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Home My WebLink AboutPermit M10-073 - CHASING FIREFLIESCHASING FIREFLIES 350 MIDLAND DR M10 -073 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 8836500100 Address: 350 MIDLAND DR TUKW Project Name: CHASING FIREFLIES Permit Number: M10 -073 Issue Date: 07/01/2010 Permit Expires On: 12/28/2010 Owner: Name: AMB PROPERTY CORP /ATTN: REA Address: 60 STATE ST STE 1200 , BOSTON MA 02109 Contact Person: Name: Address: Email: Contractor: Name: Address: SCOTT HACKER PO BOX 2185 , SUMNER WA 98390 SUMNERHVAC @AOL.COM Phone: 253 405 -7165 SUMNER HEATING INC Phone: 360 897 -6779 PO BOX 2185 , SUMNER WA 98372 Contractor License No: SUMNEHI973CC Expiration Date: 02/26/2011 DESCRIPTION OF WORK: HVAC INSTALLATION Value of Mechanical: Type of Fire Protection: $18,000.00 Permit Center Authorized Signature: Fees Collected: $362.06 International Mechanical Code Edition: 2009 Date: J7 /o1 //C) I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: Date: 7 • ( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10 -073 Printed: 07 -01 -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.: 8836500100 Address: Suite No: Tenant: 350 MIDLAND DR TUKW CHASING FIREFLIES PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10 -073 ISSUED 06/10/2010 07/01/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) doc: Cond -10/06 M10-073 Printed: 07 -01 -2010 �J��LA w4s 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 O 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 18: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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 M10-073 Printed: 07 -01 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: '— / -20 /C doc: Cond -10/06 M10-073 Printed: 07 -01 -2010 CITY OF TUKWIL Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit No. At0- Project No. (For office use only) 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 ** SITE LOCATION King Co Assessor's Tax No.: S(ct) 1 L W � 1 Site Address: 3 5-7:3 )` D1' I l•'Q Suite Number: 's <—v Floor: 2- Tenant Name: (jl■aS Q-536 New Tenant: ❑ Yes .. No ►A,l l7 P ft p -q(`-(.2 ces-ce. kt S fvt.4 ,� 5+ 5t.,14.e.-- Nro e City Property Owners Name: Mailing Address: State celivoci Zip CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: Day Telephone: 2-C7) - yc.q-- 91 tv k Pb 3qo Mailing Address: ?C' .60N 2 tgc 5LI 1,.�( ^ City E -Mail Address: L3 C-1 N k P-14 fr I 2 (U hesk Csy►'' 1 Fax Number: State Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Po ?e 2( `i S City State Zip Contact Person: JCc) t'r 1- � Day Telephone: E -Mail Address: ' - Q - ( %L , c nA/7 Fax Number: Contractor Registration Number: SA-44 a ea-1t { -i cC-- Expiration Date: ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: PC-S s+4,--c-+-P -c I SDfc4-140-S Mailing Address: 12--.`42 Q2 c-t/IZ1_ Iw c- -Q ` - 6...CA !r 04 Qet/dX_ 5 c.. r4 -e_74 City State Zip Contact Person: t i.-e_ /- 14- nct /\ Day Telephone: - 3 g' ?A'1?- E -Mail Address: Fax Number: H:\Applications\Fonns- 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): $ i'� AC •0C) Scope of Work (please provide detailed information): ROc•F+P PQcLei ,,' ci Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3-15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat i 1 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 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 OWNER OR AUTHORIZED AGENT: Signature: Print Name: 3 D" ' 4.Nat_c` / Mailing Address: PO 7)0. 