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HomeMy WebLinkAboutPermit M04-181 - RIVERVIEW PLAZA - BUILDING 3VERVIEW PLAZA -BLDG 3 16000 CHRISTENSEN RD M04-.181 Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Tenant: Name: RIVERVIEW PLAZA Address: 16300 CHRISTENSEN RD, TUKWILA WA Owner: Name: MCELROY GEORGE & ASSOC INC Address: 3131 S VAUGHN WAY STE 301, AURORA CO Contact Person: Name: 3OFFRE SECHIER Address: 6830 S 220 ST, KENT, WA Contractor: Name: COMFORT MECHANICAL INC Address: 6617 S 193 PL, #P -105, KENT, WA Contractor License No: COMFOMI015LA DESCRIPTION OF WORK: REPLACING COOLING ONLY UNITS WITH NEW SAME CAPACITY GAS PACKS. Value of Mechanical: 165,000.00 Type of Fire Protection: AFA 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.... 4 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- Permit City cy :Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: Fees Collected: $1,612.19 International Mechanical Code Edition: 2003 EQUIPMENT TYPE AND QUANTITY * *continued on next page ** Phone: Phone: 425 251 -9840 Phone: 425- 251 -9840 Expiration Date:06 /01/2006 Steven M. Mullet, Mayor Steve Lancaster, Director M04 -181 12/16/2004 06/14/2005 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment... 0 M04 -181 Printed: 12 -16 -2004 City c; Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.iva.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M04 -181 Issue Date: 12/16/2004 Permit Expires On: 06/14/2005 Permit Center Authorized Signature: Date: 'a..? -ma y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ion or he performance of work. I am authorized to sign and obtain this mechanical permit.. Date: f 7 ` � 0 ``( Signature: (1,1A0` Print Name: Ala a tLUtC S l (1 J This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: !MC- Permit M04 -181 Printed: 12 -16 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049078 Permit Number: M04-181 Address: 16300 CHRISTENSEN RD TUKW Status: ISSUED Suite No: Applied Date: 10/14/2004 Tenant: RIVERVIEW PLAZA Issue Date: 12/16/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 9: 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). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 14: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors doc: Conditions M04 -181 Printed: 12 -16 -2004 ...+' '..{ ✓_..LN..n • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 15: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 16: Local U.L. central station supervision is required. (City Ordinance #2051) 17: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 21: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 23: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** M04 -181 Printed: 12 -16 -2004 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. I\11c v�o of law and ordinances Date: ! !� l other work or local laws M04 -181 Printed: 12 -16 -2004 if Site Address 11Q O Tenant Name: l V Property Owners Name: Mailing Address: 14 Name: Mailing Address: E -Mail Address: l) CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ���NF RAe�N'ACT Applications will (,no)be accepted through the',ma ljor by(faxj * *Please Print ** King Co Assessor's Tax No. =_ Suite Number: Floor: vfl ItIVIA Vlchan�tcal Contact Person: E -Mail Address: City State ont ractor inforimation oe back p age 981 Zip Day Telephone: i4A+ 1.y4 99& City / / State n r' ip Fax Number: Lic /04% I— 7 D t Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** State Zip ina11111$ 10 00t of Rac Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: �+ R OF RECORD All 0111015 1000 Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip .Unit • . .: . : . : Qty ::. Unit Type: Qty 3 Unit . Type:..... _ Fire Damper Qty ..: „Boiler/Compressor: .... 0 -3 HP /100,000 BTU Qty... Furnace <100K BTU Air Handling Unit >10,000 CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 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 Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM ' Incinerator — CommMd Other Mechanical Equipment MECHANICAL CO TRAC OR 1 AT ON h� v� rY ► Qln 1 Ca. I Company Name: Mailing Addre s Contact Person: E -Mail Address: Contractor Registration Number:CO VlVOWnZS) 1� (J Expiration Date: 0 . 0 0 W * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** nJ Valuation of Project (contractor's bid price): $ eS 00 Scope of Work (please provide detailed information): t C0`t 'y i4,, titCtO � 50S FaULS. Use; Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement )8( Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: BUILDINGS E' a AUTHORIZED AGENT: Signature: Print Name. 1 Mailing Address: W 8 3Q co t Date Application Accepted: B RA.` Ill ea tle t0 \ City Day Telephone: Fax Number: t— i ermg ts in this applica State 7.'p • 0 Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. Day Telephone: L iz. City Date: JO A /O State Date Application Expires: 4 / — /9 —o 5 Staff Initials: � Zip :+.::li.L•.i. i.:. �. 5tu: ru, ��:. c.. S. tL:uci;::.,:�..twx:;..�_;+.., r ft/ =' Parcel No.: 2523049078 Permit Number: M04 -181 o Address: 16300 CHRISTENSEN RD TUKW Status: APPROVED 1 , u) o ; Suite No: Applied Date: 10/14/2004 + co w Applicant: RIVERVIEW PLAZA Issue Date: i co 0! 2 } . g ~ J ' Receipt No.: R04 -01687 Payment Amount: 1,271.75 N 44, Initials: SKS Payment Date: 12/16/2004 11:54 AM w ; User ID: 1165 Balance: $0.00 ' ? ' l ill tu U � ;O N W W Amount i U- P O; 1,271.75 li J N 1 ... :. . O Z Payee: COMFORT MECHANICAL TRANSACTION LIST: Type Method Description Payment Check 8379 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MECHANICAL - NONRES RECEIPT Account Code Current Pmts 000/322.100 1,271.75 Total: 1,271.75 7933 i2,''i6 1716 TOTAL. 1271 75 Printed: 12 -16 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: R04 -01406 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2523049078 16300 CHRISTENSEN RD TUKW RIVERVIEW PLAZA Initials: User ID: Payee: doe: Receipt SKS 1165 COMFORT MECHANICAL, INC. TRANSACTION LIST: Type Method Description Payment Check 8204 RECEIPT ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 310.44 Current Pmts 310.44 Total: 310.44 M04 -181 PENDING 10/14/2004 310.44 10/14/2004 01:25 PM $1,271.75 - 99O 10/14 :716 TOTAL 310.44 Printed: 10 -14 -2004 U u. a' fJ? Z p rZ 12 W tu 0 F- W W; . u Z :. V N O' Pro' ct: ,gligA Ne,f,v 134131 Type of Inspecti n: _. Address: 1,02 ,0O eduiGelAi kJ Date Called: 4 �/ Special Instructions: X; /'/ Date Wanted: /..., �C p.m. Requester: Phone No: INSPECTION NO. { Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: J / T ((6)-h y , 4' 1 t° To ciAi Inspec • r: Date: .00 REINSPECT! N FEE REQU Prior to inspection, fee must be , paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: ,Date: PERMIT ib Protect: R, de/71/e/A.J r � /Aj�, Type of Inspe ' n: - ' mD,2 S 1 Z)071 A, Address: /Date /l,3 ov e Ar;.sfe v, A/ iiA Called: If - z 7- 0 Special Instructions: Date W a.m. p.m. L-- zs -- D. Requester:,.- �v1�" —� . Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER ( 0 431 -3670 122 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: L. z REINSPECTION FOE REQUIRED. or to inspection, fee must be I . id at 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection. (Receipt No.: 'Date: l Pr ect: , . 1 /Err V I C u ) . , e / d l � Type of Inspection :/24-71 4 - , AJ Address: _ /�yy// /63 00 dA/is r,vsoit1 /C Date Called: - 2 7- oS Special Instructions: ti. Date Wanted: L / — 7 .8 _6Z-C a.m. p.m. Requester: / Phone No: INSPECTION NO. Approved per applicable codes. ig/ INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION fi 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: • $ - • REINSPECTION FEE REQUIRED. r to inspection, fee must be p • - at 6300 Southcenter Blvd., Suite 1 . Call to sechedule reinspection. (Receipt No.: 'Date: Pr ct: Type of Inspection: A dress: 1 00. �L eISfaii67 (I Instructions: I V fij aryi Date Called: � 13)0`S Date Wanted: I --= Special Pam Requester: Phone No: DU —� (Q3 --" 38(o INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITWORTUIEW4IXBUILDING .. DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 May P NO. (20 • )431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r* ,Z• SE° 4f/,/ /r - 1 C 0 z /es� ( - /s 635 "/"" * ) Inspegt • Date: / € ..5 8.00 REINSP CTION FEE REQUIRED. . r to inspection, fee must be aid at 6300 Southcenter B.vd., Suite 1 Call to sechedule reinspection. eipt No.: 'Date: re 2 = c.) UO ; co 0 N W u_ a co O - 11J uj = Ca O -; 0 1_ W W tll Z , U Z Project Name Address :Retain :current inspection schedule FINALAPP.FRM Needs shift inspection. 1/' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood ,& Duct: Monitor: C4-,ern C r Pre-Fire: Permits: //// 97° Authorized Signature. Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 I 0e" 17 ii'r '.4• ff. .,iit.. ,.1it ,1141,,,VEV .. .ip.�� E rg rrc,.w«. ii;4 t•49 ..,.�.. .. City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM t,.r'✓ t, t i a • 611 iS% /I• Steven M. Mullet, Mayor Thomas 1 Keefe, Fire Chief Permit No. ``Z Y #3/1 EXPIRES: 11 -10 -05 I ARMOUR UNSDERFER ENGINEERING, LLC 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 PM COPY Perm* rtkilfrn STRUCTURAL CALCULATIONS FOR: Riverview Plaza Mechanical Unit Support Kent, WA Client: Comfort Mechanical 6330 S. 220th Street Kent, WA 98032 By Brian Unsderfer PE, SE REVIEWED FOR CODE COMPLIANCE NOV 1 7 2004 Cry Of'iu& BUILDING DIVISION ON EIVED CITY OF TI IKWII. A OCT 1 4 2004 PERMIT CENTER elo4 AUE No. 4179 iWo V- /Qi i • Riverview Plaza Mechanical Unit Support Gravity Loading !Roof Dead Load: Roofing Plywood Insulation Joists Ceiling Misc / Mech 4 PSF 2.25 PSF 1.5 PSF 2.5 PSF 3 PSF 2.75 PSF (Tot 16 PSF (Live Load 25 PSF 1 It is our understanding that the new units will be on an adapter curb which will fit the current openings in the roof structure. Based on the new weights and existing structure from as- builts dated: 9/22/81 by L.S. Mason and Assoc. + ?#r�E3T':3ir"t�SfF:�Y41 ' - 7 f !F�R�';e�ii'+::'�:.1^'`l?i -Fb� x <MA�• rrr,' ;m' itt$ - , r � "� `c-�ri` µ:9 ,:. ; . oA itliefoof�ArY odificaf ons.at±e accom tHe,added unit•weigt °. wWjni4^ 1dx' 7P+ r35` x`�•hi..�+ftit:'4ii''SY"t's:v+oa 'w- .a,.v c:..,.�s . -L.: ,,...,:. f _.: c'_.::::.:...a.:....;a. n.:wc ft, .u::s:, Armour Unsderfer Engineering, 13456 SE 27th PI., Ste . 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 1 Date: 9/7/04 Job No.: 4179 (RTU 1 Gravity Loading (Dead Load 16 PSF (Live Load 25 PSF 1 Unit Wt = 13620 LBS Check GLB1 Span = Trib. Width = wdl= wII= 1/2 Mech w = w tot = V= M= Beam = 5.125x15" Grade = 24F -V3 Fv = Fb = Cv = A rqd= S rqd = I rqd = A exist = S exist = I exist = 19 FEET 10 FEET 160 PLF 250 PLF 262 PLF 672 PLF 6383 LBS 30321 LBS LDF = 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 0.95 43.8 INA2 131.8 INA3 1152.2 INA4 76.88 INA2 192.2 INA3 1441 INA4 21 : GLB5 � J_�' $err .1111111111111MMINIMMMINEM, 5 GL GLB3 (N) Mech'I Unit Wt = 13,620# Therefore the Existing 51/8" x 15" GLB is OK 1 IRxn A 8 B = 6383.3 LBS 1 for L/ 240 Unit Size = 9.0 FEET x -, ' . --, i , i WI2xl4` f;� 1 q�.�g • (5 t.IINE 1 B6 c) ' 1 . 1 .20111111111kM,Milli1111111 'b- Mt 011 Sin 43.8 INA2 138.8 INA3 1152.2 INA4 DL, SL, ME Therefore OK Therefore OK Therefore OK 26.0 FEET 1(E) LEG 5 Hanger Cap = 12700 LBS 6383.3 Therefore OK 1 Armour Unsderfer Engineering, 13456 SE 27th P1, Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 2 Date: 9/7/04 Job No.: 4179 IRTU 1 Gravity Loading Dead Load 16 PSF (Live Load 25 PSF I Unit Wt = 13620 LBS Check GLB2 Span = Trib. Width = wdl= wII= Mech w = w tot = w stesses Vw= Mw = Vw = Mw= 20 FEET 2 FEET 32 PLF 50 PLF 151 PLF 233 PLF 2333 LBS 11667 LBS 5844 LBS 43264 LBS LDF = 1.15 Snow Beam = 5.125x161/2" Grade = 24F -V3 Fv = Fb = E_ Cv = A rqd S rqd I rqd = A exist = S exist = I exist = (Therefore the Existing 51/8" x18 1/2" GLB is OK Rxn A = Rxn B = 190 PSI 2400 PSI 1800000 PSI 0.973 40.1 INA2 193.2 INA3 1488.0 INA4 84.56 INA2 > 232.5 INA3 > 1919 INA4 > 5844.1 5205.8 1/10 of unit assumed t ends b= for L/ 240 Unit Size = 9.0 FEET x 40.1 INA2 193.2 INA3 1488.0 INA4 p stresses Vp = Mp = P= • Conservative Mmax at Same Location Assumed 5.125 IN& d= 16.5 IN 3510.8 LBS Max 31597 LBS FT Max Therefore OK Therefore OK Therefore OK 1(E) LEG 5 Hanger Cal 12700 LBS 5844.1 Therefore OK I Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 3 Date: 9/7/04 Job No.: 4179 26.0 FEET LU 6383.3 LBS See Rxn A re 2 UO : 0 W W W O; gQ . N d w I- O Z P- tae,111111.111M Gravity Loading 'Dead 'Live Load Unit Wt = Check GLB3 Span = 16 PSF I 25 PSF I 13620 LBS Trib. Width = w dl = wll= 1/2 Mech w = 20 FEET 320 PLF 500 PLF 262 PLF Trib @ ME _ wdlatME= w II at ME = 14.5 FEET 232 PLF 362.5 PLF M Delta LDF = Beam = Grade = Fv = Fb = E= Cv = A rqd = S rqd Delta All = A exist = S exist = Delta Risa = Rxn A = Rxn B = 8 3/4 x24" 24F -V3 34 FEET 17340 LBS 164600 LBS FT 1.83 IN 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 0.843 119.0 INA2 849.1 INA3 1.7 'NM 210 INA2 840 IN "3 1.83 IN^4 15800.0 LBS 17000.0 LBS See Risa See Risa See Risa b= Unit Size = for U 240 8.75 IN& d= > 119.0 INA2 849.1 INA3 > 1.7 INA4 'Therefore 8 314' 'x24 "GLBisOK I 9.0 FEET x 24 IN Therefore OK Close enough Close enough 26.0 FEET Beam Camber Is 1 318" Beam Slopes 12" / 34' Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 4 Date: 9/7/04 Job No.: 4179 I,I 1111 II„ I I I IIIII V I , �I , I , IIII , 111 „, II ,, �II „ „ „I „ „CI Lren LC 1. Uw end nee Pm” to LC 7. Wed Dead Armour Unsderfer Enginee.. Brian Unsderfer 4179 Riverview Plaza GLB X Sept 8, 2004 at 11:14 AM GLB 3 RTU1.r2d Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Yes Use Cracked Sections Bad Framing Warnings No Unused Force Warnings Yes Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Company : Armour Unsderfer Engineering; LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 3 Global General Material Properties Cold Formed Steel Properties 1 GEN_WOOD 1800 Hot Rolled Steel Properties 1 I HR_WOOD E E ksi G k 'ice, CF_WOOD 1800 Wood Material Properties Label Species 1 I W1 I Aspen Concrete Properties General Section Sets Label G at] 1800 • ie .65 E D L. E s' G[ksi EMI . •11 W .. c IF/1111111RIMMVAIMIIIIIIIIIMIN � s :. err: �r•�■ E 11111111111� � WIIIMII•imci- RISA -2D Version 6.0 [P:\2004\4179 Riverview Plaza \Eng \GLB 3 RTU1.r2d1 Sept 8, 2004 11:16 AM Checked By: Nei Th erm 01E5 F) I Dens 035 03] u 1 1E5 D:nsi "3 Y'ei .si .65 .035 2.4 s A .035 Yield ksi] Itimate[i sj] .035 2.4 I 3.36 1 Grade Cm Emod Nu Therm ( \1 E.. Dens[k/ft"3] I Select Structural I I 1 I .3 I .3 I .035 er E De "3 c[ksj] c. 6 i '. 1 Iin2] (90.270) [in4] 0 Nen Page 4 Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 .■s Hot Rolled Steel Section Sets Label Shape Desiq L is I HR1A I W5X16 IWide Flange Cold Formed Steel Section Sets 1 Label Shape Desi•n Lis 1.5CU 1.25X071 NDS Wood Section Sets Concrete Section Sets Member Primary Data Member Advanced Data Joint Coordinates and Temperatures Label N1 N2 Joint Boundary Conditions Joint Label N1 Hot Rolled Steel Desian Parameters L De i • Lis • _ Material Desi ules A [in2] 190 270 '... I 0 801[n44] NDS1A 2X4 Rectangular Beam W1 I Typical 5.26984 I 5,359 i L b S, h p e Des' • L's T • e M. ial Desi • n - les A in2 90 270 i. 0 180 [in4] F 1 CONC1A CRECT8X8 Rectangular Beam Conc3000NW Typical 64 341.333 341,333 L: • =I J. J• ota e de • e ionlSh -pe DD L's T Re Mate ial Desi n Rules M1 N1 N2 SEC1 I None I Beam IGEN_WOOD Default Lap I Release J Release I ffset in J Offsetrinl I TIC Only I Physical I TOM I 'Inactive X rft] 0 ;4.34 .:... 