 DUCTWORKTOFAN 26 CURB \-3 in FLASHING 23.5 All dimensions nominal and in inches. Rated for restaurant and general ventilation applications. Curb for restaurant applications to be 20" high and vented. Do not use backdraft damper or birdscreen on kitchen applications. Page 1 of 2 http ://w v.captiveaire.coni/catalog/FanSubmittal.asp?nJobfansid=O&nFanunitid= 11 97&n... 4/1 /2008 Part # Width Nominal Height Dim A Dim B Dim C 3224ND -PSP -F 32" 24" 6" 2" 12.5" 3324ND -PSP -F 33" 24" 7.5" 2" 12.5" 3624ND -PSP -F 36" 24" 10.5" 2" 12.5" 3924ND -PSP -F 39" 24" 10.5" 2" 12.5" 3930ND -PSP -F 39" 30" 5" 2" 6.5" 4024ND -PSP -F 40" 24" 10.5" 2" 15.5" 4030ND -PSP -F 40" 30" 5" 2" 6.5" 4124ND -PSP -F 41" 24" 10.5" 2" 15.5" 4130ND -PSP -F 41" 30" 5" 2" 6.5" 4224ND -PSP -F 42" 24" 10.5" 2" 15.5" 4230ND -PSP -F 42" . 30" 5" 2" 6.5" 4324ND -PSP -F 43" 24" 11" 2" 15.5" 4424ND -PSP -F 44" 24" 10.5" 2" 15.5" 4524ND -PSP -F 45" 24" 10.5" 2" 15.5" 4530ND -PSP 7F 45" 30" 5" 2" 6.5" • • Hood Hanging Angle/Light Locations Hood Hanging Angle & Light Locations Select a hood model... ND -PSP -F - Wall w/ PSP MUA Plenum(s) The drawing below represents the basic hood type you selected. and Lights. The diagram is not drawn to scale. X 11 I 1 DIM B 5.0" DIM C 15 - 1 5 '' U aim 2.0"—F7-1 �-- 5.0" OC) Click Here for Della FRONT ff HTD Hoods over 12' long have additional hanging angles: • For centered riser(s), two additional pairs of hanging angles are added. Their location varies based on the location and quantity of risers on the hood. • For non - centered or field cut risers, one extra pair of angles is located on the centerline of the hood. This is a general rule of thumb that may not work for some riser configurations. http:// www .captiveaire.com/hoodhangangl ightloc/HangAngLightLoc.asp Page 1 of 3 5 Its purpose is to illustrate the location of hanging angles 5.0 ..2.0" Hanging angle & light Locations for the ND -PSP -F hood. • The drawing shows a wall for any wall hoods. Measurements do not include standoffs that may be added to the 5.0" back or side of the hood. Tr 10. 5'I DIM A • Some models (i.e. VH) may be manufactured with full hood length hanging angles. • All dimensions are in inches. • Depending on hood model, hanging angles are placed between 2.25" and 5" from the end of the hood. This does not include a standoff or utility cabinet that may be installed on the end of the hood. 4/1/2008 4624ND -PSP -F 46" 24" 10.5" 2" 15.5" 4724ND -PSP -F 47" 24" 10.5" 2" 15.5" 4730ND -PSP -F 47" 30" 5" 2" 6.5" 4824ND -PSP -F 48" 24" 10.5" 2" 22" 4830ND -PSP -F 48" 30" 5" 2" 6.5" 4924ND -PSP -F 49" 24" 10.5" 2" 22" 4930ND -PSP -F 49" 30" 5" 2" 6.5" 5024ND -PSP -F 50" 24" 10.5" 2" 22" 5030ND -PSP -F 50" 30" 5" 2" 6.5" 5124ND -PSP -F 51" 24" 10.5" 2" 22" 5130ND -PSP -F 51" 30" 5" 2" 6.5" 5224ND -PSP -F 52" 24" 10.5" 2" 22" 5230ND -PSP -F 52" 30" 5" 2" 6.5" 5324ND -PSP -F 53" 24" 10.5" 2" 22" 5424ND -PSP -F 54" 24" 10.5" 2" 22" 5430ND -PSP -F 54" 30" 5" 2" 14.5" 5524ND -PSP -F 55" 24" 10.5" 2" 22" 5530ND -PSP -F 55" 30" 5" 2" 6.5" 5624ND -PSP -F 56" 24" 10.5" 2" 28" 5630ND -PSP -F 56" 30" 5" 2" 6.5" 5724ND -PSP -F 57" 24" 10.5" 2" 28" 5730ND -PSP -F 57" 30" 5" 2" 15" 5824ND -PSP -F 58" 24" 10.5" 2" 28" 5830ND -PSP -F 58" 30" 5" 2" 15" 5930ND -PSP -F 59" 30" 5" 2" 15" 6024ND -PSP -F 60" 24" 10.5" 2" 28" 6030ND -PSP -F 60" 30" 5" 2" 15" 6324ND -PSP -F 63" 24" 10.5" 2" 28" 6330ND -PSP -F 63" 30" 5" 2" 15" 6424ND -PSP -F 64" 24" 10.5" 2" 28" 6430ND -PSP -F 64" 30" 5" 2" 15" 6624ND -PSP -F 66" 24" 10.5" 2" 28" 6630ND -PSP -F 66" 30" 5" 2" 15" 6724ND -PSP -F 67" 24" 10.5" 2" 28" 6924ND -PSP -F 69" 24" 10.5" 2" 28" 6930ND -PSP -F 69" 30" 6" 2" 21" 7024ND -PSP -F 70" 24" 10.5" 2" 28" 7224ND -PSP -F 72" 24" 10.5" 2" 28" 7230ND -PSP -F 72" 30" 6" 2" 21" 7524ND -PSP -F 75" 24" 13.5" 2" 28" 7530ND -PSP -F 75" 30" 18" 2" 24" 7824ND -PSP -F 78" 24" 16.5" 2" 28" 7830ND -PSP -F 78" 30" 6" 2" 27" 8124ND -PSP -F 81" 24" 20" 2" 28" 8130ND -PSP -F 81" 30" 12" 2" 6.5" 8424ND- PSP -F 84" 24" 23" 2" 28" Hood Hanging Angle/Light Locations Page 2 of 3 http:// www. captiveaire. com/ hoodhanganglightloc /HangAngLightLoc .asp 4/1/2008 • • • Hood Hanging Angle/Light Locations 1 8430ND-PSP-FI 9024 N D -P S P -F 9 0" I 24" I 23" I 2" I 28" Page 3 of 3 1 http:// www. captiveaire. com/ hoodhanganglightloc /HangAngLightLoc .asp 4/1/2008 • • • Fan Submittal ___ - e seas = Motor Commercial KltCbOfl Vontiralion A2-D.500-G15 769.67 lbs Direct Gas Fired Heated Make Up Air Unit with 15" Blower Model 00218OS3EF56Z -40PP • 2 HP • 3 Phs • 208- 230/460 V • 6-6/3 FLA • 60 Hz • ODP (Open Drip Proof) Burner