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Permit M10-015 - WESTFIELD SOUTHCENTER MALL - FIREWORKS
FIREWORKS 261 S OUTH CENTER MALL M10 -015 Parcel No.: 9202470010 Address: Suite No: Cityk Tukwila • 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 261 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: M10 -015 02/10/2010 08/09/2010 Tenant: Name: Address: Owner: Name: Address: FIREWORKS 261 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BL, 12TH FLOOR , LOS ANGELES CA Contact Person: Name: JACOB BROCK Address: 1221 2 AV N , KENT WA Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AV N , KENT, WA Contractor License No: HERMACLOO5BJ Phone: Phone: 206 575 -9700 Phone: 206 - 575 -9700 Expiration Date: 08/25/2010 DESCRIPTION OF WORK: INSTALL (1) GAS ELECTRIC ROOFTOP UNIT AND ASSOCIATED DUCTWORK AND DIFFUSERS Value of Mechanical: $16,500.00 Type of Fire Protection: SPRINKLERS /AFA Fees Collected: $387.31 International Mechanical Code Edition: 2006 EQUIPMENT TYPE AND QUANTITY 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 0 0 0 0 0 0 1 0 0 0 0 0 0 0 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 Equipment0 * *continued on next page ** doc: IMC -10/06 M10-015 Printed: 02 -10 -2010 • City of Tukwila • 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: / /wwwci.tukwila.wa.us Permit Number: M10 -015 Issue Date: 02/10/2010 Permit Expires On: 08/09/2010 Permit Center Authorized Signature: /O ` Date: { U° 1 1113 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 complied 'th 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: i3 cc) c Date: 2 /10/Zo l0 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 -10/06 M10 -015 Printed: 02 -10 -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 Parcel No.: 9202470010 Address: 261 SOUTHCENTER MALL TUKW Suite No: Tenant: FIREWORKS PERMIT CONDITIONS Permit Number: M10 -015 Status: ISSUED Applied Date: 02/03/2010 Issue Date: 02/10/2010 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 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: 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. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: 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) 11: 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) 12: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 13: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 14: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 15: 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 doc: Cond -10/06 M10 -015 Printed: 02 -10 -2010 • 1 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 104.2) (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 16: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 18: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 M10 -015 Printed: 02 -10 -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 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: V o—exa G Date: 21/6)72-C, lv ordinances governing or local laws regulating doc: Cond -10/06 M10 -015 Printed: 02 -10 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us MECHANICAL PERMIT APPLICATION 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 King Co Assessor's Tax No.: 2623049086 "~ : outhcenter Mall Blvd Site Address: ' Suite Number: Floor: Tenant Name: Fireworks New Tenant: ❑ Yes m .. No Property Owners Name: Westfield Shopping Town Mailing Address: 1070 Southcenter Mali Blvd CONTACT PERSON - Name: Jacob Brock City e contact when your permit is ready to be issued Stale Zip Day Telephone: (206) 575 -9700 Mailing Address: 1221 2nd Ave N Kent WA 98032 Zip E -Mail Address: jbrock @hermanson.com City State Fax Number: (206) 575 -9800 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Hermanson Co LLP 1221 2nd Ave N Kent WA 98032 City State Zip Contact Person: Jacob Brock Day Telephone: (206) 575 -9700 E -Mail Address: jbrock @hermanson.com Fax Number: (206) 575 -9800 Expiration Date: 12/31/2010 Contractor Registration Number: 05 -208 ARCHITECT OF RECORD p its must be wet stamped by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H °Applications \Forms - Applications On Line'2009 Applications`. 1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 1 of 2 Valuation of Project (contractor's bid price): $ / / 5—O D Scope of Work (please provide detailed information): Install (1) gas electric, rooftop unit and associated ductwork and diffusers & - hco,, / er ceoI; Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement I 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: 0 -3 HP /100,000 BTU Qty Furnace <IOOK BTU Air Handling Unit >10,000 CFM Fire Damper Furnace >IOOK 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 PERMIT APPLICATION NOTES - 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. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 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 ,' OR HOED AGENT: Signature: ' Print Name: Jacob Brock Mailing Address: 1221 2nd Ave N Date: 02/03/2010 Day Telephone: (206) 575 -9700 Kent WA 98032 City State Zip Date Application Accepted: 02 O Date Application Expires: Staff Initials: H, Applications` .Forms - Applications On Line \2009 Applications` 1 2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 2 of 2 CitAf 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 SET RECEIPT RECEIPT NO: R10 -00181 Initials: JEM Payment Date: 02/03/2010 User ID: 1165 Total Payment: 559.51 Payee: JACOB BROCK/HERMANSON CO LLP SET ID: S000001342 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount EL10 -0078 M10 -015 PG10 -014 TOTAL: 75.60 387.31 96.60 75.60 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA - - - 559.51 TOTAL: 559.51 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.101.00.0 000.322.103.00.0 000.322.102.00.0 000.345.830 75.60 96.60 309.85 77.46 TOTAL: 559.51 PAYMENT RFCEIVED r PECTION RECORD in a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M I .o S PERM Projec VI ( "t it or�S Type of I spectio /I F- k J,�P�rJ(�\ Address: 2(0 k _5 z___ itklet c Date Called: Special Instructions: Date Wanted ' ,L3 ' o m: .m. Requester: Phone o: 7,)C0 --5?0 —I3t2_ 17hApproved per applicable codes. Corrections required prior to approval. COMMENTS: vvVO 6 @,>D :? e cl 06.06k-- • Date* Re 23_ EINSPECTION FEE R QUIRED. P. for to inspection, fee must be 300 Southcenter Blv.l , Suite 100. Call to schedule reinspection. 'Date: _ -- J._ .. . -It INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 /v1 lJ -0/5 Project: Type o Inspectio tc.0 LA Address: 7 Sc JAS Date Calle ft fj. M , �9 Specia`Instructions: Q / Date Wanted: - r - �/� Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: M i n 1.S A 0/0, d.J,to % r (it' d A .7— - l Pte, I (,t -- 0 k— ) t• /66 t % l ✓ 1 Z.. eg( " & . I 1 A Inspt:ctor: Date: 3 ) 7 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: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17 IC) . -2i2 �mro -c >) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: F, re_ `,)0 ft k G i (� , ` Type of Inspection: d f'`a / r_.. 4a1401 4.7 e�". `,") ., / Address: Z c / .5c rj, 411 Suite #: Contact Person: Special Instructions: Phone No.: Vper applicable codes. Corrections required prior to approval. COMMENTS: / Sprinklers: Fire Alarm: / Hood & Duct: Monitor: / Pre -Fire: 1. 412¢,by .5 .� :;VI, ..,,,, E,Ve. / Occupancy Type: C7) 6M1/4 r /21-to, I °i-ca F---4 , ore . ._,L �/,) C. ,a-Se iG 5 Needs Shift Inspection: / Sprinklers: Fire Alarm: / Hood & Duct: Monitor: / Pre -Fire: Permits: / Occupancy Type: Inspector: j .