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Home My WebLink AboutPermit M06-147 - LEVITZLEVITZ TUKWILA LLC 17601 SOUTHCENTER PY EXPIRED M06 -147 Parcel No.: Address: Suite No: City tri Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -43I -3665 Web site: ci.tultwila.wa.us 3523049087 17601 SOUTHCENTER PY TUKW Tenant: Name: LEVITZ TUKWILA LLC Address* 17601 SOUTHCENTER PY, TUKWILA WA MECHANICAL PERMIT Owner: Name: LEVITZ TUKWILA LLC Address: CIO KLAFF REALTY LP, 111 W JACKSON 13TH FLR Contact Person: Name: Address DANNY DALLUM 835 N CENTRAL AV, STE 132, KENT WA Contractor: Name: ACCO ENGINEERED SYSTEMSINC Address: 6265 SAN FERNANDO RD, GLENDALE CA Contractor License No: ACCOESI971 DU DESCRIPTION OF WORK: REPLACING (6) ROOFTOP UNITS AND INSTALLING (6) THERMOSTATS Value of Mechanical: $70,000.00 Type of Fire Protection: Furnace <100K BTU >100K BTU Floor Fumace Suspended/Wall /Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC- Permit 0 0 0 0 0 0 3 3 0 0 0 0 0 0 "continued on next page" Permit Number: Issue Date: Permit Expires On: EQUIPMENT TYPE AND QUANTITY Phone: Phone: 206 992 -9579 Phone: Expiration Date: 10/13/2007 Steven M. Mullet, Mayor Steve Lancaster, Director M06 -147 07/17/2006 01/13/2007 Fees Collected: $728.38 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU 0 30 -50 HP/1,750,000 BTU 50+ HP/1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 6 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M06 -147 Printed: 07 -17 -2006 Permit Center Authorized Signature: Signature: Print Name: 1..-1 1--6 doc: IMC- Permit City bW Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us L 4*£iL 4-07 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06447 Issue Date: 07/17/2006 Permit Expires On: 01/13/2007 Date: D=1 [Xe I hereby certify that I have read and s d th s permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b- • mp _ • ith, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Date: 7—A7 ,""> This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M06 -147 Printed: 07 -17 -2006 City (*Tukwila Parcel No.: 3523049087 Address: 17601 SOUTHCENTER PY TUKW Suite No: Tenant: LEVITZ TUKWILA LLC 1: ***BUILDING DEPARTMENT CONDITIONS*** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06 -147 Status: ISSUED Applied Date: 07/05/2006 Issue Date: 07/17/2006 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: 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. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 7: 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). 8: 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. 9: ***FIRE DEPARTMENT CONDITIONS "' 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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 retum -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 14: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) doc: Conditions M06 -147 Printed: 07 -17 -2006 doc: Conditions City old Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us **continued on next page** Steven M. Mullet, Mayor Steve Lancaster, Director 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. M06 -147 Printed: 07-17-2006 City & Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: si.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: n1� j doc: Conditions Date: 7-/7- 2 g M06 -147 Printed: 07 -17 -2006 SITE LOCATION .n ' , King Co Assessor's Tax No.::-&5 1 ?4 Y S (t) F Site Address: / 760 p SA/1.114 �'.4 4./ 1.(�z,1 Suite Number: Floor: TenantName:�t)(+7 . VA Ea (r. LAC 7 Property Owners Name: / pe ) c(3.„ i 4 6,,,' i /t Lk r Mailing Address: Sr to r_ mot' y i (LA. Mailing Address: Name: E -Mail Address: fl 1(t„ a L/ccC Oe Company Name: Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.ci.tukwila.wa.us /V Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: n 9 Contact Person: r! ' ^t E -Mail Address: 13 r ft e- /t�rrAP4 r Q:UppIicatioosWomms.Applivaons On Line n3-2006 - Permit Application.doc Revised: 4-2006 bh Building Permit No. ^I Mechanical Permit No. A `C 11-11 - Plumbing/Gas Permit No. %jl0 —09)0 0 Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** City New Tenant: 0 State CONTACT PERSON Day Telephone: - r'/c) —9 C7 ty State Zip Fax Number: .?5 2 - W-9-/ - �tttc/'f GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) Mailing Address: Zip State City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 4i9 Mailing Address: State Yes ® .No Zip City Day Telephone: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: T/35 N_ Cs /c S i P �� ki�vr� (/1 (R/ City s ta te Zip Day Telephone: AS 3- s9 e Fax Number: A - FTt ( a g.ZA 0 Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM 3 Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat f C/ 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM 3 Incinerator - Comm/Ind Other Mechanical Equipment Scope of Work (please provide detailed information):. Indicate type of mechanical work being installed and the quantity below: QMpplicationsWorms- Applications On Line3-2006 - Permit Appliation.doc Revised: 4-2006 bh MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: ! _. MailingAddress:835 t0. G'e�-(r�,( �i/L / S,. rte., �'k K,",vt4 UM Zip �- /� zi Contact Person: F &0442 , fb /(..4 Day Telephone: 2 53 VS 9 ( 'E C M 5 E -Mail Address: rJrip ((, ...` 2. e,ce Pow. Fax Number: z SJ - SSSC/ "ell (1 Contractor Registration Number: !I G.ce F C 197( I u Expiration Date: /0 - C (''6 r S. Valuation of Project (contractor's bid price): " 7 d W eh iJse: Residential: New .... ❑ Replacement .... ❑ Commercial; New ....X Replacement .... ❑ Fuel Type: Electric ❑ Gas ....gi Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets ` b Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 4f cc e & ni — 5,-51e- Inn S Mailing Address: 3-3< A.) C a ( 4Lzt S,24.e (3L tfLA f,. (�- �la� Win-- City ` S tate Zip Contact Person: Au%CP v----rG4, Day Telephone: 2.O, - Iv.- q( E -Mail Address: jr c s. , 40 —.-p ,‘,_ e_ccCL Sa+ Fax Number: a — G Contractor Registration Number4CC$re '5 ( t,"( lout Expiration Date: (0 CX, Valuation of Project (contractor's bid price): $ f5 006. Scope of Work (please provide detailed information 11 s cv_-,-iic -'-' - / 0 . 0 " - -"Clely re 01OtAbAt g Co Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: ApplicationsWonns- Applications On LIneV -2006 • Permit Appliutiondoc Revised: 4 bh Page 5 of 6 Tee PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AUTHORIZED AGENT: Signature: /r Print Name: Mailing Address: I Date Application Accepted: Q: AppIlcations \Pmms-Applications On Linet3 -2006 - Permit Application.doc Revised: 4 -2006 bh Day Telephone: City Date: & � 4 Yi -OA r State Zip Date Application Expires: Page 6 of 6 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049087 Permit Number: M06 -147 Address: 17601 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 07/05/2006 Applicant: LEVITZ TUKWILA LLC Issue Date: Receipt No.: R06 -01054 Payment Amount: 588.70 Initials: JEM Payment Date: 07/17/2006 12:39 PM User ID: 1165 Balance: $0.00 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Description Amount Payment Check 6193 588.70 ACCOUNT ITEM LIST: Description Current Pmts MECHANICAL - NONRES RECEIPT Account Code 000/322.100 588.70 Total: 588.70 7455 07/17 9716 TOTAL 588.73 doc: Receipt Printed: 07 -17 -2006 Copy Reprinted on 07 -05 -2006 at 12:09:43 07/05/2006 RECEIPT NO: R06 -00973 Initials: JEM User ID: 1165 Payee: ACCO ENGINEERED SYSTEMS SET ID: S000000518 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount 4 M06 -147 PG06 -080 TOTAL: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206- 431 -3665 139.68 23.75 163.43 TRANSACTION LIST: Type Method Description SET RECEIPT Payment Date: 07/05/2006 Total Payment: 163.43 Amount Payment Check 6180 163.43 TOTAL: 163.43 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 163.43 TOTAL: 163.43 7282 07/05 9716 TOTAL 163.43 Steven M. Mullet, Manor Steve Lancaster, Director FILE copy No. Structural Calculations T 'm For _d: Levitz Tukwila 17601 Southcenter Parkway Tukwila, WA 98181 REVIEWED FOR CODE COMPLIANCE e.nnot1l►Cn JUL 13 2006 / ty tifltrkwile RUTLDT »lf � n Prepared for ACCO Engineered Systems By D.S. Engineering (Job: 6730) 3121 147` Place SE Mill Creek, WA. 98012 T: 425.338.4776 F: 425.337.7140 CITY O FTUU RECEIVED AP 0 5 2006 M o ( A.se 1(41- MITENTER SM ` D.S. engineering Design Notes: "International Building Code 2003" (17601 Southcenter Parkway Tukwila, WA 98181) Seismic: Design Category: `D' Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 1.065 SDI = SMI * 2/3 = 0.556 Component Coefficients: ap = 1.5 Rp = 2.5 Ip = 1.0 Wind: 85 MPH, Exposure `B', I = 1.00, K = 1.38 Roof: Dead Load: Live Load: Project: Replace 6 A/C Units 3121 147 Place SE Mill Creek, WA 98012 8 psf. 25 psf. Job#: 6730 T: 425.338.4776 F: 425.337.7140 I E Inns 1 24•• ere 2r4• 2••• 2r4• 21 SCALE V40. 1 24'-0' 22 22'••• 22 4• 22 27'40 _. 2214 _ tseW 21140' 110'e KEY ROOF FRAMING PLAN 0 PROJECT_ LEVITZ TUKWILA 11601 SOUTNCENTER PARKWAY 1UKIIHLA, WA 98181 DS. 28 ngTneerkg 3121 141122 PLACE eE. r9LL OEM, 2124 teen t. 42•334W11114 42•3211140 Y 4 Y Q Q Y Q t Q Y 4 7 t t I On tir -• (V4••• N4 -• 4• f*) 41. (Vs V 4 (V4... (V4t. • (V4:o- infix -• f1 /-• 1. (U4. -• (U4. -• (Wt -. 111D f10 (1) f WV (1) f (V CD (1) VW (1) NUJ) L WM( 8 4 i EMI o we ae ( (WT: `— NEW (W Ts t- Po4t we a MOVE 4425 V) A/C 1 2356 ) REMOVE (E) Alai (WT: 2060 re oe \t re ac ( (WT: NEW r MT: re oc A 4425 V) A/C B 2036 •) se a Z o ,c we oc •�. ` NEW (WT: IF-4, oc AC 3 2388 •) NEW lam' re oc A/C 4 1270 V. we a ! oc re oc (E (Wt : ` NEW (WTs NEW e un2l� re oc 4425 V AC 2 2356 •) A/C 5 •) re oc •. REMOVE (E) AHU cum nee J Al-Ill 5 1180 4 n � REMOVE (E) (WT: 6 •) I E Inns 1 24•• ere 2r4• 2••• 2r4• 21 SCALE V40. 1 24'-0' 22 22'••• 22 4• 22 27'40 _. 