Min. Output BTU: 18,333 BTU /Hr Max. Output BTU: 550,000 BTU /Hr Size: 12" long Performance Volume: 3620 cfm RPM: 864.4 TS: 3393 ft/min SP: 0.61" w.g. BHP: 1.7265 (0.5" Ext + 0.11" Opt /Int ) Temp Rise: 55 °F BTU: 212639 Page 1 of 2 Page 1 of 2 Construction Features Housing constructed of heavy duty G90 galvanized steel • Forward curved centrifugal blower wheel • Vibration isolation • Adjustable drive assemblies • Adjustable motor mount • Ball bearing motors • Heavy duty, pre - lubricated bearings rated for 200,000 hours of operation • Static resistant belts • Service doors on both sides • Horizontal & down discharge • Large intake area ensures low pressure drop across unit • Spring loaded profile plates automatically adjust for any airflow - no manual setting required! • Weatherproof safety disconnect switch • Modular design provides design flexibility • Fully insulated casing Blower 15" forward curved, centrifugal blower. Permanently lubricated ball bearings. Galvanized finish. 1" x 25" Shaft. 2000 -7500 CFM. 1800 max. RPM. Used in heated and non - heated supply fans. Temp Control Maxitrol 14 • 40 Discharge Temp Control Intake Sloped Foam Filtered Intake for Size #2 Modular Heater. 26.813" Wide X 53.625" Long X 31.3.131kligl� Includes 2" Foam EZ Kleen Metal Mesh Filters. Filters 3 - EZ Kleen Non -Woven Polyester Metal Mesh Filter. 20 "x 25 "x " Used for heater and supply fan intakes. 23 layers of expanded aluminum and one layer of non -woven polyester. (3426) http:// www. captiveaire .com/catalog/FanSubmittal. asp ?nJobfansid =0 &nFanunitid= 1662 &n... 4/1/2008 Fan Submittal DIRECT FIRED MODULE CURB OUTER WALL 8.375 7 11 1- 37.375 31 2.312 A_ All dimensions nominal and in inches. b -P 45 82.438 16 DISCHARGE FLEX CONDUIT OPENING FOR FIELD WIRING DISCONNECT SWITCH I �' CONTROL/ "' VALVE ' ACCESS DOOR BLOWER/ MOTOR ACCESS DOOR 36.75 7.812 I 1 in. ' i OPTIONAL CURB GAS INLET' 20 79 53.625 AIRFLOW Page 2 of 2 9 http:// www. captiveaire .com/catalog/FanSubmittal. asp ?nJobfansid= 0 &nFanunitid= 1662 &n... 4/1/2008 STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Title• A / /WY? "5 (17re./< cafe_ Subject (L11MCf I- Sheet No.: Job No Designer Date • Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 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 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss, Site Class B) 1.0 0.507 (S1, Site Class B) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss, Site Class B) 1.0 0.470 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 (SMs, Site Class D) 1.0 0.739 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 r • (sec) (g) 0.2 0.952 (SDs, Site Class D) 1.0 0.493 (S01, Site Class D) • (E) BEAM, REF PLAN (N) BEAM, REF PLAN TOP OF (E) !BEAM IV 0 1/2" DIA THREADED ROD w/ HEAVY DUTY NUT ONE ABOVE AND ONE BELOW THE HANGING ANGLE AT EA CORNER OF HOOD 3/8" THK fE AS REQ'D 3/16V L3x3x3 /0 KICKER TYP AT ALTERNATE CORNERS (TOTAL 4 REQ'D PER EA HOOD) i2- <TYP HANGING ANGLE BY KITCHEN HOOD BY OTHERS HOOD MFR TYP AT EA (860 L55 MAX VERIFY w/ CORNER OF HOOD MECIN) STRUCTURAL ENGINEERS Cary Kopczynski & Company l _ � lc d �:v . 1.31—we GMN -► j - '�_ y o 54 1 . � Job Title /� 1hL�l 67 clic- Job No • 4194 / 6 ',/ 00 Subject: Q14.- Er2.4qm Ai/lc-44- Pella- Designer r y � • Sheet No • 4 f e9.17) >» 0.300°1 :r: - Date: ►3 • 1 Job Title: STRUCTURAL ENGINEERS Cary Kopczynski & Company 14✓� des •` ( - rn 7 / x I. n'; /1- 11c = o.o 1 o._o K. o; eat- ) 6retet Cafe- Subject: Sheet No.• / / 0.a )((4- )t:o.o'�x °! o =- d o -( j -1- o, (2, X 4- I 4 ck ' o O /7S 1 I� ��' Job No Designer Date oB /6 A: 'gff / o8 �y • JOB TITLE: 1!�} ! j Cate k Gefe. JOB NO' p6/ 6 • A. 't1 _ C k C SUBJECT Torsion Spreadsheet DESIGNER: ' =- SHEET' DATE: 4 / 8 / 43 •5TUCTU1AL ENGINEERS INPUT DATA & DESIGN SUMMARY BEAM SECTION L5X3X3/8 APPLIED SHEAR LOAD V,(kip) = 0..0225 APPLIED MOMENT M, (kip-ft) = 0.0175 BEAM LENGTH L (ft) = 4.00 BRACING CONDITION BENDING AXIS Major Principal Axis AXIS ALONG THE DIRECTION OF APPLIED FORCE Y Axis CONDITION OF MOMENT AT THE TOE THE LONG LEG IS IN COMPRESSION ANYWHERE ALONG THE UNBRACED LENGTH OF THE MEMBER MATERIAL PROPERTIES ASTM A36 F = 38 ksi F„ = 58 ksi SECTION PROPERTIES d = 5 in S = 2.22 i A = 2.86 in2 p ,,, = -2.99 CALCULATE THE SHEAR STRENGTH C = A dt„ V = 0.6F n V = Vn/ O V, V ,> v, Lateral - torsional Buckling When M. 5 M Leg Local Buckling check local buckling for the leg b/t A,, = 0.54(E/F • = 0.91(E/F b/t > A b / t > )L leg classification b = 3 in S = 0.874 in r = 0.646 in E = 29,000 ksi G = 11,200 ksi OK •CALCULATE THE MOMENT STRENGTH Section F10 M = 0.8SwFy 64.90 kip-in C = 1.00 Yielding Mn = 1.5M = 97.36 kip-in M„ = 1 0.92 0.17M` )A1' l r When M. > M ■ M = 1.92 -1.17 M � M 5 1.5M y M. = 4. 