( 3 Date: 44/2 3h4, Hrs.: / A $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 Roof Top Unit PROJECT: Fireworks T.I. LOCATION: Tukwila, WA PROJECT #: hi)q -ois DATE: 4/22/2010 CONTACT: SYSTEM /UNIT: RTU -01 AREA: Roof nit ,Data Unit Manufacturer Trane Unit Model Number YHC102E3RHAO3D000000 Unit Serial Number 101310239L Electrical Test Data RTU -01 1 Supply Fan Motor Volts 1 209 Volts Motor Volts 2 210 Volts Motor Volts 3 208 Volts Motor Amps 1 1.6 Amps Motor Amps 2 1.5 Amps Motor Amps 3 1.8 Amps L D EPA : L nil° Tested By: Jeff Kitt Test Date: April 20, 2010 Motor Data RTU -01 1 Supply Fan L D EPA : L nil° Tested By: Jeff Kitt Test Date: April 20, 2010 Motor Data RTU -01 1 Supply Fan Motor Manufacturer EBM PABST Motor HP 0.75 HP Motor RPM 1700 RPM Motor Frame N/L Motor Rated Volts 200 -240 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 2.7 Amps Motor Service Factor N/L Sheave Data RTU -01 / Supply Fan Drive Type Direct Drive Test Pressures External SP Design 0.50 in. wc External SP In Actual -0.19 in. wc External SP Out Actual 0.36 in. wc Tot. Ext. SP Act. 0.55 in. wc Air Test Data Total CFM Design 3400 CFM Total CFM Actual 3497 CFM Design GRD Total CFM 3400 CFM Actual GRD Total CFM 3497 CFM Outside Air CFM Design 660 CFM Outside Air CFM Actual 622 CFM Return Air CFM Design N/A CFM Return Air CFM Actual N/A CFM OA Damper Pos Actual Adj. % Filter Data RTU -01 / Filter Bank @ 2 20x25 Filter Manufacturer Purolator Filter Type Fiberglass Filter Quantity 5 Filter Size (2) @ 20x30x2 (3) @ Airtest Co Inc Preliminary Test and Balance Report 1 of 2 Co AIRTESr nc NE Roof Top Unit PROJECT: Fireworks T.I. LOCATION: Tukwila, WA PROJECT #: DATE: 4/22/2010 CONTACT: SYSTEM /UNIT: RTU -01 (Cont.) AREA: Roof RTU -01 Supply Outlet Summary Tested By: Jeff Kitt Test Date: April 20, 2010 System/ Unit Area Served Outlet Type Size LxW / D Design Cr i Prelim Reading Final :' Reading,.~, Vo Final Devlatlo Outlet -01 Open Area SWD 14x6 250 476 259 103.60 Outlet -02 Open Area SWD 14x6 250 152 262 104.80 Outlet -03 Open Area SWD 14x6 250 320 255 102.00 Outlet -04 Open Area SWD 14x6 250 445 266 106.40 Outlet -05 Cashier CD 10 RD 295 250 290 98.31 Outlet -06 Cashier CD 10 RD 295 250 300 101.69 Outlet -07 Open Area SWD 14x6 250 460 267 106.80 Outlet -08 Open Area SWD 14x6 250 430 261 104.40 Outlet -09 Open Area SWD 14x6 250 253 256 102.40 Outlet -10 Open Area SWD 14x6 250 223 265 106.00 Outlet -11 Open Area SWD 14x6 250 236 254 101.60 Outlet -12 Storage Room SWD 16x6 280 282 289 103.21 Outlet -13 Storage Room SWD 16x6 280 264 273 97.50 Totals : - 3,400 - 3,497 103 %o * Notes RTU -01 RTU -01 20- Apr -10 Jeff Kitt 36" x 15" OSA inlet at unit was used to measure and set minimum aiflow. 20- Apr -10 Jeff Kitt Motor speed adjusted at potentiometer located in low voltage control compartment. Airtest Co Inc Preliminary Test and Balance Report 2 of 2 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 lel 208 - 575.9700 fax 208 - 5759800 FILE COPY Project: Fireworks Tenant Southcenter Mall Tukwila, WA Date: January 29, 2010 REVIEWED FOR CODE COMPLIANCE A } PROVED FEB 0 y 2010 City of Tukwila BUILDING DIVISION System Loads Carrier HAP Version 4.4 CnylirfaitA FEB 031010 PERiacemER Mechanical Construction, Engineering and Service www.hermansan.com MRotS TUK_Westfletd Shopping Ctr Fireworks v_44 Hermanson Company Space Input Data 01/28/2010 09:50AM Fireworks Retail 1. General Details: Floor Area 2077.0 ft2 Avg. Ceiling Height_.. ____ 12.0 ft Building Weight 70.0 lb/ft2 1.1. OA Ventilation Requirements: Space Usage .... User-Defined OA Requirement 1 . . _ 0.30 CFM/ft2 OA Requirement 2 0.00 CFM/ft2 Space Usage Defaults ASHRAE Std 62.1-2004 2. Internals: 2.1. Overhead Lighting: 2.4. People: Fixture Type Recessed (Unvented) Occupancy ... _ . . 33.00 ft2/person Wattage • 3.00 W/ft2 Activity Level . ..._ .... .. ... . Sedentary Work Ballast Multiplier 1.08 BTU/hr/person Schedule 24/7 People/Light Schedule Latent 270.0 BTU/hr/person Schedule .. 24/7 People/Light Schedule 2.2. Task Lighting: 2.5. Miscellaneous Loads: Wattage . 0.00 W/ft2 Sensible 0 BTU/hr Schedule . None Latent 0 BTU/hr Schedule .. . __ _ _ _ None 2.3. Electrical Equipment: Wattage . 0.50 W/ft2 Schedule 24/7 PeopleILIght Schedule 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. li 2077.0 0 0 4.1. Construction Types for Exposure H Roof Type .. . _ SEA- All other Roofs (elec) 5. Infiltration: Design Cooling . _ 0.00 ACH Design Heating . 0.00 ACH Energy Analysis ._ — ._. . ..._.. 0.00 ACH Infiltration occurs at all hours. 6. Floors: Type Slab Floor On Grade Floor Area 2077.0 ft2 Total Floor U-Value _... .. 0.100 BTU/(hr-ft2-°F) Exposed Perimeter 0.0 ft Edge Insulation R-Value ......_ 0.00 (hr-ft2-°F)/BTU 7. Partitions: (No partition data). Hourly Analysis Program v.4.4 Page 1 of 2 TUK_Westfield Shopping Ctr_Fireworks v_44 Hermanson Company Space Input Data 01/28/2010 09:50AM Fireworks Stockroom 1. General Details: Floor Area .................. 546.0 ft2 Avg. Ceiling Height ___._._.. _ .______._..___. _____ 12.0 ft Building Weight .._--- ......_.._._.._..._.... 70.0 lb/ft2 1.1. OA Ventilation Requirements: Space Usage ......... .... MISCELLANEOUS: Warehouse OA Requirement 1 _.. _.. __ ... __ ... _ ..0.0 CFM /person OA Requirement 2 .... __ _......... .. 0.06 CFM /ft2 Space Usage Defaults ASHRAE Std 62.1 -2004 2. Internals: 2.1. Overhead Lighting: Fixture Type _____ Recessed (Unvented) Ballast Multiplier ... ,.......___... _...._.__ 1.08 Schedule . 24/7 People /Light Schedule 2.2. Task Lighting: Wattage ._ Schedule ..__.__.. ._._ ._ ._... . _ .. ... ._ None W /ft2 0.00 W /ft2 2.3. Electrical Equipment: Schedule .. .. 24/7 People /Light Schedule 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: W /ft2 2.4. People: Occupancy ... Activity Level ._.__ Sensible ... Latent _ _. -- ..... . __......... . Schedule . ... 24/7 2.5. Miscellaneous Loads: Sensible Schedule ....... . . . Latent Schedule Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 546.0 0 0 4.1. Construction Types for Exposure H Roof Type SEA- All other Roofs (elec) 5. Infiltration: Design Cooling . _. _ 0.00 Design Heating ............ ..... ........ ._... _. _ 0.00 Energy Analysis . ......_ .. . _. _ ...... 0.00 Infiltration occurs at all hours. 6. Floors: Floor Area Total Floor U -Value Exposed Perimeter __. _ Edge Insulation R -Value 7. Partitions: (No partition data). _.._ Slab Floor On Grade 0.100 0.0 0.00 ACH ACH ACH ft2 BTU /(hr- ft2- °F) ft (hr -ft2-eF }/BTU 33.00 ft2 /person Sedentary Work 280.0 BTU /hr /person _..270.0 BTU /hr /person People /Light Schedule .. 0 BTU /hr None 0 BTU/hr ...None Hourly Analysis Program v.4.4 Page 2 of 2 RTU-Fireworks-Space656 Input Data Project Name: TUK_Westfield Shopping Ctr_Fireworks v_44 Prepared by: Hermanson Company 01/28/2010 09:50AM 1. General Details: Air System Name RTU-Fireworks-Space656 Equipment Type ________.---_._ .... Packaged Rooftop Units Air System Type . Single Zone CAV Number of zones _ 1 2. System Components: Ventilation Air Data: Airflow Control Ventilation Sizing Method Unocc. Damper Position Damper Leak Rate Outdoor Air CO2 Level . ......... Economizer Data: Control _ . . _ Upper Cutoff ._ _ Lower Cutoff . . Constant Ventilation Airflow .Sum of Space OA Airflows Closed 5% _ . _ 400 ppm _ . Integrated dry-bulb control — 35.0 Central Cooling Data: Supply Air Temperature Coil Bypass Factor Cooling Source Schedule Capacity Control Central Heating Data: Supply Temperature _. Heating Source .... Schedule _ Capacity Control . 55.0 0.100 Air-Cooled DX JFMAMJJASOND Cycled or Staged Compressor - Fan On °F °F °F _....._ _ 95.0 °F . . —Combustion - Natural Gas JFMAMJJASOND Cycled or Staged Compressor - Fan On Supply Fan Data: Fan Type Configuration Fan Performance Overall Efficiency . Duct System Data: Supply Duct Data: Duct Heat Gain . . Duct Leakage Return Duct or Plenum Data: Retum Air Via _ 3. Zone Components: Space Assignments: Forward Curved Draw-thru . 1.75 _ 54 In wg . .3 % . Ducted Return Zone 1: Zone 1 Fireworks Retail x1 Fireworks Stockroom x1 Thermostats and Zone Data: Cooling T-stat: Occ. Cooling T-stat: Unocc. . Heating T-stat: Occ. Heating T-stat: Unocc. . , . _ T-stat Throttling Range Diversity Factor Direct Exhaust Airflow Direct Exhaust Fan kW 75.0 °F 80.0 °F 70.0 °F 60.0 °F _ 1.00 °F % 0.0 CFM 0.0 kW Thermostat Schedule ... ..... ...__ Seattle Office HVAC Sch. Unoccupied Cooling is . Available Supply Terminals Data: Zone . Terminal Type Minimum Airflow All Diffuser _ 0.00 CFM/person Hourly Analysis Program v.4.4 Page 1 of 2 RTU-Fireworks-Space656 Input Data Project Name: TUK_Westfield Shopping Ctr_Fireworks v_44 01/28/2010 Prepared by Hermanson Company 09:50AM Zone Heating Units: Zone . All Zone Heating Unit Type ..... ... ..... ..... ....... ..................... __... None Zone Unit Heat Source Zone Heating Unit Schedule -. . _JFMAMJJASOND Electric Resistance 4. Sizing Data (Computer-Generated): System Sizing Data: Cooling Supply Temperature .. _._ . ..... . . 