Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M10-055 - MENS WEARHOUSE
MENS WEARHOUSE 16971 SOUTHCENTER PY M10 -055 City (*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 MECHANICAL PERMIT Parcel No.: Address: 2623049011 16971 SOUTHCENTER PY TUKW Project Name: MENS WAREHOUSE Permit Number: M10 -055 Issue Date: 05/06/2010 Permit Expires On: 11/02/2010 Owner: Name: Address: Contact Person: Name: Address: Email: OCM ESCROW ADMINISTRATION 1717 MAIN ST 8TH FL- ESCROW , DALLAS TX 75201 DARLA DOLL 7717 DETROIT AV SW , SEATTLE WA 98106 DARLA. D O LL @MACMILLER. C O M Contractor: Name: MACDONALD /MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA 98106 Contractor License No: MACDOFS980RU Phone: 206 - 768 -4278 Phone: 206 - 768 -4180 Expiration Date: 12/31/2010 DESCRIPTION OF WORK: REPLACE (1) GAS -HEAT PACKAGED ROOFTOP A/C UNIT Value of Mechanical: $6,464.00 Type of Fire Protection: UNKNOWN Permit Center Authorized Signature: Fees Collected: $264.81 International Mechanical Code Edition: 2009 Date: -- Vita 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 e performance of work. I am authorized to sign and obtain this mechanical permit. Signatur Print Name: Date: J/6/ U 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 -055 Printed: 05 -06 -2010 Parcel No.: 2623049011 Address: Suite No: Tenant: • • 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 16971 SOUTHCENTER PY TUKW MENS WAREHOUSE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10-055 ISSUED 04/22/2010 05/06/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. * *continued on next page ** doc: Cond -10/06 M10 -055 Printed: 05 -06 -2010 • I 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: Frkot._LA_---e------ tis /e-ise Date: /0'7/0 ordinances governing or local laws regulating doc: Cond -10/06 M10 -055 Printed: 05 -06 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit No. 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.: 2623049011 Site Address: 16971 Southcenter Pkwy, Tukwila WA 98188 Tenant Name: MEN'S WAREHOUSE - TUKWILA Suite Number: New Tenant: Property Owners Name: Schofield LP Floor: ❑ Yes 0 ..No Mailing Address: 911 Main Street Ste. #1500 Kansas City MO 64105 City State Zip CONTACT PERSON Who do we contact when your permit is ready to be issued Name: Darla Doll Day Telephone: (206) 768 -4278 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 State E -Mail Address: darla.doll @macmiller.com City Zip Fax Number: MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Contact Person: Chris Lee E -Mail Address: chris.lee @macmiller.com Contractor Registration Number: MACDOFS980RU City State Zip Day Telephone: (206) 768 -4266 Fax Number: Expiration Date: 12/31/2009 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: MacDonald - Miller Facility Solutions Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Contact Person: Chris Lee E -Mail Address: chris.lee @macmiller.com H:\Applications\Porms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh City State Zip Day Telephone: (206) 768 -4266 Fax Number: Page 1 of 2 Valuation of Project (contractor's bid price): $ 6,464 Scope of Work (please provide detailed information): Replace (1) gas -heat packaged rooftop NC unit. Use: Residential: New Commercial: New Replacement Replacement Fuel Type: Electric ❑ Gas ® Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig /Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 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. B gILWNCER OR MJTHG T Si nature. [ice Print Name: DARLA DOLL Mailing Address: 7717 DETROIT AVE SW Date: 04/22/2010 Day Telephone: (206) 768 4278 SEATTLE WA 98106 City State Zip Date Application Accepted: l v��_ L ,l Date Application Expires: I /, _ .\ Staff Initials: H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 2 of 2 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 Parcel No.: 2623049011 Permit Number: M10 -055 Address: 16971 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 04/22/2010 Applicant: MENS WAREHOUSE Issue Date: Receipt No.: R10 -00687 Payment Amount: $264.81 Initials: WER Payment Date: 04/22/2010 02:04 PM User ID: 1655 Balance: $0.00 Payee: MACDONALD MILLER TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2456 264.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 211.85 000.345.830 52.96 Total: $264.81 PAY , °E RECEIVE T doc: Receipt -06 Printed: 04 -22 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /ylfi✓S w,4Rff/�'S F Type of Inspection: /AvA / Address: / b 9 7/ -sl,,' ,,,�,�,•'`�"� Date Called: Special Instructions: o 411977 -D1 Date Wanted: r'a.Fnj • • Requester: Phone No: .