9' E' Lz' Cb /L ^2'((J3w+0.052 *(L1Vrz) ^2) +pw) M. > M M Section G4 = 1.00 Section G4 = 1.875 i = 40.50 kip nominal shear strength Eqn. G2 -1 = 1.67 Section G1 = 24.25 kip available shear strength = 0..0225 kip n/a = n/a = 15.326 = 25.828 t = 0.375 in 5, = 2.25 i l = 1.194 in' = 1685.88 kip-In ▪ 97.36 kip-in No Ieteral- torsional restraint Maximum Tension at the toe GnOp.n Projecb18818 - Daphne'. Gr.Rk We\Enpewring Das Wet. Daipn.bsyr . Eqn. F10-2 Eqn. F10-3 Egn. F10-8 Table B4.1 Case 6 r -; STRUCTURAL ENGINEERS Cary Kopczynski & Company Neu Job Title Peens)4 Job No.: Designer Sheet No • Date: Subject: ws� 4- -t- • .r. n 500005 u.. esoaeV,vls.e.o.i-0.o-mw Stee Beam Design ENERCALC En g 0..o ie e0M,v. 9 Description (N) W10x15 To Support MA-1 � � 3. [General Information Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 Steel Section : W10X15 Center Span Left CanL Right Cant Lu : Unbraced Length 4.50 ft 0.00 ft 0.00 ft 4.50 It [Distributed Loads del Short Term Loads Are SEISMIC Loads. B1 C2 D 3 04 95 06 0 7 DL 0.087 0.087 0.578 kit LL kit ST kit Stan Location ft End Location ft Summary Factored Load Combinations .... (1) 1.40 Mu 2.718 k -ft Vu 2.416 k PN • Mn 53.943 Phi Nn 62.038 (2) 1.20 + 1.6L... Mu 2.330 Vu 2.071 Phi • Mn 53.943 Phi • Vn 62.038 (5) 12D +0.6L +1.0E... Mu 2.330 Vu 2.071 Phi • Mn 53.943 P81 • Vn 62.038 Force & Stress Summary DL Madmum Only Maz M + 1.94 k -ft 1.94 Max. M- Max. MaLeft Mao. M a Right Shear a Left 1.73 k 1.73 Shear a Right 1.73 k 1.73 Center Def. -0.004 in -0.004 Left Cant De0 0.000In 0.000 Right Cant Den 0.0001n 0.000 ...Query Den a 0.000 ft 0.000 Tale : Dsgnr. Description : Scope: Job 9 Date: 3:57PM. 8 APR 08 FY 50.00 kd Pinned -Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0kd LL & ST Act Together <- These columns are Dead + Line Load placed as noted -» < LL LL+ST LL LL+ST la Center 40 Center 01 Cents a, Cents k -ft k-ft k -ft k-lt 0.000 -0.004 0.000 0 000 In 0.000 0.000 ' 0.000 0 000 N 0.000 0.000 0.000 0 000 In 0.000 0.000 0.000 0 000 N Reaction ® Left 1.73 1.73 1.73 Reaction a Rt 1.73 - 1.73 1.73 Pege 1 1008 beabq..arc.kwwa, Beam OK • R.0: 500005 U.r. KW-06064UL V.r 5.e.0. 1.0.x1003 (e)1903.0003 ENERCALC EryN.Me Se .. Steel Beam Design Page 2 roar b.cningo VC.*Wlbm Description (N) W10x15 To Support MA-1 Title : Dsgnr. Description : Scope : TobO Date: 3:57PM. 8 APR 08 [Section Properties W10X15 1 Depth 9 ego in Weight 14.98 Mt Web Thick 0.230 in lea 68.900 In4 W(d h 4 000 in IVY 2.890 in4 Flange Thick 0 270 in Sim 13.800 in3 Area 4.41 N2 Syy 1.450 in3 Rt 0.990 in R -ox 3,950 in Values for LRFD Design.... R -W 0.810 In 0 100 In4 Zs 16.000 in3 Cw 88.30 N8 Zy 2.300 in3 K 0.570 N • Rev: 5e0W5 Use.: KW-0606414, V. 5 1.0..20W 5)198120:0 ENERCALC En9Mreq Software Steel Section : W10X16 Center Span Left Cant Right Cant Lu : Unbraced Length Dead Load Live Load Short Term Location Summary 500ft 0 00 ft 0008 500 8 Center Dell. -0.007 in .0.004 -0.007 Left Cent Dell 0.000in 0.000 0.000 Right Cant Dell 0.000 in 0.000 0.000 ...Query Dell (g 0.000 ft 0.000 0.000 Title : Dsgnr. Description : Scope : Steel Beam Design Description (N) W10x15 To Support MA -1 - (2) r�'-/ 3J Job Date: 4:01PM. 8 APR 08 [General Information Code Ref: LRFD 3rd Edilion, 2003 IBC, 2003 NFPA 5000 50.00k4 7 FY 50.0ok Pinned - Pinned Load Duration Factor 1.00 Bm WI. Added to Loads Elastic Modulus 29,000.0 ksl LL & ST Act Together [point Loads del Short Tenn Loads Are SEISMIC Loads. 9 01 0 2 03 84 0 5 0 6 07 1.730 k 1.730 k k 3.000 11 Factored Load Combinations .... (1) 1.4D Mu 2 969 5-11 Vu 1.508 k Phl • Mn 52 095 Phi "Vn 62.038 (2) 12D ♦ 1.61... Mu 5 887 Vu 2.951 Phi • Mn 52 095 Phi • Vn 62.038 (5) 12D ♦ 0.5L + 1.0E ... Mu 3 583 Vu 1.810 Phi • Mn 52 095 Phi • Vn 82.038 [Force 8 Stress Summary .-- These columns are Dead * Live Load placed as noted DL LL LL*ST LL LLSST &tern= Only tti Center CO Center 0 Cants Cants Max M + 420 5 41 2.12 4.20 5-11 Max M - k-it Max M Q Left k-it Max M e Right 5-41 Shear @ Left 1.42 k 0.73 1.42 k Shear a Right 2.11 k 1.08 2.11 k -0.007 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 N 0.000 0.000 in 0.000 0.000 in Reaction © Left 1.42 0.73 1.42 1.42 Reaction Rt 2.11 1.08 2.11 2.11 Beam OK Page 1 r.CaklMbal • Description (N) W10x15 To Support MA-1 - (2) Title : Dsgnr. Description : Scope : Depth 9.990 in Weight 14.88 0ffl Web Thick 0230 in lu 68.900 in4 Width 4.000 N lyy 2.890 in4 Flange Thick 0.270 in Sex 13.800 N3 Area 4.411n2 Syy 1.4501n3 Rt 0.990 in R -rr 3.950 In Values for LRFD Design.... R -yy 0.810 N J 0.100 in4 Zx 16.000 In3 Cw 68.30 N6 Zy 2.300 in3 K 0.570 N Date: 4:01PM, 8 APR 08 Rev: 580005 Lhar. KW-0508414. V. S.e.O. 1.eo20m 19612003 ENERCALC .. . Software Steel Beam Design mar Page 2 cCatcublbm [Section Properties W10X75 1 STRUCTURAL ENGINEERS Cary Kopczynski & Company I I of (J fnx3$' : 4 � b t o �9�5'I< i � - j - ! - (,� old' 6457 ,x 6 z lefi CAc---1) fl CEF ) Job Title: ne /5 .