6 21 Date: - !O Day Telephone: 5,_.tM Lists- 74E370 City State Zip Date Application Accepted: (le ( tv i 1 Date Application Expires: IZ� �� 4� Staff Initials: H:Wpplications\Forms- Applications On Line\2009 Applications 1-2009 - Mechanical Permit Application. doc Revised: 1 -2009 bh Page 2 of 2 Parcel No.: Address: Suite No: Applicant: • 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 8836500100 350 MIDLAND DR TUKW CHASING FIREFLIES RECEIPT Permit Number: Status: Applied Date: Issue Date: M10 -073 ISSUED 06/10/2010 07 /01/2010 Receipt No.: R10 -01461 Initials: LAW User ID: 1632 Payment Amount: $63.00 Payment Date: 08/02/2010 01:42 PM Balance: $0.00 Payee: SUPERIOR BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 25753 63.00 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 PAYMENT AEOFIVED doc: Receiot -06 Printed: 08 -02 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT PAYMENT RECEIVED ParcelNo.: 8836500100 Permit Number: M10 -073 Address: 350 MIDLAND DR TUKW Status: APPROVED Suite No: Applied Date: 06/10/2010 Applicant: CHASING FIREFLIES Issue Date: Receipt No.: R10 -01214 Initials: LAW User ID: 1632 Payment Amount: $289.65 Payment Date: 07/01/2010 09:52 AM Balance: $0.00 Payee: SUMNER HEATING INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5828 289.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 289.65 Total: $289.65 doc: Receiot -06 Printed: 07 -01 -2010 • v4►LAaw. City of Tukwila yl Department of Community Development C 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www. ci. tukwi la. wa. us RECEIPT Parcel No.: 8836500100 Permit Number: M10 -073 Address: 350 MIDLAND DR TUKW Status: PENDING Suite No: Applied Date: 06/10/2010 Applicant: CHASING FIREFLIES Issue Date: Receipt No.: R10 -01029 Payment Amount: $72.41 Initials: JEM Payment Date: 06/10/2010 12:43 PM User ID: 1165 Balance: $289.65 Payee: SUMNER HEATING, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5803 72.41 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 72.41 Total: $72.41 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -10 -2010 e2, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje�ct: fQf� � / C „As !�l4j rite/ Pei Type InspelIctippn: j e_ jil , \ •�1 Address: -o : 0 A-A Date Called: Special Instructions: Date Wanted: ( 10 . . (.mj Requester: Phone No: 2.53 - 222 - 09 i 3 Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. e r IAA p Insp ctor: Dater, 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 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 /110 -073 Pro' ct: ( As-, Al f,reli,cs Ty Re of Ins gigA ction: Address: _350 Ait:(A-vq Date Call d: e A-11 ,t Special Instructions: Date Wanted: —,Z -I) U . -op. Requester: Phone No: _ 22 G. -1Y-7 f3 p4' roved per applicable codes. Corrections required prior to approval. COMMENTS: __.— -Q" �c- p 0 0 . &r 1/ p el 0^ S;l( __________ J) C �9 Date1 2,"? ( 0 $6O:00'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid it 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 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 cetk /14(o _093 Project •ts: /16 - re F(,'s Type pe of Inspection: s itt v Od-e -c 0,e.. Address: 4:4 n l r ef Date Called: Special Instructions: Date Wanted: /7 a.m. '` " 1 —1V p.m. Requester: Phone No: 2 53 -222 -22Z-')7/3 Approved per applicable codes. Corrections required prior to approval. / COMMENTS: In ector: • Date: - Z7_ /0 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 RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION W- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Mb —1073 Probe CAA A S ,' RC( F1, e_s Type of InspEcgm: _. _LA...rc% ( `•J.1 o U c_.7- Addre 3 .3 414:4iit-A-I, Date Called: Special Instructions: / Date Wante d-7: — z. ^ / o a.m. Requester: Phone No: 2Sc-3 -22Z -0`713 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe tor: Date:- 7 -Id LJ $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 NO. INSPECTION RECORD Retain a copy with permit ciu\ 11410-O73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: thit.,.•C ri'ltrt:es Type of Inspection: ,- ✓a01 -c.4 G Address: 354 4606 il Date Called: Special Instructions: Date Wanted: a.m. '% —2-7 - (O p.m. Requester: Phone No: 2_53 -222-4713 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecr: )of Date 0 $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: 4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Yi• - a7_'3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: c ti as, F.,,.. 0,. s Type of Inspection: Address: 35" c' el �d1 Suite #: 4 Contact Person: • Special Instructions: ' Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: C) TI veA c 6.44 440 1.04e. , .4 444 /.r_% a 6 51,4 t J' fits ice} «`rl ""i p),44,15 i.