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HomeMy WebLinkAboutPermit M06-145 - JACKSON DEAN CONSTRUCTIONJACKSON DEAN CONSTRUCTION 3414S 116 ST MOO- 145 Parcel No.: Address: Suite No: 1023049012 3414 S 116 ST TUKW City 6 Tukwila Tenant: Name: JACKSON DEAN CONSTRUCTION Address: 3414 S 116 ST, TUKW ILA WA Owner: Name: AMC FAMILY LLC Address: AMBROSE M CRONIN IV, 140 NW 14TH AVE Contact Person: Name: MAREK GRUSZECKI Address: PO BOX 24567, SEATTLE WA Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567, SEATTLE WA Contractor License No: MCKINCL942DW Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: DESCRIPTION OF WORK: INSTALL (2) GAS PACKS, ALL ASSOCIATED DUCTWORK, GRILLES, AND DIFFUSERS Value of Mechanical: $33,900.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall /Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial /Industrial doc: IMC- Permit EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 2 0 0 0 0 0 0 0 0 "continued on next page" M06 -145 07/17/2006 01/13/2007 Phone: Phone: 206 832 -8122 Phone: (206)762 -23311 Expiration Date:03 /16/2008 Steven M. Mullet, Mayor Steve Lancaster, Director Fees Collected: $546.18 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU 0 30 -50 HP/1,750,000 BTU 50+ HP/1,750,000 BTU 0 Fire Damper 0 Diffuser 24 Thermostat 2 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M06 -145 Printed: 07 -17 -2006 Permit Center Authorized Signature:, VIA M— s permit and know the same to be true and correct. All provisions of law and ordinances governing this work will bTomplibd'with, whether specified herein or not. I hereby certify that I have read and 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 constructi• •i!i• performance of work. I am authorized to sign and obtain this mechanical permit. Signature' Print Name: doe: IMC- Permit City tn? Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us zf ' l / Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: MO6 -145 Issue Date: 07/17/2006 Permit Expires On: 01/13/2007 Date: ( '`l14W Date: 7 - -- ' 6 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. M06 -145 Printed: 07 -17 -2006 CITY OF TUKV/ II A DEPT.C'F CU" - G? fY DD' ei'ts;LNT 63C0 .:UTFL 'L.N I cA CL/D. TUKWILA, WA 9a1b8 PERMIT CONDITIONS Parcel No.: 1023049012 Permit Number: M06 -145 Address: 3414 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/29/2006 Tenant: JACKSON DEAN CONSTRUCTION Issue Date: 07/17/2006 1: ***BUILDING DEPARTMENT CONDITIONS "' ` PERMIT CENTER 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 9: 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. doc: Conditions **continued on next page** M06 -145 Printed: 07-17-2006 Cry rc Tt re""/ A DEPT. Cr: Cr'" .:.:.'::: Y D'.'. L. i TAT 6300 c uTF; .N i'G� CLvD. TUKWILA. WA 98188 PERMIT CENTER I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. lr Signature: Date: — a Print Name: doc: Conditions M06 -145 Printed: 07 -17 -2006 E-Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Address: 4t L1 9. t Roth --actr-k--son etwtSituctiGn New Tenant: 0 Yes 0 „No Tenant Name: Property Owners Name: Cretestlf Mailing Address: 3Lf - a-. I Law( IA ei Fci City State Zip Name: M ctrek _ Gvus Mailing Address: 13tS K .9ti-C3(1 vylcure tcc pnncte-4 v\61- IGENERWpOINTRACTOMINE(MMIONOlechinkiili -mitractoatiformsttion Company Name: Mailing Address: State Zip City Contact Person: Day Telephone E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **M) original or notarized copy of current Washington State Contractor License must be presented at the time of permit Issuance* Company Name: Mailing Address: Zip Contact Person: E-Mail Address: ENOINtEROF BECORD - A111 plais must be wet stamped by Engmeer of Record Company Name: tV VIc Mailing Address: Qb 9i 2 1 4 C 21 0-1 Contact Person: V GIAS7eCici tnnel-Art":-k--) Ca' MC k-4 E-Mail Address: qVconhs plus■icc dumps pennit applicafion (7-2001) Revise& 6445 bh Page 1 Building Permit No. Ivlechanicd1Permit No. Public Works Pennit No. King Co Assessor's Tax No.: 10 7- . Suite Number: Floor: icb - I 4t-Vs. OISI Day Telephone: City C V Fax Number: State Zip D- - /Ull im*sektii44,1 State City Day Telephone Fax Number: c7tic H-Lk LoN- Sri City Day Telephone: 2-12 Fax Number: di 764 --1107 Unit Type: QlY Unit Type: Qty Unitlype: Qty Boiler/Compressor: QlY Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>1 OOK BTU Evaporator Cooler Diffuser t 2. 3 -15 HP /500,000 BTU Floor Fumace 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 Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator GAS OcctextoG f)rGl.�. 2.. Air Handling Unit <10,000 CFM Incinerator - Comm/1nd Other Mechanical Equipment e ?PERMIT INFORMATION — 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: MGIct nsi CM. Pa Mailing Address: i' b ��u )C 24 slefl 0 City Sate Zip Contact Person: VV I. & el _ (,c C, kt t Day Telephone: 42-0 (a - p O ?O i 2—-- E- Mail VY1Ftt G�C� ivlC11-4 V1 , � I ✓11 Fax Number: (o 7�� ( � Contractor Registration Number: �� 1 N CL° I- - V V Expiration Date: 3' i (0 I OF3 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): S 3 Scope of Work (please provide detailed information): 1(tfa-11 ( ec vac a a so£tat - ool G c o'i-t c�tr i,U es 4 GLI 4f ksexs. Um. Residential: New .... Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Tvpe: Electric ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: 1'1• rSIT,i1PPLICA.TION"NOTE licahle to 11 permitguinithisiapplicatiS Valve of Construcdou -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 the 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 Signa ING 0 Print Name: Mailing Address: I Date Application Accepted: f 1 UTHO' 4 G 5011 Lire 4 t is r t. P v IN> WIMP Date Application Expires: 21, gV■mia piu.4z dunyse■eat tpplianon (7-2004) Revised 64-05 nn c P!c'& 211-aen Page 4 Date: tx) ( 2-L Day Telephone: 2 - 719 1 ��Atfl� City Wp K! Z�f State Zip Staff Initials: 1 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049012 Permit Number: M06 -145 Address: 3414 S 116 ST TUKW Status: APPROVED Suite No: Applied Date: 06/29/2006 Applicant: JACKSON DEAN CONSTRUCTION Issue Date: Receipt No.: R06 -01050 Payment Amount: 442.94 Initials: JEM Payment Date: 07/17/2006 09:15 AM User ID: 1165 Balance: $0.00 Payee: MCKINSTRY CO. TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 8298 442.94 ACCOUNT ITEM LIST: Description Current Pmts MECHANICAL - NONRES Account Code 000/322.100 442.94 Total: 442.94 74`59 07/17 ^716 TOTAL 442.94 doc: Receipt Printed: 07 -17 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049012 Permit Number: M06 -145 Address' 3414 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 06/29/2006 Applicant: JACKSON DEAN CONSTRUCTION Issue Date: Receipt No.: R06 -00956 Payment Amount: 103.24 Initials: JEM Payment Date: 06/29/2006 02:03 PM User ID: 1165 Balance: $442.94 Payee: MCKINSTRY CO. TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 8281 103.24 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES Account Code 000/345.830 103.24 Total: 103.24 6932 06/29 9716 TOTAL 103.24 doc: Receipt Printed: 06 -29 -2006 Project / / , / ( '.