1 2: . N2 X [kin] Reaction Reaction Y j ckilo] Reaction L Shape Length[ft]1 Lb -in[ft] LcompJ4p[ft]Lcomp bot[ft] K -out K -in Cm Cb Out s... In sway, No Data to Print ... Cold Formed Steel Desian Parameters Label Shap�Length(... Lb- outrft] Lb- in[ftl Lcomplop omp bot. K -out K -in Cm Ct_R_ O s.. s a No Data to Print ... RISA -2D Version 6.0 (P:\200414179 Riverview Plaza\Eng\GLB 3 RTU1.r2d1 Sept 8, 2004 11:16 AM Checked By: Desi ules A in2 190 2� 70] i. I 0 . Rol _ Typical I 4,68 I 7.51 I 21.3 1 T • e Material Des' • n Rules A in2 190 270 i... 1 0180 in4 Bea CF W • OD T • ical .26 .042 .098 Y [ft] 0 0 Temp [F1 0 0 Rotationrk- ft/radl Page 5 Company : Armour Unederfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 6 NDS Wood Desian Parameters Label Shape Length[ft] Le- out[f] Le -in[ft] le- bendjo... le -bend bo... K -out K -in CH Cr Out sway In sway A C/ Concrete Desian Parameters Label Shape Length[ft] Lu- out[ft] Lu- in[ft] Cm -out Cm -in K -out K -in Out sw...In sway Icr Fac... Deslan Size and Code Check Parameters L: a De •t ' Depth[in] 1 Typical Concrete Rebar Parameters Plates AJO' ax e #1 S Member Point Loads (BLC 1: Dead Load) ber L. be M1 u = u Member Distributed Loads (BLC 1: Dead Load) Member Distributed Loads (BLC 2 : Snow Load) D -5 Movina Loads �.4 1 1 1 :11: • 1 ea No Data to Print ... No Data to Print ... C D' re io Y ax W'dth in st Joint 2nd Joint 3rd Joint 4th J No Data to Print ... • 1 Li 1 #5 B= e S =e si S ear S eel s 60 - • 1 • 1 11 • 1 . No Data to Print ... Joint Loads and Enforced Displacements Joint Label L D M No Data to Print ... 60 Direction [in,] ax Be in Chk Max Shear Chk 1 I 1 Co! un...B.ouCo:rin .5 T Magnitude[k,k ^ ft] -5.8 1 2 3 Member Label M1 M1 M1 Y :23... -.26 23 -.26 15• 15 1 Direction Start Magnitudelk/ft.d..End Magndude[k/ft d... Start Location % Y .32 - 32 0 1 2 Member Label M1 M1 Y Y -,36 -.36 15 34 irection Start Mapnitude[k/ft d .End Magnitude[k/ft,d..., Start Location[ftN End Location[ft. %] 15 -.5 5 Join 6t RISA -2D Version 6.0 [P:\200414179 Riverview Plaza \Enq \GLB 3 RTU1.r2d1 • 1 1 •I1 • 1 • t7 0 Ma • nitude k k -ft in,rad k•s ^2/ft]_ Jain 8 Sept 8, 2004 11:16 AM Checked By: Location[fL%] 15 e Cover in 1 . oc S oc ac End Location[ft 3 ] 15 34 34 O Page 6 Number of Modes 1 M1 1 0 - 17.34 0 __I_ 2 Converge Work Vectors No 2 0 10.37 - 117.771 3 Yes Yes 3 0 -2.46 - 164.638 Yes 4 0 -9.685 - 113.025 ___4___ 5 5 0 -16,91 Number of Modes 0 Load Combination Number 1 - Live and Dead Acceleration of Gravity 32.2 (ft/secA2) Convergence Tolerance 0.001 Converge Work Vectors No 1 Live and Dead Yes Yes Yes Yes 2 Dead Only Yes Yes Yes Yes 3 Live Only Yes Yes Yes Yes Company : Armour Unederfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 Basic Load Cases BLC De cs�ri tion Dead Load Snow Load Load Combinations Story Drift Descri io SolvePD... SR. BLC FactLBLC Factor BLC Factor BLC Factor BLC__FActor BLC Factor BLC Factor BLC Factor 1 2 1 1 L 1 1 2 1 lye and Dead Dead Only 3 Live Only Load Combination Design Joint Reactions Dynamics Input Joint Deflections Member Section Forces Joint Label Joint Label N1 Category DL SL X Gravity Y Gravity Hot Rolled X in Y 1 2 LC 1 1 N1 N2 0 0 0 0 1.406e -2 1 3 4 LC 1 N2 Totals: COG (ft): X[kl 0 0 0 X' 16 786 [kl 17.34 16.91 34.25 Y. 0 0 L Story Joint(X) X Drift[in] No Data to Print ... RISA -2D Version 6.0 [P:\2004\4179 Riverview Plaza\Eng\GLB 3 RTU1.r2dI rmed ND Y Joint Point 1 Sept 8, 2004 11:16 AM Checked By: Rotation [rad] - 1,427e -2 MZ [k -ft] 0 %of Ht Distributed 3 2 oncre Page 7 1 1 M1 1 0 0 0 0 2 2 0 0 0 0 3 3 0 0 0 0 4 4 0 0 0 0 5 0 0 0 0 Company : Armour Unsderfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 6 Member Section Stresses Member Section Deflections LC Member Label Member ASD Steel Code Checks Concrete Beam Desian Results = ii •1; h Concrete Column Deslan Results Axialfksil 1 2 3 1 M1 1 2 3 4 5 0 0 0 -1,287 312.964 222.748 316.995 NC LC Member Shape UC Max Locfft[ Shear UC Loc[ft] Fa[ksj] Ft ksi Fb[ksi] Cb Cm Eqn_ No Data to Print ... Member AIS/ Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Loc[ftl Pnpsi Tn]k] Mn[k -ft] Cb Cm Eqn, No Data to Print ... Member NDS Wood Code Checks LC Member Shape UC Max Locfft] Shear ... Loc[ft] Fc'fksi] Ft'[ksil Fb'[ksii Fvlicsij RB CL CP E qn No Data to Print ... Column Shams UC Max Loft] UC Dir Phi used Pn[_kj Mn[k -ft] Vn[k] No Data to Print ... Concrete Beam Bendi= Reinforcement Sec x [in] 0 0 Member Shape Span Left Top it Left Bpl[in] _[Vlid Top[in] No Data to Print ... Concrete Beam Shear Reinforcement v finl 0 -1.304 -1,832 0 Sept 8, 2004 11:16 AM Checked By: (n] y/ Ratio NC L. ft] UC Max .,. Loc[ft] Shear UC Locjft] Phi *Mn Top[.,.Phi *Mn Bot[,,. Phi'Vn[k]_, No Data to Print ... Mini Bot[in] Right Top[LnJ Right Bot[ip]� Member Span Region 1 in Region 2 in Region 3[0] Region 4[inl No Data to Print ... RISA -2D Version 6.0 [P:■2004\4179 Riverview Plaza \Eng \GLB 3 RTU1.r2d1 Page 8 Concrete Column Bending Reinforcement Column Shape Span Perim Bergin] No Data to Print ... Company : Armour Unsderfer Engineering, LLC Designer : Brian Unaderfer Job Number : 4179 Riverview Plaza GLB 6 Concrete Column Shear Reinforcement Suggested Shapes Material Takeoff Mode Shapes Joint Label Column Span Region 1[in] Region 2 in Region 3[n] Region 4[inl e i ' Set/Member C e t Sha • e Suggested Shape Contro lin • Me be Use Suggested_ No Data to Print ... Material General 1 3 GEN_ VOOD Total General 1 1 34 34 1,7 1,7 Plate Principal Stresses LC Plate Label Plate Forces (per ft) LC Plate Corner Forces Plate Label LC Plate Label RSA/Frequencies No Response Spectra /Frequency Results Available... Solution Warning Loa X Translation Size No Data to Print... Pieces Fx[k] No Data to Print ... Joint No Data to Print ... RISA -2D Version 6.0 IP:1200414179 Riverview Plaza \Enq \GLB 3 RTU1.r2d1 X[k] Len h Sept 8, 2004 11:16 AM Checked By: Welght[KK Sigmal[ksi] Sigma2[ksij Tau Max[ksi] A gle r d Von Misesrksi] No Data to Print ... Fvjk] Fxy[k] Y[k] Y Translation Z Translation X Rotation Y Rotation Z Rotation Page 9 No Mode Shape Results Available... No Data to P Print ... (RTU 1 Gravity Loading Dead Load 16 PSF Live Load 25 PSF Unit Wt = 13620 LBS Check GLB4 Span = Trib. Width = w dl = wII= 1/2 Mach w = w tot = Fv = Fb = E= Cv A rqd Srqd rqd A exist S exist = I exist = 5.125x12" 24F -V3 8 FEET 10 FEET 160 PLF 250 PLF 262 PLF 672 PLF 2688 LBS 5375 LBS 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 1 18.5 INA2 23.4 INA3 86.0 INA4 61.5 INA2 > 123 INA3 > 738 INA4 > PRxn A 84 B = 2687.7 LBS for U 240 Unit Size = 'Therefore the Existing 51/8" x 12" GLB is OK 9.0 FEET x 26.0 FEET 18.5 INA2 Therefore OK 23.4 INA3 Therefore OK 86.0 INA4 Therefore OK 1(E) LEG 5 Hanger Cap = 12700 LBS 2687.7 Therefore OK Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 5 Date: 9/7/04 Job No.: 4179 V 0 co 0 co la WO . g Q' Z tu U � W W' lr-s Z' v im ; OF pRTUI Gravity Loading Dead Load 16 PSF 1 'Live Load 25 PSF 1 lUnit Wt = 13620 LBS Check GLB5 Span = Trib. Width = w dl = w II = Mech w = w tot = w stesses Vw = Mw= Vw = Mw = Fv = Fb = E= Cv = A rqd = S rqd = I rqd = A exist = S exist = I exist = Rxn A = Rxn B = 2743 LBS 13717 LBS 4222 LBS 27021 LBS LDF = 1.15 Snow Beam = 5.125x161/2" Grade = 24F-V3 20 FEET 3 FEET 48 PLF 75 PLF 151 PLF 274 PLF 190 PSI 2400 PSI 1800000 PSI 0.973 29.0 INA2 120.7 INA3 978.7 1104 84.56 INA2 232.5 INA3 1919 INA4 4221.6 3952.8 11111MMI101.16 P = 2687.7 LBS See Rxn A if 5 1 ( • 1/10 of unit assumed th ends Conservative Mmax at Same Location Assumed b= for U 240 Unit Size = 9.0 FEET x 26.0 FEET 5.125 IN & d = 16.5 IN 29.0 INA2 120.7 INA3 978.7 INA4 Therefore the Existing 8118" x 16112" GLB Is OK 1 p stresses Vp = Mp = 1478.2 LBS Max 13304 LBS FT Max Therefore OK Therefore OK Therefore OK 1(E) LEG 5 Hanger Cal 12700 LBS 4221.6 Therefore OK 1 Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste. 200, Bellevue, WA 98005 (425) 614-0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 6 Date: 9/7/04 Job No.: 4179 1RTU 1 Gravity Loading Dead (Live Load 'Unit Wt = Check GLBB Span = 16 PSF 25 PSF 13620 LBS Trib. Width = w dl = wII= 1/2 Mech w = 20 FEET 320 PLF 500 PLF 262 PLF Trib @ME= wdlatME= wIIatME= 14.5 FEET 232 PLF 362.5 PLF • M= Delta = • • LDF = - Beam = 8 3/4 x22.5" Grade = 24F -V3 Fv = Fb = E= Cv = A rqd Srqd= Delta All = A exist = S exist = Delta Risa = RxnA= RxnB 34 FEET 17460 LBS 133560 LBS FT 1.89 IN 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 0.848 119.9 INA2 684.6 IN ^3 1.7 IN ^4 197 INA2 738INA3 1.89 IN^4 17460.0 LBS 14830.0 LBS See Risa See Risa See Risa for U 240 119.9 INA2 684.6 IN ^3 1.7 IN ^4 (Therefore 8 3/4" x 221/2" GLB is OK Unit Size = 9.0 FEET x 8.75 IN & d = 22.5 IN Therefore OK Therefore OK Close enough 26.0 FEET Beam Camber is 1 3/8" Beam Slopes 12" / 34' Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 7 Date: 9/7/04 Job No.: 4179 ri p w 2 U O N 0: NW: N w WO . g Q O z j D 0- O N 0 F-, W UJ F V: u- aj z, O~ . !!!!!!!!!!!!!!!!pqmplumnpiimpuimpui linu'III mmili� . I I . :!It ll�l Armour Unsderfer Engine... Riverview Plaza GLB 6 Brian Unsderfer Sept 8, 2004 at 11:17 AM GLB 6 RTU1.r2d Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Yes Use Cracked Sections Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Company : Armour Unederfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 Global General Material Properties Label I 1 I GEN_WOOD I 1800 Hot Rolled Steel Properties Cold Formed Steel Properties :, CFJNOOD 1800 Wood Material Properties 1= U W Concrete Properties Label Conc3000NW General Section Sets Aspen Select Structural [k] E [kat] 1 3 5 6 Conc3500NW Conc4000NW Conc3000LW Conc3500LW Conc4000LW 3156 3409 3644 2085 2252 2408 1482 1584 907 979 1047 Nu .15 .15 15 15 15 15 .6 .6 6 .6 6 145 .145 11 ,11 .11 3.5 4 3,5 4 G [ksi] 1332 Tz-l i- G G Eke] A 2 1 SEC1 I � Beam GEN_WOOD 197 I 2 [ ] I c 830 [i � ] 7 RISA -2D Version 6.0 [P:\2004\4179 Riverview Plaza \Eng \GLB 6 RTU1.r2d] Sept 8, 2004 11:17 AM Checked By: Nu Therm (\1E5 F) Denslty[ .3 I .65 I .035 E P ity ^ Al! i] U .65 ens . 035 2 I 3.36 s Therm 61E5 F) Density[k/ft^3] .6 ,145 .035 fc[ks] 3 Page 1 Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 Hot Rolled Steel Section Sets Label Shave De i n Li Materiel Desi n uses � I (90. 70 i. !_(0 180 Ii Al IR1A I W5X1 Fl Be HR W T 4 .68 i 7.51 21,3 Cold Formed Steel Section Sets Label Shape Desi • n List 1.5CU1.25X071 C Beam NDS Wood Section Sets La W1 S N i S1 • 2X4 Rectan Concrete Section Sets Member Primary Data L 1 1 M1 Member Advanced Data Joint Boundary Conditions Joint Label N1 n .: - i• n e • ul r Beam L Joint Coordinates and Temperatures Label N1 Hot Rolled Steel Desien Parameters X [Lin] Reaction Material F WOOD Mae = Des' RISA -2D Version 6.0 [P:12004\4179 Riverview Plaza \Eng \GLB 6 RTU1.r2d1 Sept 8, 2004 11:17 AM Checked By: Des' n Rules A [ir_21 190 270 1... 1 0 180 in4 Typical .26 .042 .098 T u = s 1112 (90 270 i.. 10 8' i 4 icai 5.25 .984 5. 59 Label Shape Design List Type Material Design Rules A [in2] 1(90.270) [1... 1(0.180) [in4] 1 1 1 CONC1A ICRECT8X8IR Beam IConc3000NWI Typical I 64 1 341.333 1 341,333 1 J•i - o a : deg)_ Section/Shape Design Lis e Material Desi Ru N2 SEC1 1 None Beam EN_WOOD Default 1 Label I Release J Release I Offset inj J Offset in T/C Only Physical TOM Inactive Yes 1 2 N2 X [ft] 0 .34- 0 ..:. . Y [ft] 0 Y kfn Reaction Temo [F1 0 0 1 N2 Reaction Rotation[k-ft/rad] gth[ ] Lb-out[ft] Lb-in[ ] L ata to compPrint �p ] co Lmp bo K -out K -in Cm Cb Out s... In sway., D ... Cold Formed Steel Desson Parameters ape Lengt_h[,.. Lb- ou�[$]� in Lcomp Lcom(��ot... K -out K -in Cm Cb R Out s... In sway l No Data to Print ... Page 2 Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 NDS Wood Desian Parameters Label Shape Length[ft] Le- out[ft] Le -in[fU le -bend to... le -bend bo... K -out K -in CH Cr Out sway In sway No Data to Print ... 1 A C/ Concrete Design Parameters Label Shape Length[ft] Lu- out[ft] Lu -in[ft] Cm -out Cm -in K-out K -in Out sw...In sway for Fac... No Data to Print ... Desian Size and Code Check Parameters L bel Max Depth i in Depth_[inl Max Widthlin] n Wid in ax Be din Chi k Max S 1 r C 1 Typical 1 Concrete Reber Parameters i l : x .u: I= ...Si ear B =r exS eel k•i S earSee ksi To_p -iu . Bo ouCove • Coveterin 1 Typical #5 #11 #4 60 60 I 1.5 1.5 I 1,5 Plates Label Joint Loads and Enforced Displacements Member Point Loads (BLC 1 : Dead Load) 1 I Member Label Direction Member Distributed Loads (BLC 1: Dead Load) Member Label M1 A Joint B Joint C Joint D Joint Material Thickness,., R Loc S Loc Inacti., No Data to Print ... Joint Label L D,M Direction Magnitude[k,k -ft in,rad k *s ^2/ft] No Data to Print ... 1 3 M1 M1 Y - 28 -,32 -26 - 32 0 7 34 Direction Y 1 Y Member Distributed Loads (BLC 2 : Snow Load) Moving Loads Magnitude[k k -ft] -4.2 Sept 8, 2004 11:17 AM Checked By: Lo io [ft. %1 7 Start Magnitude[k/ft d ..End Magnitude[k/ft d Start L oation[ft. %] En -.23 -.23 1 Member Label M1 M1 Direction Y Y =.5 -.5 7 Start Magnitude[k/ft.d nd Maam tude[k/ft.d... Start Locationj�%) End Location[ft. % -.36 -.36 0 7 34 E 0 Tag Pattern Increme...Both . 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint 6th Joint 7th Joint 8th Joint 9th Joint 10th Join) No Data to Print ... RISA -2D Version 6.0 [P:12004\4179 Riverview Plaza \Enq \GLB 6 RTU1.r2dl d Locatio %1 7 Page 3 .- .i:C�. .. ; •: kJ'_ Y..... i'. �% i.....:<:. v: L�.:: �'.::,.::» to :�:.. ::'Aw.titw:�.1:i...:t:t:aa. Number of Modes 0 Load Combination Number 1 - Live and Dead Acceleration of Gravity 32.2 (ft/sec ^2) Convergence Tolerance 0.001 Converge Work Vectors No i Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 Basic Load Cases 1 BLC Description Dead Load Snow Load Load Combinations De-c ',tio S•Iv= PD SR.. BLC ac or BLC a1 o BLC Factor or BLC a tore LC ac o BLC Facto!) BLC Factor 1 lye and Dea Load Combination Desian Description ASIF 1 Live and Dead I Dynamics Inout Joint Deflections 1 LC 1 N1 N2 0 0 0 0 - 1.529e -2 1.451e-2 Joint Reactions 1 3 LC 1 1 N2 Totals COG (ft)' I kJ 0 0 0 X: 15 611 17.464 14.826 32 29 Y: 0 0 Story Drift LC LC 1 Story Member Section Forces Member Section Stresses LC Member Label 1 1 i M1 Joint Label Joint Label N1 Category DL SL CD Joint() No Data to Print ... 