%>14.4 r, i C let -ta. � i D . . 7 4 4 0 1 4 3.522 k PJ. * Atto . a ----- - - - - -- - - Needs Shift Inspection: - Date: 7 zy h Sprinklers: Fire Alarm: Hood & .Duct: } ) ., Monitor: ' Pre -Fire: Permits: Occupancy Type :j, . .. Date: 7 zy h a _,,,His.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance, Department. Call to schedule a reinspection. Word/Inspeetiion Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1. 4 r. ast ■N STRONG L. AIR Submittal Data tort Date: Submitted by: For Approval May 14, 2010 Keller Air 2601 142nd Ave E. Suite A Sumner, WA. 98390 REVIEWED FOR CODE COMPLIANCE anveD JUN 2 3 Ltd City of Tukwila BUILDING DIvIcinni C o m m e r c i a l ALLIED Printed by Armstrong Submittal Program, version 2010.4.26 Equipment Data Last Updated:4 /28/2010 CRY OFETUKNALA JUN 10 2010 PERMIT CENTER NI10-013 ,-ARMSTRONG LAIR Project: Table of Contents System ID Qty Model No Description Page Gas Package 1 L0087 KGA090S4BH G Package Gas 3 2hp Econ ALLIED Project: Plan ID: Gas Package c o m m e ► i , Model Number: L0087 KGA090S4BH Quantity: 1 L0087 KGA090S4BH G 2hp Econ Cooling Performance Gross Total Capacity 95,000 btu Gross Sensible Capacity 69,350 btu Efficiency (at ARI) 11.20 EER Total Air Supply 3000 cfm Outdoor DB Temp 95.0 °F Entering DB Temp 80.0 °F Entering WB Temp 67.0 °F Leaving DB Temp 58.6 °F Leaving WB Temp 57.1 °F Heating Performance Heating Capacity Input 150,000 btu Heating Capacity Output 120,000 btu Low Stage Heating Input 105,000 btu Low Stage Heating Output 85,500 btu Thermal Efficiency 80.0% Fuel Pipe Connection 1/2 in. Supply Air Performance Total Supply Air 3000 cfm External Static Pressure .30 in. w.g. Blower Type Belt Blower speed 805 RPM Power Input 1.26 Bhp Motor Rating 2 hp Electrical Data Power Supply 460 volts 3 Phase 60 Hertz Total System Ampacity 20.0 Amps Maximum Fuse Size 30 Amps Cooling and Air Flow adjusted for 208 volt operation Weight Base Unit Weight 805 Ib Weight of options 162 Ib Total Weight T6VZIP Options Selected • 2 hp blower motor with Drive AA03 ( 798 - 1105 rpm) • T1ECON3ON-1 - Economizer - Single Enthalpy Control - Barometric Relief Dampers - Hood (Factory Installed) • T1CURB10AN1 -14 in high Standard Roof Curb (13W27) ALLIED Project: Plan ID: Gas Package Model Number: L0087 KGA090S4BH Quantity: 1 C o m m e r c i a l Electric • Efficiency certified by the CSA and ULE • Uses environmentally friendly refrigerant R-410A CABINET Heavy gauge galvanized steel cabinet, fully insulated, powdered enamel paint finish, large removable access panels, electrical inlets in cabinet base and condenser section, control box with factory installed controls, full perimeter base rails with forklift slots and holes for rigging. Units are shipped in downflow position but can be converted to horizontal without the need of a kit Panels use non - hygroscopic fiberglass insulation Hinged compressor access panels, blower panels & air filter panel with tool -less access handles REFRIGERANT SYSTEM • High efficiency scroll compressor • Freezestat protects the evaporator coil from ice build- up due to no air flow or no refrigerant • Copper tube coil with enhanced aluminum fins for a reliable and efficient heat transfer surface • The outdoor coil is from two independent coils which allows separation for cleaning Package Unit WARRANTY • 5 Year limited warranty on compressor • 1 year limited on components t c OurOaOR AIR OD *� D —toy Orr 44— g --e } A 1 Unit Clearance in. A mm in. 8 mm in. C mm In. D mm Top Clearance Service Clearance 36 914 36 914 36 934 36 914 Unobstructed Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Enliro perimeter of wit tesu requires support wl en elevated above the mounting surface. 