* � sK ' /// a ", Type of Inspection: % )n Address: e //c �/p' H 4 / Date Call d: Special Instrruction!✓ Date Wanted .. `� S p.m. Requester: Phone No: ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Receipt No.: INSPECTION RECORD Retain a copy with permit /9 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,i., it l/ _ rl $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Date: Pmt: Type of Ins ction: Address: Date Called: Special Instructions: Date anted: / a Requester: Phone No: INSP. TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: r 8.00 REINSPECTION F E REQUIRED. P or to tnspecuon, fee must be aid at 6300 Southcenter Blvd., Suite n. Call to sechedule reinspection. (Receipt No.: 'Date: El Corrections required prior to approval. Prct: \ `,�ACtSd .UFAn,/ Type of Inspection: tiewil Address: 3gys.pit Date Called: Special Instructions: Date W ted: a 6 I- z 5' -o6 Requester: Phone No: 0 20i-2 sr= 68 7 zi IN CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit j) e2 /r•1v #I/h J --i/ /g Date: Approved per applicable codes. Corrections required prior to approval. mike ,C 111AfJ t A49;. gi O4 C/: i,.✓ 4 'car 1/20 z 4' 58.00 REINSPE ° ON FEE REQUIR ,. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: tiI'l AL. i If A _ Date Cale•: r Special Instructions: Date Wanted: 1 a.m. ' equester: d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: mil• 17 vicomA4 K> l 00 4 „cfl 40 ! 1 - JJ $58.00 INSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: n i h ei r Type of Ins ection: t (N5!^ —1 h/ 6 ) OIL - 1 - 0 .1 —fit . D'kc< Special In ructions: Date Wan - - � J �� Jo1e;Su1ow +ih CLAP o J ., PA ...e ° "NM . en I C inA e 4 I w.l e l-ucQ e (',..I5 . Pro' ct: �rCU -SUS �oAt.! Type of Ins ection: t (N5!^ —1 h/ Address: ?41 1 t to c,-1 — Date Called: Special In ructions: Date Wan - - � J �� c a i rn., P nit Requester: Phone No: p e () 6 - 75.45 — €$fl INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. PE (20. )431.3670 0 Corrections required prior to approval. ns•-c .r: ti Date: n (AAA '.b �\ c 1 e. ` )))) I 7' z 7 -'f7 00 REINSPECT104 FEE REQUIREp. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suit 100. Call to sechedule reinspection. (Receipt No.: 'Date: Jackson Dean HVAC Load Analysis for Jakson Deen Seattle r• FILE COpy CHNAIAC COMMERCIAL WAG LOADS REVIEWED FOR CODE COMPLIANCE Annonuco JUL 12 2006 CI Of Tukwila FRITifTN( rThITSION Prepared By: RECEIVED CITYOFJIJKW!LA JUN ,2 9 2006 PERMITCEMIER Monday, June 26, 2006 t, nt M0tr145 \ \Mckdata\data \SPG Jobs \1187 Jackson Dean Const. Office Exp\Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM thvac - Full Commercial HVAC Loads Calculation Program McKinstry Co. Seattle WA 98134 -2423 Elite Software Development, Inc: Jac Dean Pa9e2; General Project Data Input General ?rolect rtormabon Project Project Designed Project Weather Client Client Barometric Altitude: Latitude: Mean Starting Number ui Calculations Lighting Equipment People People Zone Zone Zone People Lighting Equipment People Building Building 'n ema file title: date: name: city: daily ding requirements: sensible latent sensible latent heating diversity profile hr name: by: reference pressure: temperature & ending of unique De .. performed: requirements: safety profile profile default default • •eratm• hr time atilt load load safety factor: safety factor: number: number: number: ceiling wall hr city: for zones slues multiplier: multiplier: factor: factor: height: height: oad hr range: HVAC in this Pro hr load project: Iles hr calculations: ' 9 i hr A \MckdataAdataASPG Exp Jackson Marek 6 -21 SEATTLE, Jakson Seattle Both hr \Engineering G -06 Deen heating hr Dean WASHINGTON hr \Load\Jackson and hr Jobs Sam cooling hr V1187 29.491 - 10pm loads 12.00 12.00 hr Jackson Dean.CHV 400 47 26 19 1.00 1.00 255 205 10 5 20 100 0 0 0 hr in.Hg. feet Degrees Degrees Watts Watts Btuh Btuh % % % feet feet hr Dean per per per per hr Const. square square person person hr foot foot hr Office hr hr hr� hr hr hr 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 1C 2C 3 4 5C 60 7C 8 9 10 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 0 C C C C C C C C C 0 CC C C C C C C C C 0 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 0 C C C C C C C C C C C C C C C C C C C 0 C C C C C C C C CC C C C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C C CC C C C 0 CC C C C C C C C 0 C C C \ \Mckdata\data \SPG Jobs \1187 Jackson Dean Const. Office Exp\Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM Chvac -Full Commercial HVAC Loads Calculation Program . Seattle, WA 98134 -2423 - Elhe S oftware Development, Inc,'. Jackson Dean; Page General Project Data Input (cont'd) �Suilding >Gavel Design Month August June July September January February Winter Roof No. 1 Design Condibort Outdoor Dry Bulb 83 83 83 83 24 24 24 ASHRAE Roofik 5 Wall ASHRAE No. Group 1 D Outdoor Wet Bulb 66 66 66 66 66 66 Indoor Re1.Hum 50% 50% 50% 50% 50% 50% Roof U -Fac 0.050 Wall U -Fac 0.140 Indoor Dry Bulb 75 75 75 75 70 70 70 Dark Color Yes Wall Color D Grains Diff 4.17 4.17 4.17 4.17 111.41 111.41 In /Outdoor Correction -12 -12 -12 -12 -66 -66 Susp. Ceil Yes Partition No. 1 Glass No. 1 Shade No. 1 Dist Horiz Overh Projects 4.00 Summer U- Factor 0.500 Dist Beyond Right W.Edge 4.00 Partition U- Factor 0.140 Dist Beyond Left W.Edge 4.00 Winter U- Factor 0.500 Dist Overh Above Wind 1.00 Cool T -D 15 Dist Right Fin Proj 0.00 Glass Shd.Coef. 0.640 Dist R -Fin Beyond W.Edge 0.00 Ht Of Right Fin 0.00 Heat T -D 25 Interior Shading 2 Interior Shd.Coef 0.000 It i eteiShadin evices Dist Left Fin Proj 0.00 Dist L -Fin Beyond W.Edge 0.00 Ht Of Left Fin 0.00 \ \Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering \Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM \ \Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM Chvac - Full Commercial HVAC Loads Calculation Program McKinsey Co. Seattle, WA 98134 -2423 a Elite S oftware Deve lopment, - fnc: � Jackson Dean , Pa e' Air Handler Input Air ° and ,er Number l=lnput =Data Name: Terminal type: Method for CV Supply fan type: Calculations performed: Excess supply air: Occurrences: People profile number: Lighting profile number: Equipment profile number: Exhaust may not exceed supply air: Leaving heating coil temp (deg.F): Leaving cooling coil temp (deg.F): Cooling coil CFM Misc. Btuh gain - supply side: Misc. Btuh gain - retum side: Combined fan & motor efficiency: Static pressure across fan (in.wg.): Summer supply duct temp rise (deg.F): Summer retum duct temp rise (deg.F): Winter supply duct temp drop (deg.F): Winter retum duct temp drop (deg.F): Chilled water temp difference (deg.F): Hot water temp difference (deg.F): Cooling ventilation: Cooling infiltration: Heating ventilation: Heating infiltration: Pretreated outside air: Pretreated air Summer DB ( deg.F): Pretreated air Summer WB ( deg.F): Pretreated air Winter DB ( deg.F): Design Outdoor Month Dry Bulb Outdoor Wet Bulb Expansion Perimeter Constant Volume Proportion Draw -thru fan Both heating and cooling loads Reserve 1 0 0 0 Yes 95.0 55.0 0 0 0 80 2.50 0.000 0.000 0.000 0.000 0.000 0.000 20 CFM /Pr 0 AC /Hr 20 CFM /Pr 0.5 AC /Hr none 0 0 0 Indoor Indoor Rel.Hum Dry Bulb Grains Diff In /Outdoor Correction August 83 June 83 July 83 September 83 January 24 February 24 Winter 24 66 66 66 66 66 66 50% 75 50% 75 50% 75 50% 75 50% 70 50% 70 70 4.17 4.17 4.17 4.17 111.41 111.41 -12 -12 - 12 -12 -66 -66 r_ an er un'i.er 2 n t Data Name: Terminal type: Method for CV Supply fan type: Calculations performed: Excess supply air: Occurrences' Expansion Interior Constant Volume Proportion Draw -thru fan Both heating and cooling loads Reserve 1 0 0 0 Yes 95.0 People profile number: Lighting profile number: Equipment profile number: Exhaust may not exceed supply air: Leaving heating coil temp (deg.F): \ \Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM \ \Mckdata \data\SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering \Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM Chvac - Full Commercial HVAC Loads Calculation Program McKinstry Co. WA 98134 -2423 Elite Software Development, Inc. - Jackson Dean , Page 5 Air Handler Input L ont'd) Air an er um er2 Data . ; ; ..: ......,; Leaving cooling coil temp (deg.F): 55.0 Cooling coil CFM 0 Misc. Btuh gain - supply side: 0 Misc. Btuh gain - retum side: 0 Combined fan & motor efficiency: 80 Static pressure across fan (in.wg.): 2.50 Summer supply duct temp rise (deg.F): 0.000 Summer retum duct temp rise (deg.F): 0.000 Winter supply duct temp drop (deg.F): 0.000 Winter retum duct temp drop (deg.F): 0.000 Chilled water temp difference (deg.F): 0.000 Hot water temp difference (deg.F): 0.000 Cooling ventilation: 20 CFM /Pr Cooling infiltration: 0 AC /Hr Heating ventilation: 20 CFM /Pr Heating infiltration: 0.5 AC /Hr Pretreated outside air: none Pretreated air Summer DB ( deg.F): 0 Pretreated air Summer WB ( deg.F): 0 Pretreated air Winter DB ( deg.F): 0 Design Outdoor Outdoor Indoor Indoor Grains In /Outdoor Month Dry Bulb Wet Bulb Rel.Hum Dry Bulb Diff Correction August 83 66 50% 75 4.17 -12 June 83 66 50% 75 4.17 -12 July 83 66 50% 75 4.17 -12 September 83 66 50% 75 4.17 -12 January 24 66 50% 70 111.41 -66 February 24 66 50% 70 111.41 -66 Winter 24 70 \ \Mckdata \data\SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering \Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM \\Mckdata \data \SPG Jobs \1167 Jackson Dean Const. Office Exp \Engineering\LoadUackson Dean.CHUionday, June 26, 2006, 3:16 PM Chvac • Full Commercia H A C - Loa • s Calculation Program IcKinstry Co. _. - Seattle, WA 98134-2423 Elite Software 6eveiopment,' Inc. , Jackson Dean. Pace 6+ Building Summary Loads Building peaks in August at 1 pm. : 1dg Load ' ° ' ea . Sen °loTof yen lvlO t % et escnptions .._ -. - ,:Chian `Loss Loss Gai Roof 2,488 6,867 6.38 0 2,224 2,224 1.72 Wall 1,237 9,556 8.88 0 2,862 2,862 2.21 Glass 983 27,142 25.22 0 59,702 59,702 46.08 Floor Slab 93 3,183 2.96 0 0 0 0.00 Skin Loads 46,748 43.44 0 64,788 64,788 50.00 Lighting 5,015 0.00 0 18,823 18,823 14.53 Equipment 4,396 0.00 0 16,500 16,500 12.73 People 29 0.00 6,149 8,013 14,161 10.93 Partition 816 3,42 3.18 0 1,885 1,885 1.45 Cool. Pret. 0 0.00 0 0 0 0.00 Heat. Pret. 0 0.00 0 0 0 0.00 Cool. Vent. 571 0.00 3,450 3,097 6,547 5.05 Heat. Vent. 571 27,97 25.99 0 0 0 0.00 Cool. Infil. 0.00 0 0 0 0.00 Heat. MI. 50 29,46 27.38 0 0 0 0.00 Draw -Thru Fan 0.00 0 6,862 6,862 5.30 Blow -Thru Fan 0.00 0 0 0 0.00 Reserve Cap. 0.00 0 0 0 0.00 Reheat Cap 0.00 0 0 0 0.00 Supply Duct 0.00 0 0 0 0.00 Retum Duct 0.00 0 0 0 0.00 Misc. Supply 0.00 0 0 0 0.00 Misc. Retum 0.00 0 0 0 0.00 Building Totals 107,618 100.00 9,598 119,967 129,566 100.00 :wilding < . ;, , , n ' :` ' °Tot ... Laf;: Summa Loss Loss Gain Gain Gain.;; h,.. y Gain; Ventilation 27,975 25.99 3,450 3,097 6,547 5.05 Infiltration 29,468 27.38 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 50,175 46.62 6,149 110,009 116,157 89.65 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 0 0.00 0 6,862 6,862 5.30 Building Totals 107,618 100.00 9,598 119,967 129,566 100.00 Total Building Supply Air (based on a 20° TD): 5,579 CFM Total Building Vent. Air (10.24% of Supply): 571 CFM Total Conditioned Air Space: 5,015 Sq.ft Supply Air Per Unit Area: 1.1125 CFM /Sq.ft Area Per Cooling Capacity: 464.4744 Sq.ft/Ton Cooling Capacity Per Area. 0.0022 Tons/Sq.ft Heating Capacity Per Area. 21.46 Btuh/Sq.ft Total Heating Required With Outside Air: 107,618 Btuh Total Cooling Required With Outside Air: 10.80 Tons \\Mckdata \data \SPG Jobs \1167 Jackson Dean Const. Office Exp \Engineering\LoadUackson Dean.CHUionday, June 26, 2006, 3:16 PM Chvac - Full Commercial HVAC Loads Calculation Program "MckinstryCc: .. .. . 'Seattle, WA 981342423 Air Handler #1 - Expansion Perimeter - Summary Loads 192 4,859 8,768 285 20 /P 20 /P 1 183 381 0 26 26 2,304 0.95 1.98 0 22 23 2 1 -2 -perim Off 120 3,107 5,979 178 20 /P 20 /P 10am June 1 117 260 0 17 17 1,440 0.97 2.16 0 14 16 3 1 -3 -perim Off 120 3,107 5,979 178 20 /P 20 /P 10am June 1 117 260 0 17 17 1,440 0.97 2.16 0 14 16 4 1-4 -perim Off 221 8,505 14,494 215 20 /P 20 /P fpm September 1 320 630 0 20 20 2,652 1.45 2.85 0 38 38 5 1 -5 -perim Off 156 4,040 9,071 232 20 /P 20 /P 2pm September 1 152 394 0 22 22 1,872 0.97 2.53 0 18 24 11 1- 11 -int- storage 192 3,856 4,951 0 20 /P 20 /P 10am June 0 145 215 0 0 0 2,304 0.75 1.12 0 17 13 12 1 -12 -per 102 2,041 3,223 0 20 /P 20 /P 10am June 0 77 140 0 0 0 1,224 0.75 1.37 0 9 9 13 2- 13- perim -e 144 3,370 4,902 215 20 /P 20 /P 12pm June 1 127 213 0 20 20 1,728 0.88 1.48 0 15 13 14 2- 14- perim -e 360 8,931 14,191 646 20 /P 20 /P 12pm June 3 336 617 0 60 60 4,320 0.93 1.71 0 40 37 1 -1-e -perim 10am June Elite Software - Development, inc Jackson bean .. ...... rage 7 15 2- 15- perim -e 204 7,390 12,900 303 20 /P 20 /P fpm September 1 278 560 0 28 28 2,448 1.36 2.75 0 33 34 16 2- 16- perim -e 156 3,870 5,940 232 20 /P 20 /P 12pm June 1 145 258 0 22 22 1,872 0.93 1.65 0 17 16 17 2- 17- perim -e 128 2,658 3,691 190 20/P 20 /P 12pm June 1 100 160 0 18 18 1,536 0.78 125 0 12 10 Zone Peak Totals: 2,095 55,736 94,090 2,674 Total Zones: 12 12 2,094 4,088 0 248 248 Unique Zones: 12 25,140 1.00 1.95 