- 7 C< Subject: C act l� o f r'� pee _;/ Sheet No v rj (, a. )(. s -9o.ehs - Job No • Designer- Date- ' 1 .. 0 . 0 . 4 ( 4 A • 00 7 wix1 11 Description • Rev. ee0000 U. 3W4008914. Ver 5.0.0.1 -Dr.9 Whew ENERCALC Engineering Composite Steel Beam Page 1 reef ewmhq.cwCalc0Nms [Design Input Code Ref: RISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 50001 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Wxlth Rib Orientation Beam Location (E) W18x35 capacity check due to MA 1 W18X35 38.000 U 38.000 ft 4.500 in 3.000 in 8.000 in 12.000 in Perpendicular Slab Both Sides TWe: Dsgnr. Description : Scope : Fy rc Concrete Density [Live Loads ( applied alter 75% curing) 1 FuU Span Unitorrn Loads- 0 1 0.075 km 0 2 0.075 km Trapezoidal Loads... 0 1 @ Left 0.578 km Summary @ Right 0.578 k/0 Point Loads... 01 02 Using: W18X95, Span = 38.006. Slab Thickness = 4.500in, Deck Rib Ht= 3.00in, Rib Sparc 8.00in, Rib Width= 0.00'0 w/ Slab E Stress Checks for Shored & Unshored Cases... @ Bottom of Beam Actual = 13,900.5 psi Allowable = 21,999.8 psi Unshored DL Stress Actual = 1,315.0 psi Allowable = 21,999.8 psi Actual Shear Stress Actual = 1,098.8 psi Allowable = 13,200.0 psi Unshored Stress Check.... (Mdl/Ss + MIUStrans) MU / Strans(top) Actual = Actual = 13,904.2 psi 2835 psi Altemate Unshored Stress Check : (Mdl + MO) / Ss Shored Concrete Stress Check....(Mdl + MU) / ( Strans:top • n) Allowable = Allowable = 13,900.5 291.0 [Shear Studs & Shear Transfer 1 Actual 0 Studs 0 per 12 beam span Stud Capacity 5.78 k Total req'd 1l2 Span 5studs Vh @ 100% 169.95k Zone 1 from 0.000 11 -to 5.998 ft , Use 2 studs Zone 2 from 5.996 ft to 11.991 ft . Use 2 studs Zone '3 from 11.991 ft to 17.987 ft , Use 1 studs Zone 4 from 17.987 ft to 24.858 ft , Use 1 studs Zone 5 from 24.658 5 to 31.329 ft , Use 2 studs Zone 6 from 31.329 ft to 38.000 ft , Use 2 studs Stud Diameter 0.500 in Stud Height 2.000 N Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi 0252 k 0.148 k V%: min Vh : Used Job 0 Date: 4:08PM, 8 APR 08 33.00 ksi 3,000.00 psi 145.00 pcf 29,700.0 psi OK 1,350.0 psi OK 25,080.0 psi 1,350.0 psi 3.500 ft 28.000 0 14.000 ,s 20.500 ft OK Shored & Unshored OK OK OK 42.49 k 28.90 k Title : Dsgnr. Description : Scope : 0 Date: 4:08PM, 8 APR 08 Rev. 500000 Um: KW-0606414, 0.. see 1- 0c•2003 (c(19e3-2003 ENERCALC 9uewra Composite Steel Beam Page 2 root laming en Calculation. Description [Deflections 1 I : Transformed (E) W18x35 capacity check due to MA-1 Before 75 % Curing Construction Loads Only After 75% Curing Total Uncured Deflection Composite Deflection 1,566.10 in4 Shored 0.1111n (after them is roved) 0.000 in 0.9881n 0.1111n : L/4110.9 1.0991n : L/ 414.9 510.0Dn4 I : Effective Unshored 0.111 in 0.000 in 0.9881n 0.111111 : Ll 4110.9 1.099in : L1 415.0 Load Combinations... Dead + Constuction Composite Max DL U. Analysis Values Maximum Moments Dead Load Alone Dead + Const Live Load Only Dead + Uve Support Shears Shear @ Left Shear @ Right Section Name Depth Width Flange Thick Web Thick Area Weight I -steel S steel : top S steel : bottom 6.31 k -ft 6.31 k -ft 60.46 k -ft 66 75 k -ft 5.83 k 5.35 k 1M Left 0.68k 5.17 k 5.83 k Fb : Allow n : Strength n: Deflection 21.78 psi 929 9.19 162 Right 0.68 k 4.69 k 5.35 k W18X35 17.700 m ha : Steel Section 510.00 in4 6.000 0 I transformed 1,562.011114 0.425 in Stress : top 296.37 in3 0.300 in Strans : bot 9227(03 10.300 N2 Strans : e6 @ bot 57.83 in3 34.988 8M n'Strans : Ef @ top 535.31113 510.00 m4 X -X Axis from Bot 16.93 in 57.63 ,n3 V11 00 100% 169.95 k 57.63 Ina Effective Flange Width_ Based on Beam Span Based on Beam Spacing Effective Width 9.500 ft 38.000 ft 9.5008 Section Properties 4 DEPARTMENTS ✓ 3 -05 6.7i�ding Division ` Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 -108 DATE: 04 -17 -08 PROJECT NAME: DAPHNE'S GREEK CAFE SITE ADDRESS: 2600 SOUTHCENTER MALL FC -7 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Fire 1.11 evention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 Structural ❑ Permit Coordinator Incomplete Structural Review Required vv Planning Division DUE DATE: 04 -22 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: ' 1 DUE DATE: 0520-08 