1 Service Clearance - Roqulred for removal oI serviceablo parts. Minimum Operation Clearance • Required clearance for proper unit operation. - 4 - BOTTOM RETURN AIR OPENING 5(102) t .LIE ® Project: Plan ID: Gas Package Model Number: L0087 KGA090S4BH Quantity: 1 C o m m e r c i a l 45 (1143) 47 (1102) BASE �l END VIEW 7 (178) 1 29 (737) 47 ( 192) BASE 1 Lf N r. v DD 5-5/B (143 11 16 -114 18 (279) (413) (457) 1 / 0 SUPPLY BOTTOM (5 ) AIR OPENING CENTER OF GRAVITY -5/8 6 26 -1/2 (673) 25.3/4 —� (654) 9-1/2 (241) BOTTOM CONDENSATE OUTLET EE --0•1 BOTTOM POWER ENTRY 3X8(76X203) TOP VIEW (Base) 83 -1/4 (2115) AA-Base AA-Max I 17-(-25) (25) 47 (1102) BASE �l END VIEW 7 (178) 1 29 (737) 47 ( 192) BASE 1 Lf N r. v DD 5-5/B (143 11 16 -114 18 (279) (413) (457) 1 / 0 SUPPLY BOTTOM (5 ) AIR OPENING CENTER OF GRAVITY -5/8 6 26 -1/2 (673) 25.3/4 —� (654) 9-1/2 (241) BOTTOM CONDENSATE OUTLET EE --0•1 BOTTOM POWER ENTRY 3X8(76X203) TOP VIEW (Base) 83 -1/4 (2115) 3 -1/2 (89) 0 LIFTING HOLES (For rigging) I 28 -1/2 (673) ) t ( 27 85 -1/4 (2165) (686) BASE SIDE VIEW 19-1/2 . . . (495) (467) 11 2 (51) (279) BB CC 0 O 20 (5 Q8) 29 (717) L / , , / Oo( FORKLIFT SLOTS HORIZONTAL 5 -1/2 HORIZONTAL 5-112 (Front. Back and SUPPLY AIR ( ) ( 140 RETURN AIR 140 ) Blowor End) OPENING OPENING (Without Economizer) BACK VIEW Corner Weights (Ibs. AA-Base AA-Max I BB -Base BB Max I CC -Base CC-Max I ELECTRICAL I DD-Max 168 I I 6 / INLET CONDENSATE U OUTLET (EITHER SIDE) 5 -1/2 (140) 3 -1/2 (89) 0 LIFTING HOLES (For rigging) I 28 -1/2 (673) ) t ( 27 85 -1/4 (2165) (686) BASE SIDE VIEW 19-1/2 . . . (495) (467) 11 2 (51) (279) BB CC 0 O 20 (5 Q8) 29 (717) L / , , / Oo( FORKLIFT SLOTS HORIZONTAL 5 -1/2 HORIZONTAL 5-112 (Front. Back and SUPPLY AIR ( ) ( 140 RETURN AIR 140 ) Blowor End) OPENING OPENING (Without Economizer) BACK VIEW Corner Weights (Ibs. AA-Base AA-Max I BB -Base BB Max I CC -Base CC-Max I DD-Base I DD-Max 168 I I 6 Center of Gravity (in. EE-.fhs! EE-Max FF-Base FF-Max r 471 47 21 21 s I I ALLIED Project: Plan ID: Gas Package Commercial Model Number: L0087 KGA090S4BH Quantity: 1 ACCESSORY DIMENSIONS - INCHES (MM) STANDARD ROOF CURBS - DOUBLE DUCT OPENING 1-13/10 (46) 79314 (2026) 19.118 (486) 1 -13116 (46) 41.112 21 -141 (1054) 6.118 1934) (537) 37.718 (962) SUM1I,Y �►. 4 I PENING 1 1251 X21, 32 (813) 14 (350) NOTE — Root deck tory be omitted within colllnes of curb. TYPICAL FLASHING DETAIL FOR ROOF CURB BASE BOTTOM FIBERGLASS INSULATION (Famished) NAILER STRIP (Furnished) ROOFING AO Vgrjiiii PACKAGED "/ UNIT ROOF CURB (Extends around entire pollinator of and) RIGID INSULATION (Feld Supplied) DETAIL ROOF CURB 1-13/16 1(25) COUNTER FLASHING CANT STRIP 14 (356) FACTORY INSTALLED PERIMETER WOOD NAILER STRIP Seattle Tacoma Structural Solutions 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 •Tacoma, WA 98402 • tel: 253.383.2797 www.pcs-structural.com STRUCTURAL CALCULATIONS F!LE COPY .. FOR CHASING FIREFLIES ROOF TOP MECHANICAL UNIT SUPPORT TUKI'IILA, WASHINGTON REVIEWED FOR - CODE COMPLIANCE AP nVED JUN 2 3 2010 PREPARED BY PCS STRUCTURAL SOLUTIONS City of Tukwila BUILDING DIVISION MAY 2S, 2010 10 -21 CITY OF TUKWILA JUN 10 2010 PERMIT CENTER MtO 013 Title : Dsgnr: Description : Scope: Job # Date: 2:38PM, 28 MAY 10 Rev; 580000 User: KW -0600643, Ver 5.8.0, 1 -0ec -2003 (01983-2003 ENERCALC Engineers ' Software General Timber Beam Page Description 6x6 sleeper minimum General Information Code Ref: 1997 NOS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 5.500 in 5.500 in Sawn 1.000 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E • 0.50 ft Lu 4.00 ft Lu 4.00ft Lu 1,350.0 psi 160.0 psi 405.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 56.00 #/ft 56.00 #fft 56.00 #Ift LL LL LL # /ft #/ft #/ft Span= 0.50ft, Left Cant= 4.00ft, Right Cant= 4.00ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 219.33 psi Fb 1,350.00 psi 0.162 : 1 -0.5 k -ft 3.1 k -tt 0.00 k -ft at -0.51 k -ft at -0.51 k -ft -0.51 k -ft 3.12 fv 11.17 psi Fv 160.00 psi Depth = 5.5in, Ends are Pin -Pin Beam Design OK Maximum Shear * 1.5 0.3 k Allowable 4.8 k 0.000 ft Shear. @ Left 0.25 k 0.500 ft @ Right 0.25 k Camber: @ Left 0.054 in @ Center 0.000in @ Right 0.0531n Reactions... Left DL Right DL 0.27 k 0.27 k Max 0.27 k Max 0.27 k I Deflections r- • -ate - - . ;ct.:�ac,�,�:x. Center Span... Dead Load Total Deflection 0.000 in ...Location 0.267 ft ...Length /Defl 26,954.6 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.000 in @ Left 0.054 In @ Right 0.053 in oad 0.000 in 0.267 ft 26,954.61 sa4.i w...,.,3c]T24,'tiit�'n6tG.VYS Left Cantilever... Dead Load Total Load Deflection -0.036 in -0.036 in .Length/Deft 2,645.9 2,645.9 Right Cantilever... Deflection -0.035 In -0.035 in ...Length /D efI 2,716.6 2,716.6 Stress Calcs •'' Bending Analysis Ck 27.920 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 0.00 k -ft 0.51 k -ft 0.51 k -ft @ Left Support 0.34 k 2.112 in2 160.00 psi 0.27 k 0.27 k Sxx 27.729 in3 CI 0.000 Sxx Redd 0.00 in3 4.51 in3 4.51 in3 @ Right Support 0.34 k 2.112 in2 160.00 psi Bearing Length Req'd Bearing Length Req'd Area 30.