0 248 248 \ \Mckdata \data \SPG Jobs V1187 Jackson Dean Const. Office Exp\ Engineering \Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM \ \Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHUlonday, June 26, 2006, 3:16 PM thvac - Full Commercial HVAC Loads Calculation Program - McKinstry Co. Seattle WA 98134 -2423 Elite Software Development, Inc. Jackson Dean Paeea: Air Handler #1 - Expansion Perimeter - Total Load Summary Air Handler Description: Expansion Perimeter Constant Supply Air Fan: Draw -Thru with program estimated Fan Input: 80% motor and fan efficiency with Sensible Heat Ratio: 0.97 Air System Peak Time: 12pm in August. Outdoor Conditions: 77° DB, 65° WB, 72.95 grains Summer: Ventilation Winter: Ventilation Volume - Proportion horsepower of 2.01 HP 2.5 in. water across the fan — This system occurs 1 time(s) in the building. — controls outside air. 210 CFM 248 CFM 67,899 Btuh 2,094 CFM 248 CFM 88,643 Btuh 4,088 CFM 248 CFM 248 CFM 539 Btuh 89,182 Btuh 4,149 Btuh 93,331 Btuh controls outside air, — Zone Space sensible loss: 43,425 Btuh Infiltration sensible loss' 12,310 Btuh Outside Air sensible loss 12,164 Btuh Supply Duct sensible loss: 0 Btuh Retum Duct sensible loss: 0 Btuh Retum Plenum sensible loss: 0 Btuh Total System sensible loss. Heating Supply Air: 55,736 / (.986 X 1.08 X 25) = Winter Vent Outside Air (11.9% of supply) = Zone space sensible gain: 83,615 Btuh Infiltration sensible gain: 0 Btuh Draw -thru fan sensible gain: 5,028 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: Cooling Supply Air: 88,643 / (.986 X 1.1 X 20) = Summer Vent Outside Air (6.1% of supply) = Retum duct sensible gain: 0 Btuh Retum plenum sensible gain: 0 Btuh Outside air sensible gain: 539 Btuh Blow -thru fan sensible gain: 0 Btuh Total sensible gain on retum side of coil: Total sensible gain on air handling system: Zone space latent gain: 2,674 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 1,475 Btuh Total latent gain on air handling system: Total system sensible and latent gain: " Fl tires. Total Air Handler Supply Air (based on a 20° TD): 4,088 CFM Total Air Handler Vent. Air (6.08% of Supply): 248 CFM Total Conditioned Air Space: 2,095 Sq.ft Supply Air Per Unit Area: 1.9513 CFM/Sq.ft Area Per Cooling Capacity: 269.3648 Sq.ft/Ton Cooling Capacity Per Area. 0.0037 Tons/Sq.ft Heating Capacity Per Area: 32.41 Btuh/Sq.ft Total Heating Required With Outside Air: 67,899 Btuh Total Cooling Required With Outside Air: 7.78 Tons \ \Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHUlonday, June 26, 2006, 3:16 PM Chvac -'Full Commercia McKinstry Co. Seattle, WA 98134-2423 Air Handler #2 - Expansion Interior - Summary Loads 1 -6-int Copy - supply 10pm February 120 705 1,246 178 20 /P 20 /P 1 26 61 0 17 17 1,440 022 0.51 0 10 13 1 -7 -int -office 216 1,269 2,498 431 20 /P 20 /P 10pm February 2 48 122 0 40 40 2,592 0.22 0.57 0 17 26 1-8-int-office 312 3,043 4,179 646 20 /P 20 /P 10pm February 3 114 204 0 60 60 3,744 0.37 0.65 0 41 44 1- 9- intopen office 10pm February 476 2,797 3,849 431 20 /P 20 /P 2 105 188 0 40 40 5,712 0.22 0.40 0 38 41 10 1- 10 -int Corridor 300 1,763 1,126 0 20 /P 20 /P 10pm February 0 66 55 0 0 0 3,600 022 0.18 0 24 12 18 2- 18- interior 1,160 10,018 12,789 1,292 20 /P 20 /P 6pm June 6 376 625 0 120 120 13,920 0.32 0.54 0 135 135 19 2- 19 -int 336 4,313 4,817 499 20 /P 20 /P 6pm June 2 162 235 0 46 46 4,032 0.48 0.70 0 58 51 Zone Peak Totals: 2,920 23,908 30,503 3,475 Total Zones: 7 16 898 1,491 0 323 323 Unique Zones: 7 35,040 0.31 0.51 0 323 323 \ \Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM 'Chvac - Full Commercial HVAC Loads Calculation Program i tli Elite Software Development, Mc. McKinstry Co." ... - i Jackson Dean Seattle, WA 981342423 Pape ID Air Handler #2 - Expansion Interior - Total Load Summary Air Handler Description: Expansion Interior Constant Volume - Proportion Supply Air Fan: Draw -Thru with program estimated horsepower of 0.73 HP Fan Input: 80% motor and fan efficiency with 2.5 in. water across the fan Sensible Heat Ratio: 0.90 — This system occurs 1 time(s) in the building. -- Air System Peak Time: 5pm in June. Outdoor Conditions: 80° DB, 66° WB, 73.96 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in June at 6pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 30,503. Summer: Ventilation Winter: Ventilation outside air. controls outside air, — controls Zone Space sensible loss 6,750 Btuh Infiltration sensible loss 17,158 Btuh 292 CFM Outside Air sensible loss 15,811 Btuh 323 CFM Supply Duct sensible loss: 0 Btuh Retum Duct sensible loss. 0 Btuh Retum Plenum sensible loss* 0 Btuh Total System sensible loss: 39,719 Btuh Heating Supply Air: 23,908 / (.986 X 1.08 X 25) = 898 CFM Winter Vent Outside Air (35.9% of supply) = 323 CFM Zone space sensible gain: 30,503 Btuh Infiltration sensible gain: 0 Btuh Draw -thru fan sensible gain: 1,834 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 32,337 Btuh Cooling Supply Air: 32,337 / (.986 X 1.1 X 20) = 1,491 CFM Summer Vent Outside Air (21.7% of supply) = 323 CFM Retum duct sensible gain: 0 Btuh Retum plenum sensible gain: 0 Btuh Outside air sensible gain: 1,750 Btuh 323 CFM Blow -thru fan sensible gain: 0 Btuh Total sensible gain on retum side of coil: 1,750 Btuh Total sensible gain on air handling system: 34,088 Btuh Zone space latent gain: 3,475 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 1,950 Btuh Total latent gain on air handling system: 5,425 Btuh Total system sensible and latent gain: 39,513 Btuh hec Figures. = Total Air Handler Supply Air (based on a 20° TD): 1,491 CFM Total Air Handler Vent. Air (21.65% of Supply): 323 CFM Total Conditioned Air Space: 2,920 Sq.ft Supply Air Per Unit Area. 0.5107 CFM /Sq.ft Area Per Cooling Capacity: 886.8057 Sq.ft/Ton Cooling Capacity Per Area: 0.0011 Tons/Sq.ft Heating Capacity Per Area: 13.60 Btuh/Sq.ft Total Heating Required With Outside Air: 39,719 Btuh Total Cooling Required With Outside Air: 3.29 Tons Mckdata \data \SPG Jobs \1187 Jackson Dean Const. Office Exp \Engineering\Load\Jackson Dean.CHMonday, June 26, 2006, 3:16 PM BTL ENGINEERING Structural Calculations for �- ACME Bowling Center Tukwila, WA Retail Center Mechanical Unit Support Calculations June 15`", 2006 DMUS 0943-06 17924 - 140' Avenue NE, Sutte 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821-2120 FILE COPY REVIEWED FOR CODE COMPLIANCE A nnanUC f JUL 12 2006 dtjl Of Tukwila RI rinfi Tfln► CIT YOFT � L4 JUN, 2 fOOS PERMITCENTER Mop -131- BTL ENGINEERING 17924 — 140 Avenue NE, Suite 220 Woodinville, WA 98072 - 4315 Phone: (425) 814 -8448 Fax: (425) 821-2120 Calculations BT'L ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814_8448 Fax: (425) 8 21-2120 Gravity Support BTL ENGINEERING CNEC< A0 4sSrmeo rx S Roof '.s IN SUUU u me ne "- - -- cm Morel ls Ml 5C. Ftee.C12 oef1,-sta I. SPRw'GP1< PIZo90 n ON m re[t:, vJrt ............................ To Goa AC o MECO L 4‘,1 -t CkST W 12 V., I r. :7Z t '3 e_) 2, o 2.b 2,5 L 2. (.', 0 6)(3 - ' `e 51 x 11 PJtU vs F D PsF W (41E.CC (7eNr1 q. OI.fLtC1 ONa t�i ovT la K 1.3 t -r K., c 51 K.l r A 55Jrle5 ALL of hf{N UJ kg" 5u PuRTa7 ' P= IIzS 33 1,s r (4j (s.s ,j + 2S) ' ,Sob VLF ........................... Project: Designed By: Project Number: Client: Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 980724315 Phone. 425 814 -8448 Fax: 425- 821 -2120 Date. Page: G—t BTL ENGINEERING AheovACK qF [: XtV - 1 ....................... Lo CATS 2.16 .......................... A S u A 9tf.e(TlOn) rneco l t.,,a 11 3Er. 2. N or Ica 12 x 19 Liles '-(-s or 6 + 1.+ C mt0 C O36, I 0 0 ........................................... ............................... D IV T'AL 2AL ei bfo a us et G - 11 1 2. 7 1 kill hi 1/4) r=Q OK Ta •Ih tnJ$ T 13 S vPP circler) 6- 2 ( ttn)(, 7s4'(e.1) ( 14.15) t (I VIA u00)(13ox 33) 2 ZZ -. 2AN f ANJ 1728) CCPr7Z G..tt /1 Jf 177I7 S u PPoitr NO FUR !Pi t1C E,An 5 PA 6-1.15 L\24 rk1 21_t IM 19 o C Project: Project Number Client: Designed By Scale: 17924 - 140th Avenue NE Suite 220 Woodinville, WA 98072 -4315 Phone: 425- 814-8448 Fax: 425 -821 -2120 Date. Page. L'Z BTL ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425- 814 -84.4 Fax: 425 -821 -2120 Ite .................... .. ...... .. ............... A( 6 in ern rSEt '3v SPA,J 1$1 N.s") ,G) Hect< n6aec ‘C o,./ ............................ ............................... 7 5 G (&nt rr ca se. '3eit.n.e n! t -/ bH1 3") 5Ib5 s K t tL,b KST cK 3 6 37s)( t12. a ectaf o 001 It 290 D3et_t, 5 sZ SO b 1 U 5c L '3 Ls- 1 E4 s G '7442 s 1 41 oIC Project: Designed By: Date- Scale- Page: L-3 Project Number: Client: BTL FNC:INE ERING 17924 — 140th Avenue NE, Suite 2 20 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821-2120 Seismic Support Wit E NGI NEERIN G Acme Retail Criteria Code: IBC 2003 /ASCE 7 -02 Occupancy Category: 11- Other Structures • I IBC Table 1604.5 Seismic Use Group: 1 I E = 1.00 (Seismic Factor) Site Class: Ss = 1.43 S t = 0.49 0 I F = 1.00 F = 1.51 -4 c L\,2. ASCE Table 9.4.1.2.4a ASCE Table 9.4.1.2.4b 15620 NE Woodinville-Duvall Place, Suite 3 Woodinville, WA 98072 -5209 Phone: 425 -814 -8448 Fax: 425-821-2120 Revision Date: 6/10/2006 Iv I ASCE Table 9.4.1.2 Date: 6/10/2006 Page: a 5—c _v v< 1-1(.44-• Lv as L.vv uY vw.e u.. science fora changing world LOCATION 47.4610 Lat. - 122.2541 Long. The interpolated Probabilistic ground motion values, in ;g, at the requested point are: 10 €PE in 50 yr 2 %PE in 50 yr PGA 32.75 63.12 0.2 sec SA 72.39 142.54 1.0 sec SA 23.72 48.79 SEISMIC HAZARD: Hazard by Lat/Lon, 2002 http: / /egint.cr. usgs.gov/eq- men /cgi- bin /find -11- 2002- interp -06.cgi 1 agC 1 V1 1 S -2 6/101)006 B TL E NCI NEE MN C Acme Retail Design Base Shear SMS = F = 1.43 S = z %SMS = 0.95 SM1= F,S1 = 0.74 SD1 %SM1 = 0.49 15620 NE Woodinville -Duvall Place, Suite 3 Woodinville, WA 98072 -5209 Phone: 425 -814 -8448 Fax: 425-821-2120 Revision Date: 6/10/2006 Date: 6/10/2006 Page: --Stt2 �-3 BTL ENGINEERING e l LOAg Fp sbs WP (, , t) 1 , to S W .9 1,s2 h1 S o s T c , u5C (.7)(?1/4P5It.o u w 5 b .5 a r 1.0 O 2.5 ct5 (� scE 7 -02 TAeke 1. b.3. Z R o ar ) Project: Project Number. Client: 15620 NE Woodinville- Duvall Place, Suite 3 Woodinville, WA -5209 Phone 415- 8148448 Far 4-25 -821 -2120 Designed By: Date- Scale: 5 —� Page: BTL ENGINEERING C4eCK M OT Mletsl5T 5lne vlecJ ANCNoRAt vt d u9L1FT s (1■2 5)( ' 12-) op CU f7 'ro 10 5 c Jee Iq 5 E A S k1e 'ceru 21, k125 I7, 69 8 Jb - r n I ! I f2eit5T VthO 5l Pv 1nE 1,6b No L4 P k), (z) ' to Sme Pete Pe ac - L' tcbrte kJ= 82D +. I1.S t 3G gel I O/2 wl S 1 \n Ih 111 c SC PEWS Ib •4s6 w 5 13 117 NLi u& r 6 IC Project: Project Number: Client: Designed By: Scale- 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone 425 - 814 -8448 Fax: 425- 821 -2120 Date. 5 — S Page- r A Clearance th togging U1ay.amu - vum my %aaa.cnruun. nWSwt.......". 2, A3 Qty: 7 Tag(s): AC -A1, AC -D1, AC-B2, AC-C1, AC-C2, AC -E1, AC-E2 CLEARANCE 36" ROOF OPENING- UNIT OUTLINE CLEARANCE 36" FLD = Fumished by Thane / Installed by Others CLEARANCE 48" CLEARANCE 36" HORIZONTAL - PACKAGED COOLING CLEARANCE Dane Equipment Submittal DOWNFLOW- PACKAGED COOLING CLEARANCE CLEARANCE FROM TOP OF UNIT rr pr Clearance & Rigging Diagram - unitary Gasitiectric Koortop units Qty: 5 Tag(s): AC -B2, AC-C1, AC-C2, AC -E1, AC -E2 J ti CORNER WEIGHT FLD = Fumished by Trane / Installed by Others INSTALLED ACCESSORIES NET WEIGHT DATA NOTE: 1. CORNER WEIGHTS PRE GIVEN FOR INFORMATION ONLY. 2 TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE .5 IBS. RIGGING AND CENTER OF GRAVITY Trane Equipment Submittal 5 -7 ACCESSORY WEIGHTS 36.0E ECONOMIZER - MOTORIZED OUTSIDE NR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICAUGAS UNIT MOUNTED CIRCUIT BREAKER UNIT MOUNTED DISCONNECT POWERED CONVENIENCE OUTLET HINGED DOORS HAIL GUARD SMOKE DETECTOR. SUPPLY /RETURN NOVAR CONTROL DEHUMIDAFICATION (HOT GAS REHEAT) COIL ROOF CURB 115.0 lb STAINLESS STEEL HEAT EXCHANGER BASIC UNIT WEIGHTS CORNER WEIGHTS I CENTER OF GRAVmY SHIPPING NET AO 273.0 E 1 © 1460 (E) LENGHT (F) WROTH 963.010 820.0E © 208.015 © 193015 38• 1 72• pr Clearance & Rigging Diagram - unitary Gasitiectric Koortop units Qty: 5 Tag(s): AC -B2, AC-C1, AC-C2, AC -E1, AC -E2 J ti CORNER WEIGHT FLD = Fumished by Trane / Installed by Others INSTALLED ACCESSORIES NET WEIGHT DATA NOTE: 1. CORNER WEIGHTS PRE GIVEN FOR INFORMATION ONLY. 2 TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE .5 IBS. RIGGING AND CENTER OF GRAVITY Trane Equipment Submittal 5 -7 BTL ENO /NEERING 17924 — 140« Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Details t1 0 tic 11CIG111: 1030 IBS VOLTAGE: 460/60/3 4C1c 11.0 u f5: 25.0 ES: 25.0 WIGHT: 150 105 WEIGHT: 1125 LBS WFIG4i: 1030 LOS VOLTAGE'. 650/60/7 VOLTAGE: 460/50/3 VOL TACE 160/60/3 L CL _160 ufe 126— Yfb 11 YES: 150 4E5 35.0 YES: 25. YCB: 25.0 4CB: 35.0 1 W YCB: 25. P -.3 Y _ e _ - 9 -b 7M Cf , 1B b rwy A 7 lV f Kl s( }j,..I I GE�AC -C2� VOLTAGE: 460 /60 /3 P VOL AGE: 460/60/3 1 P ® -b YC=_ 72.6 4CA 320 2A�LX LIES: 35.0 35.0 MCO Y[8' 35.0 4CB 35.0 4" FLUE VENT IN/CAP —'/ EXTEND 3 FT ABOVE ROOF �, ROC J V N y -u . P RIR AAYZ N IV co r 0°0 m Op t N ao� ^n ti O H O BTL ENGINEERING 4 4. In) f 5 LACTA cJ ,fl CTAL 1)EC K. _ f2EIT)OV€ i1 re-RAM fn2EPRD00-4 tr A S f.e. 0 roc. 