1 5 14.826 Member Label M1 Sec 1 2 3 4 X Gravity X [in] X Axia I[k] 0 0 0 0 0 Y Gravity XDLin Joint Point Y [ij Y [k] SheaiU ] 17.464 6 084 -.886 -7 856 Sept 8, 2004 11:17 AM Checked By: 1 %ofHt Distributed 3 2 Service Ho Rolled Cold Formed NDS Wood Concrete Yes Yes Yes Yes Rotation [rad] MZ [IS -.ft] 0 Moment[k -ft] 0 - 111.469 - 133.557 - 96.401 0 Bep inglk-sil_, BQte_QQd_ing[ks7 RISA -2D Version 6.0 [P:\200414179 Riverview Plaza \Eng \GLB 6 RTU1.r2d1 Page 4 1 1 - M1 1 0 , 0 NC 2 2 0 0 -1,374 -1.887 296,921 216.251 3 3 4 0 0 4315 0 5 5 ________3.07,869 NC Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 Member Section StressesiContinued) LC Member Label Sec 2 2 3 Member Section Deflections Member A SD Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Fa[ksij Ft[ksi] Fb[ksil Cb Cm Member ANSI Cold Formed Steel Code Checks LC Member Shape UC Max Locjft] Shear UC Locjft] Pn[k] Tnjk] Mnjk - -ft] Cb Cm Eqn No Data to Print ... Member NDS Wood Code Checks Concrete Beam Desian Results �MBmber Shape 3 4 5 Concrete Beam Bendin . Reinforcement Concrete Beam Shear Reinforcement Axialrksil 0 0 0 0 No Data to Print ... Shear[ksil 0 0 0 0 RISA -2D Version 6.0 FP:12004\4179 Riverview Plaza\Enq\GLB 6 RTU1.r2d1 Top Bending[ksil Bot Bending[ksi _ 0 0 0 0 0 Sept 8, 2004 11:17 AM Checked By: 0 0 atio 0- -- LC Member Shape UC Max Loc[ftl Shear ... c[ft] Fc 1 ksi Fb'[ si Fv'fksi RB CL CP Eqn_ No Lo Data to Print .. I r ape UC Max ... Loci[t] UC Max ... L ata oc to [ftj Pri S hear UC Loc[ftj Phi *Mn Top[...Phi *Mn Bot[... Phi*Vn[kl ... Concrete Column Desian Results Column Shape UC Max Loc[ft] UC LC Shear ... Loc[ft] Dir Phi used Pn[k) Mnjk -ft] Vn[k] No Data to Print ... Span Left Top[inj - Left Bot[ini Mid Top[in] Mid eotjin]�ight Top[in] Right Bot[ip]� No Data to Print ... Member Span Region 1[in) Region 2[1n1 Region 3[in]i Region 4[D] No Data to Print ... 1 Page 5 { Company : Armour Unsderfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 6 Concrete Column Bendina Reinforcement Concrete Column Shear Reinforcement Column Span Region 'flint Region 2 in Region 3 in Region 4[in]_, No Data to Print ... Suaaested Shapes Section Set/Member Current Shape Suggested Shape Controlling Member Use Suggested? No Data to Print ... Material Takeoff 1 2 3 Matenal General GEN_WOOD Total General 1 1 34 34 Plate Principal Stresses Plate Label Plate Forces (per ft) Plate Corner Forces LC • RSA/Freauencies No Response Spectra /Frequency Results Available.., Mode Shapes Joint Label No Mode Shape Results Available... Solution Warnina Loa RISA -2D Version 6.0 Plate Label X Translation Size Joint Pieces No Data to Print ... X[kl Sept 8, 2004 11:17 AM Checked By: Column Shape Span Perim Bars in No Data to Print ... Lengthijft] Weight[K] 1 6 1.6 Sigmal[ksi Sigma2jks] Tau Max[ksil Angle[rad] Von Mises[ksi] No Data to Print ... Plate Label Fx[kl Fy[k] Fxvlkl No Data to Print ... Y[k] Y Translation Z Translation X Rotation Y Rotation Z Rotation No Data to P n t ... FP :\2004\4179 Riverview Plaza \Eng \GLB 6 RTU1.r2d1 Page 6 • dw= C - nnel Retrofit E GL E Steel N = 16.11 Try: C6x8.2 I charm. = 13.1 INA4 No. Chann. = 2 I steel = I Egiv. Wood = Delta Rica M 1800000 PSI 29000000 PSI Y= I equiv. = Deflection = le /Inew = Defl. New = 6.2 INA4 42 : 1 IN^4 6 24 I 1.47 IN 2 C6x8.2 Sb Equiv. = St Equiv. = M= fbb= fbt= Tbot= A bot = - T steel = 1207.2 INA3 920.8 IN ^3 164600 FT LBS 1636.20 PSI 2145.05 PSI 74340.8 LBS 168.20 INA2 34179.0 LBS Bolt Double Shear with Side Plate V cap = No Bolts = Use 12 Bolts Each Side 3150 LBS 10.85 10.39 IN 12536.8 IN^4 1.83 0.804032 1.471378 Armour Unsderfer Engineering Therefore OK 4D = 3 IN Spacing Min , 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza a Address: Kent, WA Client: Comfort Mechanical Pg. No. 7 Date: 9/7/04 Job No.: 4179 A Equiv. y\ Ae•y I equiv d AdA2 Wood 210 2520 10080 1.61 547.6 Steel 77.3 464 422.1 4.39 1487.1 287.3 2984 10502.11 2034.71 dw= C - nnel Retrofit E GL E Steel N = 16.11 Try: C6x8.2 I charm. = 13.1 INA4 No. Chann. = 2 I steel = I Egiv. Wood = Delta Rica M 1800000 PSI 29000000 PSI Y= I equiv. = Deflection = le /Inew = Defl. New = 6.2 INA4 42 : 1 IN^4 6 24 I 1.47 IN 2 C6x8.2 Sb Equiv. = St Equiv. = M= fbb= fbt= Tbot= A bot = - T steel = 1207.2 INA3 920.8 IN ^3 164600 FT LBS 1636.20 PSI 2145.05 PSI 74340.8 LBS 168.20 INA2 34179.0 LBS Bolt Double Shear with Side Plate V cap = No Bolts = Use 12 Bolts Each Side 3150 LBS 10.85 10.39 IN 12536.8 IN^4 1.83 0.804032 1.471378 Armour Unsderfer Engineering Therefore OK 4D = 3 IN Spacing Min , 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza a Address: Kent, WA Client: Comfort Mechanical Pg. No. 7 Date: 9/7/04 Job No.: 4179 IRTU 2 Gravity Loading (Dead Load 16 PSF I (Live Load 25 PSF (Unit Wt = 8964 LBS Check GLB1 Span = Trib. Width = w dl = w II = 1/2 Mech w = w tot = V= M= LDF = Beam = 5.125x15" Grade = 24F -V3 Fv = Fb = E= Cv = Argd= S rqd = Irgd= A exist = S exist = I exist = IRxnA&B= 6136.0 LBS I 19 FEET 10 FEET 160 PLF 250 PLF 236 PLF 646 PLF 6136 LBS 29146 LBS 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 0.95 42.1 INA2 133.4 INA3 1107.548 INA4 76.88 INA2 192.2 INA3 1441 INA4 for L/ 240 Unit Size H--- �crflP� T 1d t r-w g)c 10 Cover Only No Unit (N) Mech'I Unit Wt = 8964# =fit rl --_ (Therefore the Existing 51/8" x 15" GLB is OK I 42.1 IN^2 133.4 INA3 1107.5 INA4 7.0 FEET x 19.0 FEET Therefore OK Therefore OK Therefore OK eaxi 1(E) LEG 5 Hanger Cap = 12700 LBS 6136.0 Therefore OK Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 8 Date: 9/7/04 Job No.: 4179 'RTU 2 I Gravity Loading (Dead Load 16 PSF I (Live Load 25 PSF I Unit Wt = 8964 LBS Check GLB2 Span = Trib. Width = wdl= wll= Mech w = w tot = w stesses Vw= Mw= Beam = 5.125x161/2" Grade = 24F -V3 A exist = S exist = I exist = Rxn A = Rxn B = 4094.8 20 FEET 2 FEET 32 PLF 50 PLF 128 PLF 210 PLF 2101 LBS 10503 LBS Vw = 6242 LBS Mw = 37425 LBS LDF = 1.15 Snow Fv = 190 PSI Fb = 2400 PSI E = 1800000 PSI Cv = 0.973 Argd= 42.9 INA2 S rqd = 167.2 INA3 rqd = 1401.9 INN; 84.56 INA2 > 232.5 INA3 > 1919 IN^4 > 'Therefore the Existing 5118" x 16 1/2" GLB is OK 6242.4 Unit Size = 7.0 FEET x 19.0 FEET P = 6136.0 LBS See Rxn A I .ce II 1/10 of unit assumed t ends u a 0 D. z p . I Z O p stresses . w w . Vp = 4141.8 LBS Max 2 m Mp = 26922 LBS FT Max I :0 co O ,W W H V; � O !i• Z V N' b =. 5.125 IN& d= 16.5IN :p z Conservative Mmax at Same Location Assumed for L/ 240 42.9 INA2 167.2 INA3 1401.9 INA4 Therefore OK Therefore OK Therefore OK 1(E) LEG 5 Hanger Cal 12700 LBS 6242.4 Therefore OK Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 9 Date: 9/7/04 Job No.: 4179 Gravity Loading Dead Live Load 25 PSF i Unit Wt = 8964 LBS Check GLB3 Span = Trib. Width = wdl= wI1= 1/2 Mech w = 20 FEET 320 PLF 500 PLF 236 PLF Trib@ME= wdl at ME= w II at ME = Part of Span 13.5 FEET 216 PLF 337.5 PLF M= Delta .= LDF Beam = 8 3/4 x24" Grade = 24F -V3 Fv = 190 PSI Fb = 2400 PSI E = 1800000 PSI Cv = 0.843 A rgd = 118.8 INA2 S rqd = 843.5 INA3 Delta All = 1.7 INA4 A exist = S exist = Delta Risa = Rxn A = Rxn B = 16 PSF 34 FEET 17300 LBS 163520 LBS FT 1.82 IN 1.15 Snow 210 INA2 > 840 INA3 1.82 INA4 > 17320.0 LBS 16420.0 LBS See Risa See Risa See Risa b= for L/ 240 'Therefore the Existing 8 3/4" x 24" GLB is OK P = 6242.4 LBS See RXN A Pg9 Iw me 1 w I &d s Unit Size = 118.8 IN ^2 843.5 INA3 1.7 INA4 7.0 FEET x 19.0 FEET 8.75 IN& d= 24 IN Therefore OK Close Enough Close Enough Beam Camber is 1 3/8" Beam Slopes 12" / 34' Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 10 Date: 9/7/04 Job No.: 4179 12-11u2- - L- 3 • 2411 � I1 I I 1 V nIA 1 , R 1111 „ 11111 11 1•1 1,1 1I ,I„I, I 11 I �II1 I II I 111 1I11. 1 1 lnnr LG I, lM atsl Re••• LC I. We ne3 Armour Unsderfer Enginee.. Brian Unsderfer 4179 Riverview Plaza GLB 3 RTU2 Sept 8, 2004 at 11:18 AM GLB 3 RTU2.r2d Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Yes Use Cracked Sections Bad Framing Warnings No Unused Force Warnings Yes Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 1 tUz- cv3 Company : Armour Unederfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 3 RTU2 Global General Material Properties Label E [ksij 1 1 I GEN_WOOID L_______1800 Hot Rolled Steel Properties G [ksi] - • • • Cold Formed Steel Pro erties e s' G .s 1 CF_WOOD 1800 Wood Material Properties Concrete Properties E 3156 ie u 1 4 5 Label Conc3000NW Conc3500NW Conc4000NW Conc3000LW Conc3500LW 3409 3644 2085 2252 G 1372 1482 1584 907 979 Nu .15 15 .6 .6 .15 6< Conc4000LW 2408 1047 15 6 11 4 [ksij .15 ,15 Sept 8, 2004 11:19 AM Checked By: Nu Therm 01E5 F) Density[k/ft ^3] .3 I .65 I .035 .65 E IC ens ^3 Yield[ si U ' .035 2.4 I 3.36 I _Them iE.S E)_ Density[1003] .145 .145 ,6 .145 6 .11 ,6 .11 f4[ksi] 3 3.5 4 3 3,5 RISA -2D Version 6.0 [P:\2004\4179 Riverview Plaza \Eng \GLB 3 RTU2.r2d] Page 1 Company : Armour Unederfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 3 RTU2 Hot Rolled Steel Section Sets L b I S D . List T pe Materia D esi u es i 2 190 270 0 i� i .1 0 18 �- W5 X 16 Wide Flange Beam IHR_WOOD Typical I 4.68 I 7.51 I 21.3 Cold Formed Steel Section Sets Label Shape Des' n List T •e 1 CF1A 1.5CU1.25X071 CU Bea NDS Wood Section Sets Label Share Design Lis T •e I 1 I NDS1A I 2X4 Rectangular Beam W1 Typical Member Primary Data Lab F1-1 M1 N1 N2 Member Advanced Data Jo' t J - otat LM1 I I I Release I J Release I Offset in J Offset in T/C Only Ph s' al TOM Inactive p Yes Joint Coordinates and Temperatures 1 ' Label N1 N2 Joint Boundary Conditions Joint Label Hot Rolled Steel Design Parameters Cold Formed Steel Design Parameters X pc/in] l Desi • n L's T • e a erial Des' Rules SEC! None Beam EN_WOOD Default X [ft] C WOO ' T • i al 0 34 Material Desi. n - ules ate is Desi • - ules RISA -2D Version 6.0 FP:12004\4179 Riverview Plaza \Enq \GLB 3 RTU2.r2d1 Y [kiln] Y fftl 0 0 Sept 8, 2004 11:19 AM Checked By: A in2 1 9 0 270 i... 1 0180 in4 .2 • .042 •8 A in2 ._ (90 270) [i„. .180) [In4L 5.25 I .984 (0 5.359 TempjQ 0 0 1 N1 Reaction Reaction Reaction Rotationjk- ft/rad] Label Shape Length[ft] Lb- out[ft] Lb- in[tt] Lcompsop[ft] comp botfft] K -out K -in Cm Cb Out s... In sway No Data to Print ... babel Shape Length[... Lb- out[ft] Lb-in[ft] LcompJop.. Lcomp bat K-out K -in Cm Cb R Out s... In sway No Data to Print ... Page 2 Company : Armour Unederfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 3 RTU2 NDS Wood Design Parameters Label Shape Length t Le -out tj Le -inlft] le -bend to... le -bend bo... K -out K -in CH Cr Out sway In sway No Data to Print ... ACI Concrete Design Parameters Label Shape Length[ft] Lu- out[ft] Lu -in[ft] Cm -out Cm -in K -out K -in Out sw...in sway Icr Fac... No Data to Print ... Design Size and Code Check Parameters Lab ax Depth[in] m De in Mai Wid h[in Min Width M a _ x _ Bending C k Max Shear Chk 1 Typical I I 1 I 1 I Concrete Reber Parameters Label Min Flex ...Max Flex.. Shear Bar Flex Steel ksi hear teel ksi Top Co( lomnj_, Botto Cover in Side Cover in]_, I 1 I Typical I #5 I #11 #4 1 60 60 I 1.5 1,5 1.5 I Plates ■ • Joint Loads and Enforced Displacements Joint Label Member Point Loads (BLC 1: Dead Load) b= L_•= Dir=Kion No Data to Print ... M1 Y Member Distributed Loads (BLC 1 : Dead Load) B oi C Joint D Joint Material Thickness... R Loc No Data to Print ... Magnitud -ft] -6.24 Sept 8, 2004 11:19 AM Checked By: S Loc Inacti... L D,M Direction Magnitude [k,k -ft in,rad k's ^2/ftL Location[fL%] 15 Member Label Direction Start Magnitudej[c/ft d End Magn itude[k/ft d Start Location[ft %j _ End Lo MA] 1 M1 Y -.32 - 32 0 15 2 34. 3 M1 M1 Y Y -.22 -.24 -.22 -.24 15 15 34 Member Distributed Loads (BLC 2 : Snow Load) Member Label Direction Start Magnitude[k/ft,d.. [k/ft.d .. Start Location[ft. %1 End Location[ft• %1 M1 Y -.5 -.5 0 15 34 1 2 M1 Y - 34 -,34 15 Moving Loads g Pattern Increme.. oth ... 1st Joint 2nd Joint 3rd Joint 4th Joint 5th_Joint 6th Joint 7th Joint 8th Joint 9tb Joi • No Data to Print ... ati4� RISA -2D Version 6.0 [P:\200414179 Riverview Plaza\Enq\GLB 3 RTU2.r2d1 Page 3 Number of Modes 0 Load Combination Number 1 - Live and Dead Acceleration of Gravity 32.2 (ft/secA2) Convergence Tolerance 0.001 Converge Work Vectors No Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 3 RTU2 Basic Load Cases 1 BLO Description Dead Load Snow Load Load Combinations Description olve PD.., SR.. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 rive and Dead! I I 1 1 1 1 1 2 1 1 I I I I I I I I I I I 1 Load Combination Design Description ASIF 1 1 I Live and Dead I Dynamics Input Joint Deflections 1 LC 1 1 N1 N2•. 0 Joint Reactions 1 3 LC 1 1 N2 Totals: COG (ft): 0 0 0 X: 16.546 16.419 33,74 Y: 0 0 0 Story Drift LC Story Member Section Forces Member Section Stresses 1 Joint Label Joint Label N1 LC Member Label M1 Category DL SL CD X Gravity Y Gravity Service Hot Rolled Cold Formed NDS Wood Concrete 1 I Yes I Yes I Yes I Yes X [in] 0 X fk Joint(X) No Data to Print ... Sec Axial[k] 0 X Drift[in] RISA -2D Version 6.0 (P:\2004\4179 Riverview Plaza\Eng \GLB 3 RTU2.r2d) Joint Point Y [inl 0 Y [k] 17 321 Shear[k] Sept 8, 2004 11:19 AM Checked By: 1 Rotation [rad] - 1,419e -2 1,388e -2 MZ [k- ] % of Ht Distributed 3 2 1 3 5 1 1 2 3 4 5 0 0 0 0 17.321 10.351 -2.819 -9,619 - 16,419 0 Mo en k- 0 - 117.605 - 163 525 - 110.662 LC Member Label A i p ksl] Shea [k¢i] Top– Benen9[ka!], Bot Bending[ksil — Page 4 Company : Armour Unederfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 3 RTU2 Member Section Stresses (Continued) 3 5 2 3 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LC Member Label Sec Axialfksil Member Section Deflections 1 2 3 1 M1 1 2 3 x [m] 0 0 0 � 0 0 LC Member Label Member ASD Steel Code Checks LC Member Shape UC Max Loaft] Shear UC Loc[ftl Fa[ksi] Ft[ksi] Fbfksi] Cb Cm Eqn No Data to Print ... Member AISI Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ftl Shear UC Loc[M Pnfkl Tn[kl Mnfk -ftl Cb Cm Eqn No Data to Print ... .- Member NDS Wood Code Checks ll = 1 • L Concrete Beam Design Results u 1 • 1 ax Concrete Column Design Results Concrete Beam Bending Reinforcement Concrete Beam Shear Reinforcement Sec Shear(ksil Top Bendinglksil Bot Bending ksil 0 0 Y in 0 -1,295 -1.816 -'272 0 Sept 8, 2004 11:19 AM Checked By: (n) Uy Ratio NC 314.986 224,655 320.7 NC S a UC u = x Lo ]Shear ... Loc[ft] Fc'[ksi] Ft'[ Fb'[ksil Iksil RB CL CP Eqn_ No Data to Print ... ! UC Max ... Loc(ftl Shear UC Loc[ftl Phi'Mn Top[...Phi *Mn Botf... Phi"Vn[l 1 No Data to Print ... 1 Column Shape UC Max Loc[ft] UC LC Shear ... Loc[ft] Dir Phi used Pnfkl Mn[k -ft] Vn[k) No Data to Print ... _Member Shape Span Left Topji_n] Left Bof[in] Mid Top[ia] Mid Bot[in] Right Top[in] Right Bo in] No Data to Print ... 