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.121 in 0.121 in Structural Solutions Project: ____ Job No 17' Subject: Sheet of Name' Originating Office: Office: 0 Seattle 0 Tacoma Date' 45 11 al 11 tk-j. (4; G- -Qco.,N006, - . . . K m ()Jo x3s. 4 I tpaA C.. qi )//.. ,:tiqp9-f.,;3 4, c..41- CScisl-/-4 43 f- qc !ikothok- m-te(tve- 4"cc- 40). tk,% 431;1 Q Cy" IL) AA,1,..) 034-p— mos) , Samoa I 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206292_5076 Tacoma I 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 /". • ::21,t;t 1.P.0 www.pcs-structural.com Structural Solutions y\ C)-xiA,41(5%,. ■.) Project: ".')f5D ) v\1 Subject. Originating Office: D Seattle 5/4 pc.. 1's }-,--4.- ' • c.;,:: 1)itirft; tA")5 2s. ? n C2.A)tig I '11'6 —J ...1/4.,. '.."- A. '..? • Sheet of EJ Tacoma /11.5q, • 1••••-tt iLite,g) • 10 \Y\. P 3C:3 fl Job No 2:41 Name: 1,49-4,y1 Date. 'Sp g 1/C) 1),W, • '12:tf-•(.;',.;' tt- C(.4--; ')2,4 4 zAsit34. t' ,z) L 4P1- „,„1.1 C2.740.1 rS77 4)2 -4.717 `f 13 m(34- 5 cf-1,,,,() f,03" IA 14..f Seattle 811 First Avenue, Suite 620 • Seattle,WA 98104 • tel. 206.292.5076 Tacoma I 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 )-Qtys,, cteptlAt L-f• 110..141 V.- www.pcs_structurai.com • • • PCS Structural Solutions Job Number = 10 -279 Date = 25- May -10 Name = LAH Design Criteria = ASCE 7 -05, IBC 2006 Unit Weight, Wp = 1000 Ib Existing Unit Weight = N/A Roof Dead = Roof Snow = 12 psf 25 psf Project = Chasing Fireflies - Mechanical Roof Top Unit Support Lateral Analysis: The new unit does not have a significant impact to the building's capacity to resist wind or seismic forces Check Seismic Forces (Ultimate): ASCE 7 Eq 13.3 -1 ASCE 7 Eq 13.3 -2 ASCE 7 Eq 13.3 -3 Fp = 0.4 *Sos *(Ip/R0) *ap *Wp *[1 +2 *z /h] = Fp,,,ax = 1.6 *Sps *Ip *Wp = Fpmin = 0.3 *SDS *Ip *Wp = Spy = 1 ASCE 7, Table 13.6 -1 ap = 2.5 ASCE 7, Sec. 13.1.3 Ip = 1 ASCE 7, Table 13.6 -1 Rp = 6 height of attachment z = 30.0 ft total of height of bld'g h = 30.0 ft :. \1j.,.. 07 500 Ib 1600 Ib 300 Ib or t't... • i Cr) fl (4 tt kY,'J tar / 6x6 (ip)11-411e-5-1-40t . T2,TO t- Over Dpv2 L- °w 171.-T - vP o � � « «- O . V I\ 5 5 O Of Over Dpv2 L- °w 171.-T - vP MEGH. UNIT MECH. CURB - ATTAGH TO 6x6 W/ SALV. #1O SCREWS AT 12" O.G. TRT'D 6x6 W/ A34 24" O.G. '- EXIST. SHT'G -------- EXIST. 4x14 SECTION 1 " =1' -O" PCS Structural Solutions Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR CHASING FIREFLIES ROOF TOP MECHANICAL UNIT SUPPORT TUKYVILA, YVASHINGTON PREPARED BY PCS STRUCTURAL SOLUTIONS MAY 2S, 2010 10 -21q MEGH. UNIT MEGH. CURB - ATTAGH TO 6x6 IN/ GALA/. #IO SGREINS AT 12" 0.G. TRT'D 6x6 IN/ A34 24" O.G. EXIST. SHT'G EXIST. 4x14 SECTION 1".71I-0" T�TI� ✓ -x6 . Ht, sf 6P-)Lbctlie_so icrE 6) of 1-7z_ Dpt 9 1-0w c>e) CgoNt_ . .- tit wry. -Ate PCS Structural Solutions Job Number = 10 -279 Date = 25- May -10 Name = LAH Design Criteria = ASCE 7 -05, IBC 2006 Unit Weight, Wp = 1000 Ib Existing Unit Weight = N/A Roof Dead = Roof Snow = 12 psf 25 psf Project = Chasing Fireflies - Mechanical Roof Top Unit Support Lateral Analysis: The new unit does not have a significant impact to the building's capacity to resist wind or seismic forces Check Seismic Forces (Ultimate): ASCE 7 Eq 13.3 -1 Fp = 0.4 *Sos *(Ip/Rp) *ap *Wp *(1 +2 *z /h) = 500 Ib Cc lbff,6 ASCE 7 Eq 13.3 -2 Fpmax= 1.6 *Sos *Ip *Wp= 1600 Ib ASCE 7 Eq 13.3 -3 Fpm;n = 0.3 *Sps *Ip *Wp = 300 Ib Sos = 1 ASCE 7, Table 13.6 -1 ap = 2.5 ASCE 7, Sec. 13.1.3 Ip = 1 ASCE 7, Table 13.6 -1 Rp = 6 height of attachment z = 30.0 ft total of height of bld'g h = 30.0 ft N.. �... 