2214 _ tseW 21140' 110'e KEY ROOF FRAMING PLAN 0 PROJECT_ LEVITZ TUKWILA 11601 SOUTNCENTER PARKWAY 1UKIIHLA, WA 98181 DS. 28 ngTneerkg 3121 141122 PLACE eE. r9LL OEM, 2124 teen t. 42•334W11114 42•3211140 NEW A/C 1 (WT: 2388 *) jr (E) 2x4 0 24' 00 (TYP) (E) POST (TYP) d SCALE. I /4•. I' -0' NEW A/C 3 (Wt: 2388 *) NEW A/C 2 (WT: 2388 *) NEW P.T. 4x6 (FLAT) NEW P.T. 4x8 (FLAT) SLEEPER (18' -0' LONG W/ (2)- 1 "2'4x8' LAG SCREWS TO EACH (E) 4X PURLIN NEW P.T. 4x6 (FLAT) PARTIAL ROOF FRAMING PLAN - A/C *I, *2 4 *3 11 J w PROJECT: LEVITZ TUKWILA I1601 SCUTHCENTER PARKWAY TUKWILA, WA 9601 opines 12 -9- ?.t. 1 DAL 8 ng!neertng 3121 141114 PLACE SE. MILL CREEK, WA 98012 T: 425338.411. F: 0331.1140 NEW A/C 4 CWT: 1210 4 ) NEW A/C 5 (WT: 1210 ") NEW P.T. 4x8 (FLAT) SLEEPER (9' -6' LONG W/ (2)- 11 '2' +x8' LAG SCREWS • (E) 4x PURLIN 4 2' -0' OC IN BETWEEN I0 v (E) POST (TYP) CD 0 w SCALE: V4'• I' -0' NEW P.T. 4x6 (FLAT) PARTIAL ROOF FRAMING PLAN - A/C *4 4 % to 3 w NEW P.T. 4x8 (FLAT) SLEEPER (9' -6' LONG) W/ (2)- 1/2'4 LAG SCREWS TO EACH (E) 4X PURLIN NEW P.T. 4x6 (FLAT) CD 0 w PROJECT: LEVITZ TUKWILA 11601 SOUTI CENTER PARKWAY TUKWILA, WA 55181 ji -- (E) 2x4 w 24' OC (TYP) I seems 12 -9- 2.eto 1 D.S. Engineering 3121 147T1-1 PLACE SE. MILL CREEK WA 98012 T: 425338.4116 F. 425331/140 (E) 2x4 • 24' 00 (TYP) (E) POST (TYP) SCALE: I/4'• I' •0' NEW A/C 6 (WT: 2388 •) J l7 J w (1) (t) 3'_ 3 ' - NEW P.T. 4x6 (FLAT) 0) J NEW P.T. 4x6 0 (FLAT) PARTIAL ROOF FRAMING PLAN -A /C •e m J w NEW P.T. 4x8 (FLAT) SLEEPER (I8' -0' LONG W/ (2)- Ii2'4x8' LAG SCREWS TO EACI -{ (E) 4X PURLIN PROJECT: LEVITZ TUKWILA 11601 SCUTI- (CENTER PARKWAY TUKWILA, WA 5901 I reMES 12-9- 2 MS. Engin eer ing 3121 141T14 PLACE SE. MILL CREEK, WA 98012 T' 425338.4116 F: 425331.1140 "10X3' WOOD SCREWS ONE o EA. CORNER 4 24' OC N BETWEEN (E) 1/2' PLYWOOD ROOF SHT'G cans 12-9- 2476 1 t r/7 NEW A/C UNIT USE (2)- 1 ''4 , x12' LAG SCREWS BETWEEN P.T. 4x8 4 P.T. 4x6 (21/2' OC: NOT SHOWN FOR CLARITY) 0'-I' (TYP) (U -"10 SCREW AT EACH CORNER 4 24' 00 IN BETWEEN (TYPICAL) SECTION SCALE: I'= I' -0" ESSNECTI LEVITZ TUKWILA 11601 SOUTI- 10ENTER PARKWAY TUKWILA, WA. 9&I&I SYM NEW CURB (I6 GA. MIN) NEW P.T. 4x8 (FLAT) SLEEPER (18' -0' LONG) W/ (2)- 1/2'4>x8' LAG SCREWS TO EACH (E) 4x PURLIN (E) 4x PURLIN 0 8' -0' OC D r+ ng!neerIng 3121 141T1-4 PLACE S.E. MILL CREEK, WA 98012 T:425338.4116 F:4253311140 so] NEW P.T. 4x8 (FLAT) SLEEPER (9' -6' LONG) W/ (2)- k2'0x8' LAG SCREWS TO EACH (E) 4x PURLIN hill NEW A/C UNIT (1) - SCREW AT EACH CORNER 24' OC IN BETWEEN (TYPICAL) "10X3' WOOD SCREWS ONE d EA. CORNER 4 24' OC IN BETWEEN (E) 1/2' PLYWOOD ROOF 81-IT'G (E) GLU LAM BEAM SECTION SCALE: 1'= l' -0' PROJECT: LEVITZ TUKWILA I160I 5OUTI- 4CENTER PARKWAY 1 tRS 12-9- TUKWILA, WA. 98181 CerA NEW CURB (16 GA. MIN) NEW P.T. 4x8 (FLAT) '3'4? LONG SLEEPER W/ (2)- 1/2'$x8' LAG SCREWS TO EACH (E) 4x PURLIN 4 (1)- /2 LAG SCREW 48 4 00 IN BETWEEN USE (2)- '44 LAG SCREWS BETWEEN P.T. 4x8 4 P.T. 4x6 (21/2' OC: NOT SHOWN FOR CLARITY) (E) 4x PURLIN 0 8' -0' OC (BEYOND) E.S. Engineering 3121 141TH PLACE S.E. MILL CREEK, WA 98012 T:425335.4116 F :4253311140 Lateral Analysis: 25 Ton Unit: A/C #1, #2 & #3 : Model: WT. it 208011 Seismic Design: F, = ((0.4 a, S )x(1 + 2z/h)xW p} /(Rp/Ip) = 0.77 W = 1650 Ib. F, 1.6Sp,I = 1.70 W F, = 0.3 SasIpWp = 0.32 W From: a, m 1.5 S - 1.065 R, = 2.5 I,= 1.0 W,= 2153.0 Ib. Mean Roof Height (h): 25.0 ft. Comp. Attachment Height (z): 25.0 ft. Ground Motion: S = F *S, = 1.597 Sips = ( * SMS = 1.065 Mech Unit: Check Overturning : T1 = C1 = (0.7xFp)* (H/2) / W = T2 = C2 = (0.7xFp) * (H/2) / D = Res = (0.6- 0.2S /2) = (IBS'2003' EQ16 -12) K Ka = V= = W= D= H= Weight = 0.7 F = 84.813 121.688 54.000 2153.00 1155 Ib. SMi = = 0.834 SM, = ( = 0.556 in. in. (D >W) in. Ib.( Unit Weight + Misc) Wind Design: Exposure 'B', 85 mph, 30ft (Max. Hei ght) q = 0.00256(KJ (Kn) (K,) (V (I = 16.08 psf FTOtai = (Wind Load)x(D)x(H) Check Overturning : 11 = C1 = (Wind Load*W*H *(H/2)/D = T2 = C2 = (Wind Load *D *H *(H /2)/W = Res = 0.6x(Unit Weight /2) = (IBS'2003' EQ16 -11: Basic Load Combination) : Building Category 'II' :Seismin Design Category 'D' odpco uAT 368 lb.--> 256 lb.--> No Uplift 417 Ib. 0.70 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6- 1.38 : Topographic Factor: per DPD Map 0.90 : Wind Directionality Factor, ASCE 7 -02: Table 6 -4 85.00 : Basic Wind Speed 1.00 : Importance factor per 'IBC 2003' Table 1604.5 734 Ib. 113 Ib. —> No Uplift 234 Ib. —> No Uplift 646 Ib. No Uplift Z 07,3 1 Lateral Analysis: 25Ton Unit: A/C #1, #2 & #3 : Model: WT.= 2080# Seismic Desirt111 F, = {(0.4 a, Sp )x(1 + 2z/h)xW p }/(R F,",r -1 Sp I = 1.70 Wp F,M,N = 0.3S I = 0.32 W : Building Category 'II' :Seismin Design Category 'D' 0.77 W = 1831 Ib. From: a, = 1.5 SOS = 1.065 R, = 2.5 I,= 1.0 W,= 2388.0 Ib. Mean Roof Height (h): 25.0 ft. Comp. Attachment Height (z): 25.0 ft. Ground Motion: S = F "S = 1.597 Sos = ( = 1.065 Mech Unit: W = 84.813 in. D = 121.688 in. (D >W) H = 54.000 in. (Max. 24" Curb) Weight = 2388.00 Ib.( Unit Weight + Misc) 0.7 F = 1281 Ib. Check Overturning : T1 = C1 = (0.7xFp) ` (H +24)/2 / W = T2 = C2 = (0.7xFp) * (H +24)/2 / D = Res = (0.6- 0.2SJx(Wp /2) = (IBS'2003' EQ16 -12) Wind Descant Exposure 'B', 85 mph, 30ft (Max. Hei ght) = 0.00256(I(3 (K (Ka (V (6) = 16.08 psf K = 0.70 K = 1.38 K = 0.90 V= 85.00 I = 1.00 S F„51=0.834 SM1 = ( "SM1 = 0.556 Pr = (Wind Load)x(D)x(H +24) = Check Overturning : T1 = C1 = [Wind Load'W1H +24) = T2 = C2 = (Wind Load'D•(H +24) = Res = 0.6x(Unit Weight /2) = (IBS'2003' EQ16 -11: Basic Load Combination) Pb Wpb cc 3 &4b ICI- 6 -t 6n =1 4.6I ? 7.t= -4 4 t S a6 p C 2%) + (144:176) toe Ita 589 411 462 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 8 -3 : Topographic Factor. per DPD Map Wind Directionality Factor, ASCE 7 -02: Table 6-4 : Basic Wind Speed : Importance factor per 'IBC 2003' Table 1604.5 Ib. - -> Uplift Ib. —> No Uplift lb. ei n41 3 F=.1 9 4- 4a 14 1060 Ib. 237 Ib. —> No Uplift 487 Ib. —> No Uplift 716 Ib. 0 (14' sot ar B.. b4-< 1 % %O C & -r cp,6 To ot fix_ bi)12►Jk (L I1► Is f f,\ Lateral Analysis: 10 Ton Unit: At #4 & #5 : Building Category 'II' : Model: WT. us 958# :Seismin Design Category 'D' Seismic Design: F, = ((0.4 a, S )x(1 + 2z/h)xW „) /(RdI = 0.77 W, = 803 Ib. F „ =1.6 S I,W, = 1.70 W, F, M , = 0.3S,„I,W, = 0.32 W, From: a, = 1.5 Six = 1.065 R.= 2.5 I,= 1.0 W,= 1048.0 Ib. Mean Roof Height (h): 25.0 ft. Comp. Attachment Height (z): 25.0 ft. Ground Motion: SMS = Fa * Sa = 1.597 S = F, *S = 0.834 SDS = (2/ * SMS = 1.065 SMi = ( * SM, = 0.556 Mech Unit: W= 53.250 in. D = 88.625 in. (D >W) H = 46.875 in. Weight = 104 n 1 Unit Weight + Misc) 0.7 F = 562 Ibb ur u 1O - SIC - Cpl Check Overturning : JJ T1 = C1 = (0.7xFp) * (H/2) / W = 248 Ib. - -> Uplift 17 D T2 = C2 = (0.7xFp) * (H/2) / D = 149 Ib. - -> No Uplift /' Res = (0.6- 0.2S�)x(W tN p /2) = 203 Ib. 1337 (IBS'2003' EQ16 -12) Wind Design: Exposure 'B', 85 mph, 30ft (Max. Hei ght) q = 0.00256()( (K (K,) (V O = 18.08 psf K = 0.70 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6-3 K = 1.38 : Topographic Factor. per DPD Map K = 0.90 :1/And Directionality Factor, ASCE 7 -02: Table 6-4 V = 85.00 : Basic Wind Speed 1,, = 1.00 : Importance factor per 'IBC 2003' Table 1604.5 FTaai = (Wind Load)x(D)x(H) = Check Overtuming : T1 = 01 = IWiind Load*W*H *(11/2)/D = T2 = C2 = Mind Load *D *H *(H /2)/W = Res = 0.6x(Unit Weight /2) = (IBS'2003' EQ16 -11: Basic Load Combination) 484 Ib. 74 Ib. —> No Uplift 204 Ib. —> No Uplift 314 Ib. Lateral Analysis: 10 Ton Unit: A/C #4 & #5 : Model: WT.= 956# seismic Design F, = ((0.4 a, Sp )x(1 + 2z/h)xW p ) /(R = 0.77 W = F, =1.6S = 1.70 W F M,N = 0.3 Sp I W = 0.32 W From: a = 1.5 I,= 1.0 Mean Roof Height (h): 25.0 Ground Motion: S = F "S = 1.597 SDS = ( • SMS = 1.065 Mech Unit: W = 53.250 in. D = 88.625 in. (DAN) H = 46.875 in. (Max. 24" Height Curb) Weight = 1270.00 Ib.( Unit Weight + Misc) 0.7 F = 681 Ib. Check Overturning : T1 = C1 = (0.7xFp) " (14+24)/2 / W = T2 = C2 = (0.7xFp) • (H +24)/2 / D = Res = (0.6- 0.2S /2) = (IBS'2003' EQ16 -12) Wind Desiant Exposure 'B', 85 mph, 30ft (Max. Hei ght) g, = 0.00256(1Q (K .) (K (V (C) = 16.08 psf K = 0.70 K = 1.38 Kd = 0.90 V = 85.00 I M = 1.00 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6 -3 : Topographic Factor: per DPD Map : Wind Directionality Factor, ASCE 7 -02: Table 6-4 : Basic Wind Speed : Importance factor per 'IBC 2003' Table 1604.5 Prow = (Wind Load)x(D)x(H) = Check Overturning : T1 = 01 = (Wind Load'W'(H +24) = T2 = C2 = (Wind Load`D *(H +24) = Res = 0.6x(Unit Weight /2) (IBS EQ16 -11: Basic Load Combination) j°19 # 41sEW Spa = 1.065 W, = 1270.0 Ib. ft. Comp. Attachment Height (z): Sp, = F„,•S, = 0.834 SM1 = (2/3) SMt = 0.556 : Building Category 'II' :Seismin Design Category 'D' Ro 454 Ib. -> Uplift 272 Ib. - -> Uplift 246 Ib. 464 Ib. 974 Ib. 169 Ib. -> No Uplift 467 Ib. -> Uplift 381 Ib. 4 2.5 25.0 ft. *10 (&ij sc? -stQ AT-442 e.625747 3:7 )4a= 8 t;:3_4-free. £.a )3x�' C 4) + %i KIS ob" <I.0 c 6 r /b) 4 S C416 4 -ra Vic. Mil (A) Lateral Analysis: 15 Ton Unit: A/C #6 : Model: WT. s 1 665# Seismic Design: F, = {(0.4 a, S )x(1 + 2z/h)xW P }/(R /I = 0.77 F oam =1.6S = 1.70 W F = 0.3S = 0.32 W From: ap = 1.5 I,= 1.0 Mean Roof Height (h): 25.0 Ground Motion: SMS = Fa * Ss = 1.597 SDS = ( 'SMS = 1.065 Mech Unit: W= D= H= Weight = 0.7 F = Check Overturning : T1 = C1 = (0.7xFp)•(H/2) /W = T2 =C2 =(0.7xFp)•(H/2) /D = Res = (0.6- 0.2SJx(Wp /2) = (IBS'2003' EQ16 -12) S, = 1.065 W, = 1801.0 Ib. ft. Comp. Attachment Height (z): SM1 = F,7S 0.834 SM1 = ( "SM1 = 0.556 Wind Deslan: Exposure 'B', 85 mph, 30ft (Max. Hei ght) q = 0.00256(KJ (Kt) (K.) (V O = 16.08 psf K = ice = Kd= V= I = : Building Category 'II' :Seismin Design Category 'D' W = 1381 Ib. R, = 2.5 25.0 ft. 70.813 in. 106.688 in. (D >W) 50.125 in. 1801.00 Ib.( Unit Weight + Misc) 966 Ib. —� *10 S-KQas r a 342 Ib: - -> No Uplift 227 lb.--> No Uplift 349 Ib. 0.70 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6 -3 1.38 : Topographic Factor: per DPD Map 0.90 : Wind Directionality Factor, ASCE 7 -02: Table 6 -4 85.00 : Basic Wind Speed 1.00 : Importance factor per 'IBC 2003' Table 1604.5 FTda = (Wind Load)x(D)x(H) _ Check Overturning : T1 = C1 = (Wind Load"W•H "(H/2)/D = T2 = C2 = (Wind L0ad•D "H "(H/2)/W = Res = 0.6x(Unit Weight /2) = (IBS'2003' EQ16 -11: Basic Load Combination) 597 Ib. 93 Ib. —> No Uplift 211 Ib. —> No Uplift 540 Ib. %SAWN (Lid II ; CO-tho Nl4 trEaski Lateral Analysis: 15 Ton Unit: A/C pe : Model: WT.= 1665# Seismic Design: F, = {(0.4 a, S )x(1 + 2z/h)xW p } /(R ) _ F,,, 1.6S = 1.70 W F,M,w 0.3SosI,,Wp = 0.32 W From: a, = 1.5 I,= 1.0 Mean Roof Height (h): 25.0 Ground Motion: SMS = F *S = 1.597 Sos = ( * SMS = 1.065 Mech Unit: W= D= H= Weight = 0.7 F = Check Overturning : T1 = C1 = (0.7xFp) * (H +24)/2 / W = T2 = C2 = (0.7x Fp) * (H +24)/2 / D = Res = (0.6- 0.2Sp /2) = (IBS'2003' E016 -12) Wind Design: Exposure 'B', 85 mph, 30ft (Max. Hei ght) g, = 0.00256(K (K (K (V) (I,,,) = 16.08 psf = Ka = Ka V= Iw = : Building Category 'II' :Seismin Design Category 'D' 0.77 W = 1561 Ib. Six; = 1.065 R, = 2.5 W, = 2036.0 Ib. ft. Comp. Attachment Height (z): 25.0 ft. SMi = F *S., = 0.834 SM1 = ( * Sit = 0.556 70.813 in. 106.688 in. (D >W) Kt 4 - � xz -io 50.125 in. (Max. 24" Height Curb) 41o.8t3 / *r .l .9 3flt ' 2036.00 Ib.