1 ��ber Span Re lo_1[if] Region 2[in] Region. jIa] Region [0] No Data to Print ... RISA -2D Version 6.0 FP:1200414179 Riverview Plaza \Enq \GLB 3 RTU2.r2d1 Page 5 Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 3 RTU2 Concrete Column Bending Reinforcement Column Shape Span Perim Bars[inl I No Data to Print ... Concrete Column Shear Reinforcement 1 No Data to Print ... Suggested Shapes Material Takeoff 1 2 • L Mode Shapes Joint Label Column Span Region 1 in ] Region 2 in Region 3[in] Region 4 in S io Se embe Material General GEN_WOOD Total General Plate Principal Stresses 0.; Plate Forces (per ft) Size Plate Corner Forces LC Plate Label 1 RSA/Freauencies Solution Warning Loa • - = L =b= Curren Shape Suggested Shape Controlling Member Use Suggested? No Data to Print ... Join Pieces Len gth i'ft] 1 No Data to Print ... No Data to Print ... X[ k] 34 34 Sept 8, 2004 11:19 AM Checked By: Weightft J 1.7 1.7 i] Sigma2 si Tau Max[ csi] Anglee[rad] Von Mises[ksi] No Data to Print ... Ey[kl Fxyjk] Y[k] No Response Spectra /Frequency Results Available... X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation No Mode Shape Results Available... Message No Data to Print ... RISA -2D Version 6.0 [P:\2004\4179 Riverview Plaza \Eng \GLB 3 RTU2.r2d1 Page 6 Gravity Loading (Dead Load 16 PSF (Live Load 25 PSF (Unit Wt = 4 ,1140 LBS Cover Only Check GLB4 Beam. Grade = Fv_ Fb E _ Cv A rqd S rqd I rqd = Span = Trib. Width = w dl = w 11 1/2 Mech w = w tot = 5.125x12" 24F -V3 10 FEET 10 FEET 160 PLF 250 PLF 30 PLF 440 PLF 2200 LBS 5500 LBS 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 1 15.1 INA2 23.9 INA3 110 IN "4 61.5 INA2 123 IN "3 > 738 'NM (Therefore :the Existing 5118" x 12" GLB is OK IRxn A 8& B = 2200.0 LBS I(E) LEG 5 Hanger Cap = 12700 LBS 2200.0 Therefore OK Armour Unsderfer Engineering for L/ 240 Unit Size = 7.0 FEET x 15.1 IN"2 23.9 INA3 110.0 IN "4 Therefore OK Therefore OK Therefore OK 19.0 FEET , 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 11 Date: 9/7/04 Job No.: 4179 P. I P RTU 2 I Gravity Loading (Dead Load 'Live Load Unit Wt = Check GLB5 Span = Trib. Width = w dl = w II = Mech w = w tot = 16 PSF I 25 PSF 1140 LBS w stesses Vw Mw= A exist = S exist = I exist = Rxn A = Rxn B = 2822.9 2162.9 20 FEET 3 FEET 1393 LBS 6964 LBS Vw = 2823 LBS Mw = 16974 LBS LDF = 1.15 Snow Fv = 190 PSI Fb = 2400 PSI E = 1800000 PSI Cv = 0.973 A rqd = 19.4 IN^2 S rqd = 75.8 IN 1 '3 I rqd = 630.6 INNS 84.56 INA2 232.5 1103 > 1919 INNS > iTherefore the Existing 51/8" x 16 112" GLB is OK Unit Size = 7.0 FEET x 19.0 FEET 48 PLF 75 PLF 16 PLF 1/10 of unit assumed t ends 139 PLF p stresses Vp = Mp = Conservative Mmax at Same Location Assumed Beam = 5.125x161/2" b = 5.125 IN 8 d = 16.5 IN Grade = 24F -V3 for U 240 19.4 INA2 75.8 INA3 630.6 IN^4 P = 2200.0 LBS See Rxn A LPg 5 1430.0 LBS Max 10010 LBS FT Max Therefore OK Therefore OK Therefore OK Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 i I(E) LEG 5 Hanger Cal 12700 LBS 2822.9 Therefore OK Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 12 Date: 9/7/04 Job No.: 4179 MelnISSIMMOSIMINIMIMEMIMIMINIssmal • Gravity Loading (Dead 16 PSF I (Live Load 25 PSF (Unit Wt = 1140 LBS Check GLB6 Span = Trib. Width = w dl = w11= 1/2 Mech w 20 FEET Trib @ME= 320 PLF 500 PLF 30 PLF wdlatME= w II at ME = Part of Span 13.5 FEET 216 PLF 337.5 PLF V= M= Delta = LDF = Beam = 8 3/4 x22.5" Grade = 24F -V3 Fv = Fb = E= Cv A rqd = S rqd = Delta All = A exist = S exist = Delta Risa = Rxn A = Rxn B = 34 FEET 14100 LBS 126600 LBS FT 1.77 IN 1.15 Snow 190 PSI 2400 PSI 1800000 PSI 0.848 96.8 INA2 648.9 INA3 1.7 INA4 197 INA2 > 738 INA3 > 1.77 INA4 > See Risa See Risa See Risa for U 240 Unit Size = (Therefore the Existing 8 3/4" x 221/2" GLB is OK 8.75 IN & d = 22.5 IN 96.8 INA2 648.9 INA3 1.7 IN ^4 P = 2822.9 LBS See RX A Pg12 w me 1 Iw I &d I 7.0 FEET x 19.0 FEET Therefore OK Therefore OK Close Enough Beam Camber is 1 3/8" Beam Slopes 12"/ 34' 15700.0 LBS 14830.0 LBS Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 13 Date: 9/7/04 Job No.: 4179 • Brian Unsderfer iffi numpuouwwwwwilllllillllll1Illl1llllllllllll1lP011111111111411 II1f II11I IIIIIP'Pll I1111 1111IIIIVID Armour Unsderfer Enginee. Lam IC I. U• .. D.tl lima In LC 1. WrYOrC 4179 Riverview Plaza GLB 6 RTU 2 GLB 6 RTU2.r2d Sept 8, 2004 at 11:19 AM 1 Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Yes Use Cracked Sections Bad Framing Warnings No Unused Force Warnings ' ` Yes Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 0.50% P -Delta Analysis Tolerance Company : Armour Unaderfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 6 RTU 2 Global General Material Properties Label E [keg G [keg Nu Therm 01E5 F) Density[k/ft9] 11 I GEN_WOOD I 1800 I I .3 I 65 I .035 Hot Rolled Steel Properties • HR WOOD Cold Formed Steel Properties CF_VVOOD 1800 Wood Material Properties 1 I W1 Concrete Properties General Section Sets S• • 1800 Aspen Select Structural k 1_ RISA -2D Version 6.0 [P:\200414179 Riverview Plaza1Eng1GLB 6 RTU2.r2d] Sept 8, 2004 11:19 AM Checked By: Id ,s .65 .035 2.4 u \ E •_ -'+ i .65 ,035 2,4 3.36 i =w I I: G ,.e s k/ft ^3] .035 \ E D = i ^ c ksi] Conc3000NW 3156 1372 .15 Conc3500NW Conc4000NW 3409 3644 1482 1584 .15 .15 .6 ,6 4 5 6 Conc3000LW Conc3500LW Conc4000LW 2085 2252 2408 907 979 1Q47 .15 .15 .6 .6 .6 3.5 3.5 erial A n2 [i�j_L(4,180) (in4] WOOD I l 8306 Page 1 Company : Armour Unaderfer Engineering, LLC Designer : Brian Unaderfer Job Number : 4179 Riverview Plaza GLB 6 RTU 2 Hot Rolled Steel Section Sets Label Shape De LI I 1 I HRIA I W5X16 Cold Formed Steel Section Sets la i u B T e Sept 8, 2004 11:19 AM Checked By: a erial Design Rules A [in2: 90 270 1 0180) [in4] WOOD I Typical I 4,68 I 7,51 21,3 1 Label Sha a Desi n List T �ru aterial Desi n Rules A in2 I (90,270) [i... I (0.180) [in4] 1 CF1A 1 .5CU1.25X071 CU Beam I CF_WOOD Typical .26 I .042 I .098 NDS Wood Section Sets L ei SSh e D si Lis T e at 'al Desi, - u es 2 90 2 0 I 10 80 4 I 1 NOS1A 2X4 Rectangular I Beam W1 Typical 5.25 ,984 5,359 Concrete Section Sets L De L KiINtg 7ECI " - t: u a Conc3000NW • 1 - 1= Member Primary Data Label I Joint J Joint 1 I M1 I N1 I N2 Member Advanced Data Label I Release J Release •I1 I M1 Joint Coordinates and Temperatures Label N1 Joint Boundary Conditions Joint Label N1 Hot Rolled Steel Desian Parameters Cold Formed Steel Desian Parameters M RISA -2D Version 6.0 fP :'2004\4179 Riverview Plaza \Eng \GLB 6 RTU2.r2d1 Il Desi T •ic -I 64 s in2 190 270 1 018. :0 Rotate(deg Section /Sh ape DesignLi�s T pe aterial Desi sr Rules SEC1 None I Beam IGEN_WOOD Del fault I Offset[in] J Offset[inl T/C Onl Ph sical TOM Inactive I I Yes 1 N2 34 X [ft] 0 1 2 N2 x Don] Reaction Reaction Y (l 11n] Reaction Y [Lt] Temp [Ft 0 0 Rotation[k- ft/rad] Label Shape Lengt Lb- outlft] Lb -i n[ft] Lco mp top[ft]Lcom botlftl K -out K -in Cm Cb Out s... In sway I No Data to Print ... I h gth[... Lb- outjft] p LcomRbot. K -out K -in Cm Cb R Out s.,.In sway No Data to Print ... Page 2 t 4 • - NDS Wood Deslan Parameters f Label Shape Length[ft] Le- out[ft] Le- in[ft] le -bend to... le -bend bo... K-out K -in CH Cr Out sway In sway No Data to Print ... ACI Concrete Design Parameters Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 RTU 2 Desian Size and Code Check Parameters Label Shape Length[ft1 Lu- out[ft] Lu -in[ft] Cm -out Cm -in K -out K -in Out sw...In sway cr Fac... No Data to Print ... L be ax Depth i 'n Depth in Max WidthUal Min Width[i ]Max Bending Chk I Max Shear Chk 1 Typical Concrete Reber Parameters Plates • = =x ... u ax ex r : ar lex S = : I si Shea eel[ks'�l Top Co u n . Bo t om Cove inLSide CoveragL Typical #5 #11 #4 60 60 I 1,5 1.5 I 1.5 •i tl • Joint Loads and Enforced Displacements Member Point Loads (BLC 1 : Dead Load) I 1 I Moving Loads oint Label Member Label M1 Member Distributed Loads (BLC 1 : Dead Load) 1 M1 Y 2 M1 Y 3 M1 Y No Data to Print ... L D M Direction Ma • n itude k k -ft in ad k's ^2/ft]� No Data to Print ... Direction I Y Member Label Direction S Member Distributed Loads (BLC 2 : Snow Load) D Joint Material Thickness... R Loa S Loc Inagti.. Magnitude[k.k -ft] -2.8 tart Magnitudelk/ft d..End Magnitude[k/ft d,,. Start Location[ft %] -.22 -.22 0 -.32 -.03 Sept 8, 2004 11:19 AM Checked By: Location[ft. %] 9.5 -.32 -,03 9,5 0 34 9,5 End Locati nLft %1 9.5 Direction Start Magnitude[k/ft,d..End Magnitude[k/ft.d... Start Location[ft. %] End Location[ft.%1 Y -. 34 -.34 0 9.5 1 2 Member Label M1 M1 Y -.5 -.5 9,5 34 Pattern lncreme..Both ... let Joint 2nd Joint 3rd Joint 4th Joint 5th Joint 6th Joint 7th Joint 8th Joint 9th Joint 10th Join No Data to Print ... RISA -2D Version 6.0 [P:\2004\4179 Riverview Plaza \Eng \GLB 6 RTU2.r2d1 Page 3 Number of Modes 0 Load Combination Number 1 - Live and Dead Acceleration of Gravity 32.2 (ft/secA2) Convergence Tolerance 0.001 Converge Work Vectors No 1 Company : Armour Unaderfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 6 RTU 2 Basic Load Cases 1 Load Combinations Description Solve PD... SR... BLC Factor BLC ac or BLC Fac or BLC ac or BLC Factor BLC Facto BLC Facto BLC Factor 1 ive and Dead I 1 11 1 1 1 2 1 — I Load Combination Desian Description ASIF n Live and Dead Dynamics Input Joint Deflections LC 1 1 N2 0 - 1.39e -2 1.373e -2 Joint Reactions LC 1 3 1 1 N1 N2 Totals: COG (ft): 0 0 0 X' 17 202 [k] 14 078 14417 28 495 Y: 0 0 0 Story Drift LC 1 BLC Description Dead Load Snow Load Story Member Section Forces 1 M1 Member Section Stresses M1 Joint Label N1 Joint Label LC Member Label Category DL SL CD 1 Service Hot Rolled Cold Formed NDS Wood Concrete I Yes I Yes I Yes I Yes Joint(X) No Data to Print ... Sec 1 2 3 4 5 II: u X Gravity X [in] 0 X [k] Axiaifkl 0 0 0 0 Y Gravity X Dri in RISA -2D Version 6.0 IP:12004\4179 Riverview Plaza \Enq \GLB 6 RTU2.r2d1 Y Joint Y in 0 S earfkl 14,078 9 063 - 477 -7,447 - 14,417 Sept 8, 2004 11:19 AM Checked By: Point 1 Rotation [ d MZ [k -ft] % of Ht Distributed 3 2 Moment[k -ft] 0 - 98.348 - 126.601 - 92,923 0 O b i] I Shear[ksil Top Bending[ksi] Bet Bendinq[ksi] 0 0 0 Page 4 P Company : Armour Unsderfer Engineering, LLC Designer : Brian Unsderfer Job Number : 4179 Riverview Plaza GLB 6 RTU 2 Member Section Stresses (Continued) LC Member Label 2 3 4 5 4 3 5 0 0 0 0 0 0 0 0 0 0 L l_ 0 0 0 Member Section Deflections LC 1 2 3 1 M1 2 3 4 5 0 0 0 -1.266 -1.766 -1.25 0 322.365 231.037 326 311 NC Member Label Member ASD Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Locfftl Member AISI Cold Formed Steel Code Checks LC Member Shape UC Max Loc[ t] Shear UC Loc[ft] Pn[k] Tn[k] Mn]k -ft] Cb Cm No Data to Print ... Member NDS Wood Code Checks LC Member Shape UC Max Locift] Shear ... Loc[ft] Fc'[ksi] Ft'fksi] Fb'[ksi] Fv'[ksi] RB CL CP Eqt� No Data to Print ... Concrete Beam Design Results Member Shape UC Max Lgcj� UC Max ... Loc[ftj Shear UC Loc[ftl Phi*Mn Top[...Phi*Mn Bot[... Phi*Vn[!<I No Data to Print ... Concrete Column Desian Results Column Shape UC Max Loc[ft] UC LC Shear ... Locfftl Dir Phi used Pn[kl Mn[k -ft ] Vn[I�_, No Data to Print ... Concrete Beam Bendina Reinforcement Concrete Beam Shear Reinforcement Sec Axialfksil 2 0 0 To Sec 1 No Data to Print ... ui• 0 No Data to Print ... RISA -2D Version 6.0 IP:1200414179 Riverview Plaza \Eng \GLB 6 RTU2.r2d1 Sept 8, 2004 11:19 AM Checked By: Shearfksil Top Bendingfksil Bot Bending ksi x [inl y [inl -(n) L/1r�2atio 0 0 NC Fa[ksil Ftfksi] Fb[ksi] Cb Cm Eqn lin] Mid Boffin] Right Top[in] Right Bot[i Member Span Re ion 1[in] _Region 2 in Region 3 in Region 4[i41 No Data to Print ... Page 5 Company : Armour Unederfer Engineering, LLC Designer : Brian Unederfer Job Number : 4179 Riverview Plaza GLB 6 RTU 2 Concrete Column Bendina Reinforcement Column Shaw Span Perim Bars[tn] No Data to Print ... Concrete Column Shear Reinforcement Column Span Region 1[in] Region 2[in] Region 3finl R ion 4 in No Data to Print ... Suggested Shaves Material Takeoff Plate Principal Stresses L S: •, et/ ember Plate Forces (per ft) Plate Corner Forces LC Plate Label RSA/Freauencies Mode Shaves Joint Label Solution Warnina Loa u n Shape ize Suggested Shape No Data to Print ... 3 Matenal General GEN. WOOD Total General S 1 ngth[ft] 34 34 1.6 1.6 • Pieces RISA -2D Version 6.0 [P:12004\4179 Riverview Plaza \Enq \GLB 6 RTU2.r2d1 Le Sept 8, 2004 11:19 AM Checked By: Controlling Member • Use Suggested? WeightfKl al ksi i • �i - jksil Tau Max ksi Angle[rad] Von Mises[ksi] No Data to Print ... Fx k No Data to Print ... Joint No Data to Print ... X[k] Fy[kl Fxyjk] Y[k] No Response Spectra /Frequency Results Available... X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation No Mode Shape Results Available... Message No Data to Print ... Page 6 t. • 1RTU 4 Gravity Loading IDead Load 16 PSF I ILive Load 25 PSF Unit Wt = 1597 LBS Check Till's Span = Trib. Width = w dl = w II = P Mech = a Mech = v Mech = v= M= Beam = 14" TJI/35 Equiv. TJI/L65 W all = 22 FEET 2 FEET 32 PLF 50 PLF 319 LBS 8 FEET 203.3 LBS 1105 LBS 8350 LBS 146 PLF !Therefore TJI's are OK for New Mechanical Unit No. 4 I Unit Size = Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste 4.4 FEET x 7.3 FEET . 200, Bellevue, WA 98005 (425) 614-0949 Project: Riverview Plaza Address: Kent, WA Client: Comfort Mechanical Pg. No. 14 Date: 9/7/04 Job No.: 4179 pt— Prepared For: Contractor: Comfort Mechanical Incorporated Sold To: Comfort Mechanical Incorporated 6830 South 220th Street KENT, WA 98032 Trane is pleased to provide the enclosed submittal for your review and appro al. Product Summary Qty Product 1 Commercial Rooftop Air Conditioning Units (Midrange) 2 Packaged Rooftop, Cooling / Heating Units 1 Unitary Gas/Electric Rooftop Units 1 Confab - 4 curbs Matt Donovan Trane 2021 152nd Ave NE Redmond, WA 98052 Phone: (425)643-4310 Fax: (425)643 -4314 Table Of Contents Product Summary 1 Commercial Rooftop Air Conditioning Units (Midrange) (item Al) Tag Data 3 Product Data 3 Performance Data 3 FILE COPY Date: August 16, 2004 Customer P.O. Number: Customer Project Number: Job Number: Job Name: Riverview Building 3 REVIEWED FOR CODE C%MPLj9NCE A o'op'n1 /1Fo NOV 1.7 ?004 City Of Thkimia BUILDING ENVISION The attached information describes the equipment we propose to furnish for this project, and is submitted for your approval. RECEIVED ray OF TI 1Kwn A OCT 1 4 2004. PERMIT CENTER Field Wiring 15 Packaged Rooftop, Cooling / Heating Units (Item B1) Tag Data . 19 Product Data 19 Performance Data 19 Mechanical Specifications 21 Unit Dimensions 24 Fan Curve 26 Weight, Clearance & Rigging Diagram 27 Accessory :.28 Field Wiring 30 Unitary GaslElectric Rooftop Units (Item C1) Tag Data 31 Product Data - 31 Performance Data 31 Mechanical Specifications 33 Unit Dimensions 35 Weight, Clearance & Rigging Diagram 37 Accessory 39 Canfab - 4 curbs (Item D1) Tag Data 41 - Product Data 41 Tag Data - Commercial Rooftop Air Conditioning Units (Midrange) (Qty: 1) I Item { Tag(s) { Qty { Description { Model Number Ax Product Data - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 DX Cooling With Natural Gas Heat 60 Ton Unit 460 Volt -60 Hertz -3 Phase 2 Stage Low gas heat capacity • 100% Exhaust - 10 Hp with Statitrac 700 rpm - Exhaust fan Throwaway filters 30 Hp - Supply motor 900 rpm - Supply fan 0- 100% Economizer Economizer Control w /dry bulb 2.00" (51 mmj Spring isolators VAV Supply Air Temperature Control with VFD with out Bypass Standard ambient control UL approval Temperature sensor (FId) Generic Building Automation System Module High - Efficiency Motors (Supply and Exhaust) Access doors Performance Data - Commercial Rooftop Air Condii Tags RTU -1 Design airflow (cfm) 22000 Exhaust fan airflow (cfm) 22000 Cooling EDB (F) 78.00 Cooling EWB (F) 64.00 Ent air relative humidity ( %) 46.60 Ambient temp (F) 95.00 Leaving Coil DB (F) 55.28 Leaving Coil WB (F) 53.58 Leaving Unit DB (F) 57.73 Leaving Unit WB (F) 54.59 Gross total capacity (MBh) 682.69 Gross sensible capacity (MBh) 556.79 Gross latent capacity (MBh) 125.90 Net total capacity (MBh) 622.73 Net sensible capacity (MBh) 496.84 Net sensible heat ratio ( %) 79.78 Input htg capacity (MBh) 500.00 Output htg capacity (MBh) 410.00 Output htg capacity w /fan (MBh) 464.24 Heating EAT (F) 60.00 Heating LAT (F) 77.18 Heating delta T (F) 17.18 Supply duct static pressure (in H2O) 1.50 Retum duct static pressure (in H2O) 0.50 Component S.P. drop (in H2O) 1.04 Total static pressure (in H2O) 3.04 Supply motor BHP calculated (bhp) 21.30 Supply fan RPM calculated (rpm) 873 Exhaust static pressure (in H2O) 0.50 Exhaust motor BHP calculated (bhp) 8.21 Exhaust fan RPM calculated (rpm) 601 System power (kW) 81.23 EER @ ARI (EER) 9.6 IPLV @ ARI (IPLV) 12.0 Minimum circuit ampacity (A) 182.07 Maximum overcurrent protection (A) 200.00 Minimum disconnect switch size (A) 198.00 Recommended dual element (A) 200.00 Min. unit operating weight (lb) 8450.0 Max. unit operating weight (lb) 10620.0 Fan motor heat (MBh) 59.95 coning Units (Midrange) Mechanical Specifications - Commercial Rooftop Air Conditioning Units (Midrange) item: Al Qty: Tag(s): RTU -1 General Unit will be specifically designed for outdoor rooftop installation on a roof curb. The unit will be completely factory assembled, run tested, piped, intemally wired, and fully charged with R -22, and the compressor will be oil charged. Cooling capacity will be rated in accordance with ARI Standard 360. Unit will have decals and tags to aid in service and indicate caution areas. Electrical diagrams will be printed on long life water resistant material and will ship attached to control panel door. Unit Casing Exterior panels have a minimum of 1.25 ounce zinc coating per square foot of steel, phosphatized nne1 nnin!