=2o6 - .75/ -e //e YlApproved per applicable codes. El Corrections required prior to approval. COMMENTS: /MO -%,.1 - 140/11/-e% lili 54fd &e- Sharr 60rAlA/ — /as4 , /1! pe9c,,",4 flew? /Se MA.. 4 / / r J \ Inspecto -/o ...o.! I REINSPECTION FEE RE UIRED. Prior to inspection, fee must be •ai at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Re • t No.: 'Date: INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit C4.1 IM i o -055 PERMIT NO i (206)431 -3670 Pr ect: Type of Inspec 'on: Aiax Address :] to1li S6 f Date Called: Special Instructions: r, I-,Ave e fLAA.I 4 ,i it: ( Ai ( e Date Wanted: may„ `7 - ( '(J p.m. Requester: Phone N;:6 -It `al i8 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t i4.-€-- scii,e_iSt .(c --mss d-.1 se:.17,-- , . ) 5 ez.--1-;‘ '7-7,14e Mto P. - r, I-,Ave e fLAA.I 4 ,i it: ( Ai ( e -4 n4 A7--- •� is ?e -r ; .3.-I, w J 1 ,i-C-1— , pe 0 .4A.i e,t- h,6 A-e 20 ....c Fce- S k-,a-' L r r, eti.r , j 1 A t 1. J ./V Inspector: El . $60.00 REINSPECTION FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: la 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 REVIEWED FOR STRUCTURAL CALCULATIONS CODE COMPLIANCE PP EV"E y .,r ..:trtOt" MAY 0 3 2010 �� " FOR pertnittio. HENS INAREHOUSE MECHANICAL ROOF TOP SUPPORT TUKYVILA, WASHINGTON City of Tukwila BUILDING DIVISIni\I PREPARED BY PCS STRUCTURAL SOLUTIONS APRIL 20, 2010 10 -231 M iO- 0 ss RECEIVED APR 2 2 2010 PERMIT CENTER MECH. UNIT MECH. CURB ADAPTER - ATTACH TO EXIST. GURB W/ GALV. #IO SCREWS AT 12" O.G. EXIST. CURB EXIST. SHT'G EXIST. TRUSS SECTION 1"= I'-0" •:111 PCS 1 Project: JZ-iil� (k/a- tLV0- Subject: Sheet. of Structural Solutions Originating Office: ❑ Seattle Tacoma tJpr-r To S€ +e_kal c - 351-1. Kink 145 SVG+rb `f.Y4X.V 2.0 0P Oa Job No- - 23' Name. LAIik Date- If'��'�� 35 b 11/4T { Seattle I 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.2923076 Tacoma I 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 www.pcs - structural.com PCS Structural Solutions Job Number = 10 -237 Date = 19- Apr -10 Name = LAH Design Criteria = ASCE 7 -05, IBC 2006 Unit Weight, Wp = 606 lb Existing Unit Weight = 835 lb Roof Dead = Roof Snow = 20 psf 25 psf Project = 3 Men's Warehouse - Mechanical Roof Top Unit Support _ /3 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 ASCE 7, Table 13.5 -1 ASCE 7, Sec. 13.1.3 ASCE 7, Table 13.5 -1 height of attachment total of height of bld'g 4t1 Fp = 0.4 *Sps *(Ip/Rp) *ap *Wp *[1 +2 *z /h] = Fp max = 1•6 *Sps *Ip *Wp = Fp min = 0.3 *Sps *Ip *Wp = Sps = 1 ap = 2.5 Ip = 1 Rp = 2.5 z = 18.0 ft h = 18.0 ft 727 lb -1"--- C...04 14 970 lb 182 lb ' — *to saw.) tz o,c... '�fvl►'l. `ex1S1-10(2 4)69 4 c..vhp 049 #2.a SkC.)43 o. joitt` ,1.72_713:).. (,4 3 Sys dr1/4)14vin., OtAlc tS C-v 4 o■ 24Q, ft- ( ISI. oCotPH oN 2.: 41 W\ci II..s1 I'44 folty.4, 601 DA Zb1/4k OW3 M,- I &.,5ro r ti`;;., .te.... 2- e I i° % L% tmat-o44.. aPI Oho MME' Vv .. $ 4 1, n v 3% Sao , 6c. ,,.c. c'14." Joy c sup c_dokiroit General Data 5 TON DOWNFLOW Table 2 General Data 'v YCD060A3-L YGD000A1•L YGDOBOA4L YCD080AW . YCOO60A141 YCDO60A3 -H YCD060A4H YCD060AW'H General Data Cooling Performance' Gross Cooling Capacity A.R.I. Net Cooling Capacity EER /SEER' Nominal Clm. System Kw A.R.I, Sound Rating 1881.51' 83,600 61.000 8.45/9.00 2000 7.21 8.8 62,600 60,000 8,55/9.00 2000 7.02 8.8 62,600 60.000 8.65/9.00 2000 6.93 8.8 83,600 61,000 8.45/9,00 2000 7.21 8.8 62,600 60,000 8.55/9,00 2000 7.02 8.8 62,600 60,000 8.55/9.00 2000 7.02 8,8 Heating Performance' Heating Input. (Stub) Heating OutputlBtuh) AFUE %' No Burners No. Stages 90.000 71,000 80 90.000 71,000 80 90,000 71,000 80 135,000 102,000 77 135.000 102,000 77 135,000 102.000 77 1 1 Gas Connection pipe Site (in.) .50 .50 .50 .50 .50 ,50 Compressor -No. /Type 1(Climatuff"' 1 /C imatutt'"" 1 /Clrmatuff 'm 1 /Climatufft"' 1 /Climetuffr' 1 /Climatuffr"z Indoor Coil-Type Tube Size tin.) Face Area:(Sq. Ft.) Rowe/FPl Refrigerant Control Drain Conn. Size fin.) Plate Fin .375 6.33 2/16 Capillary Tube 35" PVC Plate Fin .375 6.33 2/15 Capillary Tube Y." PVC Plate Fin 375 6.33 2!15 Capillary Tube %" PVC Plate Fin .375 6.33 2/16 Capillary Tube 3S" PVC Plate Fin Plate Fin 375 .375 6.33 6.33 2/15 2/15 Capillary Tube Capillary Tube % " PVC % "PVC Outdoor Coil -Type Tube Size iin.l IODI Face Area (Sq. Ft.) Rows /FPI Plate Fin .375 10.11 2/16 Plate Fin 375 8.17 2/16 Plate Fin 375 8.17 2'16 Plate Fin .375 10,11 2/16 Plate Fin Plate Fin 375 .375 8.17 8.17 2/16 2/16 Indoor Fan- Type Motor Hp- Std. /Oversized Drive/Speed INo.) No. Used Dia. x Width tin .l Motor Rpm Frame Size. FC Centrifugal .60/.75 Direct '2 1 12.9 850 48 FC Centrifugal 601.75 Direct 2 1 12,9 850 48 FC Centrifugal .601.75 Direct/2 1 12 ,x 9 850 48 FC Centrifugal .60/.75 Direct /2 1 12.9 850 48 PC Centrifugal FC Centrifugal .60/.75 .60/.75 Direct /2 Direct/2 1 1 12x9 12x9 850 850 48 48 Outdoor Fan -Type No. Used -Dia. Ifni Drve /Speed (N0.) C1m' No. Motors -Hp Rpm Propeller 1/24 Direct') 4.500 11.50 1,075 Propeller 1/24 Direct/ 1 4.000 11.40 1.075 Propeller 1,24 Direct /1 4,000 1 • .40 1,075 Propeller 1124 Direct/1 4,500 1/.50 1,075 Propeller Propeller 1/24 1/24 Direct/1 Direct/1 4,000 4,000 1/.40 1/.40 1,075 1,075 Filters- Type /Furnished? No. /Size Recommended Throwaway/Yes (2120x25. 