07 �} \ {; „..T N=. �•-' �f =�rJ• Jam, �' E \ • ( Bta..` Zil �1k,V <E i1�,� •311 PCS Project: 3D 1\1)'t r Subject. Sheet of Job No: _L.) Name: Structural Solutions Originating Office: 0 Seattle 0 Thcoma Date. '5/1 fio be,,,,tgy\ art0.416. IVA{ (514i? PI+ Itt.e-eirvv\ of MfLW tAl- 41-xi 4 t 4x,p4 3 • .. vo5 1-11- ',Dr • ,s; • lit 4,(4 2,7,..s• i(11', . 3 is l'-'. 2-,4 kt- Mks,...,. 1 bko r-c (... 2-4 )fa. i, 21,3? 4r(vd,.,.•-• .?,:.,,,. :i-T7','..-t-,11',2' —• . N t; • 1..• — f.:.> ,f)(,,‘ . ,•• '... j ,.. 1 A.. (\k, "-• 1%4,75- (,..2AY.g..... 1142.6 .•••' .,(. 4 ) 4 1g6c.c\,>24. ( ,...•-••)41-(.... i • c,,,.:•--, 4-- (1-1A,t,._•14.-... Yot u.,4 if/j,- \ A 1.'')41-1.• '—'-.) 2,511,' ,_. ' [ .1).... • • - • fen Ltv ,... .....:7 -, . • _ . tot... 4z;rr.41• 1,:: .0 : reN...,;-.01.70'Vcij ..„1.....• • - . „t-: .• , / 2.c / ., „it; t . IN.,.$0/,',.- =‘,;(7,..,....,„..• '-''' '' ,/,-1- ' 41,,,.1.1., •.-_ 11, r "-- 4 t.g> CA2 z/2 4 -'-- 13 ENO- 5q) c (07- id ifv,"0,-,,,, Swath) I 811 First Avenue, Suite 620 . Seattle, WA 98104 • tel: 206.292.5076 ' ‘ +.61 www.pcs-structural.com Tacoma I 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tot: 253.383.2797 • • ofta.9 11 PCS Project: Subject: Structural Solutions Originating Office: CankP.<10.... WV" g„t5" )1\ 10a,, C --11c1-4:5 C5c.e)'L-/g 4"4, 0_1\9Q L19-- c.)-t» -11-61C-% Job No: Name: fl Seattle JThcoma Date 5 11S1I' Sheet of ' AiS 4 1A.Q.A e ay. --A 1- .5? \lc (01-14,? 1- Src(:31 74N:1;i M d f- et(ss- T 45 S V Ji kyv vs} e„._ ‘`(:)3 t'A IVV-40.34. VINA 121 43-11- e..).(053v-tv %1/44 3qtIZ- L cv Seattle I 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 Tacoma, WA 98402 • tel: 253.383.2797 www.pcs-structural.conn Title : Dsgnr: Description : Scope : Job # Date: 2:38PM, 28 MAY 10 Rev. 590000 User KW -0600643, Ver 54.0. 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software General Timber Beam Page Description 6x6 sleeper minimum General Information Code Ref: 1997 NOS, 2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name 6x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 5.500 in 5.500 in Sawn 1.000 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 0.50 ft Lu 4.00 ft Lu 4.00 ft Lu 1,350.0 psi 160.0 psi 405.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Summary 56.00 #Ift 56.00 #Ift 56.00 #Ift LL LL LL #Ht #/ft #/ft Span= 0.50ft, Left Cant= 4.00ft, Right Cant= 4.00ft, Beam Width = 5.500in x 0.162 : 1 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 219.33 psi Fb 1,350.00 psi -0.5 k -ft 3.1 k -ft 0.00 k -ft at 0.000 ft -0.51 k -fl at 0.500 ft -0.51 k -ft -0.51 k -ft 3.12 fv 11.17 psi Fv 160.00 psi Beam Design OK Depth = 5.51n, Ends are Pin -Pin Maximum Shear *1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Reactions... Left DL Right DL 0.27 k 0.27 k Max Max 0.3 k 4.8 k 0.25 k 0.25 k 0.054 in 0.000 in 0.053 in 0.27k 0.27 k Deflections Center Span... Dead Load Deflection 0.000 in ...Location 0.267 ft ...Length /Defl 26,954.6 Camber ( using 1.5' D.L. Defl) ... @ Center 0.000 in @ Left 0.054 In @ Right 0.053 in Total Load 0.000 in 0.267 ft 26,954.61 Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Deft Dead Load Total Load -0.036 in -0.036 in 2,645.9 2,645.9 -0.035 in -0.035 in 2,716.6 2,716.6 Stress Calcs Bending Analysis Ck 27.920 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 0.00 k -ft 0.51 k -ft 0.51 k -ft @ Left Support 0.34 k 2.112 in2 160.00 psi Sxx 27.729 in3 CI 0.000 Sxx Req'd 0.00 in3 4.51 in3 4.51 in3 @ Right Support 0.34 k 2.112 in2 160.00 psi - Area 30.