•nr4 .•ilk nn ntrnn Ph -inn! t•rnlnr hnnnr4 nnmmesl fininh torhinh ,nnnln n C:7') hns ir nn14 spray test based on the ASTM B117 standard for salt spray resistance. Screws will be coated with zinc - plus -zinc chromate. Interior surfaces or exterior casing members will have 1/2 " [12.7 mm] Tuf -Skin fiberglass insulation. Unit base will be watertight with 14 gauge formed load bearing members, formed recess and curb overhang. Unit lifting lugs will accept chains or cables for rigging. Lifting lugs will also serve as unit tiedown points. Scroll Compressors Z Trane 3 -D Scroll compressors will have a simple mechanical design with only three major moving W parts. Scroll type compression and 3 -D compliance will provide a completely enclosed W compression chamber with no leakage paths. Trane 3 -D Scroll compressors will include a direct- 6 D drive, 3600 rpm, suction gas cooled hermetic motor, centrifugal oil pump, oil sight glass and oil v v 0 charging valve. The control system will allow lead /lag of multiple compressors (on single circuit rn p units), or circuits (for multiple circuit units) for even run time, if so desired. _ H Evaporator Coil w 0 Internally enhanced seamless copper tubing of 1/2" [12.7 mm] O.D. will be mechanically bonded 2 to heavy -duty aluminum fins of configurated design. Coil will be equipped with thermal expansion � Q valves and factory pressure and leak tested at 300 psig [2068.5 kPa]. rn d Aluminum Fin Condenser Coil W Configurated aluminum fin secondary surface will be mechanically bonded to primary surface of ? 3/8" [9.53 mm] O.D. copper tubing. Subcooling circuits will be provided as standard. Coils will be i 0 factory tested at 450 psig [3102.8 kPa] air pressure and vacuum dehydrated. w I j 0 0 High Efficiency Motors Supply (and exhaust fans if applicable) are provided with high efficiency motors. 0 o t- Condenser Fans and Motors = v All condenser fans will be vertical discharge, direct drive fans, statically balanced, with steel u- O blades and zinc plated steel hubs. Condenser fan motors will be three -phase motors with permanently lubricated ball bearings, built -in current and thermal overload protection and w N ' weathertight stingers over motor bearings. O . Forward Curved Fans Supply fans will have two double inlet, forward -curved fans mounted on common shaft with fixed sheave drive and will be dynamically balanced and tested in factory. Supply fan will be test run in unit as part of unit test and unit will reach rated rpm before the fan shaft passes through first critical speed. Fan shaft will be mounted on two grease lubricated ball bearings designed for 200,000 hours average life. Fan motor and fan assembly will be mounted on common base to allow consistent belt tension with no relative motion between fan and motor shafts. Supply and exhaust fan (If applicable) assemblies are isolated with 2" [50.8 mm] nominal deflection spring isolators. All supply fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). Variable Frequency Drive General Description: The AC Drive and all associated optional equipment are UL listed according to Power Conversation Equipment UL 508C and CSA certified. The AC Drive is designed, constructed and tested in accordance with NEMA ICS, NFPA, and IEC standards. The Drive is housed in a metal NEMA 1 enclosure. All standard and optional features are included within the Drive enclosure, unless otherwise specified. The Drive converts incoming fixed frequency three -phase AC power into a variable frequency and voltage for controlling the speed of three -phase AC motors. DC link reactors are provided on both the positive and negative rails of the DC bus equal to 3% impedance to minimize power line harmonics. Full Toad amp ratings meet or exceed NEC Table 430 -150. The Drive provides full rated output current continuously, 110% of rated current for 60 seconds and 160% of rated current for up to 0.5 second while starting. Isolation is provided between the Drive's power circuitry and control circuitry to ensure operator safety and to protect connected electronic control equipment from damage caused by voltage spikes, current surges, and ground loop currents. Audible motor noise is minimized through the use of an adjustable carrier frequency. Carrier frequency is automatically adjusted to optimize motor and AC Drive efficiencies while reducing motor noise. Operating range, ambient temperature, -10 to 50 °C (14 to 104 °F), 0 to 95% relative humidity, non - condensing, AC line voltage variation, -10 to +10% of nominal with full output. Protective Features Class 10 12t electronic motor overload protection for single motor applications is provided. Protection against input transients, loss of AC line phase, output short circuit, output ground fault, over - voltage, under - voltage, AC Drive over - temperature and motor over - temperature. All faults are displayed in plain English. Protection from AC Drive sustained power or phase loss. Full rated output with an input voltage as low as 90% of nominal. Continuous operation with reduced output with an input voltage as low as 164 V AC for 208/230 volt units, 313 V AC for 460 volt units, and 394 volts for 600 volts units. Semi - conductor rated input fuses to protect power components. A "signal loss detection" circuit senses the loss of an analog input signal such as 4 to 20 mA or 0 to 10 V DC, and is programmable to react as desired in such an instance. Default: After 10- second time out the Drive will shut off. Will function normally when the keypad is removed while the AC Drive is running and continue to follow remote commands. AC Drive catches rotating motor operating forward or reverse up to full speed. The AC Drive is rated for 100,000 amperes interrupting capacity (AIC). Includes current sensors on three output phases to detect and report phase loss to the motor. Identifies which of the output phases is low or lost. Continues to operate without faulting until input voltage reaches 300 V AC on 208/230 volt units, 539 V AC on 460 volt units, and 690 volts on 600 volt units Interface Features Off /Stop and Auto /Start selector switches provided to start and stop the AC Drive and determine the speed reference. On units with bypass, an AC Drive /Off /Bypass Hand selector switch will be provided in the unit control box. In case of an extemal current overload, a normally closed dry contact will stop the motor whether in DRIVE or BYPASS mode. In DRIVE mode speed reference is provided by a 0 to 10 V DC analog input. The display is programmable to display in 9 languages including English, Spanish and French. The display has four lines, with 20 characters on three lines and eight large characters on one line. The following points are controlled and /or accessible: AC Drive Start/Stop. Speed reference, Fault diagnostics, Meter points to include - Motor power in HP, Motor power in kW, Motor kW -hr, Motor current, Motor voltage, Hours run, DC link voltage, Thermal load on motor, Thermal load on AC Drive and Heatsink temperature. The AC Drive stores in memory the last 10 faults and related operational data. Four simultaneous displays are available, frequency or speed, run time, output amps and output power. The following displays are accessible from the keypad. Reference Signal Value, Output Frequency in Hz or percent, Output Amps, Motor HP, Motor kW, kW hour, Output Voltage, DC Bus Voltage, AC Drive Temperature in degrees, and Motor Speed in RPM. A quick setup menu with factory preset parameters is provided on the AC Drive eliminating the need for macros. A red FAULT Tight, a yellow WARNING light and a green POWER -ON light are provided. These indications are visible both on the keypad and on the AC Drive when the keypad is removed. The AC Drive includes a standard EIA -485 communication port and capability for future connection to a Modbus communication interface. If the temperature of the AC Drive's heat sink rises to 80 °C, the AC Drive automatically reduces its carrier frequency to reduce the heat sink temperature. If the temperature of the heat sink continues to rise the AC Drive automatically reduces its output frequency to the motor. As the AC Drive's heat sink temperature retums to normal, the AC Drive automatically increases the output frequency to the motor and returns the carrier frequency to its normal switching speed. The AC Drive has temperature controlled cooling fans for quiet operation and minimized losses. Adjustments and Factory Default Settings AC Drive carrier frequency is adjustable in steps of not Tess than 0.1 kHz to allow tuning the AC Drive to the motor. Four, acceleration and four deceleration ramps are provided. Acceleration and deceleration time is adjustable over the range from 0 to 3,600 seconds to base speed. The shape of these curves is automatically contoured to ensure no -trip acceleration and deceleration. Factory Default: The Drive is programmed for an acceleration and deceleration time of 30 seconds. Four current limit settings will be provided. Factory Default: The Drive is programmed for 1 X rated current. If the AC Drive trips on one of the following conditions, the AC Drive will be programmable for automatic or manual reset: under - voltage, over - voltage, current limit and inverter overload. Factory Default: The Drive is programmed for 1 X rated current. If the AC Drive trips on one of the following conditions, the AC Drive will be programmable for automatic or manual reset: under - voltage, over - voltage, current limit and inverter overload. Factory Default: The Drive is programmed for automatic reset. The number of restart attempts is selectable from 0 through infinity and the time between attempts is adjustable from 0 through 600 seconds. Factory Default: 3 attempts, 10 seconds between attempts. After 3 failed restart attempts, the drive automatically reverts to the manual reset mode. An automatic "on delay" may be selected from 0 to 120 seconds. Factory Default: The Drive is programmed for 0 seconds delay. Natural Gas Heat Gas fumace is a completely assembled, wired, and run tested system within the rooftop unit. Fumace has UL or CSA agency approved specifically for outdoor applications. All gas piping is threaded with side or through - the -base main gas supply access. Heat exchanger is a tubular two pass free floating design with 16 gauge stainless steel primary and 18 gauge stainless steel secondary surface. A flue tube /turbulator clean out plate is provided. The bumer assembly is industrial type which includes ignition electrode, flame sensing rod, and ceramic cone. An air proving switch is provided to prevent operation during loss of combustion or supply air flow. The combustion blower assembly consists of a centrifugal fan powered by a direct drive intemally protected motor. Gas safety controls include an electronic ignition module with 60 second pre - purge cycle and continuous flame sensing capability. The ignition module is microprocessor based and includes operation sequence LED'S for monitoring the fumace operation. 2 Stage Gas Heat The firing rate of the unit can be either half fire or the heating nameplate rating of the unit. A sixty second delay between gas valve stages is provided. 100% Exhaust with Statitrac Two centrifugal fans mounted on a common shaft with fixed sheaves. The fan is factory dynamically balanced and tested. Shaft bearings are grease lubricated ball type designed for 200,000 hours average life. Fan motor and fan assembly are mounted on common base. Entire assembly is isolated from the unit by double deflection rubber in shear isolators or spring isolation with motor sizes larger than five horsepower. For both CV and VAV applications, Statitrac, a differential pressure control system, compares the indoor building pressure to the atmospheric pressure. The exhaust fan is tumed on and the discharge dampers at the fan outlet modulates when the building pressure exceeds the specified deadband configured in the Rooftop Human Interface Control. All exhaust fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). Throwaway Filters Filters are 2" [50.8 mm] thick glass fiber type, 30 percent efficient mounted in a metal rack. 0 -100 Percent Economizer Automatically modulating return and outside air dampers assist in the maintaining of the control temperature setpoint to allow "free" cooling. The economizer is equipped with an automatic lockout when the outdoor enthalpy /temperature is not suitable for space temperature control. Minimum position is standard and adjustable with either the Human Interface Control, remote potentiometer, or through the building management system. A spring retum actuator insures closure of the outside air dampers during shutdown or power interruption. Mechanical cooling is available to assist the economizing mode. Low leak dampers are standard with a leakage rate of 2.5 percent of nominal airflow of 400 Cfm [189 Us] per ton at a static pressure of 1" [25.4 mm] w.c. Generic Building Automation System (GBAS) Module The GBAS module is provided for use with a non -Trane building management system. The module provides a binary input for Demand Limiting, four (4) analog inputs for setpoint adjustment and five (5) relay outputs for diagnostic reporting. Inputs can use a potentiometer or 0 -5 vdc signal. Access Doors Hinged access doors provide easy access to service areas. These access doors feature double wall construction with dual density insulation sandwiched between 18- gauge and 20 -gauge galvanized steel panels for strength and durability. Economizer Control Dry Bulb Dry bulb temperature control option an outdoor temperature sensor is included for comparing the outdoor dry bulb temperature to a locally adjustable temperature setpoint programmed either at the human interface or remote human interface to determine if outdoor air temperature is suitable for economizer operation. . Unit Dimensions - Commercial Rooftop Air Conditioning nits (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 53 /4 ". qmmuuu -noon 240 1/8" 246 3/4" 1.1/4" 32mmjNPT Gas Connection Access Gas Flue Exhaust Dampers 69 /4" 191 1/8" 1125 mm] NPT-F condensate connection (both sides)' l_J — 29" TOP VIEW 362 1/2". Lifting Points X 4- - 1 1 /8 "(29mm]DC Control Circuit Conduit 3/8"(35mm]Gas Pipe Entry wlGrommet 14 "(19mm] NPS CPVC Furnace Drain - 0o 00 9 1/8" 7 " 92 1/2" /8" 41/B"(105mm]Dia. Ptate for Power Supply — 17 3/4" B 37 — 110' 1 -.5 3/4"[148mm) dia. g 7/8-Thru- thhe -Base Connection 15 7/8 -17 7/e .