55.0 °F Supply Fan Airflow . . 2801.4 CFM Ventilation Airflow .. ..___ ...... _. ___ ______ ____ _ _____ ..... _ _....... 655.9 CFM Heating Supply Temperature 95.0 °F Hydronic Sizing Specifications: Chilled Water Delta-T Hot Water Delta-T Safety Factors: Cooling Sensible __ . Cooling Latent Heating 10.0 °F 20.0 °F 5% 0% . .20 % Zone Sizing Data: Zone Airflow Sizing Method ... . Sum of space airflow rates Space Airflow Sizing Method .__ _ . Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) • (CFM) 1 2745.4 • - 5. Equipment Data Central Cooling Unit - Air-Cooled DX Estimated Maximum Load Design OAT . Equipment Sizing Gross Cooling Capacity .... ________ . _ Compressor & OD Fan Power Conventional Cutoff OAT . ..... _ . Low Temperature Operation . . _ 92.3 MBH . 95.0 °F User-Defined . . .1.0 MBH . 1.00 kW 55.0 °F _ . Not used Central Heating Unit - Combustion Estimated Maximum Load . 34.3 MBH Equipment Sizing .. . . _ _ . _ ..... User-Defined Gross Heating Capacity 1.0 MBH Average Efficiency . .... .... 85.0 % Misc. Electric _. . _ . . _ . . . .. 0.000 kW Hourly Analysis Program v.4.4 Page 2 of 2 Air System Sizing Summary for RTU-Fireworks-Space656 Project Name: TUK Westfield Shopping Ctr Fireworks v_44 Prepared by: Hermanson Company 01/28/2010 09:50AM Air System Information Air System Name RTU-Fireworks-Space656 Equipment Class PKG ROOF Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Number of zones _ Floor Area 2623.0 ft2 Location Seattle IAP, Washington Calculation Months .. . _ . . _ Jan to Dec . Calculated Sizing Data __ Central Cooling Coil Sizing Data Total coil load . 7.7 Tons Load occurs at Jun 1500 Total coil load . 92.3 MBH OA DB / WB . 80.4 / 64.6 °F Sensible coil load . . 71.2 MBH Entering DB / WB 77.1 / 63.7 °F Coll CFM at Jun 1500 _... . . . .... . 2801 CFM Leaving DB / WB _ ...._ _ ...53.2 152.0 °F Max block CFM 2801 CFM Coil ADP . 50.5 °F Sum of peak zone CFM .. . . . _ . 2801 CFM Bypass Factor . „ _.. . 0.100 Sensible heat ratio 0.772 Resulting RH 49 °A, ft2f7on 341.1 Design supply temp. . . ....___, .. .. , .. __. 55.0 °F BTU/(hr-ft2) , 35.2 Zone T-stat Check 0 of 1 OK Water flow @ 10.0 °F rise ....... ...... . ___..... N/A Max zone temperature deviation . 0.6 °F Central Heating Coil Sizing Data Max coil load ___ ______ __ 34.3 MBH Coil CFM at Des Htg . • . . 2801 CFM Max coil CFM 2801 CFM Water flow @ 20.0 °F drop .. . N/A Supply Fan Sizing Data Actual max CFM _______ _ _ 2801 CFM Standard CFM 2756 CFM Actual max CFM/ft2 . 1.07 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM . . CFM /ft2 . .656 CFM 0.25 CFM/ft2 Load occurs at Des Htg ._ 13.1 BTU/(hr-ft2) - - / 70.6 °F Ent. DB / Lvg-D-B Fan motor BHP . 1.43 BHP Fan motor kW 1.07 kW Fan static 1.75 In wg CFM/person . 8.25 CFM/person Hourly Analysis Program v.4.4 Page 1 of 1 Zone Sizing Summary for RTU- Fireworks - Space656 Project Name: TUK_Westfield Shopping Ctr_Fireworks v_44 Prepared by Hermanson Company 01/28/2010 09:50AM Air System Information Air System Name . RTU - Fireworks- Space656 Equipment Class _. _.._- _.. __ __.__. PKG ROOF Air System Type _.._ — _ _.___._.__ SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM ........ _ -.. individual peak space loads Zone Sizing Data Number of zones Floor Area - _..._...r— - ._._.__.._._.....- ___......,..._....2623.0 ft2 Location ____.. _ _ _ . -.._._ Seattle IAP, Washington Calculation Months ___.._.__._...._.._ .Jan to Dec Sizing Data __........._ _. - ___ . _ _ _ .._Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft2 Zone 1 58.3 2745 2745 Jun 1800 5.0 2623.0 1.05 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM /ft2 Zone 1 Fireworks Retail 1 48.7 Jun 1800 2292 3.9 2077.0 1.10 Fireworks Stockroom 1 9.6 Jun 1800 453 1.0 546.0 0.83 Hourly Analysis Program v.4.4 Page 1 of 1 Air System Design Load Summary for RTU- Fireworks- Space656 Project Name: TUK_Westfield Shopping Ctr_Fireworks v_44 Prepared by: Hermanson Company 01/28/2010 09:50AM • _ DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1500 ' COOLING °A IM I WB 80.4 °F / 64.6 °F HEATING DATA AT DES HTG HEATING OA DB I HOB 23.0 °F / 19.2 °F ZONE LOADS Details . Sensible (BTU /hr) Latent (BTU /hr) Details Sensible (BTU /hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 2623 ft2 2372 - 2623 ft2 4153 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 2623 ft' 0 - 2623 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 7614 W 25978 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 1312 W 4475 - 0 0 - People 79 22255 21461 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 5% / 0% 2754 0 20% 831 0 » Total Zone Loads - 57835 21461 - 4984 0 Zone Conditioning - 62880 21461 - 4986 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 2801 CFM 0 - 2801 CFM 0 - Ventilation Load 656 CFM 2989 -415 656 CFM 32793 0 Supply Fan Load 2801 CFM 3634 • 2801 CFM -3634 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 1735 - 3% 150 - » Total System Loads - 71238 21046 - 34294 0 Central Cooling Coil - 71238 21051 - 0 0 Central Heating Coil - 0 - - 34294 - » Total Conditioning - 71238 21051 - 34294 0 Key: Positive values are clg loads Negative values are htg Toads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v.4.4 Page 1 of 1 FILE COPY .. ■111.,, STRUCTURAL CALCULATIONS FIREWORKS (REVISION #1) SOUTHCENTER MALL TUKWILA, WA 98188 RFA PROJECT NO.: 10 -025 DATE: January 26, 2010 CODE: IBC 2006 rfa STRUCTURAL ENGINEERS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 9 2010 City of Tukwila BUILDING DIVISION 2013 4th Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com l'. (13—i-1-20 I • crry FEB 0 3 2010 PEWIT ititto-wotC el■ all 4 b 11 • 1d' o' d At ^4' 6,1E4k- E4intit2t:Te e• • tilLa t.'TV•••• 141.11:1 R Rat) 1....0 / .., r., q••1 I I•12 w waW I r 1 r i I d w : L j ' ' , , r . .1 u:,*r • `"'- / . .mo- . T C 2 G M l 1.1 L G k - 6LOGlc5 •J' G •K" NOT fl? nv t— - —T .. w.1...., .& Ir •• ••1 "' • • • 4••••-. TTarM IctV PLAID • L ro .co tl■ in r •:f 'h -•I�o ncuL • .. - r•o P-44 24' -0' 24' -0' 24'-0' 0I/ 6(21;10 0' -1' M 16826 i A 9 A 9 A 16826 ( *) 2' -6 ( :) NEW UNIT: RTU -1 (MAX. WT.: 1,350 lb) A 16826 A 9 NEW C3x4.I (FLAT) AfRT1AL. (ROOF FIR,AM 1NC FL. AN SCALE: 1/4 "= 1' -0" PROJECT: FIREWORKS 5OUTIHCENTER MALL TUKWILA, WA 98188 oz NEW RTU -I "10 HEX -HEAD SCREWS: (BTWN UNIT 4 CURB) ONE 9 EACH CORNER 4 24' oc IN BETWEEN (USE (6) -"10 SCREWS MIN.) il r (t) ' L(E) 16H5 OI /,6( EE PLAN) 10 (E) 16826 (SEE PLAN) "10 HEX -HEAD SCREWS: (BTWN (E) ONE a EACH CORNER 4 24' (USE (10) -'10 SCREWS MIN.) (4) C3x4.1 (11-0' LONG) SIT ON STEEL JOIST W/ 010 SCREW A 12' oc (TYP) an ma ma Am (E) I6H5 (SEE PLAN) DECK 4 CURB) . oc IN BETWEEN SECTION -PERP. TO JOIST SCALE: 1'■ I' -0' PROJECT: FIREWORKS SOUTI- ♦CENTER MALL TUKWILA, WA 98188 Q 0 NEW RTU -I m V HEX -HEAD SCREWS: (BTWN UNIT 4 CURB) �' R 4 ONE A EACH CORNER - U Z 4 24' oc IN BETWEEN r (USE (6) -10 SCREWS MIN.) OPENING < "- 20 GA. 11/2x11/2 BENT Il? 1Ir I' -0' BETWEEN C3x4.I'S 41 OPENING i II (t) W/ .t0 SCREW g 6' oc ii 10 HEX -HEAD SCREWS: (BTWN (E) DECK 4 CURB) II ONE 9 EACH CORNIER AND (4) C3x4.I (E)16I5 _L (USE (10)-10 SCREWS MIN.) (SEE PLAN) (E) I"z'x20GA. ROOF DECK bl/z6/20(0 1 (t) 6' -0' (E)16145 (SEE PLAN) .69-11-?