( Unit Weight + Misc) 1093 Ib. *to (ooct c 9. C. s) (I7 -k / 16 (or' ( ak✓ 572 Ib - - -> 380 Ib. —> 394 Ib. 0.70 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6 -3 1.38 : Topographic Factor. per DPD Map 0.90 : Wind Directionality Factor, ASCE 7 -02: Table 6-4 85.00 : Basic Wind Speed 1.00 : Importance factor per 'IBC 2003' Table 1604.5 597 Ib. Uplift No Uplift °1 - / J y: t o 4 - fl4 00 in fib TN€p- ribs 0-410 0k : W b! 4b0 11,11314Thai Pr = (Wind Load)x(D)x(H) _ Check Overturning : T1 = C1 = (Wind Load*W1H +24) = 204 Ib. —> No Uplift T2 = C2 = [Wind Load *D *(H +24) /2yW = 462 Ib. —> No Uplift Res = 0.6x(Unit Weight /2) = 611 Ib. (IBS'2003' EQ16 -11: Basic Load Combination) XSi C4 I "' I * (I44 �. 01a ( 4 < Ito 8 6 6 Rev: 580004 Description General Information Section Name 4x16 Beam Width 3.500 in Beam Depth 15.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density tI Full Len th Uniform Loads Summary Deflections Center Left Cantilever Right Cantilever Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max a Right Support Max. M allow fb 1,526.26 psi Fb 1,667.50 psi Stress Calms Bending Analysis Ck 25.895 Cf 1.000 a Center a Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction (e) purlin 1 Le Rb DL DL DL 1.150 Pin -Pin 40.000 pcf Center Span... Dead Loaq Deflection -0.247 In ...Location 11.125 ft ...Length/Deft 1,080.2 Camber ( using 1.5 • D.L Deft) ... © Center 0.371 in Left 0.000 in Right 0.000 In 0.915 • 1 17.3 k -ft 18.9 k -ft 17.25 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 18.85 fv 77.41 psi Fv 109.25 psi 0.000 R 0.000 Max Moment 17.25 k -ft 0.00 k -ft 0.00 k -ft Left Support 4.13 k 37.820 in2 109.25 psi 3.10 k 3.10 k General Timber Beam Span= 22.25ft, Beam Width = 3.5001n x Depth = 15.25in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined' 64.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 11.125 ft 22.250 It Total Load -0.874 In 11.125 ft 305.37 LL LL LL Reactions... Left DL Right DL Sxx 135.661 in3 CI 0.000 Sxx Req'd 124.17 in3 0.00 1n3 0.00 in3 Right Support 4.13 k 37.820 ln2 109.25 psi Bearing Length Req'd Bearing Length Req'd 22.25ft Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft 1,450.0 psi 95.0 psi .4 625.0 psi 1,700.0 ksi 200.00 #/ft #/ft #/ft Maximum Shear Allowable Shear. Camber: 0.88 k 0.88 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl * 1.5 Left Right Left Center Right Max Max Area 53.375 in2 Rik- LOS tJ4c Allowable fb 1,667.50 psi 1, 667.50 psi N �`, 1, 667.50 ps p b 4.1 k 5.8 k 1.418 in 1.418 in 111210014 Beam Design OK 3.10k 3.10k 0.000in 0.371in 0.000in 3.10 k 3.10 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 1 1i 0.7 165 1-6 15f Ito Psi' 1.3 rsf C �.o psf Rev. 580004 Description NC #1, 2, 3 General Inforrnatio Section Name 4x4 J Width Beam dth 3.500 In Beam Depth 3.500 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Trapezoidal Loads Deflections #1 DL a Left DL © Right S ummary Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow tb 1,246.65 psi Fb 1,350.00 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • ST Center Left Right Stress Cates Span= 8.00ft, Beam Widths 3.500in x Depth = 3.51n, Ends are Pin -Pin Max Stress Ratio 0 1 Bending Analysis Ck 34.195 Cf 1.500 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 1 Peed Load -0.404 in 3.808 ft 237.5 D.L. Defl) ... 0.606 in 0.000 in 0.000 in Le Rb 1.000 Pin -Pin 50.000 pd 120.00 #/ft 120.00 8/ft 0.74 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.80 fv 48.21 psi Fv 180.00 psi 14.714 It 7.104 Max Moment 0.74 k -ft 0.00 k -ft 0.00 k -ft Left Support 0.59 k 3.281 In2 180.00 psi General Timber Beam Code Ref. 1997/2031NDS,3000/2003 , 2003 NFPA 5000. Base allowabies are user defined LL © Left LL a Right Center Span 8.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fe Allow E 0.7 k -ft 0.8 k -ft at 3.456 ft at 0.000 ft Total Load -0.404 in 3.808 ft 237.48 Sxx CI #/ft #M 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi Maximum Shear • 1.5 Allowable Shear. ar Camber. Reactions... Left DL 0.43 k Right DL 0.20 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Start Loc End Loc 7.146 in3 Area 12.250 In2 0.000 Su Redd Allowable Ib 6.60 1n3 1,350.00 psi 0.00 1n3 1,350.00 psi 0.00 1n3 1,350.00 psi re Right Support 0.30 k 1.694 in2 180.00 psi 0.43 k Bearing Length Req'd 0.196 in 0.20 k Bearing Length Req'd 0.093 in KG 1 0.6 k 2.2 k Left 0.43 k Right 0.20k Left 0.000in O Center 0.606 in re Right 0.000 in Max 0.43k Max 0.20 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.0 8.00 ft 0.00 ft 0.00 ft 0.000 ft 5.000 ft Beam Desion OK 0.000 In 0.0 CJ 1 Rev: 580004 General Timber Beam Description (e) purlin with New A/C #1 General Information Section Name 4x16 Beam Width 3.500 in Beam Depth 15.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 40.000 pcf Full Length Uniform Loads .4 Center DL 64.00 #/ft Left Cantilever DL #/ft Right Cantilever DL #/ft Point Loads 1 Dead Load 860.0 Ibs Live Load Ibs ...distance 3.250 ft Summary Deflections 1 poi ‘41 Ln.tD Ibs Ibs Ibs Ibs 0.000 ft 0.000 ft Span= 21.25ft, Beam Width = 3.500in x Depth = 15.25in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 17.2 k -ft Allowable 18.9 k-ft Max. Positive Moment Max. Negative Moment Max a Left Support Max a Right Support Max. M allow 11:1 1,518.49 psi Fb 1,667.50 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. Center aLeft C Right Bending Analysis Ck 25.895 Cf 1.000 Center Left Support a Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing a Supports Max. Left Reaction Max. Right Reaction Le Rb 17.17 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 18.85 Peed Load -0.281 in 10.285 ft 906.9 L Deft )... 0.422 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 17.17 k -ft 0.00 k -ft 0.00 k -ft a Left Support 5.04 k 48.122 in2 109.25 psi 3.89 k 3.09 k Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined' at at fv 94.40 psi Fv 109.25 psi Center Span 21.25 ft Left Cantilever ft Right Cantilever ft Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.803 in 10.455 ft 317.69 Sxz CI 1,450.0 psi 95.0 psi 625.0 psi 1,700.0 ksi )c- at- (N3 LL LL LL •1 Ibs Ibs 0.000 ft 200.00 #/ft efit #/ft Maximum Shear • 1.5 5.0 k Allowable 5.8 k 10.115 ft Shear. © Left 3.69 k 21.250 ft a Right 3.09 k Camber: a Left 0.000 in a Center 0.422 in a Right 0.000 in 1.57 k Max 3.69k 0.97 k Max 3.09 k Reactions... Left DL Right DL 135.661 in3 0.000 Sxx Recd 123.54 in3 0.00 in3 0.00 1n3 a Right Support 4.14 k 37.926 in2 109.25 psi Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Bearing Length Req'd Bearing Length Req'd Lu 0.00 ft Lu 0.00 ft Lu 0.00 ft `'t4 Ori Ibs Ibs Ibs Ibs Ibs Ibs 0.000 ft 0.000 ft 0.000ft Area 53.375 in2 Allowable R 1,667.50 psi 1,667.50 psi 1,667.50 psi 1.687 in 1.414 in Beam Design OK Peed Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 In 0.000 in 0.0 0.0 9 1 1 Stress Calcs Rev. 580004 General Timber Beam Description General Information Section Name 5.125x18 Beam Width 5.125 in Beam Depth 18.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density ' Full Len 1 di Uniform Loads Center Left Cantilever Right Cantilever Point Loads ad Load Live Load ...distance Deflections Right Stress Calcs Bending Analysis Ck 20.711 Cv 0.950 a Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction (e) beam -NC #1 340.0 Ibs Ibs 8.000 ft Summary 1 Max. M allow Ib 2,362.39 psi Fb 2,620.69 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. C Center @ Left DL DL DL 1.150 Pin -Pin 40.000 pcf Ibs Ibs 0.000 ft Dead Load -0.395 in 11.6568 713.8 L. Deft ) ... 0.593 In 0.000 In 0.0001n Le 0.000 ft Rb 0.000 Max Moment 54.48 k -ft 0.00 k -ft 0.00 k -ft C Left Support 12.27 k 44.457 in2 276.00 psi Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 212.50 8/ft *ft A4ft 60.44 fv 133.01 psi Fv 276.00 psi Center Span 23.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E lbs 0.000 ft Total Load -1.208 In 11.750 ft 233.40 Span= 23.50ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0.901 • 1 Maximum Moment 54.5 k -ft Allowable 60.4 k -ft Max. Positive Moment 54.48 k -ft at 11.562 ft Max. Negative Moment 0.00 k -ft at 23.500 ft Max a Left Support 0.00 k -ft Max © Right Support 0.00 k -ft Reactions... Left DL Right DL Ibs Ibs 0.000 ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 531.30 Mt *ft Sift a wt t r' Maximum Shear 1.5 Allowable Shear. 3.02 k 2.91 k Left Cantilever... Deflection ...LengthlDefi Right Cantilever... Deflection ...Length/Defl Ibs Ibs 0.000 ft 9.26 k Bearing Length Req'd 2.781 in 9.16 k Bearing Length Req'd 2.749 in 12.3 k 25.5 k Left 9.26 k Right 9.16 k Camber. @ Left 0.000 in Center 0.593in @ Right 0.000 in Max 9.26 k Max 9.16 k peed Load 0.000 in 0.0 Sxx 276.750 in3 Area 92.250 in2 CI 0.000 Sxx Req'd Allowable Po 249.47 in3 2,620.69 psi 0.00 1n3 2,620.69 psi 0.00 in3 2,620.69 psi Right Support 12.11 k 43.867 in2 276.00 psi 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 It Total Load 0.000 in 0.0 0.0 Ibs Ibs 0.000ft Beam Design OK 0.000 in 0 1 Rev: 580004 Description (e) purbn with New A/C #1 General Information Full Len th Uniform Loads Deflections Section Name 4x18 Beam Width 3.500In Beam Depth 15.2501n Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 40.000 pd Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary Center a Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction 860.0 Ibs Ibs 17.500 ft 1 fb 1,453.90 psi Fb 1,667.50 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.6 • D. It$ Center C Left Right Bending Analysis Ck 25.895 Le Cf 1.000 Rb DL DL DL Ibs Ibs 0.000 ft N Fv Dead Load -0.2591n 10.790 ft 961.9 L. Deft )... 