-20 3/8" ,- 221/8 " - Unit Dimensions - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 19/32 15m TYPICAL ROOF CURB AND BASE PAN DETAIL Ships w$ h Curb, Field Installed Gasket Roof Curb • —2. 13/18' [71mmJ 2. 13/18" (71mm] 1J /1e' [36mm] 2.12" 183mm) 2'X4' Nailer 158mm x 101mmJ (Furnished with Kit) Unit Base Lifting Lug 4' Long TYPICAL PEDESTAL AND BASE PAN DETAIL Lifting Lug 4" Long Unit Base Pedestal Unit Dimensions - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 TONS UNIT OPERATING VOLTAGE RANGE UNIT PRIMARY VOLTAGE UNIT HERTZ UNIT PHASE 60 414 — 508 460 80 3 HEATING - PERFORMANCE HEATING - GENERAL DATA HEATING INPUT 500 GAS INLET PRESSURE MIN7.0" w.c. HEATING OUTPUT 410 GAS PIPE CONNECTION SIZE 1 -1/4" NPT CAPACITY STEPS 2 COMPRESSOR Circuit *1 Circuit $2 NUMBER 2 2 TONS (EACH) (5) 15/15 — 28.8 kW 15/15 — 28.E COMPRESSOR RATED LOAD AMPS (EACH) 27.3/27.3 27.3/27.3 LOCKED ROTOR AMPS (EACH) 178 178 SUPPLY FAN MOTOR NUMBER 1 HORSEPOWER (EACH) 30.0 — 22.3 SUPPLY FAN MOTOR FULL LOAD AMPS 37.5 CONDENSOR FAN MOTOR NUMBER 6 HORSEPOWER (EACH) 1.0 — 0.7E CONDENSOR FAN MOTOR FULL LOAD AMPS 1.8 EXHAUST FAN MOTOR NUMBER 1 HORSEPOWER (EACH) 10.0 — 7.4E EXHAUST FAN MOTOR FULL LOAD AMPS 13.2 ELECTRIC HEATER ELECTRIC HEATER KW ELECTRIC HEATER FULL LOAD AMPS FILTERS - TYPE Throwaway REFRIGERANT TYPE R -2 FURNISHED Yes FACTORY CHARGE (CIRCUIT *1) (6) 57 NUMBER 35 FACTORY CHARGE (CIRCUIT 12) (6) 58 RECOMMENDED SIZE 16 x 20 x 2 Coding MCA = (1.25 x LOAD 1) + LOAD 2 + LOAD 4 Coding MOP = (2.25 x LOAD 1) + LOAD 2 + LOAD 4 Coding RDE _ (1.5 x LOAD 1) + LOAD 2 + LOAD 4 Notes: ELECTRICAL / GENERAL DATA 1. LOAD 1= Current of the largest motor (compressor or fan motor); LOAD 2 =Sum of the currents of all remaining motors; LOAD 3 = Current of electric heaten LOAD 4 = Control Power Transformer (20-40 ton units add 3 FL amps for wire sizing formula, 50 -75 ton units add 6 FL amps) 2. For Electric Heat MCA, MOP, RDE values, calculate for both cooling and heating modes. (When determining LOADS, the compressors do not operate when the unit Is in heating mode) (On 70-75 ton single source units, heating Load 4 = 12 amps on 200,230 volt units and 9 amps on 460575 volt units) 3. If selected Max Over Cur is Tess than the Min CIr Amp, then select the lowest maximum fuse size which is equal to or larger than the Min Cir Amp, provided the selected fuse size does not exceed 800 amps. 4. If the selected Recommended Dual Element fuse size Is greater than the selected Max Over Cur Protection value, then select the Recommended Dual Element fuse size value to equal the Max Over Protection value. 5. Compressor KW at ARI rating conditions of 80/67 -95 8. Refrigerant charge Is an approx. value. For a more precise value, see unit nameplate and service instructions. IL H 0 Q. U) CD Wi • I W O+ J U - 'IW IW` I LY - O. Z' U u Z .:.. Weight, Clearance & Rigging Diagram - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 72" Clearance Line Front of Unit 199" 287 3/8" Center of Gravity CENTER OF GRAVITY AND CLEARANCES ''Spreader Bar CabIe Sling RIGGING Nt 1.1 Is Ur 2. 1 re ur Total Unit Weight 10230 /1/ 810 4 4 2 720 4 /112 3 950 101/ 4 4 850 101/112 POINT WEIGHTS lb 5 1080 187/ 4 6 960 187 /112 7 1300 274 / 4 8 1090 274 /112 96" 33 95" 51" Accessory - Commercial Rooftop Air Conditioning Units (Midrange) 60 ton Fan Curves without Inlet Guide Vanes Item: Al Qty: 1 Tag(s): RTU -1 10.0 9.6 9.0 _ 1200 RPM 8.6: _30HP••, 7.6 P.:4. 7.0 - 1100 RP M 8.6 - : 20HP K 8.0 _ . 1000 RPM 6.6 -.15 HP K 6.0 . . t1oo RPM • ✓ 4.6 - 00 HP' t 4.0 _ RPM q 3.6 :* 7.5 HP; - 11 3.0 - ' C _ 700 RPM t - 2.0 _ 000 RPM 1.6 500 RPM 1.0 0.6 0.0 ,40HP* .50 HP. Dual 22X22 Fans Entrance Losses - without Inlet Guide Vanes - without Evap Coil - without Filters - without Return Alr Dampers • without Exhaust Fan Curve Limits - Minimum Motor HP = 10 - Maximum Motor HP = 40 Maximum RPM = 1130 Maximum CFM = 27,000 Maximum Static Pressure Leaving the Unit = 4.0' w.c. 0 4000 8000 12000 16000 20000 24000 28000 32000 36000 40000 44000 48000 CFM 60 Field Wiring - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 SUPPLY FAN CURVE without inlet guide vanes V co W w wO g u_ a: co d: Zp, Oi W ~ la 0 N W w Z' W U CO O �r A WARNING HAZARDOUS VOLTAGEI DISCONNECT ALL ELECTRIC POWER INCLUDING REMOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERVICING CAN CAUSE SEVERE PERSONAL INJURY OR DEATH. AVERTISSEMENT VOLTAGE HASARDEUXI DECONNECTEZ TOUTES LES SOURCES ELECTRIOUES INCLUANT LES DISJONCTEURS SITUES A DISTANCE AVANT D'EFFECTUER L'ENTRETIEN. FAUTE DE DECONNECTER LA SOURCE ELECTRIQUE AVANT D'EFFECTUER L'ENTRETIEN PEUT ENTRAINER DES BLESSURES CORPORELLES SEVERES OU LA MORT. A CAUTION USE COPPER CONDUCTORS ONLYI UNIT TERMINALS ARE NOT DESIGNED TO ACCEPT OTHER TYPES OF CONDUCTORS. FAILURE TO DO SO MAY CAUSE DAMAGE TO THE EQUIPMENT. IMPORTANT! DO NOT ENERGIZE UNIT UNTIL CHECK -OUT AND START-UP PROCEDURE HAS BEEN COMPLETED DEVICE PREFIX LOCATION CODE 1784 435 431 Remove jumper and Install high duct temp thermostat and/or field supplied device. Contacts rated 12 MA ®24 VDC minimum. Remove jumper when field supplied external auto/stop switch Is Instaged. / Contacts rated 12MA Q 24 VDC / minimum. STOPWATCH F raITERNhL/WHNSiOP SWITCH Sae OCCUPIED UNOCCUPIED CONTACTS Field supplied and installed occupied/unoccupied contacts for use on units without remote panel with night setback orTCI. :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'THAN THIS NOTICE IT IS, DUE TO THE QUALITY OF THE DOCUMENT. Field Wiring - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(a): RTU -1 A WARNING HAZARDOUS VOLTAGEI DISCONNECT ALL ELECTRIC POWER INCLUDING REMOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERVICING CAN CAUSE SEVERE PERSONAL INJURY OR DEATH. AVERTISSEMENT VOLTAGE HASARDEUXI DECONNECTEZ TOUTES LES SOURCES ELECTRIQUES INCLUANT LES DISJONCTEURS SITUES A DISTANCE AVANT D'EFFECTUER L'ENTRETIEN. FAUTE DE DECONNECTER LA SOURCE ELECTRIQUE AVANT D'EFFECTUER L'ENTRET1EN PEUT ENTRAINER DES BLESSURES CORPORELLES SEVERES OU LA MORT. n CAUTION USE COPPER CONDUCTORS ONLYI UNIT TERMINALS ARE NOT DESIGNED TO ACCEPT OTHER TYPES OF CONDUCTORS. FAILURE TO DO SO MAY CAUSE DAMAGE TO THE EQUIPMENT. IMPORTANT! DO NOT ENERGIZE UNIT UNTIL CHECK -OUT AND START -UP PROCEDURE HAS BEEN COMPLETED Demand limit relay to be provided by customer. . . Contacts rated 12 MA ® 24 VDC minmum. ti 5519 03I4M10 Lu2rt CONTACTS 01 r-J� 1 L 1TB5 1 411 475 17 2 MO 475 13 3 4 0 7 5 10 11 023 524 zs 525 527 425 525 521 530 531 032 444 14 15 15 17 15 533 w 540 550 427 n 21 22 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE Field Wiring - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 11 A WARNING HAZARDOUS VOLTAGEI DISCONNECT ALL ELECTRIC POWER INCLUDING REMOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERVICING CAN CAUSE SEVERE PERSONAL INJURY OR DEATH. AVERTISSEMENT VOLTAGE HASARDEUXI OECONNECTEZTOUTES LES SOURCES ELECTRIQUES INCLUANT LES DISJONCTEURS SITUES A DISTANCE AVANT D'EFFECTUER L'ENTRETIEN. FAUTE DE DECONNECTER LA SOURCE ELECTRIQUE AVANT D'EFFECTUER L'ENTRETIEN PEUT ENTRAINER DES BLESSURES CORPORELLES SEVERES OU LA MORT. CAUTION USE COPPER CONDUCTORS ONLYI UNIT TERMINALS ARE NOT DESIGNED TO ACCEPT OTHER TYPES OF CONDUCTORS. FAILURE TO DO SO MAY CAUSE DAMAGE TO THE EQUIPMENT. IMPORTANT! DO NOT ENERGIZE UNIT UNTIL CHECK -OUT AND START -UP PROCEDURE HAS BEEN COMPLETED E ALARM OUTPUT NO 448 Alarm output switches on any COM 449 manual reset demotic, Connect to 24 VAC class 2 circuits only. NC — 450 . VAV BOX RELAY Field connect(ons to drive VAV boxes full open during night setback mode. Connect to 24 VAC dass 2 circuits only. 509 — NC — 508 — COM — 507 — NO NO — 445 COM — 448 NC — 1TB16 2 3 4 5 8 7 8 9 10 11 507 508 509 541 542 543 544 545 548 445 448 447 448 449 450 12 13 14 15 16 17 18 19 20 21 22 ACTIVE DIAGNOSTICS Connect to 24 VAC class 2 circuits only. REFRIG FAILURE Canned to 24 VAC dass 2 circuits only. e- 485 - H 468 —I--- 487 - 488 — E. 491 — 492 — 493 — �— 494 1TB17 NO 498 COM — 499 — NC — 500 6 535 501 17 7 491 502 18 8 492 503 19 1 3 4 5 9 10 11 485 488 487 488 535 493 494 495 496 497 498 499 500 504 505 506 12 13 14 15 16 20 21 22 SUPPLY FAN FAILURE NO — 504 Connect to 24 VAC COM — 505 dose 2 circuits only. NC — 506 ( +) 0-5 VDC ( -) (AI1) ( +) 05 VDC ( -) (Al2) ( +) 0-5 VDC (-) (A13) ( +) 05 VDC () (A14) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DIRTY FILTER NO — 495 Connect to 24 VAC COM — 496 .i Gass 2 dreut3 only. NC — 497 - 535 — 5 VDC r— 535 — 5 VDC HEAT FAILURE NO — 501 Connect to 24 VAC COM — 502 Bass 2 circuits only. NC — 503 — J Field Wiring - Commercial Rooftop Air Conditioning Units (Midrange) Item: Al Qty: 1 Tag(s): RTU -1 TR•1 VARIABLE FREQUENCY DRIVE FACTORY SETTING SUMMARY MENU PARAMETER ADJUSTMENT DESCRIPTION MACRO CFO VT SET FOR VARIABLE TORQUE 1 rFr 5 DISPLAY OUTPUT FREQUENCY 2 ACC 30 30 SECONDS ACCELERATION 2 dEC 30 30 SECONDS DECEIARAT1ON 2 LSP 22 22 HERTZ 3 SFI HF1 SELECT HUM SWITCH FRED 3 SF( a a MHZ SWITCHINGFREQ 3 CU 1.1 X Motor FLA LRAM MAX CURRENT TO MOTOR 3 nCr Motor NP FLA 6016 MOTOR FLA RATING FOR 01. CALCULATION 2 Hap BO Hz SETS MAXIMUM OUTPUT FREQUENCY 4 ICC 2W SELECT 2 WIRE CONTROL 4 I LEL 2 WIRE CONTROL MANTNNED 5 1 NST FREEWHEEL STOP WHEN U2 OPEN 5 U3 NO NO ASSITITASENT 5 U4 NO NOAS6IONIEM 5 R2 RUN R2 SET FOR DRIVE RUNNING 6 FU YES ENABLE CAIC41-014•THEFLY 6 Aa YES ALLOWS RESTART a LPL NO DISABLES DRIVE INPUT PHASE LOSS DETECTION a OPL NO DISABLES DRIVE OUTPUT PHASE LOSS DETECTION DEVICE PREFIX LOCATION CODE AREA LOCATION 1 INSIDE UNIT CONTROL BOX 2 CONDENSER 6ECTON 3 NR HANDLER SECTION 4 HEATING SECTION 5 EXTERNAL FIELD MOUNTED DEVICE CUSTOMER CONNECTION WIRE RANGE BLOCK 617E 175 AMP 310 AMP 500 AMP 650 AMP 540 AMP NOTES UNITS PATH MIN POWER TERMNAL BLOCK (ALL VOLTAGES) WIRE OTY. CONNECTOR WEE RANGE 612.212 2 *1NB.500 MG M I (4N6J30 MCM 2 ICAO MCA 2 1124103 MCM A BLOCK 617E A DISCONNECT 617E IS CALCULATED BY SELECTING THE SIZE GREATER THAN OR EQUAL TO 1.15 X (611M OF UNIT LOADS). SEE LMT LITERATURE FOR UNIT LOAD VALUES. DISCONNECT SIZE (CO AMP 250 AMP 4C0 NIP 403 AMP B BOO AMP BOO AMP 1700 AMP UNITS WITH MAIN POWER DISCONNECT SWITCH 1 1 )0 1431011CA) 1 1310 MCI) 2 2 2 WIRE 01Y. CONNECTOR WIRE RANGE B 400 AMP DISCONNECT SELECTED BY EQUATION GIVEN W NOTE A. AND BY THE UNIT MCA VALUE SEE UNIT UTERATUREFOR APPROPRIATE MCA EQUATION. 044.112 04350 MGI 250500 MCl/ 3.6250 MCl/ 256500 MCM $1.500 Mt71 506750 MCl/ MPORTANTI 00 NOT ENERGIZE UNIT UNRLCHECK.OUT AND START.UP PROCEDURE HAS BEEN COMPLETED ' NOTE: Chick to make aura the 50/60 Hz selector switch located to the lee of the keypad location and below Ura diagnostic LEDs M NI to the 6014 posllon (to 1M dghi). HEATING SECTION CONDENSER SECTION L Note: All wIdng and componets shown dashed to be supplied and Installed by the customer In accordance with Local electrical codes. CIRCUTII MAIN UNIT CONTROL 0 3 0 � � 4 L1 L2 L3 LINE VOLTAGE A WARNING HAZARDOUS VOLTAGE! DISCONNECT ALL ELECTRIC POWER INCLUDING REMOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERVICING CAN CAUSE SEVERE PERSONAL INJURY OR DEATH. A AVERTISSEMEN VOLTAGE HASARDEUXI DECONNECTEZ TOUTES LES SOURCES ELECTRIQUES INCLUANT LES DISJONCTEURS SITUES A DISTANCE AVANT D'EFFECTUER L'ENTRETIEN. FAUTE DE DECONNECTER LA SOURCE ELECTRIOUE AVANT D'EFFECTUER L'ENTRETIEN PEUT ENTRAINER DES BLESSURES CORPORELLES SEVERES OU LA MORT. A CAUTION USE COPPER CONDUCTORS ONLYI UNIT TERMINALS ARE NOT DESIGNED TO ACCEPT OTHER TYPES OF CONDUCTORS. FAILURE TO DO SO MAY CAUSE DAMAGE TO THE EQUIPMENT. The unit will be dedicated downflow airflow: The operating range will be between 115 F and 0 F [46.1 C and -17.8 C] in cooling as standard from the factory. Cooling performance will be rated in accordance with ARI testing procedures. Unit will be factory assembled, internally wired,.fully charged with HCFC -22 and 100% run tested to check cooling operation, fan and blower rotation and control sequence before leaving the factory. Wiring intemal to the unit will be numbered for simplified identification. Unit will be UL listed and labeled, classified in accordance to UL 1995 /CAN /CSA No. 236 -M90 for Central Cooling Air Conditioners. Canadian unit will be CSA Certified. General - Downflow Airflow The unit will be dedicated downflow airflow. The operating range will be between 115 F and 0 F [46.1 C and -17.8 C] in cooling as standard from the factory. Cooling performance will be rated in accordance with ARI testing procedures. Wiring intemal to the unit will be numbered for simplified identification. Unit will be UL listed and labeled, classified in accordance to UL 1995/CAN /CSA No. 236 -M90 for Central Cooling Air Conditioners. Unit Casing Unit casing will be constructed of zinc coated, heavy gauge, galvanized steel. All components will be mounted in a weather resistant steel cabinet with a painted exterior. Unit surface shall be tested 500 hours in a salt spray test in compliance with ASTM B117. Where top cover seams exist, they will be double hemmed and gasket sealed to prevent water leakage. Cabinet construction will allow for all maintenance on one side of the unit. Service panels will have handles and shall be removable while providing a water and air tight seal. Control box access will be hinged. Indoor air section will be completely insulated with fire resistant, permanent, odorless, foil faced glass fiber material. The base of the unit will have provisions for crane lifting. Compressors Trane 3 -D Scroll compressors have a simple mechanical design with only three major moving parts. Scroll type compression provides inherently low vibration. 