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Permit M07-179 - VENT TECH
VENT TECH 816 INDUSTRY DR M07.179 Parcel No.: 2523049015 Address: Suite No: 816 INDUSTRY DR TUKW Tenant: Name: VENT TECH Address: 816 INDUSTRY DR , TUKWILA WA Owner: Name: WALTON CV/WA TUKWILA 1 LLC Address: 900 N MICHIGAN AVE #1900 , CHICAGO IL Contact Person: Name: PETER CRELLEY Address: PO BOX 33370 , SEATTLE WA Contractor: Name: PRO STAFF MECHANICAL INC Address: PO BOX 33370 , SEATTLE WA Contractor License No: PROSTMI072NG DESCRIPTION OF WORK: INSTALL NEW ROOFTOP PACKAGE UNIT WITH ASSOCIATED DUCTWORK Value of Mechanical: $8,000.00 Type of Fire Protection: Citaf Tukwila Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 1 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 doc: IMC -10/06 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 MECHANICAL PERMIT EOUIPMENT TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 361 -0071 Phone: 206 - 361 -0071 Expiration Date: 06/30/2008 M07 -179 08/24/2007 02/20/2008 Fees Collected: $246.53 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP /100,000 BTU 1 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30 -50 HP/1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 4 Thermostat 1 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M07 -179 Printed: 08 -24 -2007 Permit Center Authorized Signatur I hereby certify that I have read an governing this work will be complie The granting of this construction or the Signature: Print Name: doc: IMC-10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us it does not p ume to give authority to violate or cancel the provisions of any other state or local laws regulating c�of �� I am authorized to sign and obtain this mechanical permit. s permit and know the same to be true and correct. All provisions of law and ordinances e er specified herein or not. Permit Number: M07 -179 Issue Date: 08/24/2007 Permit Expires On: 02/20/2008 Date: OL[2Jt,i01 Date: 0 2- 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 suspende< or abandoned for a period of 180 days from the last inspection. M07 - 179 Printed: 08 -24 -2007 Parcel No.: 2523049015 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 816 INDUSTRY DR TUKW VENT TECH 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 5: Readily accessible access to roof mounted equipment is required. PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: M07 -179 ISSUED 08/15/2007 08/24/2007 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. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 12: 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. M07 -179 Printed: 08-24 -2007 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: doc: Cond -10/06 Print Name: ? n R_. C LL +=y Date: °, 7 ordinances governing or local laws regulating M07 -179 Printed: 08 -24 -2007 Site Address: 616 t ND vS rsZy Tenant Name: VENT TEC1 -k- Property Owners Name: TZtZEE Mailing Address: 631 STRAN'DE Q BL ST E C1 Pe fZ LIZE LLE Y Day Telephone: 206 — 361— 607 Mailing Address: L1. 13 �, X 333 S EATTt_E (A./ A p8 /33 City smote Zip ) - M a i l A d d r e s s : M E T E rZ & Fizz —S r f F F M , E C H 4 N /CAL . CO/11 Fax Number: ZO6 — 3 61_0114_ Name: R L CONTRA OR INTORMA C a c►rlanf rIlectani cl 4)for Company e: Mailing Address. Contact Person: E-Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E-Mail Address: ... ............................... OER Company Name: Mailing Address: Contact P iTE+ LZ` OF E- ddress: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.d.takwila.waus REO Q Toons- Appticetione On tue11 -2006 - rmnit Appl®tion.aoc evised 9 -2006 bh 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 ** King Co Assessor's Tax No.: 2 5 23 O49 D 15 $11111 be et stampe l Suite Number alb Tuvwt� t4 City City State Day Telephone: Fax Number: Expiration Da City state Zip Day Telephone: Fax Number: New Tenant: 0 Yes ❑ .. No City • Day Telephone: Fax Number: Floor: -iA t8I -E8 State Zi State zip Page 1 of 6 . IIaif Type- Qty:: lffm €'Type Qty:: Unit Type: Qty:::: .BiWeifQnnpressor_ Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU 2 Tal, Cif ri-e- ' Fnmace>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/Retig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator— Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: lPR0 ` STAF MECHJ N 1Cl9L //VC Mailing Address: R0 Sox 3 5 EAT TLE City State Zip Contact Person: f F T'F 2 CRE LL E Day Telephone: 206 -36 1 1)07- E-Mail Address: !�E fGR� PRV — 5 rAFF /VI Ecw1q N ICAC a I'Y Fax Number: ZD 6 36 1 — O y Z L Contractor Registration Number: P12 D S r n /072-N C-i Expiration Date: ‘/30/O �> Valuation of Mechanical work (contractor's bid price): $ 000 Scope of Work (please provide detailed information): INSr0 0.SSO C 1 t & fi e ('I vet. r 1n/ v IL. Use Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Q.wppf estimslF ® :- Aa,liemon. on r;ne13 -2006 - Permit Appl a ion4oc Revised: 9 nn new w A 78133 rowel-1. p kaki . lrtVtl p►. Z -11314 Fuel Type: Electric ❑ Gas ... Other: Indicate type of mechanical work being installed and the quantity below Page 4 of 6 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 flan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.32 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER' PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Expires: Date Application Accepted: N I 16 1 Mprrieamonararms-Applicatione On th.&3 -2006 - Pant Appli®tion.doc Revised 9 -2006 bh Staff Initials: Page 6 of 6 Parcel No.: 2523049015 Address: 816 INDUSTRY DR TUKW Suite No: Applicant: VENT TECH Receipt No.: R07 -01714 Initials: JEM User ID: 1165 Payee: PRO -STAFF MECHANICAL, INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES 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 Check 10445 246.53 Account Code Current Pmts 000/322.100 203.22 000/345.830 43.31 Total: $246.53 Permit Number: M07 -179 Status: PENDING Applied Date: 08/15/2007 Issue Date: Payment Amount: $246.53 Payment Date: 08/15/2007 02:36 PM Balance: $0.00 Amount 1593 08/15 0710 TOTAL 246.53 doc: Receiot -06 Printed: 08 -15 -2007 k Project: ' TfO,L-/ Type of Ins ectign: // `v'? / A 66 d ess: /6.7n t- /ris Ji Date Called: Special Instructions: P � _ �2 0 766 --S /0 -r9T y= Date Wanted: <2/240/08 p.m. Requester: Ph a No: _ d & - .5/0 'BUt_sU 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Me7/7, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION d 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / el)02, 7 P' i/ ( pli Date' ,z, —Z — "I' REINSPECTION frEE R UIRED. Prior to inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. t No.: 'Date: CO EN TS: 1 iI C i ;--,� /1,0 /v67 _ .41p /rv,'o A ess� __,z -- /v45/ 2. I4nic16 --,,u = 11(y) / t ) 7 / / (lei-J-11 p )-A{ / 11,, , I,/ 7( ( ' d ? /,fTh./ " VVp171 "- 1,l /2 / -sd1 Requester: Pho No: o � � /0 0 e _ 8 5 4--) 3 Projec ;: / /- / v / Type of I�r 5pection: i i F L ✓J A ess� __,z -- /v45/ Date Called: Special Instructions: Date W nted: �j -- Z J " D am. p•"'• Requester: Pho No: o � � /0 0 e _ 8 5 4--) 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. I spectcrA 'Receipt No.: I ° - 00 REINSPECTION E REQ RED. Prior to inspection, fee must be id at 6300 Southcenter : lvd., ite 100. Call the schedule reinspection. JDate: Project: /./ A/' h Type of Inspection: /dely -//v Address: / �'(/) g/ 6 ,,,/ -1� z) Date Called: Special Instructions: - li d . i — v n, j ' / 2c /1), „, M /,,,, d Date Waned: — 30 - p, Requester: . Pho a No: . C.. 6 - 3,13 - SC z '1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 97007 --- 179 PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: 4/td s ///)/ 3 ) ' k ./ "7,7 e .e_ 44 �A %0 , Mi ham l,�r` ��� J � / 4! '6 44 'Inspector: I ❑ Approved per applicable codes. $58.00 REINSPECT' ' N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: • 01 TN7t/S1 Q PRA ✓E PRO -STAFF Pro -Staff Mechanlcall, Inc. Po Box 33370 P; Seattle, WA 98135 206. 381.0071 FAX 381-0424 0 2006 American Standard inc. All Rights Reserved Product Data 2/4YCC3018A through 2/4YCC3060A Single Package Convertible Gas /Electric 13 SEER 1 5Ton,40 -120 MBTU R- 22/R -410A FILE COPY 22 -1 784 -01 Ac- RECEIVED CITY OF TUKWILA AUG 1 5 2007 PERMIT CENTER Mar. 03, 2006 Pub. No.12- 1784 -01 04 R Votts!PhIHz RATINGS (COOL) OO BTUH Indoor Airflow (CFM) Power Input (KW) EER/SEER (BTU/Watt -Hr.) Sound Rating O Input BTUH (HEAT) (Natural Gas)® Temp. Rise - Min/Max'F Orifice Qty / Drill size(Natural Gas) POWER CONN.-V/Ph/Hz Min. Brnh. Cir. Ampacity Fuse Size/Amps COMPRESSOR l Hz R.L Amps/LR Amps OUTDOOR COIL -TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) INDOOR COIL -TYPE Rows/F.P.I. Face Area (sq.1L) Tube Size (in) Refrigerant Control Drain Conn. Size (in.) OUTDOOR FAN -TYPE Dia. (in.) Drive / No. Speeds Motor -HP / RP.M. Volts/Ph/Hz F.L. Amps/L.R. Amps INDOOR FAN TYPE Dia x Width (in.) Drive/ No. Speeds Motor -HP / R.P.M. Volts/Ph/Hz FL. Amps/LR. Amps COMBUSTION FAN -TYPE Drive/No. Speeds Motor HP- RPM Volts/Ph/Hz FLA FILTER! FURNISHED? Type Recommended Min. Face REFRIG Charge (Ibs) V DIMENSIONS WEIGHT Shipping (Ibs.)Met (lbs.) ()Rated In accordance with A.R.I. Standard 210/240. Noise tested in accordance with A.R.I. Standard 270. A.R.L standard rating condi- tions are: 80 D.B. 67 W.B. entering air to indoor coil. 95 D.B. entering air to outdoor coil. 4YCC3018A1040A 20843011/60 18000 675 1.685 11 / 13 74 40000 35-85 1 /432 208- 230/1/60 10.1 15/15 208- 230/1/60 6.4/38.6 SPINE FIN 2124 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT / 1 1/12 / 810 208- 230/1/60 0.54 - 0.95 CENTRIFUGAL 11 X 10 DIRECT /2 1/8 /825 208- 230/1/80 1 /1 .63 CENTRIFUGAL DIRECT /1 1135 - 3480 208- 230 /1/60 0.53 NO THROWAWAY 2.0 (R-410A 5.94 HXWXD 45.86 X 44.5 X 5203 471/ 375 () All models are UL Listed. Rat - ings shown are torelevations up to 2000 IL For higher el- evations reduce ratings at a rate of 4% per 1000 R. eleva- tion. N t General Data 2YCC3024A1040A 208 - 23011/60 23000 725 2.162 11.0 / 13 74 40000 25-55 123J 208 - 230/1/60 13.3 2020 208- 230/1/60 8.97 /59.5 SPINE FIN 2/24 10.06 318 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT! 1 1/2/810 208- 230/1/60 0.54 - 0.95 CENTRIFUGAL 11 X10 DIRECT /2 1/4 /825 208 - 230/1180 1.3/2.85 CENTRIFUGAL DIRECT /1 1/35 -3480 208- 230/1/60 0.53 NO THROWAWAY 2.7 (R-22) 4.5 HXWXD 45.86 X 44.5 X 52.03 470 / 374 ()Convertible to LPG. () Thisvalue is approximate. For more precise value, see Unit Nameplate. 0 Based on U.S. Government Standard Tests. 5 2YCC3024A1064A 208-230N/60 23000 725 2.162 11.0 / 13 74 64000 3545 2/4K37 208 - 230/1180 13.3 20/20 208- 230/1/60 8.97/59.5 SPINE FIN 2/ 24 10.06 3/8 PLATE FIN 3/15 3.54 318 EXPANSION VALVE 3/4" FEMALE NPT PROPELLER 23.0 DIRECT / 1 12/810 208- 230/1/60 0.54 -0.95 CENTRIFUGAL 11 X 10 DIRECT / 2 1/4 / 825 208- 230/1/60 1.3/2.85 CENTRIFUGAL DIRECT /1 1/35 -3480 208- 230/1/60 0.53 NO THROWAWAY 2.7 (R -22) 4.5 H 45.86 X 44.5 X 52.03 481/385 2YCC3030A1040A 208-23011/60 28000 1025 2.6 11 / 13 74 40000 25-55 1 / 4132 208 - 230/1/60 18.3 25/25 208- 230 /1/60 10.5/652 SPINE FIN 2/24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4" FEMALE NPT PROPELLER 23.0 DIRECT/ 1 1/12 / 810 208- 230/1/80 0.54 - 0.95 CENTRIFUGAL 10X10 DIRECT / 2 1/2 /1030 208- 230/1/60 2.1/3.28 CENTRIFUGAL DIRECT /1 1/35 - 3480 208 - 230/1/60 0.53 NO THROWAWAY 3.3 (R -22) 5.5 XWXD X W X XWX H 470/374 ()Fitters must be installed in return airstream. Squaretoot- ages listed are based on 300 t p.m. face velocity. If perma- nent filers are used size per manufacturer's reoormmenda- tionwith a clean resistanceaf 0.05' W.C. D 45.86 X 44.5 X 5203 2YCC3030A1064A 20830/1/60 28000 1025 2.6 11/13 74 64000 3060 2/437 208- 230/1/60 16.3 25/25 208-230/1/60 10.5165.2 SPINE FIN 2/24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4" FEMALE NPT PROPELLER 23.0 DIRECT 11 1/12 / 810 208- 230/1/60 0.54 - 0.95 CENTRIFUGAL 10 X 10 DIRECT /2 1/2 / 1030 208- 230/1/60 2.1/3.28 CENTRIFUGAL DIRECT /1 1/35 - 3480 208 - 230/1/60 0.53 NO THROWAWAY 3.3 (R -22) 5.5 H 45.86 X 44.5 X 5203 481/385 D SERVICE CLEARANCE DIMENSIONS A B C D 42' 36' 12'* 42' Optional Equipment BAYCURB050A FULL PERIMETER ROOF MOUNTING CURB FOR ** ***018 -036A WOOD NAILE CHANNEL SIDE *42' WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY HOLE IN ROOF 43.39" BAYCURB05OA 24 A 22" CHANNEL END Economizer Unit Apia! on Models A B C BAYECON200AA 2/4Y , C3018-036A C*3018-036A 22.00' 20.00' 16.8r BAYECON201AA 2/4YC,WC3042-060A * 4TC3042-060A 24.00' 22.65' 19.00' Economizer Unit Appficalionirt odds A BAYECON101A 2J4VC,WC3018-036A 4TC3018-036A 20.125' BAYECON102A 2/4YC,WC3042-060A 4TC 24.375' HVAC Unit A Economizer rain hood Optional Equipment BAYECON101,102A Down Discharge Economizer and Rain Hood (Mounts Over Horizontal Return Air Opening) ANVIV *NW. MANY IMMO <1■110.W.14.014.1■041,IV 'MX 0.4+ Irr/A: 'WM CM+ 40M 4C441'. 5 :4/1/}•}: 4W/A .4:445 WA*: W.44 *WA, NIKVA AMP. MOM MAW VNIVI. Ar....4••■■■ • ■Weir 10. ',#* .x +»x. SW4:4 VI:4:4 WeVh 4:1/4:4,4:41.›.W.41S 1.4L44 14:444 A:4:5.4= 4:474. •=444..A Mist eliminator Relief damper Duct s 'N. BAYCON200,201A Horizontal Economizer and Rain Hood Ofittldelif dampers Return air dampers " • Required fitter kit, order separately Return Duct 26 N., 1 i ..,„ 1 N.. 1 J.N. 1 1 Gaskets (2) ,dr Rain Hood Optional Equipment BAYFLTRI01, 201A, 1" - 2" Filter Rack (Mounts in Filter/Coil Section) 28 4 1W : ' t *4 ! 9.........