0.388 in 0.000 In 0.000 in 0.000 ft 0.000 Max Moment 16.44 k -ft 0.00 k -ft 0.00 k -ft Left Support 4.02 k 36.802 in2 109.25 psi 3.03 k 3.62 k General Timber Beam Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined I 64.00 #m #/ft #/ft Span = 20.75ft, Beam Width = 3.5001n x Depth = 15.251n, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 16.4 k -ft Maximum Shear • 1.5 Allowable 18.9 k -ft Allowable Max. Positive Moment 16.44 k -ft at 10.873 ft Shear. Max. Negative Moment 0.00 k -ft at 20.750 ft Max f Left Support 0.00 k -ft Max © Right Support 0.00 k -ft Max. M allow 18.85 91.92 psi 109.25 psi Center Span 20.75 ft Left Cantilever ft Right Cantilever ft Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft Total Load -0.733 in 10.541 ft 339.71 S xx CI LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft 135.661 in3 0.000 Sxx Rea'd 118.28 Ina 0.00 Ina 0.00 in3 dd Right Support 4.91 k 44.911 in2 109.25 psi Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...LengthlDefl Bearing Length Req'd Bearing Length Req'd 1,450.0 psi 95.0 psi 625.0 psi 1,700.0 ksi 200.00 #/ft #/ft #/ft 0.95 k 1.54 k Lu Lu Lu Ibs Ibs 0.000 ft Area 53.375 in2 Allowable fb 1,887.50 psi 1,667.50 psi 1,667.50 psi 1.384 in 1.654 in Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft 4.9 k 5.8 k al Left 3.03 k ® Right 3.62 k Camber. © Left 0.000 in Center 0.388 in Right 0.000 in Max 3.03k Max 3.62 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 I1 Ibs Ibs 0.000ft Beam Design OK `Stress Calcs Rev: 5130004 Description (e) purlin with New NC #2 & #3 General Information Deflections Section Name 4x16 Beam W dth Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Pul th Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary 860.0 Ibs Ibs 3.250 ft 1 DL DL DL 3.500 in 15.250 in Sawn 1.150 Pin -Pin 40.000 pcf Ibs Ibs 0.000 ft Span= 22.25ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment 18.68 k -ft Max. Negative Moment 0.00 k -ft Max (g Left Support 0.00 k -ft Max C Right Support 0.00 k -ft Max. M allow 18.85 fb 1,652.38 psi fir 98.05 psi Fb 1,667.50 psi Fv 109.25 psi Center Span... Dead Load Deflection -0.330 In ...Location 10.769 ft ...Length/Defl 808.6 Camber ( using 1.5 • D.L. Deft) ... Center 0.495 In Left 0.000In Right 0.0001n Bending Analysis Ck 25.895 Le Cf 1.000 Rb C Center 02 Left Support a Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 18.68 k -ft 0.00 k -ft 0.00 k -ft 02 Left Support 5.23 k 47.903 1n2 109.25 psi General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined 64.00 #M *ft #/ft Center Span 22.25 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 1,450.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,700.0 ksi lbs Ibs 0.000 ft Total Load -0.957 in 11.038 ft 278.99 Sxx Cl LL LL LL Depth = 15.251n, Ends are Pin -Pin 0.991 : 1 18.7 k -ft 18.9 k -ft at 10.680 ft at 22.250 ft Reactions... Left DL Right DL RIgM Support 4.32 k 39.544 in2 109.25 psi Ibs Ibs 0.000 ft 200.00 #M #M #M 1.61 k 1.00 k Left Cantilever... Deflection ...LengthlDefl Right Cantilever... Deflection ...Length/Defl Ibs Ibs 0.000 ft Maximum Shear • 1.5 Allowable Shear. 135.661 in3 Area 53.375 in2 0.000 Allowable fb 134.43 Ina 1,667.50 psi 0.00 in3 1,667.50 psi 0.00 in3 1,667.50 psi 3.84 k Bearing Length Req'd 1.754 In 3.23 k Bearing Length Req'd 1.475 in 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 It Beam Design OK 5.2 k 5.8 k Left 3.84k Right 3.23 k Camber: (© Left 0.000 in Center 0.495 in Right 0.000in Max 3.84k Max 3.23 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 (2 ennonminimii Ibs Ibs 0.000ft Stress Caics Rev: 590001 L General Timber Beam Description (e) beam -A/C #2 & #3 [General Information Section Name 5.125x18 Beam Width 5.125 in Beam Depth 18.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever !Point Loads Dead Load Live Load ...distance S um m ary j Deflections 340.0 bs Ibs 8.000 ft 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max a Left Support Max Right Support Max. M allow fb 2,493.16 psi Fb 2,620.69 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • Center Left Right Stress Calcs Bending Analysts Ck 20.711 Le Cv 0.950 Rb a Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction ■ DL DL DL 1.150 Pin -Pin 40.000 pct Ibs Ibs 0.000 ft Peed Load -0.414 in 11.656 ft 680.8 D.L. Defl ) ... 0.621 in 0.000 in 0.000 in Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined I 25.00 #/ft #/ft #/ft 57.5 k-ft 60.4 k -ft at at 57.50 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 60.44 tv 140.36 psi Fv 276.00 psi 0.000 ft 0.000 Max Moment 57.50 k -ft 0.00 k -ft 0.00 k -ft a Left Support 12.95 k 46.913 in2 276.00 psi Center Span 23.50ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E Sxx CI Dip s Ibs 0.000 ft 11.562 ft 23.500 It Total Load -1.275 in 11.750 ft 221.16 1 LL LL K2 .2 Ibs Ibs 0.000 ft Span= 23.50ft, Beam Width = 5.125in x Depth =18.in, Ends are Pin -Pin Max Stress Ratio 0.951 : 1 Reactions... Left DL Right DL 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 562.50 #/ft #M #!ft Maximum Shear' 1.5 Allowable Shear. 3.17 k 3.06 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Ibs Ibs 0.000 ft 276.750 in3 Area 92.250 in2 0.000 Sxx Redd Allowable fb 263.28 in3 2,620.69 psi 0.00 in3 2,620.89 psi 0.00 in3 2,620.69 psi Right Support 12.79 k 46.323 in2 276.00 psi 9.78 k Bearing Length Req'd 2.935 in 9.67 k Bearing Length Req'd 2.903 in 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK 12.9 k 25.5 k a Left 9.78 k a Right 9.67 k Camber: a Left 0.000 in a Center 0.621 in Right 0.000 in Max 9.78k Max 9.67 k Dead Load Total Load 0.000 In 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 (3 Rev: 580004 General Timber Beam Description A/C # 4 & #5 General Information 1 Section Name 4x4 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density LTrapezoidalLoads #1 DL Left DL @ Right Summary Deflections Stress Calcs Bending Analysis CI( 34.195 Cf 1.500 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing G Supports Max. Left Reaction Max. Right Reaction 1 Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow ft) 1,313.45 psi Fb 1 35000 psi 3.500 in 3.500 in Sawn 1.000 Pin -Pin 50.000 pd 95.00 #/ft 95.00 #/ft Center Span... pead Load Deflection -0.449 In ...Location 4.000 ft ...Length/Deft 213.8 Camber ( using 1.6 • D.L. Deft) ... ofq Center 0.673 in Left 0.000 In Right 0.000 In Le Rb Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 8.00 ft Left Cantilever ft Right Cantilever ft Douglas Fir • Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi FcAllow 625.0 psi E 1,600.0 ksi 14.714 ft 7.104 Max Moment 0.78 k -ft 0.00 k -ft 0.00 k -ft Left Support 0.52 k 2.902 1n2 180.00 psi 0.35 k 0.35 k LL fa Left LL © Right Total Load -0.449 In 4.000 ft 213.82 Sxx CI Reactions... Left DL Right DL 7.146 1n3 0.000 Sxx Read 6.95 In3 0.00 in3 0.00 in3 Right Support 0.52 k 2.902 in2 180.00 psi #/ft #/ft Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Bearing Length Req'd Bearing Length Req'd Lu Lu Lu Start Loc End Loc Span- 8.00ft, Beam Width in 3.5001n x Depth = 3.51n, Ends are Pin -Pin Max Stress Ratio 0.973 : 1 Maximum Moment 0.8 k -ft Maximum Shear 1.5 Allowable 0.8 k -ft Allowable 0.78 k -ft at 4.000 ft Shear. 0.00 k -fl at 8.000 ft 0.00 k -ft 0.00 k -ft 0.80 fv 42.65 psi 0.35 k Fv 180.00 psi 0.35 k Camber. G Left 0.000 in Center 0.6731n Right 0.000 in Area 12.250 in2 Allowable lb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.160 in 0.160 in 8.00 ft 0.00 ft 0.00 ft 0.500 ft 7.500 ft Beam Design OK 0.5 k 2.2 k Left 0.35 k Right 0.35 k Max 0.35k Max 0.35 k pead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 In 0.000 in 0.0 0.0 tic Rev: 580004 General Timber Beam Description (e) purlin with New NC # 4 & #5 General Information Section Name 4x16 Beam Width 3.500 in Beam Depth 15.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 40.000pcf Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL Code Ref: 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 64.00 NM (VII 0/II Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E LL LL LL 22.25 ft Lu ft Lu ft Lu No.2 1,450.0 psi 95.0 psi 625.0 psi 1,700.0 ksi 200.00 ft/ft ft/ft #/ft 0.00 ft 0.00 ft 0.00 ft 15 1 V e a Point Loads Dead Load Live Load ...distance Summary Deflections fb 1,596.71 psi Fb 1,667.50 psi Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.5 • D. Center C Left Right Bending Analysis Ck 25.895 Cf 1.000 Center Left Support III! Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction 350.0 lbs lbs 4.500 ft Ibs Ibs 0.000 ft Dead Loa -0.2931n 10.947 ft 912.6 L. Den) ... 0.439 In 0.000 In 0.000 in Le 0.000 ft Rb 0.000 Max Moment 18.05 k -ft 0.00 k -ft 0.00 k -ft tft Left Support 4.55 k 41.653 in2 109.25 psi Ibs Ibs 0.000 ft Total Load -0.920 in 11.036 ft 290.33 Sxx CI C Right Support 4.24 k 38.791 in2 109.25 psi Ibs Ibs 0.000 ft Left Cantilever... Defection ... Length/Deft Right Cantilever... Deflection ... Length/Deft Ibs Ibs 0.000 ft T Ibs Ibs 0.000 ft Beam Design OK Span = 22.25ft, Beam Width = 3.500in x Depth = 15.25in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 18.1 k -ft Maximum Shear * 1.5 4.6 k Allowable 18.9 k -ft Allowable 5.8 k Max. Positive Moment 18.05 k -ft at 10 858 ft Shear: 02 Left 3.38 k Max. Negative Moment 0.00 k -ft at 22.250 ft Q Right 3.17 k Max © Left Support 0.00 k -ft Camber: © Left 0.000ln Max © Right Support 0.00 k -ft © Center 0.439 in Max. M allow 18.85 Reactions... © Right 0.000 in fv 85.26 psi Left DL 1.16 k Max 3.38 k Fv 109.25 psi Right DL 0.95 k Max 3.17 k Stress Calcs 135.661 1n3 Area 53.375 in2 0.000 d Allowable lb 129.90 in3 1,667.50 psi 0.00 in3 1,667.50 psi 0.00 in3 1,687.50 psi 3.38 k Bearing Length Req'd 1.546 in 3.17 k Bearing Length Req'd 1.450 in pead LoaQ Total Load 0.000 In 0.000 In 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Ibs Ibs 0.000 ft Rev: 580004 General Timber Beam Description (e) beam -A/C #4 & #5 General Information Section Name 5.125x18 Beam Width 5.125 in 18.000 in GluLam Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density talEtallIWOrnS 1 Full Leneth Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary Span= 23.50ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0971 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow Po 2,545.24 psi Fb 2,620.69 psi Deflections Center Span... Deflection ...Location ...LengthiDefl Camber ( using 1.5 • S Center C Left a Right Stress Calcs 1 Bending Analysis Ck 20.711 Le Cv 0.950 Rb Center © Left Support a Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 1 DL DL DL 1.150 Pin -Pin 40.000 pcf / f 057f % 635.0 lbs Ibs lbs Ibs Ibs Ibs 8.000 ft 0.000ft 0.000ft Dead Load -0.441 in 11.656 ft 639.8 D.L. Deft) ... 