-611 SECTION - PARALLEL TO JOIST SCALE: I'• I' -0' i II II II 1 1 PROJECT: FIREWORKS SOUTHCENTER MALL TUKWILA, WA 98188 /),-/ NEW RTU-1 010 HEX -HEAD SCREWS: (BTWN UNIT 4 CURB) ONE o EACH CORNER 4 24' oc IN BETWEEN (USE (6) -"10 SCREWS MIN.) (E) 1 i2'x20CsA. ROOF DECK ( /'6/aoio (t) 10 HEX -HEAD SCREWS: (BTWN (E) DECK 4 CURB) ONE 6 EACH CORNER AND (4) C3x4.I (USE (10) -10 SCREWS MIN.) IL(E) 16H5 (SEE PLAN) (t) 6' -0' (E) 16145 (SEE PLAN) I I I I I I IL SECTION - PARALLEL TO JOIST SCALE: I'= I' -0' O 1 PROJECT: FIREWORKS SOUTHCENTER MALL TUKWILA, WA 'SSISS Project: Southcenter Mall Tukwila, WA 98188 Conterminous 48 States 2006 International Building Code Latitude = 47.4607 Longitude = - 122.26 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 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.4607 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = FaxSsand SM1 = FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 (SMs, Site Class D) 1.0 0.740 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.4607 Longitude = - 122.26 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D- Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.953 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) Address Map Coordinate (Longitude /Latitude) Finder Page 1 of 1 map coordinates finder for street address, city, state, or zip map multiple addresses map coordinates multl- desnnatlon directions & routing map data In excel Below you can enter In an address to be validatedlgeocoded for latitude and longitude coordinate infonneban. 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Data Coverage Data coverage Includes U.S., Canada, and most of Europe: Austria, Belgium, Dertmanr, England, France, Finland, Germany. United Kingdom (Up, Luxenteourg, Netherlands, Ireland, Norway, Portugal, Scotland, Spabn, Sweden, Switzerland, Wales, and Italy. We expect Yahoo? will oontlnue to expand coverage of their data to the rest of the world soon though, keep cheddag bank! The name of the coordinate system used Istrakt. C2pyrgh1 0 2009 Eheil±atm£ttl d - wish the Batch Ga000de Bbo http: / /www.batchgeocode.cont/lookup/ 12/22/2009 : !Ito Lion 006743'44 golf, gi: a v f r) ) 0 $* 7 0 4 \ ' •0 (). -411' i 0 .-1. i . , , 11 'P- . . 111001M111111111111111111.1 , 1 " r) •.. / -11140111111111111111111111101111 11111AMEEZETEMMIlial -,- -, EMIR 0-1MIELIMerierlial 111111111Mainallg3 SIMI 11311113mWEIMIIIIIIiIIII IlillailiNENZENNIIIIIIMII IINIIMMINIIIIMM••IIIMI 1 --ammormisompai tilinntlielirn 1111. 1111111111111111111011111111in 110111111111111M1111111010511 I1141111111111111•1111111m1M1111 NEMNIESERIESMil WISE MIIIININIRMI AliVIMPZ NellillIMIIIIIIIIIIImiti MIMI SMIVIIIIIIIIIiiiii-11111111 •E3.11141111 111111111111111110111111111111Mill Mii1111111111/111111.1.11111111111111 11111111111111111111111111 33M31333313113 11111111111111111111111110011 1 0 , 0 3 Lennox Industries Inc. - Product Submittal System ID: GAS/ELECTRIC Package Mode1:KGA102S4B D escription: PKGGE /8.5T/ 180KB/230 -3 HEATING PERFORMANCE Heat Source H/E LowInput H/E LowOutput H/E HighInput H/E HighOutput System HeatOutput Natural Gas 117000 (Btuh) 93500 (Btuh) 180000 (Btuh) 144000 (Btuh) 144000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff 0.75 (in.) 39.2 ( °F) 80 COOLING PERFORMANCE Refrigerant ARI EER ARI IF,ER ARI Total Power ARI GrossTotalCool ARI NetTotalCool Coil GrossTotalCool Coil NetTotalCool Coil GrossSensCool Coil NetSensCool R -410A 11.0 11.2 8800 (W) 100483 (Btuh) 97000 (Btuh) 100500 (Btuh) 96926 (Btuh) 73365 (Btuh) 69791 (Btuh) Number Compressors Condensate Drain Size Cooling OutdoorDB Cooling CondenserDB Cooling MixedDB Cooling MixedWB Coil DischargeDB Coil DischargeWB Unit DischargeDB Unit DischargeWB Coil MoistureRemoval System MoistRemoval 2 1.00 (in.) 95.0 ( °F) 95.0 ( °F) 80.0 ( °F) 67.0 ( °F) 58.8 ( °F) 57.2 ( °F) 59.8 ( °F) 57.6 ( °F) 25.6 ( lb/hr) 25.6 (lb/hr) FAN PERFORMANCE Supply Fan Total Air Flow Supply AirFlow ExtStaticPress Supply SupplyFan Req'dPower SupplyFan NomPower Supply Fan Type Supply Fan Type SupplyDriveReq'd RPM SupplyDrive Min RPM SupplyDrive Max RPM 3400 (cfm) 3400 (cfm) 0.50 (in.WC) 1.17 (hp) 2.00 (hp) CAV Belt Drive CAV Belt Drive 781 (rpm) 590 (rpm) 890 (rpm) TotalStaticPress Wet Coil Static Press Gas H/E Static Press Economizer Static Press Air Filter Qty Air Filter Width Air Filter Length Air Filter Thickness 0.94 (in.WC) 0.14 (in.WC) 0.16 (in.WC) 0.15 (in.WC) 4 25.0 (in.) 20.0 (in.) 2.0 (in.) ELECTRICAL Voltage Frequency System MCA System MOCP Compressors RLA System FLA DIMENSIONS 208V 3Ph 60 (Hz) 45.0 (amp) 50 (amp) 29.0 (amp) 41.3 (amp) SupplyFan FLA CondensingUnit FLA CondenserFan Power Unit Oper Range 7.5 (amp) 4.8 (amp) 670 (W) +/- 10% Nominal Voltage Cabinet Width Cabinet Length Cabinet Height Total Weight 60.1 (in.) 101.3 (in.) 46.9 (in.) 1182 (lb) Downf low Supply Length Downflow Supply Width Downflow Return Length Downflow Return Width 20.0 (in.) 28.0 (in.) 24.0 (in.) 27.0 (in.) Project #:3000123180 Project Name:Southcenter Fireworks Store Quote #:4000145454 Quote Desc:Southcenter Fireworks Store Page: 9 of 15 Last Changed: DAN A. GIVENS Prepared On:01/21/2010 Phone :206 - 575 -9700 <r- Lennox Industries Inc. - Product Submittal System ID:GAS/ELECTRIC Package Model:KGA10254B Description:PKGGE /8.5T/ 180KB/230 -3 DIMENSIONS - INCHES (MM) CORNER WEIGHTS Model No. \1092 102 CENTER OF GRAVITY AA BB CC DD EE FF Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg In. mm in. mm in. mm in. 248 113 292 133 223 101 255 116 243 110 273 124 276 125 320 145 47 1181 46 1156 24.5 622 25.5 253 115 297 135 228 103 260 118 248 112 278 126 282 128 326 148 47 1181 46 1156 24.5 622 25.5 120 263 119 308 140 237 107 269 122 258 117 288 130 293 133 337 153 47 1181 46 1156 24.5 622 25.5 150 286 130 331 150 257 117 289 131 280 127 309 140 318 144 362 164 47 1181 46 1156 24.5 622 25.5 mm 648 648 648 648 Base Unit - The unit with NO OPTIONS Max. Unit -The unit with ALL OPTIONS Installed. (Economizer. etc.) 58.1/8 (1476) 00 O C:=1 001 60.118 (1527) END VIEW 46-7/8 (1191) 43-3/8 (1102) i j T 3.1/2 (89) AA (156) (� 3) BOTTOM SUPPLY /AIR OPENING 60.1/8 (1527) BASE BOTTOM POWER ENTRY - 5.1/2 (140) Di.. 24 (610) 27 (686) 10.3/4 (273) 28 0 (711) (508) BOTTOM RETURN AIR OPENING EE -+{ CENTER OF `f, I'/ GRAVITY * 178 `• t 6.58 7 -f—� l ) • k (168) DD�. 4- 7(178) (CONDENSATE (888) (25) 101-1/4 (2572) TOP VIEW 1- 99.1/4 OPTIONAL DISCONNECT (2521) (FACTORY INSTALLED) ( ia\ ra.'; tat BASE BB CC / U CONDENSATE DRAIN FRONT) 1 ®TT UP INSLET PLY / GAS OUTLET FLUE (11'. • • • • 5-3,8 (137) 8.1/2 (470) O '..ii O,0 ELECTRIC FORKLIFT SLOTS INLETS 34.7!8 (80711 SIDES) LIFTING HOLES (888) 39.7/8 (FOR RIGGING) 15-1/2 (394) (1013) 101.114 (2572) SIDE VIEW HORIZONTAL SUPPLY AIR OPENING 15 -V2 (394) r7 HORIZONTAL RETURN I RETUR AIR OPENING /8 1) 1 -5/8 (41) 30 (762) 6-1 /8 (156) —31.1!2 (8001 CONDENSATE DRAIN (BACK) 5-318 (137) 68-3/8 (1888) Project #:3000123180 Project Name:Southcenter Fireworks Store Quote #:4000145454 Page: 11 of 15 Quote Desc:Southcenter Fireworks Store 30 (762) SIDE VIEW (Horizontal Openings) 12-1/8 (308) Last Changed:DAN A. GIVENS Prepared On:01/21/2010 Phone :206- 575 -9700 5 Lennox Industries Inc. - Product Submittal System ID:GAS/ELECTRIC Package Model:KGA102S4B Description: PKGGE /8.5T/ 180KB/230 -3 STANDARD ROOF CURBS - DOUBLE DUCT OPENING air AAAA, 8 (203) 14 (356) 24(610) NOTE - Roof deck may be omitted within confines of curb. TYPICAL FLASHING DETAIL FOR ROOF CURB BASE BOTTOM FIBERGLASS INSULATION (Furnished) NAILER STRIP (Furnished) ROOF CURB (Extends around enure perimeter of unit) RIGID INSULATION (Flekl Supplied) PACKAGED UNIT COUNTER FLASHING (Field Supplied) CANT STRIP / (Field Supplied) ROOFING / MATERIAL AV Project #:3000123180 Project Name:Southcenter Fireworks Store Quote #:4000145454 Quote Desc:Southcenter Fireworks Store Page: 13 of 15 DETAIL ROOF CURB 8(203) 14 (356) 24 (610) •{1 -13/16 (45) 1 FACTORY INSTALLED PERIMETER WOOD NAILER STRIP ✓\°���I�v vl /V IcAeU,tt Cutz13 uN'T P* — 1182- z 16e/ —I. 2(51)1.6 -z 4.27co Last Changed:DAN A. GIVENS Prepared On:01/21/2010 Phone :206- 575 -9700 LRev: 580002 Steel Beam Design 1 Description General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : C3X4.1 Center Span Left Cant. Right Cant Lu : Unbraced Length 6.00 ft 0.00 ft 0.00 ft 6.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Minor Axis Bending ! Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Point Loads Dead Load Live Load Short Term Location 11 Summary 1.000 1 #2 Note! Short Term Loads Are WIND Loads. #3 #4 #5 #6 NT LoAU (� AA #7 k k k ft Using: C3X4.1 section, Span = 6.