Approved ❑ Approved with Conditions RI 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: License Information License EMERAAI055BL Licensee Name EMERALD AIRE INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600591552 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 5108 D STREET NW Address 2 06/01/2000 City AUBURN County KING State WA Zip 98001 Phone 2538725665 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/13/1995 Expiration Date 4/1/2009 Suspend Date Separation Date Parent Company Previous License SOUNDAI158OW Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HAPPE, DOUGLAS A PRESIDENT 01/01/2000 RIDGE, JOHN P VICE PRESIDENT 01/01/2000 RICHARDS, RON SECRETARY 01/13/1995 06/01/2000 TREMAINE, DAVIS WRIGHT AGENT 01/13/1995 12/31/1999 DUPUIS - FRICKE, LINDA PRESIDENT 01/13/1995 12/31/1999 HAPPE, DOUGLAS A PRESIDENT 01/13/1995 12/31/1999 Look Up a Contractor, Electean or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= EMERAAI055BL 05/27/2008 AVAC SCHEDULE TYPE MANUFACTURER � MODEL ZONE |OOOL|NQ HEAT IN HEAT OUT CFM O�8�A�(CFK0) � 8EG� � VOLTAGE PHASE A8E MCA �OCP WEIGHT VVB{� REMARKS AC4| PACKAGED AIR CONDITIONER / CARRIER 48G8-O3OO4O1KITCHEN 30.000 40.000 1 31.0OO . 1000 172 12 308 -- ' 3 ! 13.2 20 |28D# ' `��5UE{�REEDEAD8AND L 1 | FACTORY ROOF CURB, PROGRAMMABLE T-QTAT -. - � �� '-' _l-__'-_-__�--�---'_ -'-_ �-' / �- �� -' -- _ --' ''-' _-'-'- l' -' -�-'-'_�_ '--- - --�-' _ - 1 - ---- _ - _'�-- - _ - _ L-._-_�__- ' . , ___ -- - | 1 ' { | i ( | 1/4U~^1 hao5 ' can 7 loefiel?d /0' -cos; j r - of opr 5 tvt441 di'ad.eje odr, � � ��- /.-'^°^�» �v Pet �� �� ��������� � ��\v�'^^ ~ ' ^ �.��y������e�`� ~l° � ��«�~- �~ ~~, ' � v«k 4-40 412 14. av- ruritt tv ^ uirdl - �� &��� ��� "~�~--~ ��� ) RO wpA - ! ~U� ��J�~ * 5 I QD ~---_-�.' ■ ■ 8MATon CHAVCA1 O� .. `� nA0q ROOFTOP EQUIPMENT LOCATIONS ARE SHOWN APPROXIMATE, G.C. TO VER!FY EXACT LOCATIONS PER EXISTING JOB8[TECONDITIONS / / / / / / / --. A\ TYPE 1 AUST HOOD SEE SHEET M2 - _. CHAVC4 1/4"z-1 `` 325 CFM AC-1 35OCFM / DUCT W/ APPROVED DUCT WRAP UP TO ROOF SEE SHEET M2 I i if / ' .`-,`..`^.. L__ x.?" / -» ... V ./ / -`~ ■ '.. / 7 / �� lin PI 4\ FAN EF-1 UPBLAST EXHAUSTER CAPTIVE4JRE NCA18FA COOKLNE � FILE C PI" � �� ����K8�� / SEPARATE PERMIT """" ���\lR�������� � REQUIRED FOR: F7 ^� Mec/wnical VE|ectUcal vlumbin City of Tukwila .& ALONG D| ����(�� . |MANUFAOTURER . -_____----'- . .--' MA-1 MAKE-UP AIR - HEATED CAPTIVE-AIRE D500-B15 COOKLINE mar review approval is subject to errors and omissions. Approval of ��/n� authorize the violation of�y code or ordinance. Receipt of Field Copy and is acknowledged' By Date: ��»� v�^ � Tukwila ^�v�� Tukwila ��| UUU ��0���� ��Y�y���»���� AIR / VAPOR BARRIER (AS REQUIRED) NOM 1) METAL EXTENDER F1ECE IS REQUIRED IF EQSTINO COLINTF.RFLASHIND LS CANTAWINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES C.C. MITH DROMMENED FASTENER. 2) VAPOR BARRIER &RAU. ITE SEALED AT EDGES. =7:L4 =)ET411_ 2) VAPOR BARRIER SHALL DE SEALED AT EDGES. MODEL AREA SERVED 3620 i 208 �� � 7,EYIS8ONS qr~� ~~ ����n���U�en1ade to th4? score 'Ywnrk'x'ith0lt prior a |Of r:/k`vi|R Building Division , jrnF Revisions will require a new plan Ubnn ri may iflclude additional plan review KPeS NON-REMOVABLE UNIT aavuun,ED FASTENER `c INCHES O.C. METAL EXTENDER PIECE WITH SARNAFIL SEALANT ONTO BACK SIDE SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SARNAFuSECUREMEm HOT-AIR WELD SAFINAF1L MEMBRANE --INSULATION SECURELY FASTENED SKYL/mHT/ROOr HATCH worr GROMMETTED FASTENER 12 INCHES 0.C. METAL EXTENDER PIECE WITH SARNAFIL SEALANT ONTO BACK SIDE SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SARNAFumECUREMENT HOT-AIR WELD r _SARNAFIL MEMBRANE I— SECURELY FASTEN AIR / VAPOR BARRIER (AS REQUIRED) Zak 1) METAL MENDER PIECE REQUIRED IF EaSTIND COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFIASHINC FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES 0.C. WITH CRONINETTED FASTENER. CT =) STRUCTURAL DECK STRUCTURAL DECK PIPE PENETRATION SARNAFIL SEALANT (SEE NOTE) STAINLESS STEEL. HOSE CLAMP CFM VOLTAGE 3620 208 TA k ' ALUMINUM TAPE (SEE NOTE) SARNAFIL FLASHING MEMBRANE SARHAFASTENER AND SARNADISC SAmemnL BASE FLASHING. mmNAruwsMBmwu STRUCTURAL DECK INSULATION SECURELY FASTENED AIR / VAPOR BARRIER *m mEQomcD) ) ALUMINUM TAPE IS REQUIRED IF EXISTING PENETRATION aCONTAMINATED. 2) SEALANT IS A MAINTENANCE ITEM. MAINTENANCE m NOT mvommUNDER THE SARHAFIL WARRANTY. 5) VAPOR &ARRWR SHALL BE StAI.ED AT EDGER. PIPE PENETRATION FLASHING HNC; =G PHASE 1 AMPS 7.7 RPM E.S.P. WEIGHT [REMARKS 1091 0.75' 190# ELECTRICAL INTERLOCK W/ MA-1 VENTED FACTORY CURB ` ` 3 13.2 842 0.5^ 770# 100% MAKE AIR MECHANICAL NOTES: 1 ALL MECHANICAL EQUIPMENT WILL BE U.L. LISTED & LABELED BY AN APPROVED TESTING AGENCY. 