1 Throwaway /Yes 12)20x25n1 Throwaway/Yes Throwaway/Yes 121 20x25x1 12) 20x25. t Throwaway /Yes Throwaway /Yes (2)20.25x1 (2)20x 25x1 Refrigerant Charge (Lbs. of R -22)' 8.0 6.9 6.9 8.0 6.9 6.9 Dimensions Crated On.) 37.3H/50.8W/85 5D 37.3H/60.8W/85.5D 37.3H/60.8W/85.5D 37.3H/50,8W/85.5D 37.3H/50.8W/85.5D 37.3H/50.8W/85.50 Weight Shipping (Lbs.) 816 Net Vbs.) 613 808 808 819 606 606 617 812 610 612 610 NOTES: Tt JN�AI' 1. At 95 ambient. 80 F entering dry bulb, 67 F entering wet bulb and ..norrtu nei cfmirsted. A. R.1. rating fm is t a same as nominal efm for this product. Gross capacity does not include the effect of tan motor heat. A.R.I. capacity is net arid includes the ellect of fan motor heat. Cfm operating range. t 20 of nominal elm. Rated in accordance with A:R.I. Standard 210. 2. Limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet. ratings should be reduced at the rate of 49e tor each 1000 feet above set level: 3. Rated in accordance with DOE test procedure. 4; Rated In accordance with A.R.I. Standard 210. 5. Std. air-dry coil outdoor. 6. Approximate value. for more precisevelue, see unrtnamepite and service instructions 16971 Southcenter parkway tukwila, WA - Google Maps Address maps Get Directions My Maps Page 1 of 1 To see all the details that;ai a vi5i51e an` the scceen,use the "Pint" link next to the map. Pitt Send. Link http: / /maps.google.com /maps ?h1= en&tab =w1 4/15/2010 16971 Southcenter parkway tukwila, WA Google Maps Google maps Add' Get DUe2tichs MV Mack Page 1 of 1 %s0e ij,tl e'cekairs inas.a(e.v s(me oKpie 6eenuse•ti>$.'Pnnt� ank;r#:ti(Ae:map. e 'lehtt Lit http: / /maps:google.com/inaps ?1i1 =en &tab =w1 4/15/2010 1� SUBMITf FORM NO. 2554 -4P SUBMITTED TO: COMPANY. DRAWN BY: JOB NAME' EQUIPMENT. NOTES: NEW CARRIER UNITS: (CAR -537) 4861004 487F OM 46W 005 487F 008 4804 006 4816007 4804 007 4814004 480J 008 43TJ 005 480. - 006 487:1006 450.1E 006 48TJ 007 48046 006 45114 004 48116 003 4874005 4831E 004 4514 000 4814E 005 4814 007 48HE 666 500J 004 4831.1006 000.1005 6aJ 004 eau orbs MLA ore 60.1 CO7 500J004 500J 005 6001 006 6070004 6010006 6010006 50TCC07 50TFF0O4 607FF 005 48341005 6004 006 601FF CO3 4801 QOW 007 66166007 483L1007 500J 006 60160 034 481.J 034 6048053 00160/65 481.1005 801E004 sorrows 48u 008 ammo 60160007 481J 007 6011E 006 077J004 14 481.01 roe 053160003 sou cos 483.30 ale 501E0 004 50TJ 008 44.ID 007 501E0 005 607J 007 4814E004 501E0006607J0004 481.1E 006 6041 004 607J0 006 481.1E 006 600008 5177.10 000 48U6007 60U05e 60140007 48T0004 5030007 5014004 4870 006 6014.10 004 5011400! 48TC alb 00W005 6074 010 4870607 60440003 601001 487F 004 DOW 037 EXISTING TRANE UNITS: (TRN -544) TCD 038C TCD 037C TCD 048C TCD 0480 TCD 060C WCD 036C WCD 0480 WCD 060C YCD 036A YCD 036C YCD 037C YCD 048A YCD 0480 YCD 049C YCD 060A YCD 060C Intonation Curb Adaptor • To arty that the crab adaptor shown on 1Na page is the carted adaptor Fe for you job be ems fie Mang crab is the acme site as the dtrrsaials • prodded. (The bottom dimension of cub adaptor are largo than edam . crab wade amnion.) • Before new N17AC unit is set In pleas, Inspect structural stabiOty of mdsting • crab and builafire rod load capability. Reinforce C reputed. • AO crab adapt=s 1110 Increase the systems eldenY Watt pressure and must • be Included wren lstlalatlng unit raqudamsnts. • Curb adaptors aka designed to oltedr man esletlng curb M5M Yde 6 aide duct asnnectione. The crab adaptor le not destoned for use with concentric dud cbntlguret on. • No cotedagbns ere available for fide product. Fora calculated product please contact factory for pert number, prldng, and lead tore. • Please ceded factory for more detaled dimanelonal hlonnefion if required. Beams are based on standard factory dimensions, and may dtl(er In the new. 1.750 TYP. 4x 12.000 atures: Fully assembled curb adaptor. Includes Internal duct transitions. Internally Insulated with 1' - 1.5' lb Insulation. Gasketing package provided. Adaptor pans and supports provided / field Installed Approximate adaptor weight: 225 LBS Part Number. 0823-1800 -DT T316 DOCINDR16TH! PROPERIYCP 10CROMETLCORPOMTa1 AND IS DELIVERED UPON EXPRESS CONORaN THAT THE CONTENT•WILL NOT E! 0 traneeDORDBE0 WmpUT MICROMERw 83TTEN CONSENT WCRONaTL CORR 6036110R1N 811ADDANDA4ENUE, SUITE 000. INDIANAPOLIS. w 4220. 14004102402 — 440R0En. Man - 000 SOUTHERN MAY. SnUe8, NV 63431.1!004044582 12 SUBMITTAL Project The Men's Wearhouse 2688 Tukwila, WA Date 9.1.09 Matt Cook, LEED®AP Carrier National Accounts 704.599.4550 x4001 Matt.Cook@carrier.utc.com (( 5:,0 13 50 27-S 135 Dt� bolt -- Project: —Untitled1 Prepared By: Unit Report For RTU -1 09/01/2009 11:13PM Unit Parameters Unit Model: 48HJD006-- -6 -RHV Unit Size: 006 (5 Tons) Volts- Phase - Hertz: 460 -3 -60 Heating Type: Gas Duct Cfg: Vertical Supply / Vertical Return Heating Capacity: Low Heat Lines and Filters Gas Line Size' 1/2 Condensate Drain Line Size' 3/4 in. Return Air Filter Type: Throwaway Return Air Filter Quantity: 2 Return Air Filler Size: 16x25x2 Unit Configuration Standard Electro- Mechanical Controls Standard Motor Cond & Evap Al/Cu Return Air Smoke Detector Powered 115 Volt Convenience Outlet EconoMi$er IV (Vertical Discharge Only). Warranty Information First Year - Parts Only (Standard) Dimensions (ft. in.) & Weight (lb.) Unit Length. 