'Kis op., q■•■• 3 r 1315 I rl 'TACK- 4 oek pLA).1 16 Project Designed Br Project Number. Client: Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 980724315 Phone: 425-814-8448 Fax: 425-821-2120 Date. Page. c)-- 2- BTL ENGINEERING t-ttY( Qoo( n Oetie PLaw ?gyro p\ecNL Vr11 i V IrJIr yr or CO *10 5C2�wS t &CH SINE B ° TAll r1AtiuFAUTUC& 5 Cu2(h Nlt r/tMUM Gf (2) 'N «, Sc2E't..5 (oe_ 1 P1N5) la A. S ne ( 6 To7AC_ 2$ PcC PlAn1 Project: _ Designed By: Project Number: Client: Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425 -814 -8448 Fax: 425- 821 -2120 Date - Page 'D' 3 01-02 -2007 MAREK GRUSZECKI PO BOX 24567 SEATTLE WA 98124 RE: Permit No. M06 -145 3414S116STTUKW Dear Permit Holder. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this 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, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fora 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 final 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 Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in wrltine 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 02/21/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. xc: Permit File No. M06 -145 • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: M06 -145 DATE: 06 -29 -06 PROJECT NAME: JACKSON DEAN CONSTRUCTION SITE ADDRESS: 3414 S 116 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buiing Division M Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing sl 1p.doc 3 -38-03 rr-' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fir e Prevention Structural Incomplete Approved with Conditions 611 itik 'l`s !� DATE: DATE: Planning Division Permit Coordinator TUES/THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DUE DATE: 07 -06-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 08-03-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MCKINCL942DW Licensee Name MCKINSTRY CO LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602569922 Ind. Ins. Account Id 70616500 Business Type LIMITED LIABILITY COMPANY Address 1 PO BOX 24567 Address 2 City SEATTLE County KING State WA Zip 98134 Phone 2067623311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/16/2006 Expiration Date 3/16/2008 Suspend Date Separation Date Parent Company Previous License Next License MCKIN "372ND Associated License Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D AGENT 03/16/2006 ALLEN, DEAN C PARTNER/MEMBER 03/16/2006 MOORE, DOUGLAS J PARTNER/MEMBER 03/16/2006 ALLEN, DAVID E PARTNER/MEMBER 03/16/2006 TEPLICKY, JOSEPH PARTNER/MEMBER 03/16/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MCKINCL942DW 07/17/2006 BUILDING ARCHITECT PROJECT DIRECTORY STRUCTURAL ENGINEER CONTRACTOR JACKSON DEAN CONSTRUCTION 3414 SOUTH 116TH STREET TUKWILA. WA 98168 t 206.8322900 E 206.832.3400 JACKSON DEAN CONSTRUCTION OFFICES 3414 SOUTH 116114 STREET TUI(WILA. WA 96168 GARY STADLMAN, AEA 3414 SOUTH 116TH STREET TUKWILA WA 96168 t 2068322978 f: 206.832.3478 ENGINEERS NORTHWEST 6869 WOODLAWN AVE_ NE. SEATTLE. WA 96115 t 206.525.7560 E 206.522 6696 JACKSON DEAN CONSTRUCTION 3414 SOUTH 116TH STREET TUICWMLA WA 96168 t 2068322900 k 206.832.3400 ACOUSTICAL ACUUSIABLE ADJACENT ABOVE THSIED FLOOR (SLAB) ALUM IIUIJAN•o1I A VD. AAEC*z D AFFROX APPROIMATE B O. BOARD BLDG BUIOMNG ax MOCK -- • - �^CJCHrG S BEAM BON- EIGT/C91 BVML BEVY EN CB CATCH BAS HI C.G. COMER GUARD C1 CAST sica C 1R CAST WI PLACE CL CENTER Lire. a_ o O.G. CEILING CAM CCM:WM WASOPaly LINT COL_ COLLTAS CONC. COMPETE CONT. CONTiNUOUS CONSTR. OO•TRUCTION COMM CONTRACTOR G.T. CE?, ICIC Ti E DEL DOUBLE Dl[ OSIBISON OTL DETAIL OF. DFSVCAIGFOLINTAN DS. DOWNSPOUT ONO_ fl[iJCIYiA7C' EA EACH EF.S T RIOHAPISH SYSTEM E.U.S. EXTERIOR INSL><ATXX FWISHI SSTs/ B EV. ELEVATION. ell ATOR EEC ULECTWf.AL EN CIOSUM Ea. Eatill! E7OL EXIDA ST EXIST. OCSTAC OCR EIPANSTON ELT. OCTEWOR FD. ROCK MAIN F:./..0 'AAa3C.H F FJICTORYF.NSHi WE FLAT HEAD SCREW FL ROOK FALO. RRNI ED31 GTALLED WORMER Fitt F919L FRPP. FEE.RREPEORCEDRAS1)C FNMA FRT. FIRE TETA RIMSMii IRA W FTC= FOOTING Gil GAL>CE GAILY GALVANWD G C. GEC CCHr�'TRACTOR GAO GYP Ai111fAL EIOARD. GYPSUM ocean HIS HOSE BEE RC. )SAADCAIr HM M. HOLLOW METAL tom HOFd M HT_ mow NM NEATER PIRA IN.SU.AT 1NT. INTEICR OARS. JOINTJOINIS L CCMIGNLENGTH NJA1R LMRIATELINIAN ,TE3 LF. WEAR roar_ MEAL FOOT t MUD LT.*T. LIGHT WEIGHT HAS. I M SCA RY MR►X IRIAIOI•Y M.S.S. METAL 91.11LEOPOG SUPPLIER NECK MECHANICAL ME/2 LIEWAI E >L METAL LEG. MMfIFACTIFOLG MRt IMIURFAICiU TIe<3t 7S1 TIRE SHE. ARCHITECTURAL. 1 N FLOOR • oil!. A • �:. ► DETAILS STRUCTURAL Si FRAMING PLAN & SECTIONS ALLOWABLE AREA CALCS SECT_ 506.1 IBC At[100] • [00] Aa = ALLOWABLE AREA At= TABULAR ARFA K =AREA INCREASE DUE TO FRONTAGE N =AREA SASE DUE TO SPRIN4ER Aa woo r9006. 501 [93130 - J F = BUILDING PERMAETERI217 P = PERIMETER OF BUILD** W = WIDTH OF PUBLIC WAY CR OPEN SPAM [Q - 0251 =100 L } - 0.25] =150 I = 100 Aa= 40.500 SF. > 29254SP. ALLOY/ED PROPOSE) DRAWING INDEX MR &LA1NICAE w& 16�5�1 MSC. i came ILO. MASONRY OFENiNC MR YOISTUFE REMTANT sow_ MRJL <'GN M.u. MHOt>olt ED MTG. MIOLJNTMNG NEC. NOT N COR:RACT NOM NOWT. N.T.S. NOT TO WALE OA CASUAL O.C. CH LEST OH. OrEWEAD CPU. OPERLNG 434E OPPOSITE R PARTITION PERS FL PEATE. PRCFERIY LIE P.AS IPLASTICIANIN A 7. PLYAF3. PLYWOOD R 5O_ FLUTEBIG PAL PA1$11 PR. PAIR P!�'•. J PROJECT FR! PRESSURE REDUCE*!' P.. POET 0.T WARM/ TEE a:t R RAMS RCP. REFLECTED (SWIG FUN Ru ROOF CRAW RL RAN LEADER FEM. RECEIVE) REiaG. r ZA.ZR REPF- PEI FGRAaG REGIIRED R.O ROUGH OPOIIINC SOW, SCTEDULE Sc. SOW CORE SH-;- SHMT ALL SECTIONS A ARCHITECTURAL ABBREVIATIONS JACKSON., EA CONSTRUCTION 3414 SOUTH 116TH STREET TUKWILA, WASHINGTON S LO &PLIED & &STA LLE>7 BY OMER SHY. SLFRED811ASTALUEDSYTIMOR SOLO_ SUPPLED & OWNER INSTALLS:I BY COMIRACTCR SPEC°. Sat -3 SO. SQUAA. S.S. S'c - HIKE SINK SAAJTARYS'DR SST STAINNESSSTE SID. SiA1:.AR:K SIL SIM STRUM: S TSJOTURE.STRUCTURAL SUS? SUSPEIL7E-, SYS. SYSTEM T TMAD. TOP EGA L TOP OF JOIST TA]NL TOPOFMASG/6 V TOP TOP OF PARAPET TAa TOPOFSTEEL TOW. TCPOF Tea TOP& BOTiCM TEL Td1S'HCa1E Tow worsen TAG TONOLEa GT)OYE TS. TOAP6Z0 CLASS TIP. TWICAL UTL UTTLFTY MC. LW WIN AMONG CODE uxa MESS A i OTPERNSE Y.GT. VJ0L OOU POSITICIT TILE YELL.. VIR CM VHF_ WW1/ TITTt1 TWO WITH= ROL MOOD Wr4cANNt VIINO VT WP WATERPROOF Wit WATER RESISTANT WE WEIGHT T WWF. WELDED TOE FARM ra TARO CRAM PROJECT GENERAL NOTES PERMIT INFO. THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. FIELD VERIFICATION AND COORDINATICt+t 1. SURVEY OWE/MOONS: 13W.E.YSLONS OF SITE CONDITIONS ARE FROM SURVEY BY OThER& 2. EXISTING UTRTTY LOCATIONS: VERIFY SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AV iL ABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. DIMENSIONS: 1. 00 NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIIYENSIONS GOVERN. USE ACTUAL FELD MEASUREMENTS 2. DIMENSIONS ARE TO THE: - CENTERUNEOF COLUMNS CR GRID • CENTERLVE OF OPENINGS -FACE OF STUDS - FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6' FROM ThE FACE OF INTERSECTING WALL TO EOGE OF °OCR OPENING. 