2. ALL SUPPLY CEILING DIFFUSERS TO BE 4-WAY ADJUSTABLE 3. ALL SUPPLY CEILING DIFFUSERS IN GYPSUM BOARD SOFFITS TOBET|TUQ#PC812"x12"- WHITE U.ON. 4. ALL RETURN AIR GRILLES TO BE PERFORATED TITUS#PAR 5 ALL DUCTS SHALL BE CONSTRUCTED, SEALED, INSULATED AND !NSTALLED PER CURRENT CODE REQUIREMENTS 6. ATR HANDLING SYSTEMS OF 2000 CFM OR MORE SHAL BE PROVIDED WITH DUCT DETECTION AND ACCESS 10 THE APPLIANCES. PROVIDE TEST SWITCHES / LED |N|D|CAT|NB LIGHT ON THE T-BAR CEILING NEXT TO THE DUCT SMOKE ASSEMBLY. T THE MJNIMUM FLOW RATE OF OUTDOOR AR THAT THE VENTILATION SYSTEM MUST BE CAPABLE OF SUPPLYING DURING !TS OPERATION SHALL BE PERMITTED TO BE BASED ON THE RATE PER PERSON INDICATED IN TABLE 403.3 AND THE ACTUAL NUMBER OF OCCUPANTS PRESENT.' 8. WATER HEATER FLUE SHALL EXTEND TO ROOF IN A VERTICAL DIRECTION W(TH HORIZONTAL OFFSETS NOT EXCEEDING 45 DEGREES & ONE HORIZONTAL OFFSET OF 60 DEGREES (MAX.) g G.C. 10 PROVIDE T-STATS & REMOTE SENSORS U.O.N. IF T-STAT 15 EXISTING, IT SHALL BE GHANGED OUT WITH A REMOTE SENSOR CAPABLE TYPE. T-STAT SHALL BE PROGRAMMED TO RUN 7 DAYS A WEEK FROM 8:3UA_KU.-1O:OOP.M. SETTINGS TO BE 68°E/HEAT & 72"F/COOL 10i G.C. SHALL DALANCE ENTIRE HVAC SYSTEM, EXHAUST & MAKE-UP AR SYSTEM AS PART OF INSTALL & PROVIDE A REPORT TO DAPHNE'S AS PART QF THE CLOSEOUT PACKAGE BEFORE TURNOVER. THIRD PARTY REPORT NOT REQUIRED U O.N. OR REQUIRED BY CITY. 11. DAMPERS ON OUTSJDEA!R INTAKES, EXHAUSTOUTLETS SERVING CONDIT!ONED SPACES SHALL AUTOMATICALLY CLOSE WHEN SYSTEM 18 OFF OR UPON POWER FAILURE. 12. AIR ECONOMIZERS SHALL BE OF AUTOMATICALLY MODULATING OUTS!DE AND RETURN AIR DAMPERS TO PROVJDE 100% OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. 13. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55°F TO 85'F, AND BE CAPABLE OF OPERATING THE HEATING AND COOL!NG IN SEQUENCE. THERMOSTATS SI-IALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10°F BETWEEN FULL HEATING AND FULL COOLING BE!NG SUPPLIED. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAN 70'F AND COOLING AT A TEMPERATURE NOT LESS THAN 78°F. THERMOSTATS SHALL BE HANDICAP ACCESSPBLE, LOCATED AT 48 )NCHES ABOVE FLOOR. 14. DUCTS & PLENUMS SHALL BE INSULATED PER THE REQUIREMENTS SPECIFIED IN TABLE 14-5 16. PIPING SHALL BE INSULATED PER THE REQUIREMENTS SPECIFIED IN TABLE 14-6 17. ELECTRIC RESISTANCE HEATING NOTALLOWED. 18. WALLS SEPARATING CONDITIONED & UNCONDITIONED SPACES SHALL HAVE R-19 (MIN.) INSULATiON W/VAPOR BARRIER INSTALLED ON WARM SIDE W/ SEALED SEAMS. JO}NTS BETWEEN WALL & FOUNDATION & AROUND WINDOW & DOOR OPENINGS SHALL BE SEALED TO LIMIT AIR LEAKAGE. 20. ROOF SHALL HAVE R-21 (MIN.) INSULATION WI VAPOR BARRIER INSTALLED ON WARM SIDE W/ SEALED SEAMS. ROOF PLAN KEY NOTES: 2 3 ROOF MNTD. REMOTE COMPRESSOR UNJT FOR WALK-IN REFRIGERATION (+/-75# SEE SHEET KI FOR SPECS. TYPE B WATER HEATER FLUE VENT W/ FLASH!NG & APPROVED VENT CAP c 12' ABOVE ROOF ' EXTEND TO24'' ABOVE (E) ROOF PARAPET IF LOCATED WITHIN 8 FEET DF PARAPET - SEE K8ECH'L NOTE #8 314" cu. CONDENSATE DRAIN DOWN THRU ROOF - EXTEND DRAIN TO NEAREST FLOOR SINK ' INDIRECT DRAIN '1'` AIR GAP MOj ' �� 108 ��� DATE: 03/26/08 JOB NO: 28--- DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 835-5696 FAX: (817) 635-5699 REVISIONS �� ^~~�~°EwVm��' APR ������ ��"» « « ��m� PERMIT CENTEI- SH[ET NUMBER 1"x1"x1/8” DIAG. STL. ANGLE BRACE TO ROOF STRUCTURE 2 OPPOSING BRACES 90° APART (TYP. @. HOOD CORNERS) NON - COMUSTIBLE WALL PER PLAN 3" STAND -OFF r 3/5"=7=1 2' -2" 112 1 1 =0 II 7 3 " STAND -OFF 6" OVERHANG XHT 4-I 0 0 0 0 0 0 0 0 0 0 L� 9 CAPTIVE AIRE 4524ND-PSP-F (729 Ibs) • 13' -2" 18 GA. S/S EXHAUST HOOD i eeeef9 . s <I 1 0 1 N H i I Ir I u . GREASE TROUGH li ; II EXHAUST DUCT COLLAR (TYP.) 6" OVERHANG EXHAUSTER PER PLAN - ELECTRICAL CONTRACTOR TO PROVIDE ELECT. INTERLOCK W/ MAKE -UP AIR FAN HINGED BASE W/ CHAIN FOR CLEANING CLEAN -OUT @ ALL DUCT OFFSETS 12" x 24" x 16GA WELDED EXHAUST DUCT W/ 3M '15A DUCTWRAP (1 HR. RATING) - 1CCES #21-61 THRD. ROD HOOD SUPPORT TO ROOF STRUCT. - SEE HOOD PLAN FOR SUPPORT MNTG. LOCATIONS (TP) LINE OF NON - COMBUSTIBLE SUSPENDED CEILING HANGING ANGLE QUANTITY & SPACING PER MANUFACTURER VAPOR -PROOF 200 WATT CLEAR INCANDESCENT LIGHT FIXTURES CAPTIVE AIRE PSP FRONT SUPPLY AIR PLENUM ACCESSORY SUPPLY AIR PLENUM RISER (TYP.) 2006 IMC 502.2.1.1 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. EXHAUST HOOD NOTES: 6" MIN. OVERHANG FROM OUTER EDGE OF COOKING DEVICE TO INNER EDGE OF GREASE GUTTER - I.M.C. SEC. 506.12 2. 