„ :•ct2c Filter _ 1 1'1 i 1' " ...... _ " l 25.44 III 175 27 MDEIISATE DHAIN TOW 115-23 /32! -_ 10.0 (3111 FEMALE OPT LEFT S®E Dimensional Data and Weights 11.21 ECM' Y -Y TYPICAL (Al SIDES OF DOIOFLO/ 64t1 OPENINGS 00.64 - 13-3/1$1 4 301.00 (i21 TINS JOYI A 178.18 -4 11.11321 Figure 1. YCC301BA through YCC3036A (1 of 2) 29 101.10 INLET � TO S D 4i OUTLET 1240.06 (48- 271321 FRONT SIDE (0.3107 �- -1 106.41 1161 11119ID(7 BOTTOM SIDE 404.44 (761 (7RS IDCI 3L -04 (3 -118] CENTER OF GRVITY (8 - C) 14.44 I3 -31167 REF. 00011. NE1670 0 APPR03. CORNER WEIGHT - R6/LB5 BITO 2 PDS. OAYPES TOTAL 12 1681 46 /LBS cairn OT 6R4OITT LEFT SIDE A LEFT SIDE ■I 1666.1 1421 IR R16117 SIDE 03 - 111 F6pNT SIDE 6 C - 17CC818 10401 90329 [35 -9/161 37 [81] 58 [128] 46 [102] 29 [65] 170 [375) 635 [25.0] 546.1 [21.5] 21111024 10101 36 [80] 58 [1271 46 [102] 29 (64) 17 [374] 635 [25.0] 546.1 [21.5] 2111(024 10641 37 [81] 58 [129] 49 [107] 31 [68] 175 635 [25.0] 558.8 [22.0] zicc030 10101 36 [79] 57 [125] 47 [104] 30 [66] 169 [374] 635 [25.0] 558.8 [22.0] 211(1030 (064/0151 37 [81] 58 [128] 49 [107] 31 [68] 174 [385] 635 [25.0] 558.8 [22.0] 21100036 1064/0751 36 [781 59 [130] 49 [109] 30 [651 174 [3831 647.7 [25.5] 558.8 [22.0] 211(CO34 10141 36 [80) 60 [132] 50 [111] 30 [660 176 [389] 647.7 [25.5] 558.8 [22.0] 411(1036 1066/0751 36 [80] 61 [133] 51 [111] 30 [67] 178 [392] 647.7 [25.5] 558.8 [22.0] 41100036 10001 37 [81] 61 [ 51 [113] 31 [68] 180 [397] 647.7 [25.5) 558.8 [22.0] 01100EKDED SERVICE CLEARANCE 60111108 0 VVRFI E(7ONOWIQER BITO 2 PDS. OAYPES BACK SIDE 304.8(12) LEFT SIDE 409.0 121) LEFT SIDE 6114.4 (36) 1666.1 1421 - R16117 SIDE 10662 (42) - - F6pNT SIDE 1066.8 (42) - - CLEARANCE TO COIB95TI &E MATERIAL 60111108 0 BACK SIDE 25.4 111 LEFT SIDE 152.1 161 016111 SIDE 152.4 161 FRONT SIDE 304.8 1121 TOP 014.1 1361 359.60 111 -5/321 AC 2411 ENTRE 11.96 118.64 17 -1/321 4 13-111321 121.64 IS-I/321 98.66 13-1/81 A C- 4 , 37 cA,N D 5 Dimensional Data and Weights FLUE HOOD (FIELD INSTALLED) RIGHT SIDE OWED ENTRE 25.40 III DIA. ROLE AS LINE ENTRE FOR 12.18 11/21 R.P.T. 64$ COKRECT 1011 58.19 12-0/321 296.62 III -11 /161 100701101 11.86 13-10321 REF. 176.07 16. 15/161 398.22 115-11/161 (091310E1 Tar, L - 4 B' .-*" Figure 2. YCC3018A through YCC3036A (2 of 2) 30 (1.78 111 /141 SECT:ow )(-X TOPICAL (81 SIDES OF SIDEFLOT DDCT OPENINGS it I SUPPLY . RETURN F. )c L 1155.46 145-1/21 1SURFACE AREA) BACK SIDE 396.22 115.111161 100115)01) 530.60 120.7181 182.91 17 -3,161 ■rit_II+______ ;V►senameaI 1 Pro -Staff Mechanical, Inc. 6W BUILDING SIZING SUMMARY POBax33370 Building Name : AC-816: INDUSTRY DR, Seattle, WA 98ta1 Location : Seattle- Tacoma, Washington B11 L v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. INPUT DATA -- WEATHER City State Data Source Latitude Elevation TABLE 2. INPUT DATA -- BUILDING System Type System Start Duration : C SIZING SPECIFICATIONS Supply Ventilation Exhaust FAN Configuration Static Pressure : = Seattle - Tacoma = Washington = User Modified 47.5 deg. 386.0 ft lg & Warm Air Htg 600 24 hrs Blow -Thru 1.50 TABLE 3. SIZING DATA -- COOLING Total coil load = Sensible coil load = Total sensible = Supply temperature = Supply air (actual)= Supply air (std) = Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM/sqft Vent air CFM /person 21,951 BTU /hr 19,605 BTU /hr 17,952 BTU /hr 55.0 F 843 CFM 831 CFM 140 CFM 90 CFM 0 BTU /hr 715 0.154 0.20 = 20.00 TABLE 4. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total load = Ventilation airflow= Supply airflow = F ,. 18,571 BTU /hr 6,560 BTU /hr 12,010 BTU /hr 140 CFM 843 CFM FILE Copy Summer . dr - = 82.0 F Coincident wet- bulb = 66.0 F Daily Range F Winter dry -bulb = 24 F Atmos. Clear. Num. = 1.0©5 THERMOSTAT SETPOINTS Cooling (Occ) ooling (Unocc) eating ORS it Bypass ety (Sens) ety (Latent) ing Safety AIR PLENUM Load occurs Outdoor Db /Wb = Coil Conditions: Entering Db /Wb = Leaving Db /Wb = Apparatus dewpoint= Bypass factor = Resulting RH = Total coil load Sensible coil load SQFT /Ton Cooling BTU/hr/sqft Cooling CFM/sqft Heating BTU /hr /sqft = Heating CFM/sqft = Floor area (sqft) Overall U -value = Vent air CFM /sqft = Vent air CFM /person = 75.0 75.0 68.0 25.97 1.18 715 0.154 0.20 20.00 F F F 0.050 10 % 10 0 10 % N RECEIVED CITY OF TWA/ILA AUG rt5200T -- PERMIT CENTER July 1700 79.8/ 65.3 F 76.8/ 63.4 F 55.0/ 54.4 F 53.9 F 0.050 50.4 % 1.83 Ton - = 1.63 Ton 390.86 30.70 = 1.18 ***** * * * * * * * * * * * * * * * * * * * * * * * * *,t * * ** * ** * ** * ** 6W BUILDING DATA FOR AC -816: INDUSTRY DR Prepared By : Pro -Staff Mechanical,Inc Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type : Clg & Warm Air Htg System Start 600 Duration 24 hrs SIZING SPECIFICATIONS Supply Ventilation Exhaust GENERAL BUILDING DATA Floor Area 715.0 sqft Building Weight: M Exposures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used ? N No. Partitions : 0 LIGHTING W /sqft Unocc Diversity: Wattage Mult. : Fixture Type . OTHER ELECTRIC W /sqft • Unocc Diversity: 55.0 F 20.00 CFM /person 90 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. 1.00 W /sqft 0 % 1.00 Recessed, Vented 2.00 W /sqft 0 % THERMOSTAT SETPOINTS Cooling (Occ) . Cooling (Unocc) : Heating • 75.0 F 75.0 F 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 10 % Safety (Latent) : 10 % Heating Safety 10 % RETURN AIR PLENUM : N ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 2. GENERAL BUILDING DATA PEOPLE Total People 7 People Unocc Diversity: 0 % Activity Level : Office Work Sensible Gain 245.0 BTU /hr /per Latent Gain 205.0 BTU /hr /per MISCELLANEOUS LOADS Sensible 0 BTU /hr Latent • 0 BTU /hr Unocc Diversity: 0 0 INFILTRATION Cooling 0.10 CFM/sqft Heating 0.10 CFM/sqft SLAB Area 715 sqft Perimeter 28 ft Depth 4.00 ft ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BUILDING DATA FOR AC -816: INDUSTRY DR Prepared By : Pro -Staff Mechanical,Inc Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA U -Value (BTU /hr /sqft /F) Weight (lb /sqft) Color EXTERNAL SHADING DATA Window Height = Window Width = Reveal Depth = Exposure E Wall S Wall W Wall N Wall Roof (Hor) 0.090 M M 8.0 ft 6.0 ft 2.0 in WALL ROOF Gross Area (sqft) Overhang Height Overhang Extension Fin Separation Fin Extension 0.0 0.0 198.0 36.0 715.0 0.050 M M Glass Area (sqft) 0.0 0.0 98.0 0.0 0.0 GLASS U -Value Glass Factor Int. Shades ? 