0.661 In 0.000 in 0.000 in 58.70 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 60.44 fv 143.52 psi Fv 276.00 psi 0.000 ft 0.000 Max Moment 58.70 k -ft 0.00 k -ft 0.00 k -ft Left Support 13.24 k 47.970 In2 276.00 psi Code Ret 1997/2001 NDS, 20002003 IBC, 2003 NFPA 5000. Base allowables are user defined 225.00 #M #/ft 4/ft Center Span 23.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 58.7 k -ft 60.4 k -ft at 11.468 ft at 0.000 ft Total Load -1.302 in 11.750 ft 216.85 LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 562.50 *ft *ft 4/ft Ibs Ibs 0.000 ft Maximum Shear 1.5 Allowable Shear. Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Deft Sxx 276.750 in3 Area 92.250 1n2 CI 0.000 Sxx Read Allowable fb 268.78 in3 2,620.69 psi 0.00 in3 2,620.69 psi 0.00 1n3 2,620.69 psi Right Support 12.94 k 46.869 1n2 276.00 psi 9.97 k Bearing Length Req'd 2.994 in 9.77 k Bearing Length Req'd 2 933 in 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 13.2 k 25.5 k Left 9.97 k Right 9.77 k Camber. � Left 0.000 in Center 0.661 in Right 0.000in 3.36 k Max 9.97k 3.16k Max 9.77k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 In 0.000 in 0.0 0.0 Ibs Ibs 0.000ft 16 1 Rev: 580004 Description NC # 6 u T General information ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 F n PA 5000. Base allowables are user defined Trapezoidal Loads \ �(QC36%3 fret #1 DL © Left 115.00 #/ft LL Left #fft Start Loc 0.000 ft DL t Right 115.00 #/ft LL © Right #/ft End Loc 4.500 ft Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Summary Deflections 1 3.500 in 3.500 in Sawn 1.000 Pin-Pin 50.000 pcf General Timber Beam Span= 8.008, Beam Width = 3.500in x Depth = 3.5in, Ends are Pin -Pin Max Stress Ratio 0.789 : 1 Maximum Moment 0.6 k -ft Allowable 0.8 k -ft Max. Positive Moment 0.63 k -ft at 3.264 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max © Left Support. 0.00 k -ft Max i Right Support 0.00 k -ft Max. M allow 0.80 Po 1,065.25 pal fv 43.42 psi Fb 1,350.00 psi Fv 180.00 psi Canter Span... Deflection ...Location ...Length/Defl Camber ( using 1.6 © Center Left Right LStress Cates Bending Analysis Ck 34.195 Cf 1.500 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Dead Load -0.338 In 3.776 ft 283.6 • D.L. Deft )... 0.508 in 0.000 In 0.000 In Le Rb 14.714 ft 7.104 Max Moment 0.83 k -ft 0.00 k -ft 0.00 k -ft Left Support 0.53 k 2.955 in2 180.00 psi 0.39 k 0.16 k Center Span 8.00ft Left Cantilever ft Right Cantilever ft Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Total Load -0.338 in 3.776 ft 283.61 Sxx CI Lu Lu Lu Maximum Shear' 1.5 Allowable Shear. © Left et Right Camber: © Left s +OL © Center N � © Right Reactions... Left DL 0.39 k Max Right DL 0.18 k Max 7.146 1n3 0.000 Sxx Real 5.64 in3 0.00 in3 0.00 in3 Right Support 0.24 k 1.344 in2 180.00 psi Lett Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Bearing Length Req'd Bearing Length Req'd Dead Loac 0.000 in 0.0 Area 12.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.178 in 0.074 in 0.000 in 0.0 8.00 ft 0.00 ft 0.00 ft Beam Design OK 0.5 k 2.2 k 0.39 k 0.16 k 0.000 in 0.508 in 0.000in 0.39 k 0.16 k 0.000 in 0.0 (7 Total Load 0.000 in 0.0 1 Rw: 580004 General Timber Beam Description (e) purlin with New NC # 6 General Information Full Length Uniform Loads Point Loads Section Name 4x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Deflections 780.0 Ibs Ibs 18.500 ft 1 DL DL DL 1.150 Pin -Pin 40.000 pd Ibs Ibs 0.000 ft 3.500 in 15.250 in Sawn Span= 21.25ft, Beam Width = 3.5001n x Depth =15.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow Po 1,488.63 psi Fb 1,667.50 pal Center Span... Pead Load Deflection -0.284 In ...Location 10.965 ft ...Length/Dell 965.6 Camber ( using 1.6 • D.L. Deft) ... Center 0.396 In Left 0.000 in C Right 0.000 In Stress Caics Bending Analysis Ck 25.895 Cf two 1 Center C2 Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction Le 0.000 ft Rb 0.000 Max Moment 16.83 k -ft 0.00 k -ft 0.00 k -ft iffl Left Support 4.10 k 37.506 in2 109 25 psi 3.06 k 3.64 k Code Ref. 1997/2001 NDS, 20002003 IBC, 2003 NFPA 5000. Base allowables are user defined' 64.00 #/ft 10/ft 40/ft Center Span 21.25 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 1,450.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,700.0 ksi Ibs Ibs 0.000 ft 0.893: 1 16.8 k -ft 18.9 k -ft 18.83 k -ft at 10.965 ft 0.00 k -ft at 21.250 ft 0.00 k -ft 0.00 k -ft 18.85 fv 93.02 psi Fv 109 25 psi Total Load -0.788 in 10.710 ft 324.56 Sxx CI LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft 200.00 #!ft (Mt #/ft Maximum Shear Allowable Shear. Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Camber: 0.94 k 1.52 k 135.661 1n3 Area 0.000 Sxx Redd 121.11 in3 0.00 in3 0.00 in3 Right Support 4.98 k 45.443 in2 109.25 psi Ibs Ibs 0.000 ft * 1.5 Bearing Length Req'd 1.400 in Bearing Length Req'd 1.665 in 1 Left tp Right el Left Center Right Max Max 53.375 in2 Allowable Po 1,667.50 psi 1,667.50 psi 1,667.50 psi 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 5.0 k 5.8 k 3.06 k 3.64 k 0.000 in 0.396 in 0.000 in 3.06 k 3.64 k Pead Load Total Load 0.000 In 0.000 in 0.0 0.0 0.000 In 0.000 in 0.0 0.0 Ibs Ibs 0.000 ft l 8 ' Rev: 580004 Description (e) beam -A/C #6 General Information Section Name 5.125x18 Center Span 23.50 ft Lu Beam Width 5.125 in Left Cantilever It Lu Beam Depth 18.000in Right Cantilever ft Lu Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.150 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 40.000pct E 1,800.Oksi Full Length Uniform Loads Summary Deflections Center Left Cantilever Right Cantilever ft) 2,370.91 psi Fb 2,620.89 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. Center © Left Right Bending Analysis Ck 20.711 Cv 0.950 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing € Supports Max. Left Reaction Max. Right Reaction 1 DL DL DL Point Loads _ / 1 ('�yj� i / 2. Dead Loa 240. Ibs Ibs Ibs Live Load lbs Ibs Ibs ...distance 8.000 ft 0.000 ft 0.000 ft pead Load -0.390 In 11.656 It 723.3 L Deft ) 0.585 In 0.000 In 0.000 in Le 0.000 ft Rb 0.000 Max Moment 54.68 k -ft 0.00 k -ft 0.00 k -ft Left Support 12.31 k 44.588 1n2 276.00 psi General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base aliowables are user defined r rl )aL?X21 g- %Ptxci •S 215.00 #/ft LL 537.50 #/ft #/ft LL #/ft #/ft LL #/ft Total Load -1.213 In 11.750 ft 232.57 Right Support 12.19 k 44.171 in2 276.00 psi Ibs roe 0.000 ft Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...LengthlDefl Ibs Ibs 0.000 ft Sxx 276.750 in3 Area 92.250 in2 CI 0.000 Sxx Read Allowable ft 250.37 in3 2,620.69 psi 0.00 in3 2,620.69 psi 0.00 in3 2,620.69 psi 9.30 k Bearing Length Req'd 2.792 in 9.22 k Bearing Length Req'd 2.769 in 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK Span= 23.50ft, Beam Width = 5.1251n x Depth = 18.1n, Ends are Pin -Pin Max Stress Ratio 0 1 Maximum Moment 54.7 k -ft Maximum Shear • 1.5 Allowable 60.4 k -ft Allowable 25.5 k Max. Positive Moment 54.68 k -ft at 11.856 ft Shear: @ Left 9.30 k Max. Negative Moment 0.00 k -ft at 0.000 ft at Right 9.22 k Max © Left Support 0.00 k -ft Camber. © Left 0.000 in Max © Right Support 0.00 k -ft © Center 0.5851n Max. M allow 60.44 Reactions... © Right 0.000 in iv 133.40 psi Left DL 2.99 k Max 9.30 k Fv 276.00 psi Right DL 2.91 k Max 9.22 k 12.3 k pead Load To -I Load 0.000 In 0.000 In 0.0 0.0 O.000 In 0.000 In 0.0 0.0 ( Ibs Ibs 0.000 ft Stress Calcs r/ty� i c GNU 6 1 lablikAt 2060. 752.56"" riiirtiii i i i r it iiii irtrrir752.56"ft RI = 22189.670% • ; 1 l • 7523°1" 7523°1" 1 ! j rr'riiriiriii tit riritiiiiiri ► itiiiitrriirrrtt 7523 RI = 21667.757)0 57.50 ft Mmax = 327163.844tft at 29.49 ft from left 57.50 ft fatcL 5 #/c 6 240. f Mmax = 311954.67 k -ft at 28.80 ft from left Rr = 23139.062M Rr = 21840.9753 Description 17601 Southcenter Parkway Tukwila, WA 98181 Latitude = 47.606 deg North Longitude = 122.331 deg West Location : Seattle, King County, WA 98181 Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s Site Coefficients Fa & Fv (using straight -line interpolation from table values) Fa = 1.00 Fv = 1.50 Sim =Sms* 2!3 S = S Mi 2/3 = 1.065 0.556 = 1.597 g, 0.2 sec response S 1 = 0.556 g, 1.0 sec response MSc)! "°v 580012 ASCE 7 -02 Earthquake Load Calculations Occupancy Category ASCE 7 -02 Table 1 -1, 2003 IBC Table 1604.5 "11" : All Buildings and other structures except those listed as Category 1, 111, and 1 Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4 Seismic Use Group = i ASCE 7 -02 Table 9.1.3 Ground Motion ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 Site Classification ASCE 7 -02 Table 9.41.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D ASCE 7 -02 9.4.1.2.4, 2003 IBC 1615.1.2 Maximum Considered Eartguake Acceleration ASCE 7 -02 Equation 9.41.2.4 -1 & 2, 2003 IBC Equations 16-38 & 16 -39 S Ms = Fa • Ss = 1.597 SM1 = Fv • S1 = 0.834 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2 - -3 /BC 16151.3 Seismic Design Category = D ASCE 7 -02 9.421, 2003 /BC 1616.3 (SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 -02 Table 9.52.2, 2003 IBC Tab/e1617.6.2 NOTE! See ASCE 7 -02 for all applicable footnotes. Response Modification Coefficient " R " = 0.00 Building height Limits System Overstrength Factor " Wo " = 0.00 Category "A & B" Limit: Limit = Deflection Amplification Factor " Cd " = 0.00 Category "C" Limit: Limit = Category "D" Limit: Limit = Category "E" Limit: Limit = Category "F" Limit: Limit = G= 0.50 Wood Screws Size #6 #7 #8 #9 #10 #12 #14 #16 Diameter 0.138" 0.151" 0.164" 0.177" 0.190" 0.216" 0.242" 0.268" W 98 107 117 126 135 154 172 191 W' 70 76 84 90 96 110 123 137 V11* 105 115 125 135 145 165 184 205 W140 80 153 167 180 19 220 246 273 W 210 89 229 251 270 289 330 369 410 W245 100 268 293 315 338 385 430 478 W 280 306 334 360 386 440 492 546 VII* 350 382 418 450 482 550 615 683 W' 420 459 502 540 579 660 738 819 G= 0.50 Wood Screws Size #6 #7 #8 #9 #10 #12 #14 #16 Diameter 0.138" 0.151" 0.164" 0.177" 0.190" 0.216" 0.242" 0.268" 20 ga. 54 55 58 - - - - - 18 ga. 73 74 78 - - - - - 16ga. 77 86 97 108 - - 14 ga. 80 89 101 118 Rg 148 142 - 12 ga. 89 97 110 126 136 167 174 - 10 ga. 100 108 121 137 148 179 193 - Withdrawal Load for Wood Screws: W - W p (product of adjustment factor per Table 10.3.1) _ (W)x(p)x( CD Ca Ct Ceo Cm) W : (from NDS Table 11.2A) p = effective thread penetration (in) :assume 2/3 of Wood Screws Length. CD: C a : C 1.60 (Wind /Earthquake) 1.00 (see NDS Table 10.3.3) 1.00 (see NDS Table 10.3.4) AdJ. Factor= 1.07 C C : Lateral Load for Wood Screws: Z' = Z (product of adjustment factor per Table 10.3.1) = Z CD C11 C1 C9 Ca Cea Cta Z: (see NDS Table 11K) CD = 1.60 (Wind /Earthquake) C = 1.00 (see NDS Table 10.3.3) C = 1.00 (see NDS Table 10.3.4) C = 1.00 (see NDS 10.3.6) Adj. Factor= CA = C = Cm = Cm = 1.07 (see NDS Table 11M) 0.67 (see NDS 11.5.2) Min. 4D Req'd 1.00 (see NDS Table 10.3.3) (see NDS Table 11.2B) 1.00 " Length 1.50 " Length 2.00 " Length 49Q" Length 3.50 " Length 4.00 " Length 5,00 " Length 6,00 " Length 1.00 (4D per NDS Table 11.5.1A) 0.67 (see NDS 11.5.2) 1.00 (see NDS 11.5.3) 1.00 (see NDS 11.5.4) 10D Penetration Min. If less than 10D Penetration multiplied p /10D : 2L/3 1.50 " Length 1.00 " 2.00 " Length 1.33 " 2.50 " Length 1.67 " 3.00 " Length 2.00 " tar Length 2.33 " 4.00 " Length 2.67 " Mir G= 0.50 Lag Screws Size 1/4 1/4 5/16 5/16 3/8 3/8 7/16 1/2 Side Member 1.5" 3.5" 1.5" 3.5" 1.5" 3.5" 3.5" 3.5" W 225 225 266 266 305 305 342 378 W 156 156 184 184 211 211 237 262 W 234 132 234 277 277 317 317 356 393 W 312 176 312 369 369 423 423 474 524 W 468 468 553 553 634 634 711 786 W 546 176 546 645 645 740 740 830 917 W 624 624 738 738 846 <WO 948 1048 W 780 780 922 922 1057 1057 1186 1310 W 936 936 1107 1107 1269 1269 1423 1572 G= 0.50 Lag Screws Size 1/4 1/4 5/16 5/16 3/8 3/8 7/16 1/2 side Member 1.5" 3.5" 1.5" 3.5" 1.5" 3.5" 3.5" 3.5" Z 110 110 130 130 130 130 190 240 2' 88 88 83 83 69 69 87 96 Z' 132 132 125 125 104 104 130 144 Z' 176 176 166 166 139 139 174 192 2' 176 176 208 208 208 208 261 288 2' 176 176 208 208 208 co 304 384 Z' 176 176 208 208 208 208 304 384 Withdrawal Load for Laq Screws: W = W p (product of adjustment factor per Table 10.3.1) = (W)x(p)X( CD CM Ct Cp Ctn ) W : (from NDS Table 11.2A) p = effective thread penetration (in) :assume 2/3 of Lag screws length. CD : 1.60 (Wind /Earthquake) C : 1.00 (see NDS Table 10.3.3) C : 1.00 (see NDS Table 10.3.4) C, : 0.65 (see NDS 11.5.2) Min. 4D Req'd C : 1.00 (see NDS Table 10.3.3) AdJ. Factor= 1.04 Lateral Load for Lag Screws: Z' = Z (product of adjustment factor per Table 10.3.1) = Z C C C 2: (see NDS Table 11 K) CD = 1.60 (Wind/Earthquake) C = 1.00 (see NDS Table 10.3.3) C = 1.00 (see NDS Table 10.3.4) AdJ. Factor 1.60 (see NDS Table 11.2A) 1 " into main member 1.5 " into main member 2 " into main member 3 " into main member 3.5 " into main member 4 " into main member 5 " into main member 6 " into main member 80 (see NDS Table 11J) 1 " into main member 1.5 " into main member 2 " into main member 3 " into main member 4 " into main member 5 " into main member MIX, SUGGESTED ALLOWABLE PULLOUT AND SHEAR VALUES FOR SCREWS IN POUNDS MI %) GAUGE THICKNESS, INCHES 08 SCREW DIA. - .135 IN. MIN. a8 SCREW DIA. - .181 IN. MIN. 110 SCREW DIA. El .183 IN. MIN. 012 SCREW DIA. dB .209 IN. MIN. PULLOUT, LBS SHEAR, LBS PULLOUT, (.8S SHEAR, LBS PULLOUT, 185 SHEAR, LBS PULLOUT, LBS SHEAR, LBS 25 22 20 18 18 14 12 0.0188 0.0283 0.0348 0.0451 0.0588 0.0713 0.1017 37 52 85 136 183 N/A N/A 137 181 207 274• 320 N/A N/A N/A 88 98 149 184 N/A N/A N/A 194 251• 327• 388 N/A N/A N/A N/A 129 184 241 349 404 N/A N/A 272 371 N/A N/A 121 192 287 370 509 N/A N/A 287 421 825 857 718 517 547 NOTES: . 1. Values for 25 and 22 gauge are based on uhimate values divided by a safety factor of throe. Values for 20 through 12 gauge based on ksser of the ultimate value divided by a safety factor of 3 and the allowable bearing capacity per AISI Para. E3.3 for single shear and no washer. Pa - Fp•dla. • thickness /2.22 . Fu so 45 ksi for 25, 22, 20 arid 18 gauges and Fu - 85 kW for 18, 14 and 12 gauges. 2. Values with astern ( Indicates bearing capacity governs. Those with N/A indicate screw Is not typically used with that gauge thicknese. 3. Suggested minimum of 0.50' edge margin and spacing for I8, I8 , 010 and 912 screws. Distances based an AISI paragraph E3.1 . 4. Engineer should confirm screws ultimate failure data and the appropriate factor of safety for a particular loading condition. 6. When joining materials of different gauges the value for the thinner material shall be used. SUGGESTED ALLOWABLE FILLET AND FLARE GROOVE WELD LOADS IN LBS/INCH GAUGE THICKNESS WELD ALLOWABLE LOAD SIZE 20 0.0346 1/8' 487 lb / in 18 0.0451 1/8' 809 Ib /in 16 0.0568 1 /8' 1104 lb/In 14 0.0713 1/8' 1390 lb/in 12 0.1017 5/32' 1983 lb / in NOTES: 1. Valdes may be increased by 1.33 for wind or seismic. 2. When /Dining materials of different gauges the value for the thinner material shall be used. 3. Values are based upon Fu, the ultimate tensile strength of the material, with the allowable bad - 0.75101Fu1/2.5 per AISI Section E2. 4. Fy - 33 Kai and Fu - 45 ksi for 20 and 18 gauge. Fy - 50 ksi and Fu - 85 kW for 18, 14 and 12 gauge. I THIS PAGE IS NOT INCLUDED IN ICBO ES REPORT #4389P ..0_-1, YCD_ 1 -1, YCD_ 1-2 .238 MA 54" 5 1918" DOWNFLOW CONDENSATE DRAIN CONN 1.00 NPT LOW HEAT .50 (12.3MM) NPT OAS INLET HIGH HEAT .75 (19.0MM) NPT GAS INLET 4 1/4" 4 114" —+V 121 11/18" AGOG— LHI BUILDING DOWNFLOW ISOMETRIC- PACKAGED GAS / ELECTRIC 1915/18" 28 3/4' 28 7/18" DOWNFLOW-PENATRATION TOPS5 Dimension DrwMng 8413/18" 2.00 (50.8MM) DIA. HOLE (UNIT POWER WIRE) TRAM Mt 5Cg' Utz tt 875 (22.2MM) DIA. HOLE (UNIT CONTROL WIRE) Accessory Accessary Econanizer Motorized Outside Air Damper Manuel Outside it Damper Oversized Motor Hit, Efficiency Motor Hid, Static Drive ThruiheBase Ele rival • 230 lb Unit Mounted Circuit Breaker 10.0 Ib Unit Mounted Disconnect Power Exhaust Hinged Doors Zone Sensor LPG Conversion Klt Powered Comenlence Outlet 38.0 Ib Roof Curb • 235.0 b BASE UNIT WEIGHTS CORNERWEIGHTS CENT ER OF GRAFITY SHIPPING NET OA OB © © E F I 2052.0 lb 721.0 b I 552.0 b 351.01b 458.01b 53' 33" .D 1. YCD_ 1 -1, YCD_ -1 -2 240AM CORNER WEIGHT ACCO -- LHI BUILDING RIGGING AND CENTER OF GRAVITY TRAM INSTALLED OPTIONS NET WEIGHT DATA NOTE: 1. CORNER WEIGHTS ME GIVEN FOR INFORMATION ONLY. 2. TO ESTI MATE SHIPPING WEIGHT OF OPTION /ACCESSORIES ADD 5 LBS TO NET W EIG 3. NET WEIGHT OF OPTIONAL ACCESSORIES SHOULD BE ADD TO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT USTED ME < 5LBS. 5. W EIGHT ARE OF BASE UNIT ONLY. FOR TOTAL WEIGHT. 10 DIGIT FACTORY INSTALLE OPTION (ECONOMIZER APC /OR OVERSIZED MOTOR OR FIOP /ACCESSORY WEIGHT MUST BE ADDED. TOPSS Dimension Drawrg (a €19) C2t ) tha * * UNIT HEIGHT 11 A 1 13 1 18 TONS STANDARD HIGH EFFICIENCY 11407/8" II 1812" 1 17,5 TON STANDARD EFFICIENCY II 407/8" 111812" 1124 12' 112412" 1 1 1 17.5TON HIGH EFFICIENCY 11487/8' 18.5 AND 10 TONS STANDARD AND HGH EFFICIENCY 1t 48 71S" 358 "1 32 4 • .:4.Y GS* .01:14AM EVAPORATOR SECTIONACCESS PANEL —\ CONDENSATE DRAIN 3/P -14 NPT DM. HOLE 17 1/2" 412" 17 1/2" 37/8' 47 7/8" 4" BC l 11" RETURN Fes— 275/8" SUPPLY 03/4 J THROUGH THE BASE GAS DOW NF LO W- PENETRATION 181/4" 88 5/8" HORIZONTAL - PENETRATION ISOMETRIC - PACKAGED COOLING ACCO -- LHI BUILDING AS CONNECTION 45'8 TOP PANEL CONDENSER FAN z r — CONDENSER COIL TRAIN! UNIT CONTROL W IRE 7/I' DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8" DIA HOLE UNIT POWER VV IRE CONTROL AND COMPRESSOR ACCESS PANEL TOPSS Dimension DrWirp Al 14CIpaTC .Mari nusCaO"nIC A CC .Matwo .,.v nrn.mr.n nnn..n .nr- .,,..M in• r..r.n.. r..n, ._.._ AIR FLOW RIGHT - PACKAGED COOLING HORIZONTAI AIRFLOW ACCESSORY W EIGHTS • ECONOMIZER 36.0lb MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRICREUEF .I OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST THRCUGHT THE BASE ELECTRICAUGAS 13.OIb UNIT MOUNTED CIRCUIT BREAKER 5.0 lb UNIT MOUNTED DISCONNECT POWEREDCONVENENCE OUTLET 313.01b ■__ HINGED DOORS �— HAIL GUARD SMOKE DETECTOR, SUPPLY /RETURN NOVAR CONTROL DEHUMIDIFICATION MT GAS REHEAT) COIL a f 1 ROOF CURB STAINLESS STEEL HEAT EXCHANGER r_ .__ _.. __. _ � qq qq .11 - 'i..�rL BASIC UMT WEIGHTS CORNER WEIGHTS n CENTER OF GRAVITIV SHIPPING + PET AO 1 317.00 II © I 2B1.Ob II © 177.010 r 202.010 , (E)LENGHT I )WIDTH 41" I 21` 1063.0 lb BSBO © .1. C -1 -1 ,AM lett 4 CORNER WEIGHT ACCO -- LHI BUILDING -�- TRAM INSTALLED ACCESSORIES NET W EIGHT DATA C@ NOTE 1. CORNER WEIGHTSARE GNEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. NET WEIGHT SHOULD BE ADDEO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. . t. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY TOPSS Olmensian Drw C i oar) oe4-44' ct Jab') .46:25 AM DOWNFLOW CONDENSATE DRAIN CONN 1.00 NPT .50 (12.3MM) NPT GAS NLET (VC'180 -H -.75 (19.0MM) NPT) (VC'210 -H -.75 (19.0MM) NPT) 4 1/4" 4 1/4" --41 SERVICE GAUGE PORT ACCESS COO — DII BUILDING DOWNFLOW ISOMETRIC - PACKAGED GAS / ELECTRIC 18 11/16" 2212" 267/16" L + 82716' 54 11/16' e v DO WN FLOW - PENATRATION TOPSS Dintisian Droving TRAM Wick .875 (222MM) DIA HOLE 70 13/16" - UNIT CONTROL WIRE) / / 2.00 (50.8MM)DIA HOLE (UNIT POWER WIRE) Accessory Accessory Economizer 65.0 lb Motorized Outside Air Damper Manual Outride air Damper Oversized Motor Hit El *ciency Motor High State Ddve Thu the Base Electrical 23.O Ib Unit Mounted Circuit Breaker 10.O Ib Unit Mounted Disconnect Power Exhaust Hinged Doors ZmeSensor LPG Conversion Kit Powered Conrvenbnce Outbl 38.O Ib Roof Ctrb 235.0 CO BASE UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAFITY SHIPPING NET OA I O Q Q E F i2033.0Ib 1865.0 lb 800.0 395.0b 288.0 lb 404.0Ib 43' 29" n ice') .26AM c 0 Wrap Aareab CORNER WEIGHT ACCO -- LHI BUILDING RIGGING AND CENTER OF GRAVITY TOPSS Dimension Graving TIMM WO LA INSTALLED OPTIONS NET WEIGHT DATA ' ` NOTE: 1. CORNER WEIGHTS ME GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT OF OPTION /ACCESSORIES ADD 5 LBS TO NET WEIGI 3. NET WEIGHT OF OPTIONAL ACCESSORIES SHOU-D BE ADD TO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE < 5 LBS. 5. WEIGHT ARE OF BASE UNIT ONLY. FOR TOTAL WEIGHT, 10 DIGIT FACTORY INSTALLS OPTION (ECONOMIZER ADD /OR OVERSIZED MOTOR OR FIOP /ACCESSORY W EIGHT MUST BE ADDED. SPECIESANO COMMERCIALGRADE SRE CLASSIFI. CATION ALLOWABLE UNIT STRESSES U• UNDER S WHICH GRADED EXTREME FRIER IN SENDING 4 Parallel mOnin 9, Hodi Sheer 9, Comptes. to OraM F m Commas- lo Greln s, MODULUS ELASTICITY E 11 Single. member Uas RFgtitiv • member Uses DOUGLAS FIR - LARCH DOUGLAS FIR -LARCH Dense Select Structural Select Structural Delve No. 1 No. 1 Dense No. 2 No. 2 No. 3 Appearance Stud or surfaced r to 4 thick 2' to 4' wide green. Used 2450 2100 2030 1750 1700 1450 800 1750 800 at 199e max. 2800 2400 2400 2050 1950 1650 925 2050 925 m.c.) 1400 1200 1200 1050 1000 850 475 1050 475 95 93 95 95 95 95 95 95 95 730 625 730 625 730 625 625 625 625 1850 1600 1450 1250 1150 1000 600 1500 600 qAa«« aga7m 25-2 23.3 and 25-4 (Sec footnotes 2 through 9. 