3 -D compliance provides a completely enclosed compression chamber which leads to increased efficiency. Exhaustive testing on the 3D Scroll, including start up with the shell full of liquid, has proven that slugging does not fail involutes. Direct -drive, 3600 rpm, suction gas - cooled hermetic motor. Trane 3 -D Scroll compressor includes centrifugal oil pump, oil level sightglass and oil charging valve. Control of compressor shall allow lead /lag of multiple compressors /circuits for even run time to increase life of compressors. Refrigerant Circuit Each refrigerant circuit will have independent thermostatic expansion devices, service pressure ports, and liquid line filter drier as standard. An area will be provided for suction line drier installation. Evaporator/Condenser Condenser coils will have 3/8" [9.53 mm] copper tubes mechanically bonded to lanced aluminum plate fins. Evaporator coils will be 1/2" [12.7 mm] internally finned copper tubes mechanically bonded to high performance aluminum plate fins. All coils will be leak tested to 200 psig [1379.0 kPa] and pressure tested to 450 psig [3102.8 kPaj. Evaporator coils will be of intermingled configuration. Indoor Fan with High Efficiency Supply Motor Unit will have belt driven, forward curve, centrifugal fans with fixed motor sheaves. The high efficiency supply fan motors will be circuit breaker protected. All supply fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). Outdoor Fans The outdoor fan will be direct -drive statically and dynamically balanced, draw through in the vertical discharge position. The fan motors will be permanently lubricated and have built -in thermal overload protection. Unit Controls Unit shall be completely factory wired with necessary controls and terminal block for power wiring. Units shall provide an extemal location for mounting fused disconnect device. Microprocessor controls will be provided for all 24 volt control functions. The resident control algorithms will make all heating, cooling and /or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point and provides better building comfort. A centralized microprocessor shall provide anti -short cycle timing and time delay between compressors to provide a higher level of machine protection. Low Heat Capacity Gas Heat The heating section shall have drum and tube type heat exchanger(s) design with primary and secondary surfaces of corrosion resistant alumanized steel. A forced combustion blower shall supply premixed fuel to a single bumer ignited by a pilotless hot surface ignition system. In order to provide reliable operation, a negative pressure gas valve shall be used that requires blower operation to initiate gas flow. On an initial call for heat, the combustion blower shall purge the heat exchanger(s) 45 seconds before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat. Units shall be suitable for use with natural gas or propane (field installed kit) and also comply with Califomia requirements for low NOx emissions. All units shall have two stage heating. Power Exhaust Power exhaust will be factory installed. It will assist the barometric relief damper in maintaining building pressurization. Standard Throwaway Filters Two inch [50.8 mmj throwaway filters will be standard. Economizer with Dry Bulb Control An economizer will be factory installed. The assembly includes: 0 -100 percent fully modulating dampers, minimum position setting, preset linkage, wiring hamess, and fixed dry bulb control. Variable Frequency Drive The AC Drive and all associated optional equipment are UL listed according to Power Conversation Equipment UL 508C and CSA certified. The AC Drive is designed, constructed and tested in accordance with NEMA ICS, NFPA, and IEC standards. The Drive is housed in a metal NEMA 1 enclosure. All standard and optional features are included within the Drive enclosure, unless otherwise specified. The Drive converts incoming fixed frequency three -phase AC power into a variable frequency and voltage for controlling the speed of three -phase AC motors. DC link reactors are provided on both the positive and negative rails of the DC bus equal to 3% impedance to minimize power line harmonics. Full Toad amp ratings meet or exceed NEC Table 430 -150. The Drive provides full rated output current continuously, 110% of rated current for 60 seconds and 160% of rated current for up to 0.5 second while starting. Isolation is provided between the Drive's power circuitry and control circuitry to ensure operator safety and to protect connected electronic control equipment from damage caused by voltage spikes, current surges, and ground loop currents. Audible motor noise is minimized through the use of an adjustable carrier frequency. Carrier frequency is automatically adjusted to optimize motor and AC Drive efficiencies while reducing motor noise. Operating range, ambient temperature, -10 to 50 °C (14 to 104 °F), 0 to 95% relative humidity, non - condensing, AC line voltage variation, -10 to +10% of nominal with full output. Protective Features Class 10 12t electronic motor overload protection for single motor applications is provided. Protection against input transients, loss of AC line phase, output short circuit, output ground fault, over - voltage, under - voltage, AC Drive over - temperature and motor over - temperature. All faults are displayed in plain English. Protection from AC Drive sustained power or phase Toss. Full rated output with an input voltage as low as 90% of nominal. Continuous operation with reduced output with an input voltage as low as 164 V AC for 208/230 volt units, 313 V AC for 460 volt units, and 394 volts for 600 volts units. Semi - conductor rated input fuses to protect power components. A "signal loss detection" circuit senses the loss of an analog input signal such as 4 to 20 mA or 0 to 10 V DC, and is programmable to react as desired in such an instance. Default: After 10- second time out the Drive will shut off. Will function normally when the keypad is :3 removed while the AC Drive is running and continue to follow remote commands. AC Drive w catches rotating motor operating forward or reverse up to full speed. The AC Drive is rated for a 100,000 amperes interrupting capacity (AIC). Includes current sensors on three output phases to 0 U O detect and report phase loss to the motor. Identifies which of the output phases is low or lost. u) 0 Continues to operate without faulting until input voltage reaches 300 V AC on 208/230 volt units, U) w 539 V AC on 460 volt units, and 690 volts on 600 volt units. u) u- Interface Features w 0 Off /Stop and Auto /Start selector switches provided to start and stop the AC Drive and determine g Q the speed reference. On units with bypass, an AC Drive /Off/Bypass Hand selector switch will be 0 . provided in the unit control box. In case of an external current overload, a normally closed dry = d contact will stop the motor whether in DRIVE or BYPASS mode. In DRIVE mode speed reference F- w is provided by a 0 to 10 V DC analog input. The display is programmable to display in 9 languages ? including English, Spanish and French. The display has four lines, with 20 characters on three Z O lines and eight large characters on one line. The following points are controlled and /or accessible: uj AC Drive Start/Stop. Speed reference, Fault diagnostics, Meter points to include - Motor power in 2 HP, Motor power in kW, Motor kW -hr, Motor current, Motor voltage, Hours run, DC link voltage, v 0 Thermal Toad on motor, Thermal load on AC Drive and Heatsink temperature. 0 0 The AC Drive stores in memory the last 10 faults and related operational data. Four simultaneous .w w V displays are available frequency or speed run time output amps and output power. The following F- displays are accessible from the keypad. Reference Signal Value, Output Frequency in Hz or : O percent, Output Amps, Motor HP, Motor kW, kW hour, Output Voltage, DC Bus Voltage, AC Drive uj Z Temperature in degrees, and Motor Speed in RPM. A quick setup menu with factory preset parameters is provided on the AC Drive eliminating the need for macros. A red FAULT Tight, a yellow WARNING light and a green POWER -ON light are provided. These indications are visible both on the keypad and on the AC Drive when the keypad is removed. The AC Drive includes a standard EIA -485 communication port and capability for future connection to a Modbus communication interface If the temperature of the AC Drive's heat sink rises to 80 °C, the AC Drive automatically reduces its carrier frequency to reduce the heat sink temperature. If the temperature of the heat sink continues to rise the AC Drive automatically reduces its output frequency to the motor. As the AC Drive's heat sink temperature retums to normal, the AC Drive automatically increases the output frequency to the motor and retums the carrier frequency to its normal switching speed. The AC Drive has temperature controlled cooling fans for quiet operation and minimized losses. Adjustments and Factory Default Settings AC Drive carrier frequency is adjustable in steps of not Tess than 0.1 kHz to allow tuning the AC Drive to the motor. Four, acceleration and four deceleration ramps are provided. Acceleration and deceleration time is adjustable over the range from 0 to 3,600 seconds to base speed. The shape of these curves is automatically contoured to ensure no -trip acceleration and deceleration. Factory Default: The Drive is programmed for an acceleration and deceleration time of 30 seconds. Four current limit settings will be provided. Factory Default: The Drive is programmed for 1 X rated current. If the AC Drive trips on one of the following conditions, the AC Drive will be programmable for automatic or manual reset: under - voltage, over - voltage, current limit and inverter overload. Factory Default The Drive is programmed for automatic reset. The number of restart attempts is selectable from 0 through infinity and the time between attempts is adjustable from 0 through 600 seconds. Factory Default: 3 attempts, 10 seconds between attempts. After 3 failed restart attempts, the drive automatically reverts to the manual reset mode. An automatic "on delay" may be selected from 0 to 120 seconds. Factory Default: The Drive is programmed for 0 seconds delay. Unit Dimensions - Packaged Rooftop, Cooling / Heating Units Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 Tags RTU -2, RTU -3 Design airflow (cfm) 20000 Cooling EDB (F) 78.00 Cooling EWB (F) 64.00 Ambient temp (F) 95.00 Ent air relative humidity ( %) 46.60 Cooling LDB (F) 57.04 Cooling LWB (F) 55.15 Gross total capacity (MBh) 587.63 Gross sensible capacity (MBh) 519.25 Gross latent capacity (MBh) 68.38 Net total capacity (MBh) 535.62 Net sensible capacity (MBh) 467.24 Net sensible heat ratio ( %) 87.23 Input htg capacity (MBh) 400.00 Output htg capacity (MBh) 324.00 Heating EAT (F) 60.00 Heating LAT (F) 75.40 Heating delta T (F) 15.40 ESP (in H2O) 1.50 Indoor mtr operating power (hp) 18.473 Indoor rpm (rpm) 705 Indoor motor power (kW) 15.24 Outdoor motor power (kW) 4.75 Compressor power (kW) 48.35 System power (kW) 68.33 EER © ARI (EER) 9.6 IPLV @ ARI (IPLV) 9.8 Minimum circuit ampacity (A) 133.22 Maximum overcurrent protection (A) 150.00 Minimum disconnect switch size (A) 145.00 Min. unit operating weight (Ib) 4710.0 Max. unit operating weight (Ib) 5964.0 Item Tags) Qty Description Model Number B1 RTU -2, RTU -3 2 50 Ton Packaged Commercial Rooftop YCD600A4 I Tag Data - Packaged Rooftop, Cooling / Heating Units (Qty: 2) Product Data - Packaged Rooftop, Cooling / Heating Units Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 Dx Cooling with Natural Gas Heat Downflow Configuration 50 ton 60 Hertz 460 Volt 60 Hertz 3 Phase Low Heat Power Exhaust Fan Standard Efficiency 2" Throwaway Filter 20 Hp High Efficiency Supply Motor 725 RPM Supply Fan Drive 0- 100% Economizer, Dry Bulb Control Variable Air Volume With Variable FrequencyDrive (Without Bypass) Performance Data - Packaged Rooftop, Cooling / Heating Units Mechanical Specifications - Packaged Rooftop, Cooling / Heating Units Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 Powered Exhaust • 1" [25mm] NPT Gas Inlet 1/4" (32mm] Female PVC Pipe Condens TOP VIEW BACK VIEW _ 718"[2 .Contra Conm Unit Dimensions - Packaged Rooftop, Cooling / Heating Units Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 UNIT , TONS UNIT OPERATING VOLTAGE RANGE UNIT PRIMARY VOLTAGE UNIT HERTZ UNIT PHASE 50 178,0 kW 414 — 508 480 80 3 HEATING - PERFORMANCE HEATING INPUT (Mbh) FIRST STAGE (Mbh) HEATING OUTPUT (Mbh) FIRST STAGE (Mbh) HEATING - GENERAL DATA 400 NATURAL GAS Mit • 300 324 GAS INLET PRESSURE MI12.5" w.c. MA)14" w.c. 243 GAS PIPE CONNECTION SIZE3f4" NPT COMPRESSOR TONS COMPRESSOR RATED LOAD AMPS LOCKED ROTOR AMPS 51 *2 *3 15 — 11.19 kW 15 — 11.19 kW 15 27.3 27.3 27.3 178 178 178 — 11.1 INDOOR MOTOR HORSEPOWER MOTOR SPEED (RPM) INDOOR MOTOR FULL LOAD AMPS 20.0 — 14.9 kW 1750 24.7 OUTDOOR MOTOR NUMBER HORSEPOWER PHASE OUTDOOR MOTOR FULL LOAD AMPS 4 1.1 — 0.8 kW 1 3.5 EXHAUST MOTOR NUMBER HORSEPOWER PHASE EXHAUST MOTOR FULL LOAD AMPS 2 1.0 — 0.75 kW 1 2.9 ELECTRIC HEATER ELECTRIC HEATER KW ELECTRIC HEATER FULL LOAD AMPS FILTERS - TYPE FURNISHED NUMBER RECOMMENDED SIZE Throwaway Fitters Yes 17 18 x 20 x 2 Nominal REFRIGERANT TYPE CHARGE (CIRCUIT 11) FACTORY CHARGE (CIRCUIT *2) R-22 23.9 49,5 Cooling MCA = (1.25 x Load 1) + Load 2 + Load 4 Cooling MOP = (225 x Load 1) + Load 2 + Load 4 ELECTRICAL / GENERAL DATA Notes: 1. LOAD 1= Current of the largest motor (Compressor or Fan Motor); LOAD 2 =Sum of the currents of all remaining motors LOAD 3= FLA(Full Load Amps) of the electric heater, LOAD 4= Any other toad rated at 1 amp or more 2. For Electric Heat MCA, MOP, RDE values, calculate for both cooling and heating modes. (When determining LOADS, tie compressors do not operate when the unit is in heating mode) 3. See National Electric Code 240-6 for standard fuse sizes. 4. The use of Liquid Propane (LP) requires unit modification. Contact a Trane salesman for Information. 5, Refrigerant charge Is an approximate value. For a more precise value, see unit nameplate. Weight, Clearance & Rigging Diagram - Packaged Rooftop, Cooling / Heating Units Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 CORNER LOADING PERCENTS D E F Baro. Relief Inlet Power E #must 165 Thru -Base HI-EFF Sup. Fan 125 Disc. BASIC UNIT WEIGHT 23 Spreader Bar ft:1001 �' ■1010 lifting Cable 12 4935 lb 16 17 12 Guide Vanes OPTIONAL COMPONENTS Electrical 114" Switch Manual TOP VIEW OF CENTER OF GRAVITY AND CLEARANCES RIC Dampers with Disconnect Switch Accessory - Packaged Rooftop, Cooling / Heating Units 50 ton Fan Curve Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 50 ton Fan Curve Accessory - Packaged Rooftop, Cooling / Heating Units Economizer and Power Exhaust Detail Drawing Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 4.0 _ 3.6 Q 3.0 - e 2.6 - 2.0 • - 4 u~ - i 1.6 J g 0.5 - 0.0 #REFI ,@ s g 7.6 HP 10 HP 15 HP X 20 HP X pi' \ 0 850 rpm $ 900 $ . \ 600 N. \ N. 760 rpm \ 700 rpm \� ■ ■ TC, 7E, YC 600 - 500 Single 25 X 25 Fan Losses - without Inlet Guide Vanes - Wet Evap Coil - 2" Standard Filters Fan Curve Limits Fan Motor Horsepower - Minimum Motor HP = 10 • Majdmum Motor HP = 20 Maximum RPM = 725 - Maudmum CFM = 20,000 - Maximum Static Pressure Across the Fen = 2.50' W • C • — — _ — _ — — _ 660 rpm 70% Woctm 600 \\ 660 •� 600 \ ` n 460 rpm \ - - 1 I I W I I . M t e i b i .1 1 k s 60% WO CTRI ii, a ... . . .41 I I I I p 0 . 4 1 /41 0 0 . 