1.000 0.70 N 6.0 in 36.0 in 1.0 in 1.0 in ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DETAILED BUILDING LOAD REPORT Building Name : AC -816: INDUSTRY DR Location : Seattle - Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for July 1700 ( 79.8/ 65.3 F) Load Component Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Miscellaneous Slab Pulldown /Warm -up Safety Factor Total Loads Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load TABLE 2. WALL AND GLASS BREAKDOWN Component Walls : NE E SE S SW W NW N Glass : NE E SE S SW Total Net Area (sqft) 0 0 0 0 0 100 0 36 0 0 0 0 0 Details 98 sqft 136 sqft 715 sqft 98 sqft 0 sqft 0 sqft 1.00 W /sqft 2.00 W /sqft 7 people 715 sqft 10/ 10/ 10 % 140 CFM 843 CFM 0 t 0 $ 0'6 Total Coil Loads 19,605 Cooling Transmission (BTU /hr) 0 0 0 0 0 130 0 18 Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) 0 0 0 0 0 5,628 147 947 208 0 0 2,435 4,876 1,713 366 0 0 1,632 17,952 1,855 716 937 0 0 0 0 Cooling Solar Load (BTU/hr) 1,435 251 0 2,347 18,571 0 0 0 0 0 169 492 Design Heating (BTU/hr) 539 1,573 4,312 0 0 3,351 1,145 1,092 12,010 6,560 0 0 0 0 0 Heating Transmission (BTU/hr) 0 0 0 0 0 396 0 143 W NW N Hor 98 208 5,628 4,312 0 0 0 0 0 0 0 0 0 0 0 0 Structure 1 Calculations For VENT TECH S1& Industry Drive T u k w i l a , UJA 98Jg8 t FILE COt)y Pc-= t Ego. RECEIVED CITY OF TUKW ILA AUG 15 2007 PERMIT CENTER I EXPIRES: 12/09/2008 Prepared For: PRO -STAFF MECI- IANICAL, INC. By: D.S. Engineering (Job: 1640) 3121 141th Place SE Mill Creek, WA 98012 T: 42 5.338.4116 F: 331.1 140 Mod - -I11 t P/PA iaerti3 oer evr I4- . 6 1 rotialiFell WAIL Wilgtz , ' '11. 124 : * ' a :PROJECT: VENT TECH (5/D #18) SIGH INDUSTRY DRIVE TUKWILA, WA 98188 I IXPntES: 12/09/2008 D ng sneer ing 3121 I4TTI -1 PLACE S.E. MILL CREEK, WA e8012 T: 425338.4716 F: 425331.1142 3Z F EXPIRES: 12/09/2008 NEW 4/C UNIT 4 10 HEX -HEAD SCREWS: ONE a EACH CORNER (USE (4) - SCREWS MIN.) 4 10x3' WOOD SCREWS: ONE e EA. CORNER 4 24' OC IN BETWEEN (USE (6) -"10 SCREWS MIN.) (E) SUBPURLIN — 2x4 e 24' OC: CUT FOR NEW OPENING (USE 'LU524' IF REQ'D) EXISTING 5 GUS (SEE PLAN) EXISTING 2x6 PARTITION WALL PROJECT: VENT TECI -i (B /D 4 1S) £316 INDUSTRY DRIVE TUKWILA, WA 98185 — (E) SUBPURLIN 2x4 Q 24' OC ADD NEW 4x6 (Fb = 900 psi, ± T' -0' LONG) BETWEEN (E) 4x14 PURLIN W/ 'LU546' HANGER D.s„ Engineering 3121 141T1 -I PLACE S.E. MILL CREEK, WA 98012 T: 425338.4116 F: 425.3311140 I40 EXPIRES: 12/09/2008 NEW 4/C UNIT . / .101-EX-HEAD SCREWS: ONE EACH CORNER (USE (4) - SCREWS MIN.) 4 10x3' WOOD SCREWS: ONE is EA. CORNER 4 24' OC IN BETWEEN (USE (6) - SCREWS MIN.) I I' 1 / X I \ I I/ \I EXISTING L I 4x14 PURLIN (SEE PLAN) ADD NEW 4x6 1DF. (F = 900 psi, t 3' -0' LONG) BETWEEN (E) 5 GLB AND NEW 4x6 W/ 'LU546' HANGER PROJECT: VENT TECH (B /D #IS) 816 INDUS DRIVE TUKUJILA, UJA 98188 I\ / I I X I EXISTING 4x14 PURLIN (SEE PLAN) EO-,., engineering 3121 141T1.4 PLACE 5.E. MILL CREEK, WA 98012 T: 425338.4116 F: 425331.1140 E.;ngineering Design Notes: "International Building Code 2006" (816 Industry Dirve Tukwila, WA 98188) Seismic: Design Category: `D' Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 1.351 SDI = SM1 * 2/3 = 0.715 Component Coefficients: ap =1.5 Rp =2.5 Ip = 1.0 Wind: 85 MPH, Exposure `B', I = 1.00, K = 1.38 Assumed Roof: Dead Load: Live Load: Project: 3121 147 Place SE Mill Creek, WA 98012 10 psf. 25 psf. ADD: New Unit Net Weight: With Economizer: With New Curb Weight: 374 lb. 52 lb. 55 lb. Job #: 7640 T: 425.338.4776 F: 425.337.7140 Lateral Analysis: AC -816 : 2YCC3024A1040A New Unit Weight:4.261b. Seismic Design: F = ((0.4 a, Sp )x(1 + 2z/h)xW p) /(Rp/Ip) = 0.65 W = 276 lb. F, MAX = 1.6 Sp 1 W p = 1.44 W Fp MIN = 0.3 Sp I W = 0.27 W From: a, = 1.5 Spa = 0.901 R, = 2.5 I,= 1.0 W, = 426.0 lb. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = F *S = 1.351 Sos = (2/ * SMS = 0.901 Mech Unit: W= D= H= Weight = 0.7 F = Check Overturning : T1 = C1 = Fp * (H /2) / W = T2= C2= Fp *(H /2) /D = Res = (0.6- 0.2S /2) (IBS'2006' EQ16 -15) 44.500 in. 52.030 in. (D >W) 45.860 in. 426.00 Ib.( Weight + Misc) 193 lb. Wind Design: Exposure 'B', 85 mph, 20ft (Max. Hei ght) q = 0.00256(K (K (K (V (I = 16.08 psf K = 0.70 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K = 1.38 : Topographic Factor: Assumed K = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6 -4 V = 85.00 : Basic Wind Speed I = 1.00 : Importance factor FTaaI = (Wind Load)x(D)x(H) = 266 lb. < ---- -- Control Check Overturning : T1 = C1 = [Wind Load*W*H *(H /2) /D = T2 = C2 = [Wind Load *D *H *(H /2)/W = Res = 0.6x(Unit Weight /2) = 100 lb: - -> Uplift 85 lb: - -> No Uplift 89 lb. 100 lb --> No Uplift 137 lb: —> Uplift 128 lb. (IBS'2006' EQ16 -14: Basic Load Combination) - 419 49 *1 )9 w_ epi4142. 2264 -f+ LI � x 3 = D' la <I ,c3 '4lt7= .46 oui -1- C u) I -Ftfe4b mot" *. • ‘4>..kw Lateral Analysis: AC -816 : 2YCC3024A1040A New Unit Weight: 426 lb. Seismic Design: F = ((0.4 a Sps )x(1 + 2z/h)xW p } /(Rp/l) = 0.65 W = 312 lb. = 1.6 Sps 1p W P = 1.44 W F pMIN = 0.3 Sp i, = 0.27 W From: a = 1.5 Sps = 0.901 R = 2.5 1 1.0 Wp = 481.0 lb. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: S = F *S = 1.351 Sps = (2/3) *S = 0.901 Mech Unit: W = 44.500 in. D = 52.030 in. (D >W) H = 45.860 in. Plus Max. 14" High Curb Weight = 481.00 lb.( Unit Weight + Misc) 0.7 F = 218 lb. Check Overturning : T1 = C1 = Fp * (H +14)/2 / 46.39 = T2 = C2 = Fp * (H +14)/2 / 38.86 = Res = (0.6- 0.2Sp /2) = (IBS'2006' EQ16 -15) I 1 141 lb. - - -> Uplift 168 lb- - -> Uplift 101 lb. Wind Design: Exposure 'B', 85 mph, 20 ft (Max. Hei ght) q = 0.00256(K0 (K (I< (V (I = 16.08 psf K = 0.70 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K = 1.38 : Topographic Factor: Assumed K = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6 -4 V = 85.00 : Basic Wind Speed I = 1.00 : Importance factor Fr = (Wnd Load)x(D)x(H +14) = 348 lb. < -- -- Control Check Overturning : T1 = C1 = [Wind Load*W*(H +14) * /2]/ 46.39 = 192 lb. - -> Uplift T2 = C2 = [Wind Load *D *(H +14) * /2j/ 38.86 = 268 lb ---> Uplift TOWI Res = 0.6x(Unit Weight /2) = 144 lb. 4ioir w . ‘c ‘tz .41-41 Losirm2§ki (IBS'2006' EQ16 -14: Basic Load Combination) .64074„ ic e) + *A <1.b r lk* cb) - *lo4 keet2 416 II *.a12014 Hrt31,g , + - 1-41 6 1kL 44t c.lirw 1+11 yeL y� bl l =09'I /obl - rpoilyv > 7 V(4_1 (1-FP12 _11/1 4c4 xpl- 5 x Cv) 9(0 q y I f i cw it 99r-6 ctv PA 419e ; rzkM)/ / (c 4 -4 +4(2L +- )4101 41 + 441-1 .a. A Mlfo) Lv -1- a 4'01 AA'a+ ci y for � �e + %off. 31:a �- q y -c.1 = y + * qL py\ -1- (ft Rev: 580004 General Timber Beam Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x6 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL L Summary [Deflections Bending Analysis Ck 31.887 Cf 1.300 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction new beam under A/C -816 1 Span= 4.33ft, Right Cant= Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 270.94 psi Fb 1,345.50 psi Center Span... Dead Load Deflection -0.007 in ...Location 2.165 ft ...Length /Deft 7,287.1 Camber ( using 1.5 " D.L. Defl) ... @ Center 0.011 in Left 0.000 in Right 0.016 in Le Rb 3.500 in 5.500 in Sawn 1.150 Pin -Pin 2.