6' 2" Unit Width: 3' 9" Unit Height' 2' 9" Base Unit Weight 610 lb Weights and Dimensions are approximate. Weight does not Include roof curbs, unit padcaging, field installed accessories or factory Installed options. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. No optional warranties were selected. NOTE: Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 1 48HJD006- -6-RHV Rooftop Unit Base Unit Standard Electro- Mechanical Controls Standard Motor Cond & Evap Al/Cu Return Air Smoke Detector Powered 115 Volt Convenience Outlet EconoMi$er IV (Vertical Discharge Only). Accessories CRHAILGD005A00 Condenser Coil Hail Guard Assembly 1 Packaged Rooftop Builder 1.19k Page 2 of 6 Project: — Untitledl Prepared By. Unit Report For RTU -1 09/01/2009 11:13PM Unit Parameters Unit Model: 48HJD006 -6-RHV Unit Size: 008 (5 Tons) Volts- Phase -Hertz 460-3-60 Heating Type: Gas Duct Cfg: Vertical Supply / Vertical Return Heating Capacity: Low Heat Lines and Filters Gas Line Sae: 112 Condensate Drain Line Sae' 3/4 In. Return Air Filter Type: Throwaway Return Air Filter Quantity. 2 Return Air Filter Size: 16x25x2 Unit Configuration Standard Electro- Mechanical Controls Standard Motor Cond & Evap Al/Cu Return Air Smoke Detector Powered 115 Volt Convenience Outlet EconoMi$er IV (Vertical Discharge Only). Dimensions (ft. In.) & Weight (lb.) "* Unit Length' 6' 2" Unit Width' 3' 9" Unit Height 2' 9" Base Unit Weight 610 lb "" weights and Dimensions are approximate. weight does not Include roof curbs, unit packaging, field Instated accessories or factory Instated options. Approtmate dimensions are provided primarily for edpping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Warranty Information First Year - Parts Only (Standard) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering information Part Number Description Quantity 48HJD006— 6-RHV Rooftop Unit 1 Base Unit Standard Elect o- Mechanical Controls Standard Motor Cond & Evap Al/Cu Return Air Smoke Detector Powered 115 Volt Convenience Outlet EconoMl$er IV (Vertical Discharge Only). Accessories CRHAILGD005A00 Condenser Coll Hall Guard Assembly 1 Packaged Rooftop Builder 1.19k Page 2 of 6 Protect - UnUtledl Prepared By Certified Drawing for RTU -1 09/01/2009 11:13PM Packaged Rooftop Builder 1.19k Page 3 of 6 is inilTlIOLO91ES o — ••"1r--•• eue lig • Wt i G .Jl am. r• . n: IL M Y NIIOI FOA ONT. F ■K3_ 116IYI lL`NI 1111. I',1 I 9 9. y III �:^ � �. 9 ;" y — j =� 4060 004 D O El EU��6'7 F7LIm �tE7� tall MN E�im osom -on l IIIO1 Fuca C� ©Mltt••NM�CM Ell ®�lG•I� NUM MI I= OEM C M NE1u1ILu EMI CFI I=MN■ ai n m L r: ^_ir.'�.. M .0.1 1=1 GiItnh uO1111111•f• 1 Id 81.11 at "`1' R 7_,C01.21 '%I ' fl RAMC n• 1 �n nVmCI :A =_i1.: Ymroor �© Mill t�l�� ®��If ©EI0 ®mE U=IMIf1 a -. wmomnol t - - ©OfBE EN1t�IE1�•��m ®fII1�C5i1a 1 ROMS 011101 104 I� / 1. mMIYIO! IY 1 1 ME El NILLe[IFAS ra. p 111,1yf 1Gi: .111 5r L 0mnr, or noun. REAR o. 63> nom= or Irz ns. ,IuIv mIl .12[37 F COL 4. itIVIIIIMIMO �• 1e1i _ ur 2^010 oI u" ®rut m BOOOEM IYm LAG Y rao 60101111003 m. FA , C= =■f! 6 1 CLEINrQ LAICAL 0610 OR JWI)i2W1 MO WM. "4-..\.:r Lr mo/] IO I vii s-s Ilia,. 26 . w :Y{I. o; }r To 010101102 %MOR1 O1G NIT IeNO u To Amnor2 wow ora Nor ~~ RAE OEf . n. �`I . J �•_ �\ � I C •e •- wir+ RIGHT SIDE L%T SIDE ±. 1 1 e' 'oI I Ny w I I k Yl - --, o... .o tw no• .n i t /. •i 3 mciem FYI 3 IL PER �L' VI WEL 1OA COL OI AII�I4 M. moo, etYaM 1110 I. 10@11 VAL I OLEO ' I 1 •-0 v.• L� 10210 4 (I�i71 r w:iY ovu .__ 1 II IAF0.r INV 201101 1 `o® vlr .I. IA Yo •yNp� y►,�p� LpIINy ply, �� III �G A NIIUNlaUNL 9YPL7'IO YETNY BO 0 IImG•Yell tK I ' 0 1 •• Lr SPILT AIR 1.1 Id .A1 /WOW! oarsman 11110 is I1�. 1. xeorid[Fr±i l 3ws ' S I 7. I n 1.4 �9 I ` 11 .7T7 • % 1Q,! . o IjJ()' `" ... _1 LIr tGrteY �Il L A • vYnl.n Ino Or Cnor ry 14•ma na IYs.,. �{ CAG ro� �E 1p�a tlWff®iC3•OL A ~ 3olnrJ ...tar_ 1•a 1111 1 111 1. 