14 1 li 90% wocfin 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 CFM _ I 1 1 1 _J Accessory - Packaged Rooftop, Cooling / Heating Units 50 ton Fan Curve Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 50 ton Fan Curve Accessory - Packaged Rooftop, Cooling / Heating Units Economizer and Power Exhaust Detail Drawing Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 POWER EXHAUST DEPTH F- 32 118" > FE-37 3/4 ECONOMIZER DEPTH Economizer TOP VIEW FRONT VIEW Field Wiring - Packaged Rooftop, Cooling / Heating Units Item: B1 Qty: 2 Tag(s): RTU -2, RTU -3 ZONE SENSOR WIRE TABLE WIRE SIZE MAXIMUM WIRE LE ' 22 GAUGE 1800 20 GAUGE 3000 18 GAUGE 4500 18 GAUGE 7200 14 GAUGE 11700 NOTE: 1. All whiny and devices shown dashed to be supplied and installed by the customer in accordance with national and local electrical codes. 2. Low voltage control wiring must not be run in conduit with per wiring. Tags Y C -1 Design airflow (cfm) 4000 Airflow application Downflow Cooling EDB (F) 78.00 Cooling EWB (F) 64.00 Ent air relative humidity ( %) 46.60 Ambient temperature (F) 85.00 Evap coil leaving air temp (DB) (F) 55.29 Evap coil leaving air temp (WB) (F) 54.06 Cooling LDB (F) 57.38 Cooling LWB (F) 54.91 Gross total capacity (MBh) 118.27 Gross sensible capacity (MBh) 100.36 Gross latent capacity (MBh) 17.92 Net total capacity (MBh) 110.19 Net sensible capacity (MBh) 92.27 Net sensible heat ratio (Number) 0.84 Heating LAT (F) 28.40 Heating delta T (F) 28.40 Input htg capacity (MBh) 150.00 Output htg capacity (MBh) 121.50 Output htg capacity w /fan (MBh) 128.18 Design ESP (in H2O) 0.75 Component S.P. (in H2O) 0.26 Field supplied drive kit required None Indoor mtr operating power (bhp) 2.63 , Indoor rpm (rpm) 1017 Indoor motor power (kW) 2.37 Outdoor motor power (kW) 0.69 Compressor power (kW) 8.25 System power (kW) 11.32 SEER/EER @ ARI (EER) 10.2 IPLV @ ARI (IPLV) 11.3 MCA (A) 26.90 MOP (A) 35.00 Evaporator face velocity (ft/min) 323.62 Min. unit operating weight (Ib) 987.0 Max. unit operating weight (Ib) 1297.0 Item Tag(s) Qty Description Model Number C1 Y C - 1 1 10 Ton Packaged Unitary Gas /Electric R YSC120A4RLA-- D00000000000 ---D Tag Data - Unitary Gas /Electric Rooftop Units (Qty: 1) Product Data - Unitary Gas /Electric Rooftop Units Item: C1 Qty: 1 Tag(s): Y_C-1 DX cooling, gas heat Standard efficiency Convertible configuration 10 Ton 460/60/3 Micro - processor controls 3 ph Low gas heat capacity Economizer, dry bulb 0 -100 %, w/ barometric relief 3 ph Performance Data - Unitary Gas/Electric Rooftop Units Mechanical Specifications - Unitary Gas /Electric Rooftop Units Item: C1 Qty: 1 Tag(s): Y C -1 General Units shall be convertible airflow. Operating range shall be between 115 deg F [46.1 deg C] and 0 deg F [ -17.8 deg C] cooling as standard from the factory for units with microprocessor controls. Operating range for units with electromechanical controls shall be between 115 deg F [46.1 deg C] and 40 deg F [4.4 deg C]. Cooling performance shall be rated in accordance with DOE and /or ARI testing procedures. All units shall be factory assembled, intemally wired, fully changed with R -22, and 100% run- tested before leaving the factory. Wiring intemal to the unit shall be colored and numbered for simplified identification. Units shall be UL listed and labeled, classified in accordance to ANSIZ21.47 for gas fired central fumaces and UL 1995 /CAN /CSA No. 236 -M90 for central cooling air conditioners. Canadian units shall be CSA certified. Compressors Units shall have direct -drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas - cooled and shall have a voltage utilization range of plus or minus 10% of unit nameplate voltage. Low - pressure switches shall be standard on all rooftop units. lntemal overloads shall be provided with the scroll compressors. Crankcase heaters shall be standard on the 036 and the 090. Refrigerant Circuits Each refrigerant circuit offers a choice of independent fixed orifice expansion device or thermal expansion valve. Service pressure ports, and refrigerant line filter driers shall be factory- installed as standard. An area shall be provided for replacement suction line driers. Filters One inch [25.4mm], throwaway filters shall be standard. The filter rack can be converted to 2 inch [50.8mm] capability. Evaporator and Condenser Coils Internally finned, 5/16" [7.9mm] copper tubes, mechanically bonded to a configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig [1379 kPa] and pressure tested to 450 psig [3192.8 kPa]. The condensate coil shall have a patent pending 1 +1 +1 hybrid design with slight gaps for ease of cleaning. A removeable, reversible, double - sloped condensate drain pan is standard. Provision for through the base condensate drain is standard. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel bumers and corrosion resistant steel throughout. An induced draft combustion blower shall be used to pull the combustion products through the firing tubes. The heater shall use a direct spark ignition (DS!) system. On initial call for heat, the combustion blower shall purge the heat exchanger for 20 seconds [20000 ms] before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat/zone sensor. Units shall be suitable for use with natural gas or propane (field - installed kit) and also comply with the Califomia requirement for low NOx emissions. Outdoor Fans The outdoor fans shall be direct -drive, statically and dynamically balanced, draw - through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have built -in thermal overload protection. Controls Unit shall be completely factory wired with necessary controls and contactor pressure lugs or terminal and contactor pressure lugs or terminal block for power wiring. Units shall provide an external location for mounting a fused disconnect device. A choice of microprocessor controls or electromechanical controls shall be available. Microprocessor controls provide for all 24 volt control functions. With the microprocessor controls, the resident control algorithms shall make all heating, cooling, and /or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures The control algorithm maintains accurate temperature control. minimizes drift from set point, and provides better building comfort. A centralized microprocessor shall provide anti-short cycle timing and time delay between compressors to provide a higher level of machine protection. 24- volt electromechanical control circuit shall include control transformer, contactors pressure Tugs or terminal block for power wiring. Unit shall have single point power entry as standard. Indoor Fan Units offer a choice of direct -drive, FC centrifugal fans or belt driven, FC centrifugal fans with adjustable motor sheaves. Units with belt drive motors shall have an adjustment idler -arm assembly for quick- adjustment to fan belts and motor sheaves. All motors shall be thermally protected. Direct drive oversized motors shall be available for high static operations. All indoor fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). Casing Unit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather - resistant baked enamel finish. Unit's surface shall be tested 1000 hours in a salt spray test in compliance with ASTM B117. Cabinet construction shall allow for all maintenance on one side of the unit. Service panels shall have lifting handles and be removed and reinstalled by removing only a single fastener while providing a water and air tight seal. AU exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil faced, fire - retardent permanent, odorless glass fiber material. The base of the unit shall be insulated with 1/2 inch [12.7mml, 1 pound [.45 kg] density foil- faced, closed -cell material. All insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 1 1/8 inch [28.6mm) high downflow supply -retum openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting, with forklift capabilities on three side of the unit. Unit Top The top cover shall be one piece construction or, where seams exist, it shall be double- hemmed and gasket - sealed. The ribbed top adds extra strength and prevents water from pooling on unit top. Economizer This accessory shall be factory installed and is available with or without barometric relief. The assembly includes fully modulating 0-100% motor and dampers, minimum position setting, preset linkage, wiring hamess with plug, and fixed dry bulb control. Optional solid state enthalpy control shall be either factory or field installed. The factory- installed economizer arrives in the shipping position and shall be moved to the operating position by the installing contractor. Unit Dimensions - Unitary GaslElectric Rooftop Units Item: C1 Qty: 1 Tag(s): Y C -1 00 2 ° . Nu- w O gQ '. d ; w , z O ` z w ui n p' O co w w U. O : ' w z t o — . Alternate Condensate Drain 47 7/B 3/4" t19mmJ NPT 7/8"_,- Die. Hole Retum 0 i Through the Base Condensate Drain 3/4" (19mm] NPT Gas Connection 91/ " 1712^ 1712^ /Supply Opening 5 5B^ -- 241 Q" e 33" 48 Unit Control Wire 7/8" (22mm] Dia. Hole ` '1 3/8" (35mm Dia. Hole Access Unit Power Wire 1 318" (35mm] Dia. Hole 9 318" Retum Opening Supply Opening\ 4"(19mm] -14NPT Drain Connection 32 1/8" WV �»1 41 271/2^ RR am" . Alternate Condensate Drain 47 7/B 3/4" t19mmJ NPT 7/8"_,- Die. Hole Retum 0 i Through the Base Condensate Drain 3/4" (19mm] NPT Gas Connection 91/ " 1712^ 1712^ /Supply Opening 5 5B^ -- 241 Q" e 33" 48 Unit Control Wire 7/8" (22mm] Dia. Hole ` '1 3/8" (35mm Dia. Hole Access Unit Power Wire 1 318" (35mm] Dia. Hole 9 318" Retum Opening Supply Opening\ 4"(19mm] -14NPT Drain Connection 32 1/8" Unit Dimensions - Unitary Gas/Electric Rooftop Units Item: C1 Qty: 1 Tag(s): Y_C-1 Tons Unit Operating Voltage Range Unit Primary Voltage 10 [ 7.46 kWJ 414 — 508 480 Unit Secondary Voltage Field In Unit Hertz 80 Oversize( Unit Phase 3 Minimum Circuit Ampacity 26.9 Maximum Fuse Size 35 Maximum (HACR) Circuit Breaker (1) 35 HEATING - GENERAL DATA HEATING PERFORMANCE (1) LOW Natural Gas Heating Input (Mbh) 150 Gas Inlet Pressure MIN4.5" w.c. MAX14" w.c. MIN Heating Output (Mbh) 121.5 Gas Pipe Connection Size COMPRESSOR Circuit 01 Circuit #2 Number 1 1 Horsepower 5.1 — [ kWJ 3.9 — [ 2.9 kW] Phase 3 3 Compressor Rated Load Amps 9.5 7.4 Locked Rotor Amps 63.0 48 INDOOR MOTOR Field In Oversize( Number 1 Horsepower 3.00 — [ 2.24 kWJ 5. Motor Speed (RPM) 1750 . Phase 3 Indoor Motor Full Load Amps 4.80 Locked Rotor Amps 42.00 OUTDOOR MOTOR Number 1 Horsepower .75 — [ .56 kWJ Motor speed (RPM) 1075 Phase 1 Outdoor Motor Full Load Amps 2.8 Locked Rotor Amps 6.8 FILTERS - Type Throwaway Fumished Yes Number 4 Recommended Size 20 x 25 x 2 REFRIGERANT Type R • Factory Charge (circuit *1) (2) BA . Factory Charge (circuit 02) (2) 6.6 ELECTRICAL / GENERAL DATA • NOTES: 1. Maximum (HACR) Circuit Breaker sizing Is for Installations in the United States only. 2. Refrigerant charge is an approximate value. For a more precise imlue, see unit nameplate and service instructions. 4. The use of Liquid Propane (LP) requires unit ramification. Contact a Trane Salesman for information. Weight, Clearance & Rigging Diagram - Unitary Gas/Electric Rooftop Units Item: C1 Qty: 1 Tag(s): Y C -1 MAXIMUM WEIGHTS b CORNER WEIGHTS lb SHIPPING NET A B C D 1038 933 310 253 171 198 RIGGING AND CENTER OF GRAVITY VIEW NOTE: 1. Comer weights are given for Information only. 2. Comer A is where lifting detail is shown. Comers B, C, and D are in a clockwise direction. A 38" [914mm) Downflow Configuration 18" [457mm] Horizontal Configuration 38" CLEARAN -Roof Opening Weight, Clearance & Rigging Diagram - Unitary Gas/Electric Rooftop Units Item: C1 Qty: 1 Tag(s): Y_C-1 OPTIONS Factory- Installed Options Net Weights (Weights appear only when option is selected) ECONOMIZER 36 Ib BAROMETRIC RELIEF 10 Ib MOTORIZED OUTSIDE AIR DAMPER Ib MANUAL OUTSIDE AIR DAMPER Ib OVERSIZE MOTOR Ib BELT DRIVE MOTOR Ib SMOKE DETECTOR, RETURN lb SMOKE DETECTOR, SUPPLY Ib COIL GUARD Ib HINGED DOORS Ib POWERED CONVENIENCE OUTLET Ib THROUGH THE BASE ELECTRICAL Ib THROUGH THE BASE GAS Ib UNIT MOUNTED CIRCUIT BREAKER Ib UNIT MOUNTED DISCONNECT SWITCH Ib NOVAR CONTROLS Ib POWER EXHAUST Ib NOTES: 1. Weights for options not listed are >5 lbs. 2. Net weight should be added to unit weight when ordering factory- installed accessories. Accessory - Unitary Gas /Electric Rooftop Units EconomizerHood/Manual or Motorized Damper Hood Drawing Item: CI Qty: 1 Tag(s): Y_C-1 Litt NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARYHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Accessory - Unitary Gas/Electric Rooftop Units Barometric Relief Hood Item: C1 Qty: 1 Tag(s): Y C -1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. Still HOidVQV 910 - 91149 :_01rOIL IS 13 -- SVEG "6.7. 1■ SLC 6Z :Au aanotwal ZO £ - aJ /03 'M'.3'0 i 0911 :oN ,CNiNvZOI • rcl33tl eN3 131'0Bd O1-0 - 01L3 :.3N .L d 5t %f.P 0L . 093JH *S 3NYS_ M3N j . - L =Q OL` 0900HdS 3MV, NISI 3.7:1316 SZ9'y6 "9 WT. Un3gei:ra70Aw :3N f LL ' c 11Y1•t3 immitttC6o6) :Kw 4 COMO two =31131- d 114.916 b? '?P13 = $ 1O 31L1S '1.S 3111100 Z8: N01l.+dJ1 J V. 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KWh COO awitzurat - TiouontusArco 433e-3 m -7Te - z arftwi SMILIna - r m DEP TM NTS: c I (E46 Build ng 'vision Public Works ❑ Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M04 -181 DATE: 10 -14 -04 PROJECT NAME: RIVERVIEW PLAZA - BLDG 3 SITE ADDRESS: 16300 CHRISTENSEN ROAD X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afterrbefore permit is issued REVIEWER'S INITIALS: � 0 Rw& to -2 Fir Prevention Q Planning Division ❑ Structural ❑ Permit Coordinator X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -19 -04 Complete d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route g ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INmALS: DATE: DUE DATE: 11 -16 -04 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [7 Not Approved (attach comments) ❑ Notation: PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . . DE PARTMT OF Li.20R AND INDUSTRIES .. . _ . Fb25-052:660 (8/97) . 0 6/01/19 9§ .• . .., INC 6830 SO2 -220TH StREET, KENT WA :r..,98032 s!, • i_ .-'L `rai .c_ ._W►. • ..1�LrR1l. w M .. w_ r1i .t.M0414 1.. 3: — E (.4 a •g ti Y %%\%6 c e\ °VI •%Als‘Ai wv)1 T-w iBi b� �J fr741404 4134 * D4, e too 1ry `"�+ (440 •24 4f • TV .a- 1 CY • • •r. d s. r ay. • .. .. N. • # j B ,- ana Mode , Ton f Total CUM i OSA CFM `Econo. I SP Cap. Cool SEER w AFUE i Weight 'Dba 'Location S r4ce t Cnricrion Trene SFHFC604 60 "Q C" S l'A‘* ‘ OQ 1.6. 1 . L e tt1 1 :1 11 V ADt6 CvrtitAAVA 682,000 f ►n SCALE P P noir., • CHECKED, 500,000 .i # j B ,- ana Mode , Ton f Total CUM i OSA CFM `Econo. I SP Cap. Cool SEER Btuh -In' Stub-Out i AFUE i Weight 'Dba 'Location AC -1 Trene SFHFC604 60 22,000 0 -100% Yes 1.5 , 682,000 500,000 410,000 81 10620# Roof 1 AC -2 Irene YCD60NA4 50 20,000 0 -1009 Yes 1.5 587,000 . 400,000 324.000 80 5964# Roof 1 AC -3 Trene YCD6OCA4 50 20.000 0-100% Yes 1 5 587,000 ,, , 400.000 324,000 80 5964# Roof AC4- Irene YSC120 0 10 4.000 0 -1006 Yes 0.7 , 118.000 , 150,000 120,000 80 1297# Roof HVAC Equipment Schedule M o r i r 1 1 1 • REVIEWED FOR CODE COMPLIANCE ADIMJVED NOV 17 2004 ....._.... BUILDING DIVISION Date: BY .10 City of BUILDING DIVISION Pion review approval Is subject to errors and amain *nowai of construction documents does not the violation o* any adopted code or ordinance. RIOS d approved • ' ropy . nd conditions is ti R L110" n Stole. • Crr)VEner OC 1 � PS RAIITL. E NrER Motkm •