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 6.00ft, LDF = 1.000 Actual Allowable Moment 0.293 k -ft 0.388 k -ft fb : Bending Stress 17.947 ksi 23.760 ksi fb / Fb 0.755: 1 Shear fv : Shear Stress fv / Fv 0.296 k 0.384 ksi 0.027 : 1 11.086 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.256 in 281.4 : 1 281.4:1 [Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only a Center a Center an. Cants a Cants Max. M + 0.29 k -ft 0.29 Max. M - Max. M © Left Max. M © Right Shear © Left 0.30 k 0.30 Shear © Right 0.07 k 0.07 Center Defl. -0.256 in -0.256 0.000 -0.256 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in k -ft k -ft k -ft k -ft k k Reaction @ Left 0.30 0.30 0.30 k Reaction @ Rt 0.07 0.07 0.07 k Fa calc'd per Eq. E2 -2, K'Llr > Cc I Beam, Minor Axis, Passes Table B5.1, Fb = 0.75 Fy per Eq. F2 -1 0.4 k 11111111 -1 l l 1 l 1 l l l l 1 l 1;111 TFftTfflTh1 11110.25 k,ff crz-- '2141.15 MritEMZIED RI = 3.140 k Vmax @ left = 3.14 k 24.00 ft Mmax = 19.11 k t at 12.1 ft from left Dmax = - 0.0686 in at 1 0 ft from left 1 �{ -�- \fir- �i6 �� � (140 Vmax @rt= 3.476k 4x s M a 3&-4% < 3J';{ k...,,+1 en, ic -IL a)Li, 11943c 610-a .[01/ <s-I./ 1.1,zti. 7/4rtier 16 6���z, `7-115v4,µ- JcTeoI 15Y-I(ATI\6r 16H 12-Tu-1-, 0.37 k X111 11�ilZ 1;i,11ffil flllllll;llll0.25klft )(& RI = 3.381 k Vmax @ left = 3.381 k Mmax = 19.60 k -ft at 11.68 ft from left Dmax = - 0.0704 in at 11.92 ft from left ?.2e43'.÷ ‘3OPt (126) Rr= 3.180k Vmax @rt = 3.180k Iv l`f&DDI*)(64--j- act.41;( 6-)4eaD 'Gt) .616z- Ci4k n_144}1;( i�jier 1 az c71--_ .�ds I ikeri37-rput WrT*uT 1402c*b_or 9 f1 >A 4t$$.9l�farr�ttflgiires in the following table give the TOTAL safe "I yOziity-distributed load- carrying capacities. In pounds per r ,., Jti tyot;�`4f 'H Series Steel Joists. The weight of DEAD M YR.' ids;girt�,l0dlrig:.the. joists;' must be deducted to determine the 3 .iVE:Ioa "d carrying'capacities of the joists. The Toad table may Otfsed Jor;paraliel chord joists installed to a maximum slope .IInoh:.per:.foot. RD LOAD TABLE B :STEEL' JOISTS, ti SERIES Based on Alloweble'Stress of 30,000 PSItt !ithe•Steel Joist Institute and American Institute of Steel Construction, Inc., October 1, 1974. Load Table, Copyright Steel Joist Institute. Reprinted by permission. 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 Toad capacity of the joists be exceeded." Qr -,,Ir g r nes shown -tn blue in this load table are the LIVE loads tte• rii.linyar4obt of joist which will produce an approximate de- rr,, f =1 . . �tj'ori;td1380 of the span. LIVE loads which will produce 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. - r. . ,e, bt 1 safe ,loads In pounds per linear foot of H Series Steel Joists - for joist depths 8" to 16" %, ft`418181Fyptl . '8t1A 10143 10H4 12113 12H4 12115 12148 14113 14114 14145 14146 14147 18114 16145 16146 16117 16146 0YERAL11.06111 8 10 10 12 12 12 12 14 14 14 14 14 16 18 18 18 16 NtISTeIs,N0 " .91 .116 148 140 180 222 260 165 212 259 307 369 221 289 344 413 478 s: 1' IA1t:EN11.y,1RFa.C• 2400 2500 2800 2800 3200 3600 3900 3200 3500 3800 4200 4600 3800 4300 •r 4900 5200 ' MdMSUO.INERTIA '41Incti4761 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 79.3 112.6 129.5 -, 1,0 0X.:W 416HT. „{illf .tft.) 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 10.3 11.4 ' VAN i+f-1 ,1' 8 9 :10 600 533 480 460 500 560 11 12 13 • 14 15 - 436 345 400 35 209 310 167 270 136 .455 417 385 337 357 270 333 219 509 467 431 417 400 334 373 271 467 431 400 393 373 320 533 492 457 427 418 600 554 514 480 650 600 557 520 457 427 500 467 543 507 600 560 657 613 16 17 18 19 20 232 112 302 181 288 151 239 127 214 108 193 92 350 223 329 186 350 264 400 345 376 287 356 24 450 404 424 337 400 284 379 241 360 207 488 480 459 400 433 337 411 286 390 246 400 366 376 .5 438 412 398 389 336 368 285 350 245 475 447 422 393 400 334 380 287 525 494 467 442 399 420 342 575 541 511 484 470 460 403 475 447 422 413 400 351 538 506 478 453 432 430 370, 575 541 511 484 460 437 613 576 544 516 490 650 612 578 547 520 323 220 288 185 259 157 233 135 157 273 133 247 114 •' 257 305 218 275 187 332 206 300 177 388 301 21 22 23 24 25 212 117 193 101 176 89 162 78 272 152 248 133 227 116 208 102 336 179 308 155 280 136 257 120 371 212 355 1: 249 162 227 141 320 212 292 184 267 161 245 142 226 125 362 248 345 15 400 295 382 257 Vm-t CmercvmN 334 280 304 226 279 198 256 174 236 154 410 320 391 ?:i • it21111 fdtL! •s 438 377 418 32 t0 287 383 _53 45 395 426 346 408 304 269 473 454 452 398 433 350 310 32: 162 301 142 208 123 191 108 176 189 300 166 248 147 365 225 350 198 175 26 27 28 29 30 163 85 151 76 140 68 209 111 194 99 180 89 255 131 237 117 220 104 303 156 281 139 261 125 354 18 218 137 285 169 264 151 246 135 229 121 214 110 339 199 315 177 293 159 273 143 255 129 377 239 363 214 350 9 �2 400 275 385 246. 371 220 337 164 314 147 202 122 188 110 175 99 164 89 t tt Approxima e Weights per Linear Foot of steel foists only. Accessories and nailer st ip not Included. F Or an app oxl matelots// oadcarryingcapacityatamexlmumellowableten sitestre98ot22 .000 ppsi , the 30. total load carrying capacity shown in the load table should be multiplied by the ratio 22r Section 5.9 of tno "Standard Specifications for Open Web Steel Joists. H Series" pmmts the design UVE load deflection as follow8 FLOORS, 1 /360 span. ROOFS, 1:360 span where a plaster ceiling Is attached or suspended. 1/240 of span for all other cases. 172 306 156 359 198 347 179 � • 31 t; .; ; ' ' 32 xt ' r • 's' •• 153 81 144 74 200 99 188 90 239 117 224 107 287 141 269 128 332 162 311 148 $'ABOVE THE COLORED LINES ARE GOVERNED BY SHEAR. 11 Rev: 580002 Steel Beam Design 1 Description EXISTING BEAM CHECK [General Information Steel Section : B16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Dead Load Live Load Short Term Location 23.50 ft 0.00 ft 0.00 ft 0.0 e ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus #1 #2 2. 00 2.600 3.450.. 3.600 5.500 \ 11.500, Summary Using: B16X26 section, Span = 2: End Fixity = Pinned - Pinned, Lu =i Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv Force & Stress Summary 17.500 .50ft, Fy = 36.0ksi 0.00ft, LDF = 1.000 Actual 74.970 k -ft 23.615 ksi 0.994 : 1 9.848 k 2.517 ksi 0.175 : 1 �u 6 #4 Allowable 75.430 k -ft 23.760 ksi 56.340 k 14.400 ksi Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt • 36.00 ksi 1.00 29,000.0 ksi Note! Short Term Loads Are WIND Loads. #5 sir #6 ja. #7 7 -i- i* 2 ft I/� Beam OK Static Loallase (3bverns Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.824 in 756.9 : 1 342.1: 1 « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only Ca. Center a Center 41 Cants a Cants 74.97 k -ft 33.63 74.97 9.78 k 9.85 k -0.824 in 0.000 in 0.000 in 0.000 ft 4.38 4.60 -0.373 0.000 0.000 0.000 9.78 4.38 9.85 4.60 Fa calc'd per Eq. E2 -1, K *Llr < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy 9.78 9.85 -0.824 0.000 0.000 0.000 9.78 9.85 -0.824 0.000 0.000 0.000 9.78 9.85 0.000 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k L _ '0. @ 0 OD 00 orneeee Ames 01...1, A • ^Ce • LOW •■• m.o•••••••■•••••■ gag •■•••,••••• • -; =..413,ZT • • SINI114{•• •••■•••• Or 4.0.06. ....Kart.... WO 0014r"MA•CHD OUR= effraICR CCONEFI,Dt •osa. •••• pa. WY. re. OM DETAIL D PORC ELM N ENAMEL FASCIA ce.s. ..16 ••■•• v• 1.4.••••• say••••..n. 11••• ...pa. maw. mink. on taraux• 'A: Ertli 1.rne ••• ...sm.,. . = .0•11p • It AA. LrrrerZOA CORWEA 0 FAS:LA....L...2XF' -61 ar..s• ••■ 1"-co 0•41,-. IM11.1sHo ffSlia .6. ' ' • elogli: • ..-■••••••••••••••■••■...rs... • glia" , • r7:••••• •••• maa."16',• yaw. • • :.74rceV4 i 1 wesT HALF -Nr (am O.TAIL • • • ••••r• • •if•••■• • •••■••• 6rL.. 0a. ..' MO.... CAW •••• •■■• • • • Weer. we, • twor....ese fl_ ••■•■•••.e. MO. CP••1'. C•14.1 • M.C. ft..? •••....1.A.r...T..01.•• WOO,. • gawp., To er.. ••••■•••••„ • • 01•011.. elvIa• 8 sta. Oa& POW A..* AMMO . • VINI,Gre.. MU- wow* • ...pr..... pt•-•-•••0463,1 inav ran a.O. Si • •■•• 110.• ••, MIA •••• • ROOF PLAN N - WEST 7oIr•A SOUTHCENTER A' JIU . 