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin 0.201 : 1 0.4 k -ft 2.0 k -ft 0.40 k -ft at 2.165 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 1.98 fv 22.68 psi Fv 207.00 psi 0.000 ft 0.000 Max Moment 0.40 k -ft 0.00 k -ft 0.00 k -ft Left Support 0.44 k 2.109 in2 207.00 psi Center Span 4.33 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 0.37 k 0.37 k 70.00 #/ft #/ft #/ft Total Load -0.017 in 2.165 ft 3,000.58 LL LL Reactions... Left DL Right DL Sxx 17.646 in3 CI 0.000 Sxx Rea 3.55 in3 0.00 in3 0.00 in3 Right Support 0.44 k 2.109 in2 207.00 psi 100.00 #/ft #/ft t C Beim D�est 9 n OK Bearing Length Req'd Bearing Length Req'd v-r-Aol;) Maximum Shear Allowable Shear: Camber: 0.15 k 0.15 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl * 1.5 @ Left @ Right Left Center Right Max Max Stress Calcs 1 Area 19.250 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.168 in 0.168 in 0.00 ft 0.00 ft 0.00 ft 0.4 k 4.0 k 0.37 k 0.37 k 0.000 in 0.011 in 0.016 in 0.37k 0.37 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.010 in 0.025 in 4,613.3 1,899.6 4 Rev: 580004 General Timber Beam I Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined i Section Name 4x6 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever #1 DL @ Left DL @ Right Point Loads Dead Load Live Load ...distance Deflections new beam under A/C -816 150.0 lbs 220.0 lbs 3.830 ft DL DL DL L Summary Span= 7.50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 707.88 psi Fb 1,345.50 psi 3.500 in 5.500 in Sawn 1.150 Pin -Pin 30.00 30.00 #/ft #/ft lbs lbs 0.000 ft Center Span... Dead Load Deflection -0.052 in ...Location 3.840 ft ...Length/Defl 1,737.0 Camber ( using 1.5 * D.L. Dell) ... @ Center 0.078 in © Left 0.000 in © Right 0.000 in 16 10.00 #/ft #/ft #/ft LL @ Left LL @ Right 0.00 k -ft 0.00 k -ft 1.98 fv 29.15 psi Fv 207.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft Total Load -0.118 in 3.810 ft 764.49 LL LL LL � 04- ` = 3.500in x Depth = 5.5in, Ends are Pin -Pin 0.526 ; 1 1.0 k -ft 2.0 k -ft 1.04 k -ft at 3.840 ft -0.00 k -ft at 7.500 ft Trapezoidal Loads 1 Reactions... Left DL Right DL 25.00 #/ft / #/ft #/ft #/ft #/ft lbs lbs 0.000 ft 7.50 ft ft ft 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 0.14 k 0.20 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu Start Loc End Loc lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: 0.00 ft 0.00 ft 0.00 ft 3.830 ft 7.500 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 0.6 k 4.0 k @ Left 0.34 k @ Right 0.40 k Camber: @ Left 0.000 in @ Center 0.078 in @ Right 0.000 in Max 0.34 k Max 0.40 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 5 Rev: 580004 General Timber Beam Description Stress Calcs Bending Analysis Ck 31.887 Cf 1.300 © Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction new beam under A/C -816 Le Rb 0.000 ft 0.000 Max Moment 1.04 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.49 k 2.344 in2 207.00 psi Sxx 17.646 in3 Area 19.250 in2 CI 0.000 Sxx Req'd 9.28 in3 0.00 in3 0.00 in3 @ Right Support 0.56 k 2.711 in2 207.00 psi Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.34 k Bearing Length Req'd 0.155 in 0.40 k Bearing Length Req'd 0.184 in Rev: 580004 General Timber Beam Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined III Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Trapezoidal Loads Point Loads Dead Load Live Load ...distance L Summary Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max a Right Support Max. M allow fb 1,692.18 psi Fb 1,725.00 psi Deflections #1 DL @ Left DL © Right (e) 4x14 Purlin Check 175.0 Ibs Ibs 4.330 ft 3.500 in 13.250 in Sawn 1.150 Pin -Pin 40.000 pcf 30.00 #/ft 30.00 #/ft Ibs Ibs 0.000 ft LL © Left LL © Right Span= 19.50ft, Beam Width = 3.500in x Depth Max Stress Ratio 0.981 : 1 Center Span... Dead Load Deflection -0.266 in ...Location 9.672 ft ...Length/Defl 880.9 Camber ( using 1.5 D.L. Defl) ... @ Center 0.398 in @Left 0.000 in @ Right 0.000 in 14.72 fv 86.89 psi Fv 207.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base AIIow Fv AIIow Fc Allow E Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft / I� 5 Ends + are PiPf 2 ] 14.4 k -ft 14.7 k -ft 14.44 k -ft at 9.672 ft -0.00 k -ft at 19.500 ft 0.00 k -ft 0.00 k - ft Total Load -0.770 in 9.750 ft 303.76 Reactions... Left DL Right DL 19.50 ft ft ft Select structural 1,500.0 psi 180.0 psi 625.0 psi 1,900.0 ksi #/ft #/ft Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl Lu Lu Lu Start Loc End Loc Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft 15.170 ft 19.500 ft Ibs Ibs 0.000 ft Beam Design OK 4.0 k 9.6 k @ Left 3.01 k @ Right 3.01 k Camber: © Left 0.000 in © Center 0.398 in Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 1.06 k 1.06 k Max 3.01 k Max 3.01 k Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.0 Ibs Ibs 0.000 ft 0.000 in 7 Rev: 580004 General Timber Beam 1 Description (e) 4x14 Purlin Check Stress Calcs Bending Analysis Ck 26.916 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 14.44 k -ft 0.00 k -ft 0.00 k -ft Left Support 4.03 k 19.466 in2 207.00 psi 3.01 k 3.01 k Sxx 102.411 in3 CI 0.000 Sxx Reg 100.46 in3 0.00 in3 0.00 in3 © Right Support 3.99 k 19.256 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 46.375 in2 Allowable fb 1,725.00 psi 1,725.00 psi 1,725.00 psi 1.374 in 1.376 in Rev: 580004 General Timber Beam 1 Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 9 Section Name 5.125x13.5 Beam Width 5.125 in Beam Depth 13.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 40.000 pcf Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Dead Load Live Load ...distance Summary Deflections (e) GLB Check 481.0 Ibs Ibs 14.000 ft Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.6 * © Center © Left © Right Span= 16.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 1,811.38 psi Fb 2,760.00 psi • OtRep 4 Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft 23.50 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 35.80 fv Fv Dead Load -0.196 in 8.064 ft 981.8 D.L. Defl) ... 0.293 in 0.000 in 0.000 in Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 200.00 #/ft LL #/ft LL #/ft LL _ Point Loads Depth = 13.5in, Ends are Pin -Pin 0.656 : 1 23.5 k -ft 35.8 k -ft at 8.064 ft at 16.000 ft 116.90 psi 276.00 psi Total Load -0.608 in 8.000 ft 315.66 Reactions... Left DL Right DL Ibs Ibs 0.000 ft 16.