7' -0" MAX. HEIGHT TO LOWER EDGE OF HOOD FROM FLOOR 3. 48" MAX. HEIGHT TO LOWER EDGE OF HOOD FROM TOP OF COOKING DEVICE - I.M.C. SEC. 507.12 4. HOOD CONSTRUCTION TO BE 18 GA. (MIN.) STAINLESS STEEL I.M.C. SEC. 507.4 5. DUCT CONSTRUCTION TO BE 16 GA. GALVANIZED METAL (MIN.) W/ WELDED SEAMS - I.M.C. SEC. 506.3.2 6. TURBINE UPDRAFT EXHAUST FANS SHALL BE HINGED AND CHAINED FOR CLEANING VERTICAL DUCT 7. DUCTS & PLENUMS TO BECONSTRUCTED & INSTALLED PER I.M.C. SEC. 506.3 8. EXHAUSTER & MAKE -UP AIR UNIT TO BE ELECTRICALLY INTERLOCKED PER I.M.C. SEC. 508.1 9. THE FIRE EXTINGUISHING SYSTEM (WITH MANUAL RESET) SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED 10. UPDRAFT EXHAUST FAN TO BE LOCATED 10'-0" (MIN) AWAY FROM ANY ADJACENT BUILDING PROPERTY LINE OR ANY FRESH AIR INTAKE I.M.G. SEC. 506.12.3 11. PROVIDE CLEANOUT AT ALL DUCT DIRECTION CHANGES (MIN. ONE CLEAN -OUT); SLOPE DUCT 114 " /FT- (1 "/FT- FOR DUCTS OVER 75 FEET IN LENGTH) BACK TO HOOD I.M.C. SEC. 506.3.7, 506.3.8, 506.3.9 12. AIR CAPACITY OF HOOD SHALL BE PER MFR. REQUIREMENTS I.M.C. SEC. 507.13 13. HOOD CLEARANCE SHALL BE 3" FROM NON - COMBUSTIBLES OR PROTECTED COMBUSTIBLES; 18" FROM UN- PROTECTED COMBUSTIBLES - I.M.C. SEC. 506.3.6 14. DUCT CLEARANCE SHALL BE 3" FROM NON - COMBUSTIBLES OR PROTECTED COMBUSTIBLES; 18" FROM UN-- PROTECTED COMBUSTIBLES - I.M.C. SEC- 506.3.6 15. DUCT VELOCITY SHALL BE 1500 FPM (MIN.) - I.M.G. SEC.506.3.4 16. TYPE I EXHAUST HOOD SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM COMPLYING WITH IFC SEC. 903.2.1 CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: EXHAUT HOOD SPECIFICATIONS HOOD: 13-8" x 4' -0" O. D- (13' -2" x 3' -9" I.D. ) MODEL: CAPTIVE AIRE #4524ND-PSP-F W/ 600 DEGREE LABEL HOOD TYPE: U.L. APPROVED TYPE 1 CANOPY (U.L. #MH12106) C -F.M.: 13.17' x 275 C.F.M /LIN. FT. = 3621 TOTAL C.F.M. (FACTORY RECOMMENDED R4TINO FOR USE VHTM WO'F CAS CHAR-SROILEF .j F.P.M.: 3621 / 2.13 = 1700 F-P.M. # OF GREASE FILTERS: 5 (16" x 20" x 2") - 3 (16" x 16" x 2") S.S. BAFFLES DUCT SIZE: 14" x 22" = 2.13 SQ. FT. MAKE -UP AIR: 100% CAL CULA TM /VS rEiZ_A J Exhaust CFM = length of hood X CFM /lin. ft. (load) Supply CFM = Exhaust CFM X Percentage Required CFM Total Duct Area = 144 X Duct Length = Total Duct Area Duct Depth FPM (Note t) (Note 2) Note 1) Captive -Aire ventilator duct sizes are calculated using an Exhaust velocity of 1600 FPM and a Supply velocity of 800 -1200 FPM. 2) Please consult factory for maximum allowable duct siz FILTER DETAIL RFSISTANCF.VS. AIRFlAW- .r Kt..,. 0.1.1 noir Tvr c:d..s. AIRFLOW (Fpm/,n/s) !!1 MOWS aaaratiman Kleen- t,arxi Baffle (:[nstifiexi Grease Extracting Filters. MEA # 168 -78 -M Aluminum FIFA # 247- 96 -i?. Stainless M 16GA WELDED EXHAUST DUCT TO ROOF W/ APPROVED 1 HR RATED DUCT WRAP CLEAN -OUT AS REQ'D. VAPOR PROOF LIGHT GREASE FILTERS REMOVEABLE GREASE CUP 3" STAND -OFF WALL PER PLAN (NON - COMBUSTIBLE) —.r SCREW W/ NEOPRENE WASHER WITHIN 6" FROM CORNERS & 24" O.C. EXTEND ROOFING UP CURB (E) MTL. DECK & INSULATION o SI TE 1/2 II I CANT STRIP ROOF CAP SHEET \ / \/ \. / \ \ 2x8 P.T. CURB SIMPSON "A35" W/ #10 SCREWS TO (E) MTL. DECK - MIN. 2 SCREWS PER SIDE OUP (4) 3 —= 1 II PRE -FAB. 20GA STL. VENTED EXHAUSTER CURB EXTEND ROOFING UP CURB (OPTIONAL) CANT STRIP _ #10 SCREWS - CURB TO ROOF STRUCTURE (2 PER SIDE MIN.) Alta 3":1 6" CLR. 45" 48" s rXHtT N ROOF CAP SHEET 6" (MIN.) OVERHANG =AID cdR MAKE -UP AIR DUCT NON - COMBUSTIBLE CEILING S/S CLOSURE STRIP LINEAR MAKE -UP AIR PLENUM BY HOOD MFR. 180A S/S EXHAUST HOOD 24GA G.I. CAP OVER 3/4" PLYWOOD MEM 4" (MIN.) 2 9 co J a w EXHAUST DUCT STL. REINF, AS REQ'D. APPROVED DUCT WRAP ROOF DECK & INSUL. R IEWED FOR CODE COMPLIANCE APPRO y" AD[? r }r,14 K " ' City Of 'Tukwila BUILDING DIVISIQN . DATE: 03/26/08 JOB NO: 28M DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 u i i aa 0 <t J REVISIONS RECEIVED APR 17 2008 PERMIT CENTER SHEET NUMBER M2 N 2600 SOUTHCENTER MALL #FC-7 WA 98188 1 _ �- 3" STAND -OFF . _ .:.�. { 22" is 0- . ��yy l ♦ m 1 • T ' ! , �.( // „!irk=- cc, . "�"•' /` !/ ....Yr:, 1. !v "/' " rf rri.; -..