4 g ogus,uo *IC! TECI1 - rumens. ton. I.E112:).4 7.,••• , • • ., Lateral Analysis: Lennox KGA102S4B Unit Weight: 1182 Ib. Seismic Design: Fp = {(0.4 ap Sps )x(1 + 2z/h)xWp } /(Rp /Ip) Fpm = 1.6 Sps Ip Wp = 1.52 Wp FPMIN = 0.3 Sps Ip Wp = 0.29 Wp From: ap = 1.0 Sps = 0.953 RD= 1.5 Ip= 1.00 W0= 1200.0 Ib. Mean Roof Height (h): 55.0 ft. Comp. Attachment Height (z): 55.0 ft. ,45K, ui1- = 0.76 Wp 915 Ib. Ground Motion: SMS = Fa *Ss = 1.429 Sips = (2/3) *SMS = 0.953 Mech Unit: W = 60.125 in. D = 101.250 in. (D >W) H = 46.875 in. Weight = 1200.00 Ib.( Unit Weight + Misc) 0.7 Fp = 640 Ib. Check Overturning : T1 = C1 = Fp * (H /2) / W = 250 Ib. - - -> Uplift T2 = C2 = Fp * (H /2) / D = 148 Ib. - - -> No Uplift Res = (0.6- 0.2Sps)x(Wp /2) = 246 Ib. (IBC'2006' EQ16 -15) Wind Design: Exposure 'C', 85 mph, 55ft (Max. Height) qz = 0.00256(Kz) (Kzt) Oct) (V2) (IW) = 18.48 psf Kz = 1.11 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 Kzt = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 V = 85.00 : Basic Wind Speed IW = 1.00 : Importance factor F = (qz) (G) (CO (At) = 20.42 (Af) qz = 18.48 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 Cf = 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 Erma' = (Wind Load)x(D)x(H) = 673 Ib. Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ D = T2 = C2 = [Wind Load *D *H *(H /2)/ W = Res = 0.6x(Unit Weight /2) = (IBC'2006' EQ16 -14: Basic Load Combination) 93 lb. - - -> No Uplift 262 Ib. - - -> No Uplift 360 Ib. 15 Lateral Analysis: Lennox KGA102S4B Unit Weight: 1182 Ib. Seismic Design: F, = {(0.4 ap Sos )x(1 + 2z/h)xWp } /(Rp /Ip) = 0.76 W, = 1029 Ib. FpMAx = 1.6 Sos Ip Wp = 1.52 Wp FpMIN = 0.3 Sos Ip W, = 0.29 W, From: ap = 1.0 Sos = 0.953 Rp = 1.5 Ip= 1.0 W,= 1350.0 Ib. Mean Roof Height (h): 55.0 ft. Comp. Attachment Height (z): 55.0 ft. Ground Motion: SMS = Fa *Ss = 1.429 Sps = (2/3) *SMS = 0.953 Mech Unit: W = 60.125 in. D = 101.250 in. (D >W) H = 46.875 in. Plus 14" High Curb Weight = 1350.00 Ib.( Unit Weight + Misc) 0.7 Fp = 720 Ib. Check Overturning : T1 = C1 = Fp * (H +14)/2 / 53.250" = T2 = C2 = Fp * (H +14)/2 / 94.375" = Res = (0.6- 0.2SDs)x(Wp /2) = (IBC'2006' EQ16 -15) Wind Design: Exposure 'C', 85 mph, 55 ft (Max. Height) qz = 0.00256(KZ) (c) (Kd) (V2) (IN,) = 18.48 psf KZ = 1.11 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K :t = 1.00 : Topographic Factor: per DPD Map Kd = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 V = 85.00 : Basic Wind Speed IW = 1.00 : Importance factor F = (qz) (G) (Cf) (Af) = 20.42 (Af) qZ = 18.48 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 Cf = 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FTotai = (Wind Load)x(D)x(H +14) = 874 Ib. Check Overturning : 412 Ib. 232 Ib. 276 Ib. > Uplift > No Uplift T*N I•6" T1 = C1 = [Wind Load *W *(H +14)2 * /2]/ 94.375" = T2 = C2 = [Wind Load *D *(H +14)2 * /2]/ 53.250" = Res = 0.6x(Unit Weight /2) = (IBC'2006' EQ16 -14: Basic Load Combination) 167 Ib. 500 Ib. 405 Ib. > No Uplift > Uplift AiSi SPE.,IF-ICATION PROVISIONS for SCREW CONNECTIONS ;v07:al iCity SCREW PROPERTIES GAUGE METAL THIC.KNFSS Number Nominal Gauge 1 hick nes3 1 a• screw Ol.s. •ete' d, = the larger of the screw head or washer diameter but not larger than 1/2(5/16"v'.) FS = factor of safety _ 3 0 allowable shear force per screw P = notrinai shear strena:f- per screw P.,= allowable tension force per screw f; _ r.c.:.l • 71' .. ,•� s!rt;i..ai. • • p"11 out force l e.l <_.cre. P . = putl•over force per screw = thickness of member in contact V`.'.th the screw head t. - th: :.kress cf n ernbe 'Jot 'n contact rne screw head - toisi:e strength, ref member in contact ` of the screw head F .. tens le strength of r'er.:ber• not in zt� t I«• t t'C.i E6 3 Shear 4; . - P !3 tir t 1 P.„ 1 4 ,t, • 09t•dF • 0 0 :. d F .. De signalror. Dia : 0. in. (In ) # 2 0 0860 25 ga. 0 0188 # 3 0.0990 22 ga 0 0283 # 4 0 1120 20 ga. 0 0346 #.5 0 1250 18 ga 0.0451 # F 0 1380 16 ga 0 0566 # 7 01510 14 ga 00713 8 0 164c 12 :la 0 1017 # 10 r; ?goo F , =45ks, # 12 0 2160 114 in 0 2500 NOTE - 1 ) Screw sizes sn a! er tear # 2 or larger than 1)4" are not to be used 2 + The tested shear capacity of the screw shall not be less than 1 25 P,.S = 3.75 Pis The tested tension capacity of the screw stall not the ;e zthan 1 25 P,.= 375P;,t For Lit, >. =2 5 P shall be taken as the smaller of Res =09 t•dF.. Pas= 09LdF -:: For 1 0. t <`t- <2 5 Pas shall be determined by the linear interpolation between the above two cases ALLOWABLE LOADS lbs. Fr. ' Tension P, ... P ...•.,?r' as t'b? sma "er or p• out ---- 0283t.aF: Pull - over Pg =0.5t,d.F GAUGE SHEAR PULL-OUT SHEAR PULLOUT SHEAR PULLOUT SHEAR PULLOUT 25 75 52 71 48 66 39 60 33 Y2 139 78 131 69 121 69 111 60 20 188 95 177 164 72 161 61 18 280 124 i 3 09 244 94 224 79 16 394 156 370 137 344 118 315 100 14 557 196 523 12 990 260 783 Min. Edge Diet. and 11116 in. etc Spacing_ SCREWS TO HAVE 5116'• MINIMUM E D DIAMETER. 474 149 398 213 125 t o s GLPfeet) 15 rfa STRUCTURAL ENGINEERS SUBJECT PROJECT CLIENT DS DESIGN RFA NO. DATE SHEET NO. Don Shin From: Carol Sherman [csherman @hermanson.com] Sent: Friday, January 22, 2010 10:53 AM To: Don Shin Cc: Paul Gardner Subject: FW: Fireworks Tenant @ Westfield Town Center - Structural Package Attachments: SouthCtr- S- 15.PDF; SouthCtr- A- 2.PDF; SouthCtr- A- 4.PDF; SouthCtr- S- 2.PDF; 012210 - Fireworks Layout.pdf; LennoxGasPack- RTU -1.pdf Importance: High Error message while sending all — here are the PDFs From: Carol Sherman Sent: Friday, January 22, 2010 10:48 AM To: DON SHIN (dshin @rfaengineers.com) Cc: Paul Gardner Subject: Fireworks Tenant @ Westfield Town Center - Structural Package Importance: High Don, For this job at the Southcenter Mall — the architect unfortunately misled us to the incorrect tenant space. We are one space over to the right — space 656 (the old Carlton Cards) . (see SCR1- 656 - Fireworks.dwg) I've attached the as- builts Architectural and Structurals from the original Mall Drawings. I. think these are the pages /details that will be needed. These are the same ones we sent last time. The Fireworks Tenant space is between 20 and the 21.5 lines, and 0 and S lines. See Sketch of where we'd like to set the unit and proceed with structural calcs based on that location, unless you find that it's not a good place. (see 01 2210- .Fireworks Layout.pdf) The new unit's submittal is attached too. (see LennoxGasPack- RTU-1 .pdf) I've also included the TI Cad file, if you should need that. (See 0918- fwsc- Plan.dwg) Please call Paul or myself with any questions. Please let me know how soon you think you could turn these calcs back to us. We will need 3 stamped/signed hard copies sent to us for permit. Thank you, Carol I� PERMIT COORD COPYr PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -015 DATE: 02 -03 -10 PROJECT NAME: FIREWORKS SITE ADDRESS: 261 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Befildin 'vision Public Works Ai' ewe -t-tO I Fire Prevention ❑ Structural Planning Division FlPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02-04-10 Not Applicable u Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-04-10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Untitled Page 1 Si 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company HERMANSON COMPANY LLP 2065759700 1221 2ND AVE N KENT WA 980322945 KING Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602004844 ACTIVE HERMACLOO5BJ CONSTRUCTION CONTRACTOR 1/11/2000 8/25/2010 GENERAL UNUSED Other Associated Licenses Page 1 of 2 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HERMAC *016RN HERMANSON CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 1/11/2000 8/21 /2002 ARCHIVED HERMAC *217NT HERMANSON CORPORATION CONSTRUCTION CONTRACTOR AIR HEAT,VENTILATION,EVAPORATMETAL SHEET 8/30/1979 8/21/2000 ARCHIVED Business Owner Information Name Role Effective Date Expiration Date HERMANSON, RICHARD L PARTNER /MEMBER 01 /01/1980 Bond Amount ALMON, KEVIN PARTNER /MEMBER 01/01/1980 929381801 MACDONALD, JAMES PARTNER /MEMBER 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 WESTERN SURETY CO 929381801 01/01/2006 Until Cancelled $12,000.0012/01 /2005 3 TRAVELERS CAS Et SURETY CO 0815103514123BCM07/22/2001 Until Cancelled 01/01/2006 $12,000.0008/21 /2001 2 TRAVELERS CAS Et SURETY 081S103514123BCM 01/01/200107/22 /2001 $6,000.00 12/18/2000 1 UNITED PACIFIC INS