1L�L �ll�p p� 7� 1.7-tml V alol 1OffIN V Tll0. Y6. F0'IS ,��v-- 71L1/IEr' EQCIAi _tare Iv Gw�6} . , .,, r `- -Sufic_.. LM.n NY- 1' r Ain /milOYbE F0.1Fi9 "'wan= IA16 1I/1111. l INYIIID > FACTORY /OLIO NUN. Sr^ -^' f I IYm FY6 1 Tia°IN t ffil . I •. [n mmoNm- 6 I A inr 71 C� % -- ` -, .m IT III _ La•ay1 I O•w tI .r 02:10 r17e' �p•o -- — _ Elt�__ +II na erg Pecs C. Q� r-. r t11Lm y yrO ri Inr —rvi31 v 411 UM LOTS / ri Wei 1 IVI 1t JOZ ra I7nr Ilt m fl All V t •flU 10700! I I GHT SIDE Nm, 02100022E CAM - J V any nom \ 11_ Q1a N•a �p1• n� p rm LEFT SIDE Ct7an377� FRONT Ln+l NYm Packaged Rooftop Builder 1.19k Page 3 of 6 is (b Project: — Untitied1 Prepared By Performance Summary For RTU -1 09/012009 11:13PM Part Number:48HJDOO6- -6-RHV ARI SEER: 13.00 Base Unit Weight 610 lb Base Unit Dimensions Unit Length: 73.7 in Unit Width- 45.0 In Unit Height 33.3 In Unit Voltage- Phase -Hertz 460 -3-60 Air Discharge- Vertical Fan Drive Type- Belt Actual Airflow 1950 CFM Site Altitude: 449 ft Cooling Performance Condenser Entering Air DB: 85.0 F Evaporator Entering Air DB: 77.9 F Evaporator Entering Air WB: 64.2 F Entering Air Enthalpy 29.54 BTU/lb Evaporator Leaving Air DB: 55.1 F Evaporator Leaving Air WB: 53.3 F Evaporator Leaving Alr Enthalpy: 22.32 BTU/lb Gross Cooling Capacity: 62.36 MBH Gross Sensible Capacity: 47.39 MBH Compressor Power input 3.94 kW Coil Bypass Factor: 0.106 Mixed Air Outdoor Air Airflow: 420 CFM Outdoor Air DB- 85.0 F Outdoor Air WB: 65.0 F Outdoor Air Htg. Temp.: 23.0 F Return Air DB: 76.0 F Return Air WB: 64.0 F Return Air Htg. Temp • 70.0 F Heating Performance Heating Airflow:. 1950 CFM Entering Alr Temp: 59.9 F Leaving Air Temp: 88.4 F Gas Input Capacity 50.0 / 72.0 MBH Gas Heating Capacity 59.04 MBH Temperature Rise' 28.5 F NOTE: Second Stage Supply Fan External Static Pressure: 0.60 In wg Options / Accessories Static Pressure EconoMi$erlV I EconoMi$er2 0.11 in wg Total External Static: 0.61 In wg Fan RPM: 1234 Fan Power: 1.13 BHP Electrical Data Minimum Voltage- 414 Maximum Voltage- 508 Compressor RLA (ea)* 9 Compressor LRA (ea) 62 Packaged Rooftop Builder 1.19k Page 4 of 6 Project: - Untitled1 Prepared By. Performance Summary For RTU -1 09/01/2009 11:13PM Outdoor Fan FLA (ea): 0.8 Indoor Fan Motor Type: Standard IFM Max. Continuous BHP: 2.4 Indoor Fan Motor FLA: 2.6 Combustion Fan Motor FLA (ea). 0.3 Power Supply MCA: 17.4 Power Supply MOCP (Fuse or HACR)• 20 Min. Unit Disconnect FLA 17 Min. Unit Disconnect LRA• 87 Electrical Convenience Outlet Yes Acoustics Sound Rating. 80.0 db Sound Power Levels, db re 10E -12 Watts Discharge inlet Outdoor 83 Hz 87.3 87.1 59.1 125 Hz 82.4 79.3 68.9 250 Hz 75.1 66.2 68.7 500 Hz 70.8 63.6 71.9 1000 Hz 67.4 83.0 74.0 2000 Hz 61.7 57.0 68.9 4000 Hz 63.5 52.8 85.7 8000 Hz 59.1 45.4 59.0 A- Weighted 74.3 69.0 76.9 Packaged Rooftop Builder 1.19k Page 5 of 6 Project: — Untitled1 Prepared By Performance Summary For RTU -1 09/01/2009 11:13PM 20 1.8 1.8 s1.0 o 0.8 0.6 0.4 0.2 0.0 Fan Curve .° RPM LI I Mil 11=11 M.' II I 111111111■1111BM MAIM MORISSIMI mummunantemisi 111111PME16..Ailientill 00 03 06 09 1.2 15 1.8 2.1 24 27 Airflow (CFM - thousands) RPM =1234 BHP =1.13 Maximum RPM =1466 Maximum HP = 2.40 Note: Please contact application engineering for selections outside the shaded region. SC - System Curve RP - Rated Point Packaged Rooftop Builder 1.19k Page 6 of 6 Full Length Uniform Loads Title : Dsgnr: Description : Scope : I, Job # I @1 >2&A.T, Date: 3:03PM, 19 APR 10 Rev: 580000 User: KW -0600843, Ver 5.8.0. 1-Dec -2003 _ (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 mens warehouse.ecw:Calculations Description Existing Girder Beam w/ new point load e-1coS General Information Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined 1 Section Name 8.75x33 Beam Width 8.750 in Beam Depth 33.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.150 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 35.00 ft Lu ft Lu ft Lu 2,400.0 psi 240.0 psi 625.0 psi 1,800.0 ksi 2.66 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 700.00 #/ft #/ft #/ft LL LL LL 875.00 #/ft #/ft #/ft Point Loads I Dead Load Live Load ...distance Summary 835.0 lbs lbs 17.500 ft lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Span= 35.00ft, Beam Width = 8.750in x Depth = 33.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,958.72 psi Fb 2,239.89 psi Beam Design OK 0.874 : 1 259.2 k -ft Maximum Shear * 1.5 37.2 k 296.4 k -ft Allowable 79.7 k 259.22 k -ft at 17.500 ft Shear: @ Left 29.21 k 0.00 k -ft at 35.000 ft @ Right 29.21 k 0.00 k -ft 0.00 k -ft 296.44 fv 129.00 psi Fv 276.00 psi Reactions... Left DL Right DL Camber: @ Left 0.000 in @ Center 0.868 in @ Right 0.000 in 13.90 k 13.90 k Max 29.21 k Max 29.21 k Deflections Center Span... Deflection ...Location Dead Load -0.579 in 17.500 ft Total Load Left Cantilever... Dead Load Total Load -1.205 in Deflection 0.000 in 0.000 in 17.500 ft ...Length /Defl 0.0 0.0 ...Length /Defl 725.8 348.56 Right Cantilever... Camber ( using 1.5 * D.L. Deft ) ... Deflection @ Center 0.868 in ...Length /Defl @ Left 0.000 in @ Right 0.000 in 0.000 in 0.000 in 0.0 0.0 1 Title : Dsgnr: Description : Scope: G., Job # 1 @' >2&Aa?, Date: 3:03PM, 19 APR 10 Rev: 580000 User. KW-0600643, Ver 5.8.0, 1-Dec -2003 _ (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 mens warehouse.ecw:Catculations Description Existing Girder Beam w/ new point Toad _Stress Calcs Bending Analysis Ck 20.711 Le Cv 0.814 