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu Ibs Ibs 0.000 ft Maximum Shear * 1.5 Allowable Shear: @ Left © Right Camber: © Left ditg Center e ta tr, Right 1.81 k t Max M 2.17 k Max Dead Load 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft 0.000 in 0.0 l� > 4wa* Ibs Ibs 0.000 ft Beam Design OK 8.1 k 19.1 k 5.81 k 6.17 k 0.000 in 0.293 in 0.000 in 5.81 k 6.17 k Total Load 0.000 in 0.0 0.000 in 0.0 Rev: 580004 General Timber Beam Description (e) GLB Check Stress Calcs Bending Analysis Ck 20.128 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 23.50 k -ft 0.00 k -ft 0.00 k -ft © Left Support 7.55 k 27.344 in2 276.00 psi 5.81 k 6.17 k Sxx 155.672 in3 Area CI 0.000 Sxx Read 102.17 in3 0.00 in3 0.00 in3 @ Right Support 8.09 k 29.305 in2 276.00 psi 69.188 in2 Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi Bearing Length Req'd 1.745 in Bearing Length Req'd 1.854 in �a Rev: 580004 General Timber Beam Description Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density (e) GLB Check General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 5.125x16.5 Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance L Summary Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow ft) 2,364.85 psi Fb 2,649.28 psi Deflections 1,810.0 lbs 4,000.0 lbs 25.000 ft 5.125 in 16.500 in GluLam 1.150 Pin -Pin 40.000 pcf Ibs Ibs 0.000 ft Max Stress Ratio 0.893 ; 1 Maximum Moment 45.8 k -ft Allowable 51.3 k -ft Center Span... Dead Load Deflection -0.361 in ...Location 11.200 ft ...Length/Defl 765.6 Camber ( using 1.5 " D.L. Defl ) ... @ Center 0.541 in @ Left 0.000 in @ Right 0.120 in 200.00 #/ft #/ft 200.00 #/ft 45.83 k -ft -4.07 k -ft 0.00 k -ft -13.07 k -ft 51.34 fv 140.98 psi Fv 276.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 000 ft Span= 23.00ft, Right Cant= 2.0Cft, B am Width = 5.125in x Depth = 16.5in, Ends are Pin -Pin at 11.300 ft at 23.000 ft Total Load -1.326 in 11.400 ft 208.22 7i Reactions... Left DL Right DL Ibs Ibs 0.000 ft 23.00 ft ft 2.00ft 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi 500.00 #/ft #/ft 500.00 #/ft Maximum Shear * 1.5 Allowable Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 11.9 k 23.3 k Shear: @ Left 8.14 k @ Right 8.89 k Camber: @ Left 0.000in @ Center 0.541 in @ Right 0.120in 2.39 k 5.00 k Max 8.14 k Max 16.15 k Ibs Ibs 0.000 ft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.080 in 0.336 in 599.9 142.9 (I Rev: 580004 General Timber Beam r Description Bending Analysis Ck 20.128 Le Cv 0.960 Rb © Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction (e) GLB Check Stress Calcs 1 0.000 ft 0.000 Max Moment 45.83 k -ft 0.00 k -ft 13.07 k -ft © Left Support 10.80 k 39.145 in2 276.00 psi 8.14 k 16.15 k Sxx 232.547 in3 CI 0.000 Sxx Redd 207.58 in3 0.00 in3 59.19 in3 © Right Support 11.92 k 43.194 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Area 84.563 in2 Allowable fb 2,649.28 psi 2,649.28 psi 2,649.28 psi 2.445 in 4.847 in Rev: 580004 General Timber Beam 1 1 Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 5.125x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 40.000 pcf FuII Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load / 2,170.0 Ibs Live Load ++ 4,000.0 lbs ...distance \ -2.000 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow tb 2,355.26 psi Fb 2,604.52 psi Deflections (e) GLB Check 5.125 in 18.000 in GluLam Ibs Ibs 0.000 ft Center Span... Dead Load Deflection -0.392 in ...Location 12.823 ft ... Length/Defl 764.8 Camber ( using 1.5 * D.L. Defl ) ... . © Center 0.588 in @ Left 0.120 in © Right 0.000 in 200.00 #/ft 200.00 #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft 0.904 : 1 54.3 k -ft 60.1 k -ft at 12.716 ft at 0.000 ft 54.32 k -ft -4.79 k -ft -13.79 k -ft 0.00 k -ft 60.07 fv 139.93 psi Fv 276.00 psi Total Load -1.430 in 12.608 ft 209.81 Reactions... Left DL Right DL Ibs Ibs 0.000 ft 25.00 ft 2.00ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi 500.00 #/ft 500.00 #/ft #/ft Summary / Z r Lu Lu Lu Ibs Ibs 0.000 ft Span= 25.00ft, Left Cant= 2.0 Beam Width = th 1 Ends re Pin-Pin 12.9 k 25.5 k @ Left 9.62 k @ Right 8.88 k Camber: @ Left 0.120 in @ Center 0.588in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 5.63 k 2.63 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK Max 17.24 k Max 8.88 k Dead Load Total Load 0.080 in 0.332 in 601.0 144.8 0.000 in 0.000 in 0.0 0.0 13 Rev: 580004 General Timber Beam 1 Description Stress Calcs Bending Analysis Ck 20.128 Le Cv 0.944 Rb Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction (e) GLB Check 0.000 ft 0.000 Max Moment 54.32 k -ft 13.79 k -ft 0.00 k -ft Left Support 12.91 k 46.769 in2 276.00 psi 17.24 k 8.88 k Sxx 276.750 in3 CI 0.000 Sxx Req'd 250.26 in3 63.54 in3 0.00 in3 Right Support 11.79 k 42.729 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Area 92.250 in2 Allowable tb 2,604.52 psi 2,604.52 psi 2,604.52 psi 5.176 in 2.665 in 1 + L Rev: 580012 ASCE 7 -02 Earthquake Load Calculations r Description Occupancy Category ASCE 7 - 02 Table 1 - 1, 2003 IBC Table 1604.5 "9" : All Buildings and other structures except those listed as Category I, III, and I Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4 Seismic Use Group = I ASCE 7 -02 Table 9.1.3 ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 Ground Motion Latitude = Longitude = Location : Site Classification 816 Industry Drive Tukwila, WA 98122 47.449 deg North 122.280 deg West Seattle, King County, WA 98188 Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s = 1.351 g, 0.2 sec response S = 0.466 g, 1.0 sec response "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa & Fv (using straight - line interpolation from table values) Fa Fv 1.00 1.53 Maximum Considered Eartquake Acceleration ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16 -38 & 16 -39 S = Fa* Ss = SM7 =Fv *S1 Response Modification Coefficient " R " = 0.00 System Overstrength Factor " Wo " = 0.00 Deflection Amplification Factor " Cd " = 0.00 1.351 0.715 Design Spectral Acceleration ASCE 7 -02 9.4.1.2.5, 2 -3 IBC 1615.1.3 S Ds = S ms* 2/3 = 0.901 SDI =SM7 * 2/3 = 0.476 ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 Seismic Design Category = D ASCE 7 -02 9.4.2.1, 2003 IBC 1616.3 ( SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 -02 Table 9.5.2.2, 2003 IBC Table1617.6.2 NOTE! See ASCE 7 - for all applicable footnotes. Building height Limits : Category "A & B" Limit: Limit = Category "C" Limit: Category "D" Limit: Category "E" Limit: Category "F" Limit: Limit = Limit = Limit = Limit = M 6c. ASCE 7 -02 9.4.1.2.4, 2003 IBC 1615.1.2 Washington, United States, North America Baker- Blvd --, 816 Industry Dr,, Seattle, WA 981... 816 Industry Dr Seattle, WA 9 _�.__.....__� .._.. Boeing Longacres Industrial Park Renton 0 mi 0.2 0.4 0.6 Copyright © 1988-2004 Microsoft Corp. and/or its suppliers. All rights reserved http: / /www.microsoft.can/streets/ © Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. © 2004 NAVTEQ. All rights reserved. This data includes information taken with permission from Canadian authorities © Her Majesty the Queen in Right of Cana2$ " <• I ?