CO B2975140 01/01/2000 Until Cancelled 01/01/2001 $6,000.00 https: // fortress .wa.gov /lni/bbip/Detail.aspx 02/10/2010 A AC ACH ACT AD ADD'L AFF AFG AHU ALUM AMP /AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW DB DBA DDC DEFL DEG DG DIA DMPR DN DT DWG EXH EA EAT EC EER EF EFF EL ELEC /ELECT EP EMCS ENT EQUIP ESP EWT EXIST F FAC FD FDC FF FIC FIO FLA FLEX FLR FOB FOIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GEN GPM GR GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAL TILE CEILING ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER /CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT /CONNECTED /CONNECTION CONTINUOUS/CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER C UBIC / CONDENSER UNIT DOMESTIC COLD WATER /CONDENSER WATER DUCTBOARD /DRY -BULB DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/ DEGREES MODULAR DIFFUSER (GWB CEILING) DIAMETER DAMPER DOWN MODULAR DIFFUSER ( "T -BAR" CEILING) DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE /END CAP /ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL /ELECTRIC END PLUG ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION . FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE /SMOKE DAMPER FOOT /FEET FUTURE FACE VELOCITY GRILLE GAUGE /GALLON GALVANIZED GENERAL CONTRACTOR GENERAL GALLONS PER MINUTE GRILLE GRILLE /REGISTER /DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HZ HERTZ BC INTERNATIONAL BUILDING CODE CW INDUSTRIAL COLD WATER D INSIDE DIAMETER /DIMENSION E INVERT ELEVATION MC INTERNATIONAL MECHANICAL CODE N INCHES N WG INCHES WATER GAUGE PLV INTEGRATED PART LOAD VALUE KW KILOWATTS LAT LEAVING AIR TEMPERATURE LB /LBS POUND /POUNDS LD /LIN DIFF LINEAR DIFFUSER LF /LIN FT LINEAL FOOT /FEET LPG LVG LWA LWG LWR LWT MAX MAU MBH MCA MD MFR MISC MIN MT MTD MUW N/A NC NG /NGAS NIC NO NPW N -R OA /OSA OB OBD OD P PCF PD. ----- PH POC PRESS PSI PSIG QTY R RA RD /RND REF REG REQ RESID RF RG RL RPM RS S SA SAT SD S/D SEER SENS SG SL SM SPEC SO SOG SP SQFT SR SS STRUC T TA TEMP TBD TG TOC TOD TOS TOT TSP TSTAT TIP UH UNO V VIAQC VD VEL VERT VFD VOL W WB WG W/ W/0 W /SF WSEC LIQUID PROPANE GAS LEAVING SOUND POWER LOW WALL GRILLE LOW WALL REGISTER LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM /MINUTE MOUNT MOUNTED MAKE -UP WATER NOT APPLICABLE NORMALLY CLOSED /NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN /NUMBER NON- POTABLE WATER NON- RESIDENTIAL OUTSIDE AIR OPPOSED BLADE OPPOSED BLADE DAMPER OUTSIDE DIAMETER /DIMENSION PUMP POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANITY RETURN GRILLE /RELOCATED /RETURN RETURN AIR ROUND REFERENCE REGISTER REQUIRED RESIDENTIAL RELIEF RETURN GRILLE REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION SMOKE DETECTOR SLIP & DRIVE CONNECTION SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SUPPLY GRILLE SOUND LINED SPIRALMATE /SHEETMETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET SIDE WALL REGISTER STAINLESS STEEL STRUCTURAL TRANSFER TRANSFER AIR TEMPERATURE /TEMPORARY TO BE DETERMINED TRANSFER GRILLE TOP OF CONCRETE /CURB TOP OF DUCT TOP OF STEEL /TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VENT. AND INDOOR AIR QUALITY CODE VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WALL /WALLS, WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE 2 MECHANICAL LEGEND 10X0 10X10 10X10 10X10® 10X10 t 10X10 100 ROUND DUCT - TURNING DOWN OR AWAY 100 0 RECTANGULAR SUPPLY AIR DUCT - TURNING UP OR TOWARD RECTANGULAR SUPPLY AIR DUCT - TURNING DOWN OR AWAY RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING UP OR TOWARD RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING DOWN OR AWAY ROUND DUCT - TURNING UP OR TOWARD S 100 FLATOVAL DUCT - TURNING UP OR TOWARD FLATOVAL DUCT - TURNING DOWN OR AWAY DUCT OVERLAP 100 100 1001 21 I=1:21 a ■© 1 IByDI 111111111 BOOT TAP 45° TAP VOLUME DAMPER CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES /SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW DIRECTION FORCED AIR) AIR FLOW DIRECTION DRAWN AIR) MOTOR OPERATED DAMPER FLEX CONNECTION SMOKE DAMPER E:111 FIRE DAMPER �16X16SL� 6X 16D6 s 11 XX0 ? ?XX ? ?0 XX° CD1 -100 80, iMnSD SP k COMBINATION FIRE & SMOKE DAMPER SOUND TRAP ACCESS DOORS ACOUSTICALLY LINED DUCT (SOUND LINED) DUCT BOARD FABRIC DUCT VAV BOX CEILING SUPPLY AIR DIFFUSER (SHOWN WITH REDIRECTED AIR CORE) CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE ROUND DUCT SYMBOL FLATOVAL DUCT SYMBOL DEGREES SYMBOL POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE THERMOSTAT /TEMPERATURE SENSOR HUMIDITY SENSOR SMOKE DETECTOR STATIC PRESSURE SENSOR EXISTING DUCTWORK DEMO DUCTWORK WALL 0 2 CHWS CHWR RL - RS -5 t NG -, LPG --S ' CDWS --5 Z--- CDWR -s 2-- HWS -5 2 HWR -5 2- COND -5 t 2 - MOUNTED GRILLE PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN PLUG OR CAP GAS PRESSURE REDUCING ASSEMBLY SOLENOID VALVE PUMP CHILLED WATER SUPPLY CHILLED WATER RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION NATURAL GAS LIQUID PROPANE GAS CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2006 IBC, 2006 WSEC, 2006 IMC & 2006 WSVIAQC. 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONIMIZERS SHALL BE CAPABLE OF THE FOLLOWING: -0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED OR GRAVITY DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, AS REQUIRED BY ENERGY CODE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SEIIING OF AT LEAST 5 DEGREES F (10 °F FOR RESIDENTIAL BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE O RESEIIING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip=1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEIZMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE /SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM [INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN 2000 CFM1 OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, PER CODE. SMOKE DETECTORS SHALL BE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. POWER- WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. 20. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: -ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC) -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC) -ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. - USE SECTION 905 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. 24. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5 -11 AND 5 -12. DUCT INSULATION (R- VALUE) LAST UPDATED:01 /17/07 DUCT TYPE DUCT LOCATION N -R INSULATION R -VALUE RESID. INSULATION R -VALUE REMARKS SUPPLY, RETURN NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES R -7 R -8 1,2,3 OUTSIDE AIR INTAKE WITHIN CONDITIONED SPACE VARIES, R -8 1,2,4,5 SUPPLY, RETURN, OUTSIDE AIR INTAKE NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R -5.3 ( R -5.0 �f , -.. ° 1F b2,------- FoR iAi(�' ism SUPPLY WITH <55° OR >105° AIR TEMPERATURE WITHIN CONDITIONED SPACE R -3.3 NOT RE). ODEcoii 1. REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS 2. REQUIREMENTS APPLY TO HEATED AND MECHANICALLY COOLED DUCT SYSTEMS AS NOTED. INSULATED C00 ED FEB 0 9 2010 DUCTS REQUIRED A VAPOR RETARDER PERM < 0.5 AND SEALED JOINTS. 3. WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS. INSULATE nTr n. iTCmr AIR DUCTS TO BUILDING �.� „����� �r„�� ��., �.��.,..., ....�� ..��..,r�.. .-, ,,.,�., �r+:a.. _ay..� °_ 4. INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13 UNTIL Cod of Tukwi a. CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R -7 FOR REP BUILDING DIVISION INSTALLATION ). 