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 5.477 ft 5.324 Max Moment 259.22 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 37.25 k 134.957 in2 276.00 psi 29.21 k 29.21 k Sxx 1,588.125 in3 CI 0.997 Sxx Reci'd 1,388.77 in3 0.00 in3 0.00 in3 @ Right Support 37.25 k 134.957 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Area 288.750 in2 Allowable fb 2,239.89 psi 2,246.77 psi 2,246.77 psi 5.341 in 5.341 in Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 29.21 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in PLAN REVIEW /ROUTING SLIP ArTIVITY NUMBER: M10 -055 DATE: 04 -22 -10 PF.DJECT NAME: MENS WAREHOUSE SITE ADDRESS: 16971 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEP' RTMENTS: 'vision F1 Publ • Works ti/4- ire Prevention Structural 0 Planning Division ❑ Permit Coordinator DET' COMPLETENESS: (Tues., Thurs.) Corr ate Incomplete DUE DATE: 04 -27 -10 Not Applicable Com •ants: Perna • Center Use • INCC LETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Depa• its do' ^rmined nc )mplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUE' 'HU!'S RCUTING: Pleas Route Structural Review Required REV:-WER'S IN IALS: APF ROVALS Or CORRECTIONS: Approved Approved with Conditions Not..'i' is RE`. 'JER 3 IN: IALS: DATE: No further Review Required DATE: DUE DATE: 05-25 -10 Not Approved (attach comments) Perr t ntnr ; a O ' COR t. ;TIOt. LET • R MAILED: Depa• •ts i ed cc' ctions: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DOCUn •its/ outing shp.doc 2 -28 -C Contractors or Tradespeople Peter Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEI 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 Macdonald /Miller Fac Sol Inc UBI No. 602254260 Phone 2067684180 Status Active Address Po Box 47983 License No. MACDOFS980RU Suite /Apt. License Type Construction Contractor City Seattle Effective Date 12/31/2002 State Wa Expiration Date 12/31/2010 Zip 98106 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company iated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIVCOI *988RC Divco Incorporation Construction Contractor General Unused 12/3/2002 11/7/2010 Active MACDOMR026RU Macdonald Miller Rsdntl Inc Construction Contractor Unused General 12/31/.1998 12/31/2001 Archived MACDOMR076OP Macdonald Miller Residential Construction Contractor General Unused 9/17/1993 12/30/1998 Archived DIVCOEC188LC Divco Energy Control Company Construction Contractor General Unused 6/3/1982 5/26/1997 Archived MACDOM *248J9 Macdonald Miller Co Construction Contractor General Unused 4/29/1976 2/1/2002 Archived ENCOMMS984CA Encompass Mechanical Services Construction Contractor General Unused 2/1/2002 2/1 /2004 Expired LINFOAR980QG Linford Air ItAmp; Refrigertn Inc Construction Contractor General Unused 11/7/2002 11/7/2004 Inactive DIVCOI *031L4 Divco Inc Construction Contractor General Unused 6/24/1997 8/1/2003 Relicensed Business Owner Information Name Role Effective Date Expiration Date Turley, Douglas Chief Executive Officer 02/13/2008 Turley, Douglas Chief Operating Officer 02/13/2008 Sigmund, Fredric President 12/31/2002 Hack, Richard Secretary 02/13/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 05/06/2010 2010 8:36:42 AM Thursday, April 22, SYMBOL DESCRIPTION - POWERED 1 1/2 HOUR FIRE /SMOKE DAMPER: LOW VELOCITY, VERTICAL OR HORIZONTAL, 3 -V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 212 OR EQUAL. FSD- 1 FSD -2 FSD -3 FSD -4 FSD -5 FSD- 6 SD -1 SD -2 MD -1 MD -2 SCD -1 1 1/2 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 312 OR EQUAL. 3 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR HORIZONTAL, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 231 OR EQUAL. 3 HOUR FIRE /SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL OR HORIZONTAL, AIR FOLD BLADE, LEAKAGE CLASS 1, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 311 OR EQUAL. 1 1/2 HOUR TUNNEL CORRIDOR FIRE /SMOKE DAMPER: LOW VELOCITY, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK CFSD 212 -1 OR EQUAL. 1 1/2 HOUR OUT OF WALL FIRE /SMOKE DAMPER: LOW VELOCITY, VERTICAL , 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK OF SD 212 OR EQUAL. SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. MOTORIZED CONTROL DAMPER -LOW VELOCITY GREENHECK VCD -23 OR EQUAL. MOTORIZED CONTROL DAMPER: MEDIUM VELOCITY AIRFOIL BLADES GREENHECK VCD -33 OR EQUAL. SMOKE CONTROL MOTORIZED DAMPER: LOW VELOCITY GREENHECK SMD 202 OR EQUAL. SMOKE CONTROL MOTORIZED DAMPER: MEDIUM VELOCITY SCD -2 SC AIRFOIL BLADE, GREENHECK SMD 301 OR EQUAL. ACTUA TOR BY MECIHANCCA1, NTRACTOR, WIRI G B... ELECt E CA1 CONTRACTO n �.. «„ � r...;.,,; :w� ...F. .,,�, <; NOTES 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 3 4 1,2 1,2 SYMBOL FD -1 FD -2 FD -3 FD -4 FD -5 FD -4 BDD BAR DESCRIPTION -NON POWERED 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL , 165° F FUSABLE LINK,BLADE IN AIR STREAM, GREENHECK DFD 150 TYPE A OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 150 TYPE B OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 350 TYPE A OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, 3LADE OUT OF AIR STREAM, GREENHECK DFD 350 TYPE B OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: LON VELOCITY, NARROWLINE, VERTICAL - FOR INSTALLATION BETWEEN 2 TRANSFER GRILLES IN A WALL ASSEMBLY, 165° F FUSABLE LINK, GREENHECK DFD -110 OR EQUAL. CEILING RADIATION DAMPER: GREENHECK CRD -2 OR EQUAL. BACKDRAFT DAMPER: GREENHECK WD 330 (VERT) OR WD -100 (HORIZONTAL) OR EQUAL. BAROMETRIC RELIEF DAMPER: (.05 OPNG PRESSURE SHOWN) RUSKIN CBD2. NO SUBSTITUTE ALLOWED. VOLUME DAMPER: SHOP FABRICATED, IV /LOCKING QUADRANT. REVIEWED FOR CODE COMPLIANCE k,:k( 03 2010 City 0 lcwlla BUILDING DIVISION NOTES DESCRIPTION BARE SHEETMETAL SYMBOL 14x12 DESCRIPTION ROUND SHEETMETAL WRAPPED W/ INSULATION (2 ") SYMBOL 120W SOUNDLINE SHEETMETAL (1" LINING) SHEETMETAL WRAPPED W/ INSULATION (2 ") BARE ROUND SHEETMETAL 14x12SL CLEANROOM QUALITY DUCTWORK 14x12W 120 BARE FLAT OVAL SHEETMETAL FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 ") 14x12C 14x120 14x 120W EXPOSED QUALITY SHEETMETAL EXAMPLE OF NEW 14x12Q 14x12 DUCTBOARD (1" FIBERGLASS) EXAMPLE OF NOT IN CONTRACT (NIC) 14x12DB 14).12 EXAMPLE OF DEMO EXAMPLE OF EXISTING X X X X X FLEX DUCT ....... ............................... • 4X12 FLEX CONNECTOR SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical 18 Electrical Plumbing tg Gas Piping City of Tukwila 1 BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review feed S 168TH ST ce s 170TH ST STRANDER BLVD s 168111 ST PROJECT LOCATION VICINITY MAP NO SCALE 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2006 IMC AND WITH CURRENT SMACNA STANDARDS. 4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2006 WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-4.2 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-4.2 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R-4.3 MIN.). AIR DUCT (R-4.3 MIN.). 6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON- PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2006 IBC. 8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE /SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ". 12. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 13. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 14. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 15. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416. 16. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 17. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS:10 CFM /S.F. GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 18. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. TITLE PROJECT ENGINEER ACCOUNT MANAGER FITTING FOREMAN AIR BALANCE FIELD FOREMAN SHEET METAL FOREMAN ELECTRICAL FOREMAN FACILITIES DIRECTOR NAME CHRIS LEE ERRYN EDRINGTON JASON ZEMBRYCKI 1 ON LANDBERG CHRIS HOLLINGSWORTH ED ADAMS MARIAN BLANCHARD COMPANY MACDONALD MILLER, MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER PHONE NUMBER 206 - 768 -4266 253 - 798 -5080 206 - 768 -3860 206 - 571 -2661 206 -407 -2620 206 - 768 -3826 510 - 723 -8637 FAX NUMBER 206 - 768 -4267 253 -798 -5081 206 - 768 -3861 206 - 768 -3992 206 -407 -2621 REPLACE (1) GAS -HEAT PACKAGED ROOFTOP UNIT. INSTALL NEW ROOF CURB ADAPTER FOR REPLACEMENT UNIT. DISCONNECT AND RECONNECT ELECTRICAL SERVICE, GAS SERVICE, CONTROLS, AND CONDENSATE DRAIN. AIR BALANCE. NAME TITLE TM0.01 TM0.02 TM0.01 S TM2.02 TM3.01 SCHEDULES - HVAC SCHEDULES - HVAC SITE MAP - HVAC ROOF PLAN - HVAC ELEVATIONS - HVAC S klgOIN NAME TITLE 'EGALID ESCIt 1PTIIt APN# 2623049011 LEGAL DESCRIPTION: PORTION OF NE 1/4 OF SW 1/4 - BEGIN INTERSECTION OF N LINE OF S 765 FT OF NE 1/4 OF SW 1/4 WITH ELY MARGIN OF OVERAGE PARCEL OF PRIMARY STATE HIGHWAY NO 1 (SR 5) TH S 05 -09 -75 E 3.59 FT TH S 01 -20 -56 W 77.64 FT TH S 89 -52 -54 W 37.81 FT TH N 01 -07 -37 E 322.68 FT TAP 1005 FT N OF S LINE OF NE 1/4 OF SW 1/4 TH S 87 -55 -33 E 124.61 FT TH N 01 -04 -37 E 30 FT TAP 1035 FT N OF S LINE OF NE 1/4 OF SW 1/4 TH S 87 -55 -33 E 124.59 FT TO WESTERLY MARGIN OF SOUTHCENTER PARKWAY TH S 01 -04 -37 W 270.04 FT TO N LINE OF S 765 FT OF NE 1/4 OF SW 1/4 TH N 87 -55 -33 W 211.69 FT TO POB -- LOT 2 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO 90 -1 -BLA RECORDING NO 9009180510 FELE COPY Permit No. W "V CC 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: City Of Tukwila BUILDING DIVISION RECEIVED APR 2 2 2010 PERMIT CENTER MIOO55 0 Co 0) (J) LI 0 O Z U 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 °1 N N I 4 0 I I I COC/ 0 Z Q I.1J wco <E°7;. J0°' V♦ wD� 1-- F- ENGINEER: C LEE (1) 0 0 1- m W 0_ 1<- EgfeTiMie Q W REVISIONS: 0 ( EXPIRES 7/6/1 LAST REVISED: 04 -22 -10 CHECKED BY: DATE PLOTTED: B GEZON 04 -22 -10 CAD: ISSUE DATE: P MILLER 04 -22 -10 DRAWING NUMBER: C -1636- 7306261 -00 SHEET NUMBER: TM0.01 