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.27 k Bearing Length Req'd 0.121 in 0.27 k Bearing Length Req'd 0.121 in /ARMSTRONG L-= AIR Project: Table of Contents System ID Qty Model No Description Page Gas Package 1 L0087 KGA090S4BH G Package Gas 3 2hp Econ - 2 - ALALLIED Project: Plan ID: Gas Package Model Number: L0087 KGA090S4BH Quantity: 1 C o m m e r c i a l L0087 KGA090S4BH G 2hp Econ Cooling Performance Gross Total Capacity 95,000 btu Gross Sensible Capacity 69,350 btu Efficiency (at ARI) 11.20 EER Total Air Supply 3000 cfm Outdoor DB Temp 95.0 °F Entering DB Temp 80.0 °F Entering WB Temp 67.0 °F Leaving DB Temp 58.6 °F Leaving WB Temp 57.1 °F Heating Performance Heating Capacity Input 150,000 btu Heating Capacity Output 120,000 btu Low Stage Heating Input 105,000 btu Low Stage Heating Output 85,500 btu Thermal Efficiency 80.0% Fuel Pipe Connection 1/2 in. Supply Air Performance Total Supply Air 3000 cfm External Static Pressure .30 in. w.g. Blower Type Belt Blower speed 805 RPM Power Input 1.26 Bhp Motor Rating 2 hp Electrical Data Power Supply 460 volts 3 Phase 60 Hertz Total System Ampacity 20.0 Amps Maximum Fuse Size 30 Amps Cooling and Air Flow adjusted for 208 volt operation Weight Base Unit Weight 805 Ib Weight of options 162 Ib Total Weight 7 67 I A Options Selected • 2 hp blower motor with Drive AA03 ( 798 - 1105 rpm) • T1 ECON30N -1 - Economizer - Single Enthalpy Control - Barometric Relief Dampers - Hood (Factory Installed) • TICURB10AN1 - 14 in high Standard Roof Curb (13W27) ALLIEALLIED Project: Plan ID: Gas Package D Number: L0087 KGA090S4BH Quantity: 1 C o m m e r c i a l Electric Package Unit • Efficiency certified by the CSA and ULE WARRANTY • Uses environmentally friendly refrigerant R-410A • 5 Year limited warranty on compressor CABINET • 1 year limited on components • Heavy gauge galvanized steel cabinet, fully insulated, powdered enamel paint finish, large removable access panels, electrical inlets in cabinet base and condenser section, control box with factory installed controls, full perimeter base rails with forklift slots and holes for rigging. • Units are shipped in downflow position but can be converted to horizontal without the need of a kit • Panels use non - hygroscopic fiberglass insulation • Hinged compressor access panels, blower panels & air fitter panel with tool -less access handles REFRIGERANT SYSTEM • High efficiency scroll compressor • Freezestat protects the evaporator coil from ice build- up due to no air flow or no refrigerant • Copper tube coil with enhanced aluminum fins for a reliable and efficient heat transfer surface • The outdoor coil is from two independent coils which allows separation for cleaning t c OUTDOOR NR HOD m--- D —► •r1— B —► f A 1 Unit Clearance in. A min in. B rnm in. C mm in. D mm Top Clearance Service Clearance 36 914 36 914 36 934 36 914 Unobstructed Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE -Entire perimeter of unit Lrese requires supped when elevated above tiro mounting surface. I Service Clearance • Required for removal oI serviceable parts. Minimum Operation Clearance • Required clearance for proper unit operation. - 4 - ALLIED Project: Plan ID: Gas Package Commercial Model Number: L0087 KGA090S4BH Quantity: 1 45 (1143) 2 g 141 725) 100 1 1 1 1 ooI 47 (1192) BASE END VIEW 5-5/8 11 (143) (279) 7 ( 78) 29 (737) 47 (1192) BASE 3- LIFTING HOL (For rigging) 00 16-1/4 18 (413) (457) BB BOTTOM RETURN 7AIR 0PENING 5(102) BOTTOM (0 " "• lip SUPPLY i �` ~/ AIR 5 OPENING CENTER OF T 25-3/4 �. GRAVITY (854) FF 0.12 8 11 (241) i CC 26 -1/2 EE (673) BOTTOM BOTTOM POWER ENTRY CONDENSATE OUTLET 3 X 8 (76 X 203) TOP VIEW (Base) e31-115/4 (2115) SIDE VIEW 19.112 18 -3/8 . ,• (405) (467) 11 (279) 100 20 (598) O 1 tl 00 FORKLIFT SLOTS HORIZONTAL 5 -1/2 HORIZONTAL 5 -112 (Front. Back and SUPPLY AIR (140) RETURN AIR (140) Blower End) OPENING OPENING (Without Economizer) 1(25) 2 (51) BACK VIEW Corner Wei hts (Ibs. CONDENSATE OUTLET (Ef(HER SIDE) I AA -Max 5.1/2 U/ ELECTRICAL INLET —� 168 195 (140) 263 /2(89) 10 0 0 0 1 TT iS 26-1 /2 27 +_ (673) (686) 85-1/4 (2165) SIDE VIEW 19.112 18 -3/8 . ,• (405) (467) 11 (279) 100 20 (598) O 1 tl 00 FORKLIFT SLOTS HORIZONTAL 5 -1/2 HORIZONTAL 5 -112 (Front. Back and SUPPLY AIR (140) RETURN AIR (140) Blower End) OPENING OPENING (Without Economizer) 1(25) 2 (51) BACK VIEW Corner Wei hts (Ibs. AA -Base I AA -Max BB -Base BB -Max CC -Base ig CC-Max DD -Base I DD -Max 203 ( 241 168 195 I 183 212 227 I 263 - 5 - Center of Gravity (in.? E e EE -Max l FF -Base FF -Max 47 / I( I 47 J 21 21 - 5 - ALLIED Project: Plan ID: Gas Package Model Number: L0087 KGA090S4BH Quantity: 1 