• I *- KOLL BUILDING 18 800 -820 Industry Drive Tukwila, Washington Total Area 19,520 S.F. Koll Business Center Tukwila -Phase IV M tsc.1-3 Screw Size Section Gouge No. 12 (d= 0.209 ") No. 10 (d= 0.183 ") No. 8 (d= 0.161 ") No. 6 (d= 0.135 ") Sheor Pullout Shear Pullout Shear Pullout Shear Pullout 25 74 50 69 44 65 39 60 32 20 185 92 173 81 163 71 149 60 18 276 120 258 105 242 93 222 78 16 387 151 363 132 341 116 N/A N/A 14 548 190 513 166 N/A N /A.. N/A N/A Min. Edge Dist. And 11/16" 9/16" 1/2" 1/2" 0.C. Spacing 1 ItUtttt- `dvd,lPch!1 \• Osivsa BUGLE HEAD - SELF DRILLING For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness - 20, 18 16 and 14 gauge. BUGLE HEAD For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness - 25 and 20 gouge. WAFER HEAD - SELF DRILUNG For metal to metal framing connections when drywall, plywood and other similar wall materials are used on metal studs and joists. Metal thickness - 20. 18. 16 and 14 gauge. WAFER HEAD For metal to metal framing connections when drywall, plywood and other similar wall materials ore used on metal studs and joists. Metal thickness - 25 and 20 gouge. HEX HEAD - SELF DRILUNG For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metal thickness - 20, 18, 16 and 14 gouge. PAN HEAD - SELF DRILLING For attaching steel deck, backup plates, door fromes, others channel to metal framing and structural connections. Metal thickness - 18, 16 and 14 gouge. Notes: 1. All values based on connected ports having a minimum yield stress. Fy =33 ksi and a minimum ultimate stress, Fu =45 ksi. 2. When connecting materials of different gouge thickness, use loads shown for the lighter gouge. �,� .: 3. Applied shear loads may be multiplied by •' ; : far wind or earthquake loads per AISI A4.4. 4. For screws in tension, the heod of the screw, or washer if provided, shall have o minimum diameter of 5/16 inch. G= 0.50 Wood Screws Size #6 #7 #8 #9 #10 #12 #14 #16 Diameter 0.138" 0.151" 0.164" 0.177" 0.190" 0.216" 0.242" 0.268" W 98 107 117 126 135 154 172 191 W' 70 76 84 90 96 110 123 137 W' 105 115 125 135 145 165 184 205 W' 140 153 167 180 193 220 246 273 W' 210 229 251 270 289 330 369 410 W 245 100 268 293 315 338 385 430 478 W' 280 306 334 360 386 440 492 546 W 350 382 418 450 482 550 615 683 W 420 459 502 540 579 660 738 819 G= 0.50 Wood Screws Size #6 #7 #8 #9 #10 #12 #14 #16 Diameter 0.138" 0.151" 0.164" 0.177" 0.190" 0.216" 0.242" 0.268" 20 ga. 54 55 58 - - - - - 18 ga. 73 74 78 - - - - - 16 ga. 77 86 97 108 108 - - - 14 ga. 80 89 101 118 126 148 142 - 12 ga. 89 97 110 126 136 167 174 - 10 ga. 100 108 121 137 148 179 193 - Withdrawal Load for Wood Screws: VIP = W p (product of adjustment factor per Table 10.3.1) = (W)x(P)x( CD CM Ct Ceg Ctn) W : (from NDS Table 11.2A) p = effective thread penetration (in) :assume 2/3 of Wood Screws Length. CD: C C 1.60 (Wind /Earthquake) 1.00 (see NDS Table 10.3.3) 1.00 (see NDS Table 10.3.4) Adj. Factor= 1.07 C C Lateral Load for Wood Screws: Z' = Z (product of adjustment factor per Table 10.3.1) = Z CD CM Ct C CA Ceg Cdl Ctn Z: (see NDS Table 11K) CD = 1.60 (Wind /Earthquake) C = 1.00 .(see NDS Table 10.3.3) C = 1.00 (see NDS Table 10.3.4) C = 1.00 (see NDS 10.3.6) CA = C eg = Cdl = Ctn = Adj. Factor= 1.07 (see NDS Table 11M) 0.67 (see NDS 11.5.2) Min. 4D Req'd 1.00 (see NDS Table 10.3.3) (see NDS Table 11.2B) 1.00 " Length 1.50 " Length 2.00 " Length 3.00 " Length 3.50 " Length 4.00 " Length 5.00 " Length 6.00 " Length 1.00 (4D per NDS Table 11.5.1A) 0.67 (see NDS 11.5.2) 1.00 (see NDS 11.5.3) 1.00 (see NDS 11.5.4) 10D Penetration Min If less than 10D multiplied p /10D 1.50 " Length 2.00 " Length 2.50 " Length 3.00 " Length 3.50 " Length 4.00 " Length • t\itls Penetration : 2L/3 1.00" 1.33" 1.67" 2.00" 2.33" 2.67" MODEL RATED VoltslPhlHz RATINGS (COOL) OO BTUH Indoor Airflow (CFM) Power Input (KW) EER/SEER (BTU/Walt-Hr.) Sound Rating 0 I RATINGS put BTUH (Natturall Gas)( ) Temp. Rise - Min/Max'F Orifice Qty / Drill size(Natural POWER CONN.- V/Ph/Hz Min. Brch. Cir. Ampadty Fuse Size/Amps COMPRESSOR Volts/Ph/Hz R.L. Amps /LR Amps OUTDOOR COIL -TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) INDOOR COIL - TYPE Rows/F.P.I. Face Area (sq.ft.) Tube Size (in.) Refrigerant Control Drain Conn. Size (in.) OUTDOOR FAN -TYPE Dia. (in.) Drive / No. Speeds Motor -HP/ RP.M. Volts/Ph/Hz F.L. Amps/L.R. Amps INDOOR FAN -TYPE Dia x Width (in.) Drive/No. Speeds Motor -HP / RP.M. Volts/Ph/Hz F.L. Amps/L.R. Amps COMBUSTION FAN - TYPE Drive/No. Speeds Motor HP- RPM Volts/Ph/Hz FLA FILTER / FURNISHED? Type Recommended Min. Face Area- Iow(sq.ft.)© REFRIGERANT Charge (lbs) a V r,AS PIPF SVF DIMENSIONS Crated (in.) WEIGHT Shipping (lbs.yNet (lbs.) ORated in accordance with A.R.I. Standard 210/240. Noise tested in accordance with A.R.I. Standard 270. AR.I. standard rating condi- tions are: 80 D.B. 67 W.B. entering air to indoor coil. 95 D.B. entering air to outdoor coil. Gas) 4YCC3018A1040A 208 - 230/1/60 18000 675 1.685 11 / 13 74 40000 35-65 208- 230/1/60 10.1 15/15 208- 230/1/60 6.4/38.6 SPINE FIN 2/24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT / 1 1/12 / 810 208- 230/1/60 0.54 - 0.95 CENTRIFUGAL 11 X 10 DIRECT / 2 1/8 /825 208 - 230/1/80 1/1.63 CENTRIFUGAL DIRECT /1 1/35 - 3480 208- 230/1/60 NO THROWAWAY 2.0 (R -410A 5.94 112' HXWXD 45.86 X 44.5 X 52.03 471/375 0 All models are UL Listed. Rat- ings shown are forelevations up to 2000 R For higher el- evations reduce ratings at a rate of 4% per 1000 fL eleva- tion. \ General Data 2YCC3024A1040A 20823011 /60 23000 725 2.162 11.0 / 13 74 40000 25-55 208- 230/1/60 8.97 /59.5 SPINE FIN 2/24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT / 1 1/2 / 810 208- 230/1/60 0.54 - 0.95 CENTRIFUGAL 11 X 10 DIRECT / 2 1/4 / 825 208- 230/1/60 1.3/2.85 CENTRIFUGAL DIRECT /1 1/35 - 3480 208- 230/1/60 r 3 NO THROWAWAY 2.7 (R 4.5 1/2' HXWXD 45.86 X 44.5 X 52.03 470/374 0 Convertible to LPG. 0 This value is approximate. For more precise value, see Unit Nameplate. 0 Based on U.S. Government Standard Tests. 5 2YCC3024A1064A 208230/1160 23000 725 2.162 11.0 / 13 74 64000 35-65 208- 230/1/60 13.3 20/20 208- 230/1/60 8.97/59.5 SPINE FIN 2/ 24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT /1 1/2/810 208- 230/1/60 0.54 - 0.95 CENTRIFUGAL 11X10 DIRECT / 2 1/4 /825 208-230/1/60 1.3/2.85 CENTRIFUGAL DIRECT/1 1/35 - 3480 208 -230/1 /60 NO THROWAWAY 2.7 (R -22) 4.5 1/2' HXWXD 45.86 X 44.5 X 52.03 481/385 2YCC3030A1040A 208230/1/60 28000 1025 2.6 11 / 13 74 40000 25-55 1 / #32 208- 230/1/60 16.3 25/25 208-230/1/60 10.5 /65.2 SPINE FIN 2/24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT / 1 1/12 / 810 208 - 230/1/60 0.54 - 0.95 CENTRIFUGAL 10X10 DIRECT / 2 1/2 /1030 208-230/1/60 2.1/3.28 CENTRIFUGAL DIRECT /1 1/35 - 3480 208- 230/1/60 NO THROWAWAY 3.3 (R-22) 5.5 1/2' HXWXD 45.86 X 44.5 X 52.03 470/374 ()Fitters must be installed in return airstream. Squarefaoot- ages listed are based on 300 f.p.m. face velocity. If perma- nent fitters are used size per manufacturers recommenda- tionwith a dean resistanceof 0.05' W.C. 1\ifisc 2YCC3030A1064A 208-230/1/60 28000 1025 2.6 11/13 74 64000 30-60 2/#37 208- 230/1/60 16.3 25/25 208- 230/1/60 10.5/65.2 SPINE FIN 2/24 10.06 3/8 PLATE FIN 3/15 3.54 3/8 EXPANSION VALVE 3/4' FEMALE NPT PROPELLER 23.0 DIRECT / 1 1/12 / 810 208 - 230/1/60 0.54 - 0.95 CENTRIFUGAL 10X10 DIRECT / 2 1/2 /1030 206 - 230/1/60 2.1/3.28 CENTRIFUGAL DIRECT /1 1/35 - 3480 208- 230/1/60 0 . NO THROWAWAY 33 (R 5.5 1/2' HXWXD 45.86 X 44.5 X 52.03 481/385 SERVICE CLEARANCE DIMENSIONS A B C D 42' 36' 12" 42' Optional Equipment BAYCURB050A FULL PERIMETER ROOF MOUNTING CURB FOR ** ***018 -036A 38.86 15" 46.39" 11/2" •. 