Thursday, April 22, 2010 8:36:26 AM UNIT : RTU -6 SOUND POWER LEVELS PER ARI 270 DATA PROVIDE BY MANUFACTURER = 80 dBA DISTANCE BETWEEN EQUIPMENT AND NEAREST RECEIVER = 72' ESTIMATED SOUND LEVEL AT RECEIVER = 46 dBA ZONING OF RECEIVING AREA = TUK (EDNA CLASS B COMMERCIAL) ZONING OF PROPERTY = TUK (EDNA CLASS B COMMERCIAL) = ALLOWED NOISE LEVEL FOR NIGHT TIME CLASS B TO CLASS B ZONING = 60 dBA NOISE AT RECEIVER IS BELOW LEVELS ALLOWED BY WAC 173 -60. PIPING NATURAL GAS SIZE 1/2" - 2" PIPING MATERIAL SCHEDULE: MATE RIAL SCH 40 BLK STL ASTM A53 A OR B JOINT THREADED, FLANGED, SOCKET WELDED 2 -1/2" - 10" SCH 40 BLK STL ASTM A53 A OR B BUTT WELDED FLANGED, ANC IN$ULATIC?N AND • • OF$OQRLESS MERtt tNEULATIONS riIICH 4 0I MOvABLE t ACED t $ULATtO PRCVIDE A1..UMINtJM ,iA KET ECM ALL. IIVSUI. VERINGS SHALL HAVEAN AS: MOKI= DEVELOP GKEMATIO.AN COORCIINA E SE IRAT'INGS I A' SE USED ASASUBSTI` ):OVEN ALL CONT OL VALVES, WHERE D PIPING OUTSIDI BUILDD tT.INAM • t7t? t OT SHOW EXA: �T ROUTING OIL EVERY OFFSET WIAiICH AY. BE REQt I ti »D SIT t:ALL OTHE i Ti IES A iii IS TO F r::ALL L EARAMCES.BEFtiI COM • MATERt t1 , METH ODS. AN INSTALLAT'CON SHALL COMPLY OF WASHIN TON AND LOCAL A THDfRI`T ES ALL PIPE SIDES t OTED ON DRAWINGS ARE MINIMUM! NGERS AND SUPPORTS ROR RIPI D .LOC RL AUT 'IORITIE3 PIPING PENETRATIONS 3F FIRE T II INTEGRITY AN RATING t F!'TH tlEil IMts -.04 7 i:}I AS AMENDED BY TH " STA NG SHALL BE I N ACCS Aga AMmom.ICY T#IE STATE CSI=. WA PROVIDE CHROME PLATT ESCUTCHEON PLATT SAT ALL: EXPOSED WALL AND G PROVIDE; SHUT` -OFF VALVES A ALL I=C tatRMEN 1` CONNEwCI1ON$ It G PENETRAT: NS PROVIDE UNION, GROOVED GR RLANO CON J • CT'tON :AIREAXP Al lEN1TF 1 PROVIDE: DIE1.,ECTRIC CONNECTIONS I ETWEEN DISSIMIL1A , IEr UTURE RE ....:l:iiiii<:.:[:i.:. rIT t N UNIT NO. RTU -6 MFG & MODEL NO. CARRIER 48HJD006 ' NOM I GAS HEATMBH TONS j INPUT I OUTPUT 5.0 72.0 59.0 CFM 1950 ESP 0.5 FAN BHP 1.2 OSA CFM 490 ARI SEER 13.0 IPLV ELECTRICAL VOLT/PH MCA 460/3 17.4 WT LBS 610 NOTES REPLACE EXISTING, 1 -3 CT TRY CONFIGUATION AND OPTIONS ER'TICAL SUPPLY ANC? RETURN CONFIG 4T ON' - RETURN AIR MOK DE T TO 995V/ IPH CONVENIENCE OUTL ...ROOF'. CURS ALAP' "ER 2'CD DENSE COIL HAIL GUAR ASSEMBL: DISCQNNE 'SAND RECONNECT ELECTRICAL SERVLC.E, CA,S SERVICE, CONTRO REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 3 2010 City of Tukwila BUILDING DIVI,Sinni i RECEIVED APR 2 2 2010 PERMIT CENTER 0 E 0 U) E U E L.L 0 co (3) 0 0 2 Z U EXPIRES 7/6/1 REVISIONS: 0 Q c N O I 0 ENGINEER: C LEE CHECKED BY: B GEZON CAD: P MILLER DRAWING NUMBER: C- 1636- 730626 SHEET NUMBER: 0) Z O N z 0 U 0) z 0 U 0 0 W 0) LAST REVISED: 04 -22 -10 DATE PLOTTED: 04 -22 -10 ISSUE DATE: 04 -22 -10 1 -00 TM0.02 (EXPIRES 7/6/1 0 NN N f Li I\ N RTU -6 UNIT : RTU -6 SOUND POWER LEVELS PER ARI 270 DATA PROVIDE BY MANUFACTURER = 80 dBA DISTANCE BETWEEN EQUIPMENT AND NEAREST RECEIVER = 72' ESTIMATED SOUND LEVEL AT RECEIVER = 46 dBA ZONING OF RECEIVING AREA = TUK (EDNA CLASS B COMMERCIAL) ZONING OF PROPERTY = TUK (EDNA CLASS B COMMERCIAL) ALLOWED NOISE LEVEL FOR NIGHT TIME CLASS B TO CLASS B ZONING= 60 dBA NOISE AT RECEIVER IS BELOW LEVELS ALLOWED BY WAC 173 -60. 472' -7" REVILWED FOR CODE COMPLIANCE !{,:Y 0 3 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 2 2 2010 PERMIT CENTER 1/64" = 11-0" M(O- 05 s O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REVISIONS: 1 1 1 1 1 1 1 1 1,j V cVc 0 0 0 0 w 0_ 1 1 1 1 1 1 1<- ENGINEER: C LEE co co co rn REVISIONS: z 0 U z 0 U 0 0 w LAST REVISED: 04 -22 -10 CHECKED BY: DATE PLOTTED: B GEZON 04 -22 -10 CAD: ISSUE DATE: P MILLER 04 -22 -10 DRAWING NUMBER: 0-1636- 7306261 -00 SHEET NUMBER: TM0.02S REVIEWED FOR CODE COMPLIANCE APPFInVED MAY 0 3 2010 City of Tukwila BUILDING DIVISIMI REPLACE RTU-6, INSTALL NEW CURB ADAPTER, DISCONNECT AND RECONNECT / EXISTING ELECTRICAL SERVICE, GAS SERVICE, AND CONDENSATE DRAIN LINE. RTU-6 (0 Thursday, April 22, SS' RECEIVED APR 22 2010 PERMIT CENTER 1/8" = r-0" s- a) co a) 0 0 2 —1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REVISIONS: 0 § < cLw 0 °) _ D z W D 17: 111 wco LIl I-- S ENGINEER: C LEE CHECKED BY: B GEZON CAD: P MILLER DRAWING NUMBER: z 0 z 0 0 LL 0 w LAST REVISED: 04-22-10 DATE PLOTTED: 04-22-10 ISSUE DATE: 04-22-10 C-1636-7306261-00 SHEET NUMBER: TM2.02 Thursday, April 22, 2010 8:37:22 AM REVIEWED FOR CODE COMPLIANCE APPROVE MAY 03 2010 City of Tukwila BUILDING DMSIniti RTU — 6 /PARAPET WALL ROOF RTU — 6 (NI 1 WEST BUILDING ELEVATION SCALE: 1 /8" = 1 '-0» /— PARAPET WALL ROOF r GRADE tA(0--0 5 SP 0 GRADE SOUTH BUILDING ELEVATION SCALE: 1 /8" = 1 —0" RECEIVED APR 2 2 2010 PERMIT CENTER 11111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I c1_1 0 0 0 bJ iiiiiiiI ENGINEER: C LEE CHECKED BY: DATE PLOTTED: B GEZON 04-22-10 CAD: ISSUE DATE: P MILLER 04-22-10 DRAWING NUMBER: 1636-7306261-00 SHEET NUMBER: CO CO co 0) •••••■••■ REVISIONS: z6i 0 z 0 0) z D 0 r2 0 u_ 0 LU (i) LAST REVISED: 04-22-10 TM3.01