11, 13, 15 and 16) Construction Standard Utility 2' to 4' Mick 4' wide 1050 600 275 1200 675 325 625 350 175 95 95 95 625 625 625 1150 925 600 1,500,000 1500,000 1,500.000 Dense Select Structural Select Structural Dense No.1 2' to 4' thick 2100 1800 1800 Ivy) J 1 1 2400 2050 2050 17Sn L 1 . '1 • 59 §§!| e 95 95 95 9s 730 625 730 A/c s 6jy 1650 1400 1450 IIM 1 1 1 1 1,900.000 1,800,000 1,90,00 t nm Mil uJ I,o 1 i t n3211e ` r. wide, and Stud Appearance, - In /r5 1500 11)0 1750 !/5 100 YS 95 b2) 625 675 150 1 , 111 1,80,00 — Date Select Structural Select Stream, Nana No. 1 Berms and whin la 1900 1600 1550 — — _ E7 85 85 85 730 625 730 625 1100 1100 925 1,600,0 1,700,000 1,60.000 25 -3 footnotes ( S e fou9) Dame Bella Structural Select Structural Dense No. 1 No.1 Pats and Timbers12 1750 1500 1400 120 — — — — @® 85 85 85 85 - 730 625 730 625 1350 1150 120 1000 1,700.000 1,600,000 1,700,000 1,60,00 Select Da Commercial Da Decking 1750 1430 200 1650 — — — — 625 62 5 - 1,8 1,70,000 0,000 00,030 1,70,000 Dense Select Structural Select No. 3 Structural Dense No. l De. I Dense .2 No.2 No. 2 Beams and Stnngen 12 1850 1600- 50 1350 1000 — — — — 1100 775 675 425 83 85 85 85 730 730 625 625 § !!e■■ #A7 7q7 rq§.§1 u1 (See footnotes 2 through 10) Dense Select Structural Select StruMural Dense No. 1 No. 1 Dense No. 2 No. 2 Posts and Timbers 12 Aqa — — — - 110 1000 950 825 305 55 In 730 625 730 625 730 1350 1150 1200 100 550 Selected Decking Commerdd Decking Decking — — 2000 1650 — — — — 1,80,000 1.70.000 Selected Commercial Decking k Decking — — 2150 180 Outfaced a 1f% ma m.e. and made 15b mu. me./ 1.90.000 1,900,000 • *Ki +lc. TABLE 140.25•A•1 —ALLOWABLE UNIT STRESSES—STRUCTURAL LUMBER 'Continued) Allowable Unit Stresses for Structural Lumber— VISUAL GRADING (Normal loading. See also Section 2504) (Continued) Pus° vl 2 2 0 3 -10 Ton PrecedenuM Convertible Packaged Rooftop (Y C) Job Information ACCO - LHI BUILDING Unit information Tag Quantity Model number Unit Function Unit Efficiency Airflow Voltage Design airflow Elevation Airflow application Refrigeration System Option Min. unit operating weight Max. unit operating weight MotorlElectrical information* Voltage Design ESP Max available ESP Direct drive speed Supply Fan/Motor Drive Indoor mtr operating power Indoor rpm Indoor motor power Outdoor motor power Compressor power System power Operating EER SEER/EER @ ARI IPLV @ ARI MCA MOP Compressor 1 RLA Compressor 2 RLA Condensor fan FLA Evaporator fan FLA REVIEWED FOR CODE COMPLIANCE A nnralrluCf JUL 13 2.006 City fTukwila riikitqTMI 2 YSC120A4RLA -D0 DX cooling, gas heat Standard efficiency Convertible configuration 460/60/3 4000 cfm Downflow Standard refrigeration system 987.0 Ib 1297.0 Ib 460/60/3 0.50 in H2O Standard drive motor 2.19 bhp 948 rpm 2.00 kW 0.68 kW 9.30 kW 11.98 kW 10.2 EER 11.3 {PO! 26.90 A 35.00 A 9.50 A 7.40 A 2.80 A 4.60 A Product Version 2002.09.04.1 FILE COPY Cooling Information Pi • /Tonnage t Cooling EDB pooling EWB Ambient temperature Cooling LDB Cooling LWB Cooling LDB with reheat Gross total capacity Gross sensible capacity Gross latent capacity Net total capacity Net sensible capacity Net sensible heat ratio Net sensible heat ratio w /reheat Evaporator face area Evaporator face velocity Dew Point Temp Evap coil leaving air temp (DB) Evap coil leaving air temp (WB) Heating information Heating Capacity Input htg capacity Output htg capacity Output htg capacity w/fan Heating EAT Heating LAT Heating delta T TREWE' on Dehumidification information Reheat Capacity Cooling LDB with reheat Net sensible heat ratio w /reheat on Reheat Temp Rise --Evap Coil-leaving air temp (DB) Evap Coil leaving air temp (WB) Dew Point Temp Leaving Unit Rel Humid w /Reheat Moisture Removal (gal/hr) 120 -10 Ton 80.00 F 67.00 F 95.00 F 60.55 F 58.29 F 118.73 MBh 93.39 MBh 25.36 MBh 111.90 MBh 86.56 MBh 0.77 Number 12.36 sq ft 324 ft /min 58.67 F 57.57 F Low gas heat capacity- ph3 150.00 MBh 121.50 MBh 127.07 MBh 70.00 F 98.40 F 28.40 F • 56.88 F RECE CITY O Il 05 0C PERMITCENT • Electrical values provided are estimated only and are subject to change without notice and may differ from nameplate values. Field installed low or high static drive kits may be needed Please check the fan performance tables in the product catalog for application ranges. M M rV-I1 Precede: 4Y C) Items: Y_C -T Oly 2 Tags: Y C -1, Y C -1.1 547806 7:51:14AM 35/8"— j L I 4 EVAPORATOR SECTION ACCESS PANEL-\ CONDENSATE DRAIN 314" -14 NPT DAN. HOLE 171/7 412" 97/8' 2751" 47 71" 4" 1/8" 11" RETURN 33' • SUPPLY ./ 40314" 17 1/7 275/8' ----�1 J THROUGH THE SASE GAS DO W N F LO W- PENETRATION HORIZONTAL - PENETRATION ISOMETRIC - PACKAGED COOLING ACCO— LHI BUILDING AS CONNECTION 498" TOP PANEL CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 71" DIA. HOLE ERVICE GAUGEPORT ACCESS 1 31" DIA HOLE NIT POWERWIRE ONTROL AND COMPRESSOR ACCESS PANEL TRANE' UNIT HEIGHT 1 A i 8 18 TONS STANDARD HIGH EFFICIENCY 407/8' 17.5 TON STANDARD EFFICIENCY 4071" 17.5 TON HIGH EFFICIENCY 148 71" I85AND 10TONS STANDARD AND HGHEFFICIENCY 4571" 1 18 181)2" 1 2412" I I241 )2" I TOPSS Dimension Draang ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REOUEST. NR FLOW RIGHT - PACKAGED COOLING HORIZONTAL NR FLOW Page: 1 GENERAL QOM Modd: YSC12M Unit Operating Voltage: 1144508 Unit Primary Voltage: 180 Unit Secondary Voltage WA Unit Harts 80 Unit Phase: 3 'EER: '102 Standard Mob MCA: 281 MFS: 310 MCB: 35.0 Oversized Motor MCA: 'N/A M S ' NIA MCB: WA Fled Hataied Oversized Motet MCA WA MFS: N/A MC& WA HEATING PERFORMANCE HEATING - GENERAL DATA Heating Model: Low Heeling Mo del : 150,000 Heating Output (Btu): 121,500 Gas heel POSSUM Nabrel Gas(MINMx): /.5 /14.0 LP plinAex) 10.0 Gas Pipe Connectlon See: 3/ INDOOR MOTOR Sardad Motor Number '1 Horsepower: 3.0 Mda Speed (RPM): 1,750 Plum 3 Ful Lead Amps: 1,80 Locked Rabr Amps: 420 Oversized Motor Number Horsepower Mob Speed (RPM): Phase Full lead Amps: Locked Rota Amps: - FleMlratdled Oversized Motor WA Number: 'N/A N/A Horsepower: WA WA Motor Speed (RP In N/A N/A Phase N/A N/A Full Lad Amp: N/A WA Locked RotorAmps: WA COMPRESSOR Circuit 12 Number: 1 Horsepower: 5.1/19 Phase: 3 Rated Load Amp: 9.5/7.4 Locked Rotor tamps: 810/460 OUTDOOR MOTOR Number. ' 1 Haespw&: 0.75 Metre Speed(RRMX 1,075 Phase: 1 Ful Loed Amps: 28 Lacked Rotor Amp: 8.8 POWER EXHAUST ACCESSORY (3) (Feld installed Power Exhaust) Phase: N/A Horsepower: W Mohr Speed (RPM): N/A Ft8 Lad Amps: WA Locked Robr Amps: WA FILTERS Type: Number Recommended • aaway 4 20Y25YT REFRIGERANT (2) Typ 1 R -22 FaotaY Charge 7.2 Orut 12 5.3 7 Pr.cedat(Y newer. Y_C ( Qty. 2 Tags: V C -1, V C -1 -1 5/4Q 7:51:15 AM ACCO — UII BUILDING 'ELECTRICAL / GENERAL DATA Aft I I A t` s NOTES: 1. Maximum (1IACR) Chant Breaker sizing Is to inselations In She Weld Sees only 2. Rehigsmnt Margo e n aproximatevalue. Fa• more pads. value see unit nameplate end aervte insaueaans. 3. WAN does not Mdua Power Exhaust Axeesay. 4. Value hdudes oversized mob. 5. Value does not Include Power EzharetAwessay. (LEER Is medal ARI condtons and in accadanoe lath DOE test procedures. TOPS$ Demenial Draeig ALL HEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 2 Precedat(Y C) Rens:Y -1 O(y. 2 Tags: Y C -/. Y C -1 -1 94/23067:51:15AM �aaaaaaaaaaaar• O W RS% K7 CORNER WEIGHT ACCO — LHI BUILDING INSTALLED ACCESSORIES NET WEIGHT DATA NOTE 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. a NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. t. WEIGHTS FOR OPTIONS NOT USTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY TOPSS Dimension Draping ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page:3 ACCESSORY WEIGHTS I ECONOMIZER 38.01b MOTORIZED OUTSIDE MR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC REUEF _ OVERSIZED MOTOR _. .. .... BELTDRWEMOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICALXNAS 13.01b UNR MOUNTED CIRCUIT BREAKER 5.01b UNIT MOUNTED DLSCONPECT POWERED CONVEMENCE OUTLET 3 &01b HINGED DOORS HAL GUARD SMOKE DETECTOR. SUPPLY /RETURN • NOVAR CONTROL _ _ DEHUMDFICATION (HOT GAS REHEAT) COIL ROOF CURB 115.0 lb STAINLESS STEEL HEAT EXCHANGER BASIC WIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVTTIY' SHIPPING I NET o 1317.0b I ©I 177.0lb (E)LE3NGHT (F)WIDTH 106ao lb 195 &ob I O 1251.0b I ©I 202.0 lb 41 I 21• Precedat(Y C) Rens:Y -1 O(y. 2 Tags: Y C -/. Y C -1 -1 94/23067:51:15AM �aaaaaaaaaaaar• O W RS% K7 CORNER WEIGHT ACCO — LHI BUILDING INSTALLED ACCESSORIES NET WEIGHT DATA NOTE 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. a NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. t. WEIGHTS FOR OPTIONS NOT USTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY TOPSS Dimension Draping ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page:3 Precede %(Y C) OEM: V C - 'I ay 2 Tag.: V C -1, Y C -1 -1 5141'p05 1:51:16 AM CLEARANCE 36" CLEARANCE 36" ACCO— WI BUILDING CLEARANCE 48" CLEARANCE 36" HORIZONTAL - PACKAGED COOLING CLEARANCE 88 5R" DOWNFLOW- PACKAGED COOLING CLEARANCE CLEARANCE FROM TOP OF UMT Tr TOPSS Dieenim Oreaing ALL HEIGHTS AND DIMENSIONS ME APPROXIMATE. CERTFIED PRINTS ME AVAILABLE UPON REQUEST. Page 4 Pre siet(Y C) hays: Y C -1 Oy. 2 Tage:Y C-1. Y C-1 -1 5Vf20067:51:16AM Donlan Duaaaatlirig •F M Fa.taea AI Ferps• I VC ACCO — LNI BUILDING 33 3/ ‘,„ S‘ ACCESSORY - DUCT CONNECTIONS TRANS' TOPES Dimension Drarng ALL WEIGHTS AND DIMENSIONSARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 5 receden (Y C) IIem:Y - Y Qty. 2Tage: Y C -1, Y C -1.1 5428067:51:18 AM 49 7B- 34318" 18 vt -- ACCO — LHI BUILDING ACCESSORY - ROOF TOP CURB 8Y -9 sr- 1• 181? 