19.50 j - 1 3/16" 1 1/2" 19.50 , � / ► / WOOD NAILE CHANNEL SIDE *42' WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY BAYCURBO5QA 24 CHANNEL END Misc NOBEL REI6TR 0 APPROS. CORNER WEIGHT - 9611.96 11TH 2 PDS. OANPEN TOTAL WEIGH( 86 /L8S CENTER OF 6RAVITT - A LEST SIDE ■I (666.8 1421 W2 RIGHT SIDE 83 - WA FRONT SICE B E - 47CC616 (0441 90329 [35- 9/16] 37 [81 ] 58 [128] 46 [102) 29 (65) 170 [375] 635 [25.0] 546.1 [21.5] 21 (0401 36 [801 58 [127] 46 [102] 29 [64] 17 [374] 635 [25.0] 546.1 [21.5] 2TCCO24 IOW 37 [81) 58 [129] 49 [107] 31 [681 175 [ 635 [25.0] 558.8 [22.0] 21CCO30 (0401 36 [79] 57 [125] 47 [104] 30 [66] 169 [374] 635 [25.0] 558.8 [22.0] 2TCCO30 1044/0731 37 [81) 58 [128] 49 [107] 31 [68] 174 [365] 635 [25.0] 558.8 [22.0] 20CC436 +064 /6751 36 [78] 59 [1301 49 [109] 30 [65] 174 [3831 647.7 [25.5] 558.8 [22.01 2TCCO36 10961 36 [80] 60 [1321 50 [111] 30 [66] 176 [389] 647.7 [25.5] 558.8 [22.0] 41CCO36 106414751 36 [801 61 [133] 51 [111] 30 [67] 178 [392] 647.7 [25.5] 558.8 [22.0] vcc036 ro961 37 [81] 61 [1 35/ 51 [113] 31 [68] 180 [397] 647.7 [25.5) 558.8 [22.0] RECONNENCED SERVICE CLEARANCE 007105 0 WITH ECONOMIZER 11TH 2 PDS. OANPEN BACK SIDE 304.8(12) - 409.6 [241 LEST SIDE 914.4 (38) (666.8 1421 - RIGHT SIDE 1066.8 (42) - - FRONT SICE 10662 (42) • - CLEARANCE TO COIN)RST ISLE NATERIAL 007105 0 BACK SIDE 25.4 III LEFT SIDE 152.4 161 R16HT SIDE 152.4 (61 FRONT SIDE 394.8 1121 TO? 914.4 1361 240 [NTRT --., 359.80 1 LI4 -51121 294 {11 -9/161 178.66 ( -1132) Ac -� 84.90 13 -11132) 127.84 L5 -11321 TOTAL Dimensional Data and Weights (3.7/81 ` •-PORES EN7Rt 25.40 [I( DIA. HOLE AS LINE ENTRt FOR 12 -70 (1121 N.P.T. 6AS CONNECTION RIGHT SIDE A c - grc, 37 cLigs E.- CAN fl S2- 30 58.19 12 -11321 296.62 [1:-11 /I6) (OUtSIREI 04.86 13. 11/321 REF. 176.07 [1 398.22 EIS-II/161 (GITSIDEI _ 4 g Figure 2. YCC3018A through YCC3036A (2 of 2) SECTiGN X`X TYPICAL (81 SIDES Of SIDEFLOR DUCT OPENINGS 1155.46 (45 -1121 ISU9FACE AREA1 BACK SIDE 398.22 EIS-II /161 OUTSIDE: t1 � 182.91 11 -31163 02 -12 -2008 PETER CRELLEY PO BOX 33370 SEATTLE WA 98133 RE: Permit No. M07 -179 816 INDUSTRY DR TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing► and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/26/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall Permit Technician wie xc: Permit File No. M07 -179 City of Tukwila ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 DEPARTMENTS: dr il l ing Division Public Works ❑ Complete EL Comments: Documents/routing slip.doc 2 -28-02 �.: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M07 -179 DATE: 08 -15 -07 PROJECT NAME: VENT TECH SITE ADDRESS: 816 INDUSTRY DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued 51I 4 14, F ire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n ❑ Permit Coordinator ❑ DUE DATE: 08-16-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 09-13-07 Not Approved (attach comments) n DATE: Planning Division C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License PROSTMI072NG Licensee Name PRO STAFF MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601038859 Ind. Ins. Account Id 52073600 Business Type CORPORATION Address 1 PO BOX 33370 Address 2 City SEATTLE County KING State WA Zip 98133 Phone 2063610071 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/7/1993 Expiration Date 6/30/2008 Suspend Date Separation Date Parent Company Previous License PROSTHA136NJ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ALMO, LEONARD L PRESIDENT 08/07/1993 ALMO, PENNY VICE PRESIDENT 08/07/1993 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #7 Bond Company Name TRAVELERS CAS & SURETY CO Bond Account Number 103645389 Effective Date 08/07/2001 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 07/30/2001 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PROSTMI072NG 08/24/2007 SCALE: 1/8 " =l' -0" Fi er__ 1< '3I (ya;).-' C,- 14-"V* 7 -4 bL C As M r-_ rz VAC FLOOR � --- PLAN SCALE: 1/8 " -1' -0" WEST ELEVATION 5 - "PP of r2OOF AC- 8'6 Il ro or AC-- 8( 6 /9' SCALE: 1/8 " -1' -0' 7 EXISTING EXHAUST FAN ROOF TERMINATION ROOF PLAN el6 VS AC -816 TRANE ROOFTOP PACKAGED EQUIPMENT SCHEDULE NEW EQUIPMENT NOTES: 1. Economizer and Barometric Relief Air Damper. 2. 7 -Day programmable night setback thermostat with 5 degree deadband capability. 3. Outside air intakes to be 10'- 0" from exhaust outlets, gas flues & plumbing vents. 4. Seal all new ductwork air tight per code. HVAC SCOPE OF WORK: e One new Trane 2 -Ton gas /electric AC unit with economizer, barometric relief air damper and factory roof curb. e Roof cutting & minor cross - framing. ♦ Associated ductwork distribution systems, diffusers, transfer air grilles and return grilles. ♦ Gas piping tied to the existing gas piping. • One new programmable thermostat. • Equipment start -up & test. e Air balancing & report per code. AC DRAWING NOTES: AC = ROOFTOP AIR CONDITIONING UNIT CD = CEILING DIFFUSER RG = RETURN GRILLE TG = TRANSFER GRILLE EF = EXHAUST FAN OSA = OUTSIDE AIR TYP = TYPICAL UTR = UP THROUGH ROOF P.O.C. = POINT OF CONNECTION TO EXISTING N =NEW E = EXISTING R = RELOCATE G = GAS PIPING UH = UNIT HEATER PARCEL NUMBER: 253049015 BUILDING PLAN SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical t Electrical Mid Plumbing Gas Piping City of Tukwila BUILDING DIVISION SITE Permit No. gib_ q Plan review r; proval Is subject to errors and omissb Approval of conVauction documents does not author the violation cr c a - pied code or ordinance. Receipt of approve F; -. 1 °d n', .' ins is acknot viedged: City of Tukwila 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 I and may include additional plan review fees. i TAG AC -816 MODEL # SIZE 2YCC3024A1040A 2 -Ton CFM MIN OSA 725 140 GROSS COOLING (BTUH) 23,000 HEATING OUTPUT 60,500 COOLING EMI/SEER 11.0/13.00 HEATING INPUT 32,000 AFUE 80% ELECTRICAL 208 - 230/1160 (3- Phase!) MCA = 13.3 FUSE = 20 Sound (dB) WEIGHT (LBS.) 74 481 REVIEWED FOR CODE COMPLIANCE APPROVED C AUG 1 7 2007 Of Tukwila BUILDING, DIVIS„I.aN Job # 1224 C4) t?.) E 2 " Ifta � 4a 12 E REVISIONS C 0 O " > CO U U N zz C � o3 u - 2 c u N 00) > E m �0, , v N _ U) U7 N 0 RECEIVED CITY OF TM/I /I _A i iG 1 2007 PERMIT CENTER CONTENTS SHEET NUMBER O a. t71 cc' to N N I- L a DRAWN P/S DATE x1 7