„....._. r1 r /rte •-•• --_ 1"x1"x1/8” DIAG. STL. ANGLE BRACE TO ROOF STRUCTURE 2 OPPOSING BRACES 90° APART (TYP. @. HOOD CORNERS) NON - COMUSTIBLE WALL PER PLAN 3" STAND -OFF r 3/5"=7=1 2' -2" 112 1 1 =0 II 7 3 " STAND -OFF 6" OVERHANG XHT 4-I 0 0 0 0 0 0 0 0 0 0 L� 9 CAPTIVE AIRE 4524ND-PSP-F (729 Ibs) • 13' -2" 18 GA. S/S EXHAUST HOOD i eeeef9 . s <I 1 0 1 N H i I Ir I u . GREASE TROUGH li ; II EXHAUST DUCT COLLAR (TYP.) 6" OVERHANG EXHAUSTER PER PLAN - ELECTRICAL CONTRACTOR TO PROVIDE ELECT. INTERLOCK W/ MAKE -UP AIR FAN HINGED BASE W/ CHAIN FOR CLEANING CLEAN -OUT @ ALL DUCT OFFSETS 12" x 24" x 16GA WELDED EXHAUST DUCT W/ 3M '15A DUCTWRAP (1 HR. RATING) - 1CCES #21-61 THRD. ROD HOOD SUPPORT TO ROOF STRUCT. - SEE HOOD PLAN FOR SUPPORT MNTG. LOCATIONS (TP) LINE OF NON - COMBUSTIBLE SUSPENDED CEILING HANGING ANGLE QUANTITY & SPACING PER MANUFACTURER VAPOR -PROOF 200 WATT CLEAR INCANDESCENT LIGHT FIXTURES CAPTIVE AIRE PSP FRONT SUPPLY AIR PLENUM ACCESSORY SUPPLY AIR PLENUM RISER (TYP.) 2006 IMC 502.2.1.1 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. EXHAUST HOOD NOTES: 6" MIN. OVERHANG FROM OUTER EDGE OF COOKING DEVICE TO INNER EDGE OF GREASE GUTTER - I.M.C. SEC. 506.12 2. 7' -0" MAX. HEIGHT TO LOWER EDGE OF HOOD FROM FLOOR 3. 48" MAX. HEIGHT TO LOWER EDGE OF HOOD FROM TOP OF COOKING DEVICE - I.M.C. SEC. 507.12 4. HOOD CONSTRUCTION TO BE 18 GA. (MIN.) STAINLESS STEEL I.M.C. SEC. 507.4 5. DUCT CONSTRUCTION TO BE 16 GA. GALVANIZED METAL (MIN.) W/ WELDED SEAMS - I.M.C. SEC. 506.3.2 6. TURBINE UPDRAFT EXHAUST FANS SHALL BE HINGED AND CHAINED FOR CLEANING VERTICAL DUCT 7. DUCTS & PLENUMS TO BECONSTRUCTED & INSTALLED PER I.M.C. SEC. 506.3 8. EXHAUSTER & MAKE -UP AIR UNIT TO BE ELECTRICALLY INTERLOCKED PER I.M.C. SEC. 508.1 9. THE FIRE EXTINGUISHING SYSTEM (WITH MANUAL RESET) SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED 10. UPDRAFT EXHAUST FAN TO BE LOCATED 10'-0" (MIN) AWAY FROM ANY ADJACENT BUILDING PROPERTY LINE OR ANY FRESH AIR INTAKE I.M.G. SEC. 506.12.3 11. PROVIDE CLEANOUT AT ALL DUCT DIRECTION CHANGES (MIN. ONE CLEAN -OUT); SLOPE DUCT 114 " /FT- (1 "/FT- FOR DUCTS OVER 75 FEET IN LENGTH) BACK TO HOOD I.M.C. SEC. 506.3.7, 506.3.8, 506.3.9 12. AIR CAPACITY OF HOOD SHALL BE PER MFR. REQUIREMENTS I.M.C. SEC. 507.13 13. HOOD CLEARANCE SHALL BE 3" FROM NON - COMBUSTIBLES OR PROTECTED COMBUSTIBLES; 18" FROM UN- PROTECTED COMBUSTIBLES - I.M.C. SEC. 506.3.6 14. DUCT CLEARANCE SHALL BE 3" FROM NON - COMBUSTIBLES OR PROTECTED COMBUSTIBLES; 18" FROM UN-- PROTECTED COMBUSTIBLES - I.M.C. SEC- 506.3.6 15. DUCT VELOCITY SHALL BE 1500 FPM (MIN.) - I.M.G. SEC.506.3.4 16. TYPE I EXHAUST HOOD SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM COMPLYING WITH IFC SEC. 903.2.1 CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: EXHAUT HOOD SPECIFICATIONS HOOD: 13-8" x 4' -0" O. D- (13' -2" x 3' -9" I.D. ) MODEL: CAPTIVE AIRE #4524ND-PSP-F W/ 600 DEGREE LABEL HOOD TYPE: U.L. APPROVED TYPE 1 CANOPY (U.L. #MH12106) C -F.M.: 13.17' x 275 C.F.M /LIN. FT. = 3621 TOTAL C.F.M. (FACTORY RECOMMENDED R4TINO FOR USE VHTM WO'F CAS CHAR-SROILEF .j F.P.M.: 3621 / 2.13 = 1700 F-P.M. # OF GREASE FILTERS: 5 (16" x 20" x 2") - 3 (16" x 16" x 2") S.S. BAFFLES DUCT SIZE: 14" x 22" = 2.13 SQ. FT. MAKE -UP AIR: 100% CAL CULA TM /VS rEiZ_A J Exhaust CFM = length of hood X CFM /lin. ft. (load) Supply CFM = Exhaust CFM X Percentage Required CFM Total Duct Area = 144 X Duct Length = Total Duct Area Duct Depth FPM (Note t) (Note 2) Note 1) Captive -Aire ventilator duct sizes are calculated using an Exhaust velocity of 1600 FPM and a Supply velocity of 800 -1200 FPM. 2) Please consult factory for maximum allowable duct siz FILTER DETAIL RFSISTANCF.VS. AIRFlAW- .r Kt..,. 0.1.1 noir Tvr c:d..s. AIRFLOW (Fpm/,n/s) !!1 MOWS aaaratiman Kleen- t,arxi Baffle (:[nstifiexi Grease Extracting Filters. MEA # 168 -78 -M Aluminum FIFA # 247- 96 -i?. Stainless M 16GA WELDED EXHAUST DUCT TO ROOF W/ APPROVED 1 HR RATED DUCT WRAP CLEAN -OUT AS REQ'D. VAPOR PROOF LIGHT GREASE FILTERS REMOVEABLE GREASE CUP 3" STAND -OFF WALL PER PLAN (NON - COMBUSTIBLE) —.r SCREW W/ NEOPRENE WASHER WITHIN 6" FROM CORNERS & 24" O.C. EXTEND ROOFING UP CURB (E) MTL. DECK & INSULATION o SI TE 1/2 II I CANT STRIP ROOF CAP SHEET \ / \/ \. / \ \ 2x8 P.T. CURB SIMPSON "A35" W/ #10 SCREWS TO (E) MTL. DECK - MIN. 2 SCREWS PER SIDE OUP (4) 3 —= 1 II PRE -FAB. 20GA STL. VENTED EXHAUSTER CURB EXTEND ROOFING UP CURB (OPTIONAL) CANT STRIP _ #10 SCREWS - CURB TO ROOF STRUCTURE (2 PER SIDE MIN.) Alta 3":1 6" CLR. 45" 48" s rXHtT N ROOF CAP SHEET 6" (MIN.) OVERHANG =AID cdR MAKE -UP AIR DUCT NON - COMBUSTIBLE CEILING S/S CLOSURE STRIP LINEAR MAKE -UP AIR PLENUM BY HOOD MFR. 180A S/S EXHAUST HOOD 24GA G.I. CAP OVER 3/4" PLYWOOD MEM 4" (MIN.) 2 9 co J a w EXHAUST DUCT STL. REINF, AS REQ'D. APPROVED DUCT WRAP ROOF DECK & INSUL. R IEWED FOR CODE COMPLIANCE APPRO y" AD[? r }r,14 K " ' City Of 'Tukwila BUILDING DIVISIQN . DATE: 03/26/08 JOB NO: 28M DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 u i i aa 0 <t J REVISIONS RECEIVED APR 17 2008 PERMIT CENTER SHEET NUMBER M2 N 2600 SOUTHCENTER MALL #FC-7 WA 98188