5. R -7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM. PIPE INSULATION (INCHES) LAST UPDATED: 01/17/07 SERVICE FLUID TEMP T INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (IN) CONDUCTIVITY RANGE MEAN TEMP RATING `F RUN -OUTS UP TO 2 1 & LESS >1 TO 2 >2 TO 4 >4 TO 6 >6 HWS &R 141 -200 0.25 -0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 HWS &R 105 -140 0.24 -0.28 100 0.5 1.0 1.0 1.0 1.5 1.5 CHWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.0 1.0 CHWS &R <40 0.23 -0.27 75 1.0 1.0 1.5 1.5 1.5 1.5 CDWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.5 1.0 NON- ECONOMIZER SYSTEMS - INSULATION IS NOT REQUIRED DRAWING INDEX SHEET NO. SHEET TITLE M0.00 LEGEND, ABBREVIATIONS, GENERAL NOTES, Sc SHEET INDEX - HVAC M0.01 SCHEDULE SHEET - HVAC M2.01 1ST FLOOR & ROOF PLAN - HVAC APN NUMBER 2623049086 LEGAL DESCRIPTION POR N 1/2 BEG S 89 -40 -24 E 25 FT & S 00 -19 -36 W 10.83 FT FR N 1/4 COR OF SEC TH S 00 -19 -36 W 138.17 FT TH S 89 -40 -24 E 226 FT TH N 00 -19 -36 E 96 FT TH S 89 -40 -24 E 72 FT TH N 00 -19 -36 E 42.17 FT TH S 89 -40 -24 E 7.90 FT TH N 00 -19 -36 E TO N LN OF SUBD TH N 89 -40 -24 W 385.80 FT - 10- ' • 11 ; S 8' E 79.90 G • Frain (; v� ���cr, 7 s u)4/0 2 r' c4 `-et O O C7 p CJ r T a �" - /'v7 e11@ ' N'r K3 5 /_mac)-t/� / ! i N 5 � r 1. i t I1 .-1 yy L � l -4'Nth J __�.__y y�) `_ `� Rive •-- �ths1 _ �F 1__' -'�_ t Heights rJ.a I 7 - �y -y� -S `52nd 5, -..=, h.�f V°II �312rid 3f -. ..� 541n.3ir ,� _-� 7 tlm». ' -`�z.� w;ry ' ulnst..4., r ': ! .S1sst6Sro, \:� t �p`' 3:1'..:1"\\:616..'":.‘.1:::::::::''':':A..71/4' � �'!, / , {{ 1 t ,. a 11 t 5 'bid f sue'`." Sa+dw°.,�y,�r ,. �?i i 6 g t1.1 Pkwy ..- Sprin s \' ttlekf j.'� sE ^ S 1 St 7k -_� I o nhcen er l i._.. 3 S l t 'Crestview ,� .J ♦ �� F� w t ,.- .t � i 3 z t } .:._ I 1_ Hak°r EwA- -a 4,,,..0 .'. 1 RASW�� -•. � �s� y t \� sv416th61- tt rxJ F e3 �`TM+. ,j Industrial Park 1 S 158th t ;Cr Bfal g u, Pafk 4 _ _ y r W ._ ashojtimi` 4 j .. 1 I I I Memorial -- 7- -T,f -,-/-----, (- 5166th St--------- - - - -., s- .Park j 5 , s ar Cemey 1 s T ' __:;:...____E e \4 .i I 4i - - -S 172nd S1' .- ..- .- .....! -.5 172nd PI -, \ Park I ( yy 3177thS!•.� 30 917fim 31 Seeltle- Teoomn ''� '-S 1 /$1n St 1, 3176m St� A^Ped :. ._- S 180th S! -..S fiBm S1 9 G> :!)0110111P1 rn } ... �.- 1 > "_ <' Y- h 1-gr°k,na �: i - Pv i - -Wig Blvd: - t b . .3 t ej S16gth Sti < io I� 5) Valley 1l Ridge`A�.L VICINITY MAP NO SCALE 'Conlon Dr, irtl St wa - , ! osiri~ a r j 1 I 1 REVISION No changes shall be made ' t ' e of work without prior Nat=o Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may iir,lude additional plan review fees. SITE MAP FILE COPY NO SCALE Permit No Plan review Approval of Pis violation of approved By Date: D approval is subject to errors and omissions. construction documents does not authorize of any adopted code or ordinance. Receipt Field Copy and conditions Is acknowledged: 2�1D f Zo�� City Of Tukwila BUILDING DIVISION tO CRffnaLA FEB 0 3 2010 PERMIT CENTER ISSUE FOR PERMIT Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACL005BJ FIREWORKS TI SOUTHCENTER MALL 1070 SOUTHCENTER MALL BLVD TUKWILA, WA Revisions SEPARATE PER REQUIRED FOR: ❑ chanical tricai- PI bing t Ming 02/03/10 CS ISSUE FOR PERMIT No. Date By Description Design Design Team CS Drawn ER Checked RD Scale AS NOTED Drawing Number C- 0252 -0873 Project Number 11 -9 -0873 Issue Date 02/03/10 LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC M0.00 SHEET 1 OF 3 SPIRAL MOUNT DIFFUSER SCHEDULE LAST UPDATED: 01/27/10 UNIT TAG BASIS OF DESIGN TYPE NECK SIZE IN DIA MAX CFM FACE SIZE NC MOUNTING MATERIAL REMARKS RS -1 SHOEMAKER RS52 -0 - 260 14X6 20 FLUSH STEEL 1,2,3 RS -2 SHOEMAKER RS52 -0 - 300 16X6 20 FLUSH STEEL 1,2,3 1 PROVIDE WITH OPPOSED BLADE DAMPER OPTION 2 PROVIDE WITH STANDARD SOFT WHITE FINISH. 3 MOUNT DIFFUSERS AT 45 DEGREE OFF HORIZONTAL TO DIRECT AIR TOWARDS TENANT SPACE. MODULAR DIFFUSER SCHEDULE LAST UPDATED: 01/27/10 UNIT TAG BASIS OF DESIGN TYPE NECK SIZE IN DIA MAX CFM CORE SIZE FACE SIZE NC MOUNTING MATERIAL REMARKS DG -1 SHOEMAKER 700 MA MODULAR 6 110 6 X 6 -- -- SUPPLY FAN SURFACE STEEL 1,2 DG -2 SHOEMAKER 700 MA MODULAR 8 230 8 X 8 -- -- INPUT MBH 180 SURFACE STEEL 1,2 DG -3 SHOEMAKER 700 MA MODULAR 10 350 10 X 10 -- -- BHP - SURFACE STEEL 1,2 1 RUN OUT SIZE SAME SIZE AS DIFFUSER NECK SIZE, U.N.O. ON DWGS 2 STANDARD SOFT WHITE FINISH 1 PROVIDE FULL ECONOMIZER CYCLE. 2 MINIMUM UNIT EFFICIENCY TO MEET THE WASHINGTON STATE ENERGY CODE TABLE 14 -1 3 PROVIDE DOWNFLOW CONFIGURATION, RA SMOKE DETECTOR, 2" FILTERS, MANUF. ROOF CURB, ECONOMIZER WITH BAROMETRIC RELIEF, R-410A REFRIGERANT 5 7 -DAY PROGRAMMABLE TSTAT PROVIDED BY MECHANICAL CONTRACTOR 6 CONDENSATE DRAIN LINE TO TERMINATE ON ROOF. CONDENSATE DRAIN LINES AND NATURAL GAS LINES TO BE PROVIDED BY THE MECHANICAL CONTRACTOR. NATO ' L G* S PRESSURE REGULATOR SCHEDULE LAST UPDATED: 01/27/10 PACKAGED ROOFTOP AC UNIT SCHE O' (..¢ LE MODEL # OR CONNECTION TYP LAST UPDATED: 01/27/10 UNIT TAG LOCATION SERVES BASIS OF DESIGN LENNOX KGA102S4B GAS FLOW EAT °F SUPPLY CFM 3,400 OSA CFM 660 ESP IN WG 0.50 SEER/EER 11 NET COOLING CAPACITY GAS HEATING CAPACITY INCHES WC OR (PSIG) SUPPLY FAN RET /RELIEF FAN SCFH ELEC SOUND dBA 88 FISHER WEIGHT LBS 1,182 REMARKS 1,2,3,4,5,6 TOTAL MBH 96.9 SENS MBH 69.8 STAGES 2 INPUT MBH 180 OUTPUT MBH 144 NG CONN 3/4 DB 95.0 1 MAXIMUM DROOP 1 -INCH WC WB 67.0 QTY 1 4 3/4 INCH NPT VENT CONNECTION BHP 1.17 HP 2 QTY - BHP - HP - MCA 45 V /PH 208/3 RTU -1 ROOF TENANT 656 - FIREWORKS 1 PROVIDE FULL ECONOMIZER CYCLE. 2 MINIMUM UNIT EFFICIENCY TO MEET THE WASHINGTON STATE ENERGY CODE TABLE 14 -1 3 PROVIDE DOWNFLOW CONFIGURATION, RA SMOKE DETECTOR, 2" FILTERS, MANUF. ROOF CURB, ECONOMIZER WITH BAROMETRIC RELIEF, R-410A REFRIGERANT 5 7 -DAY PROGRAMMABLE TSTAT PROVIDED BY MECHANICAL CONTRACTOR 6 CONDENSATE DRAIN LINE TO TERMINATE ON ROOF. CONDENSATE DRAIN LINES AND NATURAL GAS LINES TO BE PROVIDED BY THE MECHANICAL CONTRACTOR. NATO ' L G* S PRESSURE REGULATOR SCHEDULE LAST UPDATED: 01/27/10 DESIGN BASIS MODEL # OR CONNECTION TYP CONNECTION SIZE(S) INLET PRESSURE OUTLET PRESSURE SETTING SPRING RANGE ORIFICE GAS FLOW TAG # MANUFACTURER TYPE TYPE INCHES INCHES WC OR (PSIG) INCHES WC OR (PSIG) INCHES WC OR (PSIG) SIZE - INCHES SCFH NOTES PRV -1 FISHER HSR NPT 3/4X3/4 (1 TO 2) 7 6 -8 3/16 180 TO 250 1,2,3,4 1 MAXIMUM DROOP 1 -INCH WC 2 MAXIMUM BOOST 2 INCHES WC 3 MAXIMUM INLET PRESSURE 150 PSIG 4 3/4 INCH NPT VENT CONNECTION REVIEWED FOR CODE COMPLIANCE FEB ROM Imo 0 2010 City of Tukwila BUILDING DIVISION ciTYRNSta FEB 0 3 2010 PERMIT CENTER ISSUE FOR PERMIT ., ._. ermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ FIREWORKS TI SOUTHCENTER MALL 1070 SOUTHCENTER MALL BLVD TUKWILA, WA oD as� ��w / % `tom ;t d 24254 'O '`EGI STE0 `SSIONAL 0 Revisions 02/03/10 CS ISSUE FOR PERMIT No. Date By Description Design Team Design CS Drawn ER Checked RD Scale AS NOTED Drawing Number C- 0252 -0873 Project Number 11 -9 -0873 Issue Date 02/03/10 SCHEDULE SHEET - HVAC MO•01 SHEET 2 OF 3 Z-- GAS GAS - GAS GAS EXISTING 22" MEDIUM PRESSURE GAS (2PSIG) 1 1 1 1 1 1 " MEDIUM PRESSURE 1 TO REGULATOR AT UNIT 1 GAS GAS GAS GAS GAS S 44' -6 H H H H H GAS ■_ AREA OF WORK RTU -1 l (180 MBH PRV -1 GAS GAS GAS Hi 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L J LJ ME E ROOF PLAN - HVAC SCALE: 1 /8" = 1' -0" 1 1 1 1 1 1 E r Cr) INSTALL DUCTWORK ABOVE ARCHITECTURAL CEILING GRID =NTER LINE ELEVATION TO BE N11' -0" AFF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AREA OF WORK H H z; ° i TAO —zy 1 0 A v Q • • ERN 1 H.� v o Cr? Z r __ 1 3 CFIv 2) 2 E u c� mi 1 II SI !► 11•l IN i II Ill I.ruIIiI.. 1 ° ME 111 _ =E11 11 1 11•1111!11IJ11 III ■ 1 111L111111i� 111. 1 II liMuIIil7 11 ;1 _ 11©11 �N11 1 7 1 11 1111 .ul11 11 till 1 �1r111 .1111 I I lilil 111 R 1 1I111i 11 11fi IilU1IILIM! ■11 i 1111 1 1111E1111° II• �►_. L0 1 1 L 11LIE _ 11 1 1I•Q aw A :� l - .I I ui• IMO 'i ' al MIN il11■■ ° 1•III•U l IE l 111II■II1_UM,I>■P 11 19MIE i'II !®!f ,_ KI 11 OE 11 RS 16X6 280-0 tt't`P 2') 3m 0111111 8 cC • _ _ fo 8 8 Es 2 1ST FLOOR PLAN - HVAC SCALE: 1/8" = 1' -0 SCALE: s " =1 ' 1' 3' 5' 10' 15' 25' NOTE: STORE ENTRY DOORS TO REMAIN OPEN DURING BUSINESS HOURS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 U 2010 City of Tukwila BUILDING Dnncl(1ni cmAWRILA FEB 032010 PERMIT CENTER ISSUE FOR PERMIT Hermanson Hermanson Company UP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ FIREWORKS TI SOUTHCENTER MALL 1070 SOUTHCENTER MALL BLVD TUKWILA, WA Revisions 02/03/10 CS ISSUE FOR PERMIT No. Date By Description Design Design Team CS Drawn ER Checked RD Scale AS NOTED Drawing Number C- 0252 -0873 Project Number 11 -9 -0873 Issue Date 02/03/10 1ST FLOOR & ROOF PLAN - HVAC M2.01 SHEET 3 OF 3