4. ALL DIMENSIONS NOTED CLEAR* SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE. AND TRIM. 5. ALL HEIGHTS ME D RENS.:CNED FROM THE TOP CF TY.E SLAS UNLESS NOTEDOTI€RWEE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH-W1 DIMENSIONS FOR EOUIFMENT FURNISHED AN!YCR INSTALLED BY THE CONTRACTOR SUBCONTRACTORS. OWNER CROTFERS. GENERAL REQUIREMENTS` 1_ VERTICAL CLEARANCES: PIAC NO MAWS. PIPING. CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GWEN CEILING HEIGHTS AND CLEARANCES_ THER•JAL R- VALUES CONSIAT SPECIF:CAT'JONS & MECHANICAL DOCUMENTS NTS FOR REQUIRED THERMAL VALUES. AS A MINIMUM R21 -ROOF R19 -WALLS R10 -SLAB PERIMETER Sc= OTHER DESIGN DISCIPLINE FCR ACC:WI N / ABBREVIATIONS • KEY PLAN THIS DRAINING PACKAGE IS BEING SUBWTTED FORA TENANT IMPROVEMENT SURDING PEW AT. DEFERRED SUBMITTALS: 1. T9lN4T SERCM LENT 0RA VIGS A)IIOOFIEDELEC1WCAI. 8)MICCIFB,ILYAC. C) MODIFIED FIRE PROTECTION LEGAL DESCRIPTION THAT PAORTOCNOF ADJUSTED LOT20FDECITYOFW WIL&BHAN0.L930053AS RECORDED UNDER RECORD NO. 9X972060 RECORDS OF MG COUNTY WASHINGTON SCOPE OF WORK BUILDING AND CODE INFO PROJECT STATISTICS ZONING: TEAL ZONING TYPE: WAREHOUSE /OFFICE PROJECT AREA: 20170 GSF TOTAL BUILDING AREA INCLUDING MEM = 29,254 GSF BUILDING CODE DATA: APPLICABLE BUILDING AND ZONING CODES: 1. WASHINGTON BUILDING CODE 2. 2003NTERNATIONAL BUILDING CODE (EC) 3. 20031NTERHATIONN. MECHANICAL CODE 4. 2002 NATIONAL ELECTRICAL CODE S. 2003 INTERNATIONAL PLUMBING NG CODE 6- 2003 INTERNATIONAL FIRE CODE 7. 2000 WASHINGTON STATE ENERGY COLE W/1003 SEATTLE SUPPLE1 NTS 8. 2003VWASHINGTON STATE BARRIER FREE REGULATIONS 9. FEDERAL GUIDELINES CF TFIE AMERICANS WITH DISABILITIES ACT SEISP IC ZONE: 3 OCCUPANCY TYPE B (OFFICE) a S-1 (MODERATE - HAZARD STORAGE) CONSTRUCTION TYPE: V 8 BUILDING HEIGHT: 29 FT (APPROX) PARKING CALCULATIONS 4 Ra ' :9? coo CG_): USABLE CFFFCE AREA = 13163 S.F. REQUIRED PARKING = 13,563 + 1000 = 41 STALLS USABLE WAREHOUSE AREA = 14,002 SF_ REQUIRED PARKING = 14.002 _ 2000 =47 STALLS TOTAL REQUIRED PARKING =48 STALLS PARKING PROVIDED =50 STALLS COSTRUCTZ470 SEC( ADOIT1CtW. ORIM SPACE( T1) 011FEMSTROCROFIHNEOSTAGCQVCFETETVTOILFIR3N1G .INCRICTOINCLUDEIGE INOCOSRAIL 'iISaFLOCRCELT*FiillElf ; F�TIS'i3 ROMIC,. BECT'ACM. OUTLETS, UGHH•7NGNFTES 2011.:" 45'► ILVAC,SlS?ECE3OEM.CAW /EIS.C.7C cRS.T $TT3IT•XICaPANITIO VIGINITY MAP MI Pam* Pia wan re soma or k Id end calehei the v( C:HCfa'1.y cob or eaftence. Roe et melons aclualhdith* -2!l Gay of Tula& No domes diali be made to the scope of work Tukwila Building Division. NOTE: Revisions wzw moire a new plan sIIlmnai and may fadude adi0onal plan mien fete: !Ai1jit); ;j. Moro-- 1 5 JACKSON 4o....amas DEA 3414 SOUTH 116th STREET TUKWILA. WASHINGTON 98168 SEPARATE NEM REQUIRED i Mechanical attateme fockgabk f Qs Pg City of Tukwila BUILDIN:; DMSION 3 /c . Pit GARYSTAOLL1PII DATE 4_1606 TS 1 1 N a of -. j 1 :? _ :� 1 • • :• ».:s i. s• . 7 , - i se: - z • 1.s 1r_ -• off .. • S H F F G r........ �... 0T8 -180 . 120' 7 EC5 -TYP 100 UP U.O.N. • • ' -1 " . 1 \v 14x14 TERMINATE W/ SCREEN 16x14 TERMINATE W/ SCREEN FIRST FLOOR Ti PLAN - HVAC K 14x14 SUPPLY & RERTRN DROPS 24x14 SUPPLY & RETURN DROPS 14x14 SUPPLY & RERAN DROPS TO 1ST FLOOR 16x14 24•14 SUPPLY & MUM DROPS TO 1ST FLOOR MEZZANINE FLOOR TI PLAN - HVAC SCALE ifirkr LV: JC.F.AYlYRt H J i TYP. EY.1ST. CONIC. COL. - 8 ROOF PLAN SCALE: 1I& = 4'-O' NORTH ROOF PLAN - HVAC • • • . 1 • :; . r • • Mo iw Kamp cirrnFTe KIRA 29 Wei CENTER PROJECT: Jackson Dean Construction Office TI 3414 SOUTH 116TH STREET TUKWILA, WA 98168 RE661RATOL REVISIONS: 26/06 MINI ISSUE 06 -06-23 FEW SET M. RIK EiSCRP liclUNSTRY C17510111 DESISPIFJ3 EY: 11C gel er_ 10/0P SPG-ENGPEERIIG cafoco Bar: if ,CS w;w 1187 t1E 6/26/2006 Sty: AS 910181 9fE1 BTU: FLOOR PLANS & ROOF PLAN -HVAC SKIT WEER: t nstry fa Of Your Building M2.0 SEATTLE 5006 3R0 AvUIIE S PO 80X 24567 SEATTLE. WA 98124 1400 -669 -6223 PORR/VD. 5400 NE COLUMBA 8WD POR1IAra OR 97218 503- 331 -0234 s AIR CONDITIONING UNIT SCHEDULE TAG I RTU-7 RTU$ MODELS - -- - — - YS0060 YSC102 BASIS OF DESIGN TRINE PRECEDENT TRANE PRECEDENT SUPPLY FAN SUPPLY FAN TYPE FC FC SUP. FAN CONFIG. DRAW THROUGH DRAW THROUGH SUPPLY CFM - 1950 3400 - --• -•- - __. -_ -. _— -- SUPPLY ESP. — 0___ _ _ _ if SUPPLY HP 1 3 (masked) SUPPLY MOTOR EFFICIENCY CODE MN. CODE MN. QUANTITY OF SUPPLY FANS 1 1 .____ —_ - -. -- - - -- - RETURN FAN EXHAUST OR RETURN FAN(WHICH TYPE?) EXHAUST ExiwiST FtETURNIEXHAUST CFIA 1000 1700 RETURN ESP. 25' 0.5 RETURWIEMAUST BHP ► IP NIA 0.75 RETURN MOTOR EFFICIENCY CODE MIN. WA CODE MIN. QUANTITY OF RETURNEXHAUST FANS 1 COOLING COOLNG COIL EAT(DBMIB) 76182 76162 UNIT LAT O0BNYB) 54.9528 54.952.8 NET COOUNG MOH TOTALISENSI 5 9(523 . _..— - • - - - -. -- __ _ . — 98.7!872 — - - —_ -- - HEATING HEATING COL TYPE G,AS GAS INPUT MBH 80 120 OUTPUT 64 97 ELECTRICAL VOLTAGE/PHASE 46013 460 3 UNIT MCA -- - 16 — — 24 UNIT MOP 25 30 FACTORY MOUNTED STARTER 'YES YES WOT SIZE OVERALL HEIGHTONCLUD04G CURB) 4T 6r OVERALL WIDTH 4s 54' OVERALL MGM - 7W 89' TOTAL WEIGHT (LESS SITE BUILT CURB) 800 1200 MISC. FILTER EFF. () 30% 30% AMBIENT TEMPERATURE 95 95 UNIT EER 102 10.1 TYPE OF REFRIGERANT R-22 R-22 LOW AMBIENT OPERATION OF OF ECONOMIZER YES YES FACTORY CURB YES YES SITE BUILT CURB BY G.C. LEVE.NG CURB LEVELING CURB SMOKE DETECTOR YES YES DISCONNECT BY ELEC. BY ELEC. 110V. SERVICE OUTLET WITHIN 25 BY ELEC. BY ELEC. SOUND RATING (ARI STD 2701370, dB) 84 86 sJwlLbt 511* 11-1.0 COWER 9W NO SAS 11-20 FLOOR KASS & ROOF RPM -HV1UC c. 3 f DUCTWORK ACCESSORIES -� ---► SUPPLY GRILLE OR MOST GRUE L eo e X DRAFT WAVER 4 AWL ME oNpfR p � raps nw wpm -i-- IRALL FIRE/SVOICE MEER �-Q foot fI E,/Slr0IO MIR ACCESS 000Rs - JIOOIISl,CMIY IJIEO DUCT R atv. aIANGE RIM) O RONO) -D — rRANS1 ON DEIORE DUCT GRILLEIREGISTERlDIFFUSER I I CO NR Ilf SUPPLY fllSER L J OHM MI DUNG OFF) I CEILING RETURN. DOIAOST OR TRANSFER AR GRIM ABBREVIATIONS ACI A 0USTICAL M4NG RE LIFT A004E fNSiED FLOOR AFMU Art MUM LINT MOD BIDCDRIFT SNIPER 000 001T011 OF DUCT 00P BOUM OF PIPE QC CEILING ON CUB( FEET PER MINUTE CRU COYPU= ROOM UIT ECG EGOCA 1E CMIE EF EOWU67 FAN DH DV SST FP FILE, Su01E DUPER ECU TM COIL INII GRIT CHILE. REGISTER MISER IC rMA1NG COL ..-- rEADIG.110111ATO AND Art COWITIONNG 10 MDR IWMER 1100 MOTOR OPEtUED WIPER GENERAL SYMBOLS - -- NEW ■ORK — DE NG ILIORIC - ■ - x -►- OEID TIORIC e MEOW PON 4a FLAT OVAL WCT VAVBOX TAG 1 -23 S - C8 -09 -, 000 000 GRD TAG ° DOI � I TIPS COOS EQUIPMENT TAG ET-12A 1100R-80X WARM TAG PRIM UN TAN all r DG. f0 / f EGJP. OESIc IAIO1 RUA ME TIP M NIS N0I 10 SCALE OA OYEWII; OMSLOE AR OBD «0610 BLADE SNIPER OTT 0UINRTY Rol RETURN Mt RR/ LOOT TOP INl SA RIMY AIR SL SOHO LIED SLSY SOHO LIED MET KW TG TRAKESER OWE 100 TOP OF MT TOP TOP OF PIPE 1N OII WATER W4 MESS 11ED 08ERI85E V■Y WJ l8 E AR WINE NO YDtIIIE ONIPIR WR WT WD VARMRE MUM OR1lE VS0 MILK SPEED OW GENERAL NOTES: 1. VERFY LOCATIONS AND DIMENSIONS OF ML Eamon MID COORDINATE Mi. IROl c PRIOR TO START OF CONSTRUCTION. 