C o m m e r c i a l ACCESSORY DIMENSIONS - INCHES (MM) STANDARD ROOF CURBS - DOUBLE DUCT OPENING TYPICAL FLASHING DETAIL FOR ROOF CURB BASE BOTTOM FIBERGLASS INSULATION (Famished) NAILER STRIP (Furnished) PACKAGED UNIT COUNTER FLASHING r (Field Supplied) CANT STRIP (Field Supplied) ROOFING ,,, . • MATERIAL AV,, ROOF CURB (Extends around entire perimeter of unit) RIGID INSULATION (Field Supplied) NOTE — Roof deck rnoy be omitted wllhbt c col Wes of curb. DETAIL ROOF CURB 14 (356) 2 (51) FACTORY INSTALLED PERIMETER WOOD NAILER STRIP • PERMIT CO MM CORY. PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: M10 -073 DATE: 06/10/10 PROJECT NAME: CHASING FIREFLIES SITE ADDRESS: 350 MIDLAND DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Bul ing Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 06/15/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/13/10 Approved Approved with Conditions*, Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Dail Washington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > ra Printer friendly or Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General /Specialty Contractor Page 1 of 2 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 Sumner Heating Inc UBI No. 602258409 Phone No. (360) 897 -6779 Status Active Address Po Box 21 85 License No. SUMNEHI973CC Suite /Apt. Construction License Type Contractor City Sumner State Wa Effective Date 2/3/2003 Zip 98390 Expiration Date 2/26/2011 County Pierce Suspend Date Business Type Corporation Heating /Vent /Air- Specialty 1 , Conditioning And Parent Company Refrig (Hvac /R) Specialty 2 Unused a Other Associated Licenses Specialty Effective Expiration License Name Type Specialty 1 2 Date Date Status SUMNEH*027RD Sumner Construction Metal Unused 12/4/1998 12/4/2003 Relicensed Heating Contractor Fabrication �- Business Owner Information 6 Hide All Name Role Effective Date Expiration Date https: // fortress .wa.gov /lni/bbip /Result.aspx 07/01/2010 EQ 40' -0' EQ II MAN RUINERS a 4'- 0'ooc. to Ali ►1 1 10 '' Qa ACT CEILING INSTALLED AT 8' -9' Pe 1,6 47 u • • • MEZZANINE RCP D D i8�:�..a, SEE LOWER LEVEL FLOOR PLAN FOR STAIR DIMENSIONS. TYP BOTH STAIRS RELOCATE EXISTING SPRINKLER PIPE AND 140T WATER HEATER AND WATER PIPING AS REQUIRED. (VERIFY CLEARANCE) NEW 3010 DOOR AND FRAME TO MATCH BLDG STANDARD. II RESTROOM BELOW 0 IIIIf BUILD MEZZANINE PERIMETER WALL 1 AROUND EXISTING SPRLER PIPE I II�BG AND 140T WATER DATER (VERIFY CLEARANCE) RELOCATE EXIST. WATER LINE AS REQ. FRAME WALL AROLND EXISTING DUCT AREA WITH NO FLOOR DECK (VERIFY DIM.) II II II II NEW PAIR 30x10 DOOR *FRAME TO MATCH BLDG STD. PROVIDE LEVER HARDWARE. MUST BE OPERABLE FROM THE INSIDE WITHOUT A KET. SOUTH DOOR TO BE THE ACTIVE LEAF OPEN OFFICE 12011 PROVIDE REMOVEABLE RAILING BETILEEN POST FOR FORKLIFT ACCESS TYP. 2x8 JOISTS AT 16' OC AT LANDING SEE SECTION WIN ' TiG Ft•ruiD DECK GLUED 4 NAILED . EXIST. DUCT TO REMAIN EXISTING SEISMIC STRAP. PREP AS REQ FOR NEW CARPET NEW 6' MTL STUD WALL W/ (1) LAYER %' G1UB EA. SIDE. AND R -I9 BATT INSULATION 0 NEW MIL STUD STEM WALL (ALIGN WITH WINDOW MULLION) 0 IZP • e1MEZZANINE PLAN AREA= 2816 BF i • L3' -93/4 STAIR I I 101 I -- 17.117171 111 11111 I' -0' • 12 TREADS 4x4 LANDING SUPPORTS (2) PROVIDE SIMP5ON POST BASE (ABA 44) SECURE TO EXIST. CONC. FLOOR. 6' DIA STL. PIPE BOLLARD PAINTED TYP. 4 LOC. (FOREGROUND) SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revlsians will require a new plan submittal and may include adu;tienal p! n es.,. RELOCATE EXIT SIGNS AS REQ. WORK ROOM . Ill REVIEWED FO CODE COMPLIANCE JUN 2 3 2010 N1A Cifyof u Lila BUILDING VIsInM OPEN OFFICE I 101 I OFFICE 11021 0 1 /8' =I' -0' AREA= 3419 SF MAIN FLOOR PLAN FE LE COPY Permit No., MM DI' Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: BY Date: 7 r ( - ` - Lc City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 10 2010 PERMIT CENTER A10- ois PROJECT START DATE 0 m 0 z 1- w a 0 z 0 J_ 5 m 0 0 w 0 BUILDING DEPARTMENT CORRECTIONS z 0 CONSTRUCTION Z Z Z Z Z 0 0 0 0 0 C/) CA N v) O N 0 DRAWN SCR CHECKED GAP DATE 4/26/2010 SCALE AS NOTED JOB NUMBER 10021 A1.1