2- OBTAIN MUD. APPROVAL OF STRUCTURAL ENGINEER PRIOR TO NSTAWATION OF PENETRATIONS IF N U SHOMN ON BRMJWGS. 1 REFER TO CIVIL ORAVAN(S FOR UTILITY WORK 5-0 BEYOND THE RUNG LINE 4. CONCRETE EQUPYfNT CURBS, PIPING RAT SUMS. SUMP BONS. AND HOUSEKEEPING PADS ARE 9IONN FOR APPROIWATE LOCATION LIFO SITE AND MALL 8E FRONDED IN GEAERAL CONTRACTOR SEE STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS 5- COMPLETE* AND C0108590NING FOR UECW4NC/IL SIS1E1 S A. RECORD DRAMS OF ME AC1IW. t1STALUTION SHALL BE PROVIDED TO THE BUIDNG OMTRER STUN 90 GAYS OF 11( DUE OF SYSTEM ACCEPTANCE PER SCORE 2002 ENERGY CODE OVSEC) SECTOR 1416.1 a AN OPERATING MANUAL AND WAMEINANCE RAMIE SOW_ EE PROMO) i0 TIE 8U> .oNG (MILLER PER SEC SECTION 1416.2 & 6.3 C. ALL IRK SISTERS SHALL BE BALANCED NO A 1IRIr1EN BALANCE REPORT SWILL 8E PROVIDED TO HE OM ER PER SEC SECTION 1416.3 0_ 1NH CONTROL SISIEUS SHILL BE TESTED, °AERATED AM ADJUSTED. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE TWIT MET OPERATE IN ACCORD MT SPECIFICATIONS AND APPROVED PUNS PER SEC SECTION 141624.3; NECESSARY TESTS SHILL BE DENMED PER SEC SECTION 141624; A PREIIW W CO19ISSIONNG REPORT OF TEST PROCEDURE APO RESULTS SHALL OE PREPARED PRIOR TO ISSUANCE OF A R NAL CERTEICA1E OF OOCIIPMICY PER SEC MIEN 1416.4.22 MD 141632; MD A COMPLETE rink OOIMMSSI0I 4G REPORT OF TEST PROCEDURES AIM RESULT'S SHALL 8E FRED NMI TIE 01l1(R PER SEC SECTION 1416.2.6.3 E SEE YEOiAMC1L SPECIFICATIONS FOR FURRIER COMMISSIONNG REQUIREMENTS. E F J G I-# 9 8 RETURN /EXHAUST/TRANSFER AIR TAGI� - -- - - - DEVICES - - - - -- - BASIS OF DESIGN - THUS MODEL NO. RUNOUT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) - GRILLE SCHEDULE E CRATE - C2 1 - EC3 _ � _ _ � _ Ec5 ..1 EC5 EC7 I _ ECB - __ 50F 501 1200_ T-BAR ALUM 2400 24 X 48 T -BAR ALUM 50F 10` RD. 350 12X12 T.OAR ALUM Ir RD. ' 600 24 X 12 T -BAR ALUM 50F ALUM 501 16' RD. 18'RD 1200 1800 24X24 24X36 T-BAR T-BAR ALUM , 50F 20' ROE MNCK CFM MOUNTING (PROVIDE FRAME SUITABLE FOR CEUNG TYPE) MATERIAL PROVIDE PLENUM OR TRANSITION TO RECTANGU/AR PROVIDE FRAME FOR DUCTEDAPPUCATION PROMIDE OPPOSED BLADE DAMPER PROVIDE STANDARD 426iNT A EE FINISH 600 24X12 2400 24 X 48 T -BAR ALUM YES YES YES YES T -BAR ALUM Iw NO NO NO YES YES YES YES NO NO NO NO NO NO NO _ YES t YES YES YES YES YES YES YES NO YES DIFFUSER SCHEDULE TAG 8 BASIS OF DESIGN - TITUS MOOEL NO. RUNOIT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) __ MAXIMUM CFM NECK SIZE ROOF PLAN — HVAC scam_ ifir-r-s- 4 MCD 6' RD. 110 6X6 11 X 11 STEEL YES YES _ MCD 8- RD n 8X8 13 X 13 GWB STEEL YES YES FACE SIZE FOR CE MODUNTNG PROVIDE FRAME SUITABLE CEILING MATERIAL S ._ . .. . - - Tom) PRO VIDE SHEET METAL OR OUCTBOARD PLE 8J1F PROOVIDESTANDARD02SWWII FINISH - -- -- ROOF PLAN SCALE: i /8" = 1' -0' • NORTH OT6 MCD W FAD 110 6X 6 24 X24 T -BAR STEEL YES YES DT8 MCD 220 8X8 24 X 24 T -BAR STEEL YES YES N?T� ti_6� I DT10 MCD 10' RD_ 350 10X 10 24X24 T -BAR STEEL YES YES DT12 DT14 MCD "co 4r RD_ 14 RD. 500 880 12X 12 24 X 24 T-BAR STEEL YES YES 16X16 24 X 24 T -BAR STEEL YES YES OTI6 MCD 16' RD. 1120 18X 18 24 X 24 T-BAR STEEL YES YES APPROX. 170'TO I PROP E ( APpa00L 170 TO ! APPROX. $50r TO PAOP LYE PROP ME I ppac r. 85 TO PROP WE O G6 i OG8 OGIO D012 0014 DG16 MCD MCO LOCO LOCO 10' RD_ 1r RD. 14 RD. 1W RD 350 500 880 1120 10X10 12X12 16X16 18X18 15X15 17X17 21X21 23X23 GWB GWB GWB GWB STEEL STEEL STEEL STEEL YES YES YES YES YES YES YES YES b.: APPROX. 200' TO PROP LNE • ROOF COVERAGE CALCULATION ROOF AREA = APPROX. X sft ROOFTOP EQUIPMENT COVERAGE AREA = APPROX X sft PERCENTAGE OF ROOF COVERED = X.X% is ROOF Pt;.` SITE MAP ROOF GROUND LEVEL f 1 1 i 11244 -- SECOND FLOOR i LEGAL DESCRIPTION 102304 12 LOT 2A OF CITY OF TUKWILA SHORT PLAT NO 194 -0020 RECORDING NO 9406031799 SAID SHORT PLAT DAF - LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90 -1 SS RECORDING NO 9003121481 LESS PORTION LY WLY OF FOLG LINE BEGIN SW CORNER OF LOT 2 TH S 81 -20 -44 E 74.95 FT TO P06 TH N 08 -27 -39 E 326.50 FT TO N UNE OF LOT 2 &: TERM OF SAID UNE - -- SAID SHORT PLAT BEING A PORTION OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SECTION 09 -23 -04 TM PORTION OF GOV LOT 6 do OF SW 1/4 OF NE 1/4 OF SECTION 10 -23 -04 - AKA LOT 2 OF CITY OF TUKWILA BOUNDARY UNE ADJ NO L93 -0053 RECORDING NO 9309220848 r _- 1 RTU -7 I i - 1 ...---) \ f.- � • \ ' .. : : 3314 . 3414 S 116TH * 1 ‘ 1 { \ --- 31 14 t 1 1 -� _ �( 1 - - - -_ - -..-.� 1 1 / 1 • L. - . - ?25 r 1'1162r E} I 11 ' t4oitianartiesof ~ - r 1 4s. any sad, 19 +DIY.f ormeldardd IIraooanpenyuhislod t.CptJU etUe VICINITY MAP 6YI (.1 _ 76' 1 BUILDING SECTION DRAWING INDEX • APPROX 15 -0" 0 `. - 11 ---... 11/12.2 S t 11534 3640' 1 M ii4g REMED CHYOFTIVORA AIN 29fiis PariiIT034Tet 1640 \ ,J. APPROX 25' -0" i nstry re Of Your Building SEATTLE 5005 3R0 AVENUE S PO BOX 24567 SEATTLE, Nil 98124 1- 800 - 669 -6223 POOR& s400 NE COMM 8Lw PORTLAND. OR 97218 503 -331 -0234 srr n CIti8S ry oom PROJECT: Jackson Dean Construction Office Ti 3414 SOUTH 116TH STREET TUKWILA, WA 98168 REC S1RAD0N 6/26/06 PERMIT ISSUE P41 MN OESE2PTOON 11110P4IFP/ 0/49761: aE9GED 6Y: MG aRAA74 sr: L G/OP DECKED BY: IF XS I& R: 1187 WE: 6/26/2006 SCE: AS SIK*N sca vffiLE: COVER MEET SLEET M. € : SPG- ENGINEERING M -1.0 do • a 1 1 LI\ 20044 11. 4A04000040W acksonpwAn- S1- P1S••aG•n -16- 04000040,00, 03- 21 -06, O'406M, Hank, 16 4 co m 0 m 11ta 1, co m 0 0 z 1 m 1 1 5 • X avm 11 Oka N b co m 0 0 z co m 0 0 z as SM4CV OONTCNTSt MEZZANINE PLANS, SECTIONS & GENERAL NOTES JACKSON C NS1 RUCTI ON DIE A GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1 a: II gp m N N z rn 1 53 a 0 r- > Z E N W ENGINEERS NORTHWEST, INC., P.S. STRUcTZJRAL ENGINEERS (808) 628 - 7680, FAX (208) 622 -6808 8889 WOODLAWN AVE. N.E. SEATTLE. WASHINGTON 98116 WWW.ENWSEATTLE.COM • • • i 1 f x N 11 11 11 11 10 -0" I � NI > O °I Ic I II 1 II 1 o "II --1 11 1 __IL � "' I - Ii !I 1 1 I I -- 01 1 II L I! ,+ # I L J� R — II II A II II 11 '1 ! o II 0 11 II 11 _IL _ +_ 1 _ " 11 11 11 11 4x8 11 � 11 el I� r re Fig 1. i P' y : zz r g ..a a � A a I r t hh l : f. l. P4 - 1 ; ; 4 Z> - - Fi + 1 to MO 4 :e 9 1 i 11 (101 4 It 1 14 4 A ?gg I !figs g @ uz Aprr f1- 1Ni! Id , 9A gl m w g, ! I _ a al 5 "S P 1 ooq � gg 11 8 � i N ° 4 A i -v eg o A nsri r1 ; 4• -O" w W x aN m. *4+ g fis 1'o-10.041.1;i-0 _ z MI � Pi rn K ° r Aga i igs g qi 204 iR§f§ ig boa N0. DRAWING REVISIONS r DATE • 1 tt r 1 1 1 1 1 o 1 1 12 1 "Aisioe -• 115044 gilp9.141: oz � "5 M !Pri� Klz � w� l- AlOgir -y l 1 r r rr< a. S N. O • 11 1 1• Il II I I 1• I l 1. • • i 0 ._€ N e s .r t om 111A 2 8 1 10 fi r g z t m a co N0. 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