3438' ACCESSORY -ROOF TOP CURB 1• TRANE' TOPSS Dunwwcn Draeirg ALL NEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 8 Precedent recedeit(Y C) Items: Y_C - ON: 2 Tags: Y C- 1,YC4.1 SQ/200e7:51:18AM ACCO LIB BUILDING ACCESSORY - ECONOMIZER HOOD TOPSS Dimereicn Drawing ALL WEIGHTS ANO DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. TR/WE' Page: 7 • Precede (Y C) . rxr.Y C -I Qty 2 Tags:Y C -1.Y C -1 -1 SW2006 7.51:17AM ACCO -1111 BUILDING TRANE 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 br 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 /orARl testing procedures. All units shall be factory assembled, internally wired, fully changed with R -22, and 100% run-tested before leaving the factory. Wiring internal to the unit shall be colored and numbered br simplified identification. Units shall be UL listed and labeled, classified In accordance to ANSIZ21.47 for gas fired central furnaces and UL 1995 /CAN /CSA No. 236 -M90 for central cooling aircondtioners. Canadian units shall be GSA certiied. Compressors UNts shall haw direct- drive, hermetic, scroll type compressors with centrifugal type dl 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. Internal overloads shall be provided with the scroll compressors. Crankcase heaters shall be standard on the 036 and the 090. Refrlgera nt Circuits Each refrigerant circuit offers a choice of independent fixed orifice expansion device or thermal expansion valve. Service pressure ports, and refrigerant lime 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 In shall be standard. Cols 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 haw a patent pending 1+1+1 hybrid design with slight gaps for ease of clearing. A removeable, reversible, double - sloped condensate drain pan is standard. Provision for through the be condensate drain is standard. Gas Heating Section The heating sectbn 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 br 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 thennostat/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 dock for power wiring. Units shall provide an external bcatron for mounting a fused disconnect device. A choice of microprocessor controls or electromechanical controls shall be ineffable. Microprocessor controls provide for all 24 volt control functions. With the microprocessor controls, the resident control algorithms shall make all heating, coding, and /or ventilating decisions in response to electronic signals from sensors measuring indoor and outdcor temperatures The control algorithm maintains accurate temperature control. minimizes drift from set point, and provides better building comfort A centralized microprocessor shalt 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 lugs or terminal bbck br power wiring. Unit shall have single point power entry as standard. Indoor Fan TOPSS Dimension DVS% ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 1 P"rawaat (Y Cl . Rene: Y C -1 Qty 2 Tags: Y C-1. V C4 -1 94/20067:5/:17M4 ACCO — U4I BURDING Units ofer a choice of direct -drive, FC centrifugal fans or belt driven, FC centrifugal fans with adjustable motor sheaves. Units with be 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 shal 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 wkh ASTM B117. Cabinet construction shall allow for all maintenance on one side of the unit. Sen$ce panels shall have Iiting handles and be removed and reinstalled by removing only a single fastener white providing a water and air tight seal. All 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 112 lnch [12.7mm), 1 pound 1.45 kg) density fol- faced, cbsed - cell.material. All insulation edges shall be ether 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 [28.13mm[ high downflow supply -retum openings to provide an added water Integrity precaution, 1 the condensate drain backs up. The base of the unit shal have provisions for forkift and crane lifting, with forklift capabiikies 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 avaiable with or without barometric reief. The assembly includes fully modulating 0100% motor and dampers, minimum position setting, preset linkage, wiring hamess with plug, and fixed dry bub control. Optional solid state enthalpy control shall be either factory or leld instaled. The factory- installed economizer arrives in the shipping position and shall be moved to the operating position by the instaling contractor. Through the Base Electrical with Circuit Breaker This option Is a factory- installed thermal magnetic, molded case, HACR Circuit Breaker with provisions for through the base electrical comections. The circuit breaker wilt be installed in a water tight enclosure in the unit with access through a swinging door. Factory wiring will be provided tom the switch to the unit high voltage terminal dock. The circuit breaker will provide overcurrent protection, be sized per NEC and UL guidelines, and be agency recognized by UL/CSA. Powered orUnpowered Convenience Outlet This factory- installed option is a GFCI, 120d15amp, 2 plug, convenience outlet, either powered or unpowered. When the convenience outlet is powered, a service receptacle disconnect wit be available. The convenience outlet is powered from the line side of the disconnect or circuit breaker, and therefore wil not be affected by the position of the disconnect or circuit breaker. Return/Supply Air Smoke Detector Smoke detector shall be factory installed photoelectric smoke detector mounted in the return air section (with or without the economizer or motorized damper option), AND/OR in the supply air fan compartment. The detector will be wired for continuous power whenever the unit is energized. Upon detection of smoke, the detector wil shut down all unit operations. Local codes may dictate the location of detectors. Note: Due to the shipping position of the economizer or motorized damper, the return air smoke detector will not be completely factory installed. The wring harness for the detector will be routed and tied off in the fan compartment for shipping. The smoke detector and barometric damper hood will also be installed in a shipping position in __lhelansompartment. Roof curb The roof curb shall be designed to mate with the unit's downflow supply and return openings and provide support and a watertight installation when installed properly. The roof curb design shall allow field - fabricated rectangular supply /retum ductwork to be connected directly to the curb. Curb design shall comply with NRCA requirements. Curb shat be shipped knocked down for field assembly and shal include wood nailer strips. TOPSS Dineneim Drawn° ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 2 Job Information nCCO -- LHI BUILDING Unit Tag Quantity Model number Product Type Airflow Configuration Three Phase Cooling Capacity Electrical Characteristics Standard Factory Installed Options Motor /Electrical 12 1/2 -25 Ton Packaged Uuita JEDV`JEDtf FOR, CODE CO D C\ of 1r1 Design airflow Elevation Min. unit operating weight Max. unit operating weight Electrical Characteristics ESP Indoor mtr operating power Indoor rpm Indoor motor power Outdoor motor power Compressor power System power Operating EER SEER/EER @ ARI IPLV @ ARI MCA MFS or Max Circuit Breaker Compressor motor 1 RLA Compressor motor 2 RLA Evaporator fan FLA Condenser fan count Condenser fan FLA 5/4/2006 o nnnuFn JUL 13 2006 YCD_ -1, YCD_ -1 -1, YFD300B4L0 Product Type Downflow 300B: 25 T, Std. Eff. 460/60/3 W/O factory options 10000 cfm 2082.0 Ib 2491.0 Ib 460/60/3 0.50 in H2O 7.26 bhp 857 rpm 5.91 kW 2.35 kW 22.77 kW 31.02 kW 9.7 EER 9.8 IPLV 58.00 A 70.00 A 17.90 A 17.90 A 8.60 A 2.00 Each 2.90 A Product Version 2002.02.22.1 RECEIVED cITY OFTUKWILA JUI_ 0 5 nos PERMIT CENTER c as /Elec Rooftop - Dedicated MANE' PILE (COPY, Cooling lithadt4tian F Cooling EDB Cooling EWB Ambient temp Cooling LDB Cooling LDB w /reheat Cooling LWB Gross total capacity Gross sensible capacity Gross latent capacity Net total capacity Net sensible capacity Net sensible heat ratio Net sensible heat ratio w /reheat on Evaporator face area Evaporator face velocity Dehumidification Information Heating Information Type of Heat Input htg capacity Output htg capacity Output htg capacity w/fan Heating EAT Heating LAT Heating delta T FIOPS Stainless steel heat exchanger 80.00 F 67.00 F1 cmfssl0nq 95.00 F , 62.08 F *tpt 58.57 F 289.99 MBh 218.24 MBh 71.75 MBh 269.82 MBh 198.07 MBh 0.73 % 26.00 sq ft 385 ft/min Reheat Capacity Cooling LDB w /reheat Net sensible heat ratio w /reheat on Reheat Temp Rise Evap coil leaving air temp (DB) Evap coil leaving air temp (WB) Dew Point Temp Leaving Unit Rel Humid w /Reheat Moisture Removal (gaUhr) 56.37 F Low heat 250.00 MBh 203.00 MBh 221.50 MBh - 700 F 89.20 F 19.20 F Without stainless steel heat exchanger • Electrical values provided are estimated only and are subject to change without notice and may differ from nameplate values. Field installed low or high static drive kits may be needed. Please check the fan performance tables in the product catalog for application ranges. AAUP-Vi9 GENERAL PERFORMANCE Tone: 25 Unit Operating Voltage Range: 414606 Unit Primary Voltage: 480 Unit Secondary Voltage( - Unit Herbs 80 Unit Phase: 3 EER: 9.7 Standard Motor Min inn Cirwt Anpacly. 58.0 Maximum Fuse Sias: 700 Maximum (HkCR)Cituit Breaker: 70.0 GAS HEATING Heatng Models: Law Hering Input(Btuh) 250,000 1st Stage Input: Heating Output MtuM) 203,000 1st Stage Output MInfrAex. Gas Input - Pressure Natural or LP: 2.50/ 14.00 Gas Cannecton Pipe Sire: 12' 175,000 142900 COMPRESSOR Circuital Number: 1 Wraepower: 10.0 Phi. 3 Rated Load Amp: 17.9 Locked Robr Amps: 124.0 Mark a2 1 10.0 3 17.9 124.0 INDOOR MOTOR Number. 1 Hoaepaver 7.5 Moor Speed (RPM): 3,470 Phase 3 Full Load Amps: 8.8 Locked Raor Amps: 74.0 OUTDOOR MOTOR Mamba: 2 Horsepower: 1.0 Motor speed(RPM): 1,125 Phase: 1 Full Load Amps: 19 Locked Robr Amps: 9.3 POWER EXHAUST (Field Metaled Power Exhaust) Horsepower. N/A Motor Speed (RPM): N/A Phew MA Full toad Amps: NIA Locked Rota Amps: WA COMBUSTION BLOWER MOTOR (Gas -Fired Heating aly) Itnepo%er: .10 Motor Speed SlPM) 2,800 Phase. 1 FJI LoadAmps: .m LockedRotor Amps: 2.0 FILTER Type. Throwaway Furnished: Yes Number 4/4 ReconmendedShe: 2052052'/ 2rx25Y2" REFRIGERANT Cirait in Type: R -22 Factory Charge: 17.0 Circuit 12 R -22 17.0 • 'Voyager YCD Herne: VCD_ -1 Qty 3Tags VCD_ -1. YCD_ 1 -1, VCD_ 1 -2 5/42006 7:4238AM 5. Value does not irclude Power ExMuetAaessay. 6 EER is rated at AM conditions ard in accordncewith DOE test procedtres. ACCO -1111 BUILDING ELECTRICAL / GENERAL DATA NOTES: 1. Maximum (HACK) Cirwi Breaker sizing is to instillations in the United States mly. 2. Rek erent charge is an approximate value. For a more precise value, see unit namepbb ard sewb instructions. a Value does nct include Power ExhaustAccessecy. 4. VSaeJndtdesoveostrad mots. TRAII/E TOPSS Dimasial Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 1 . • Wenger rqD• tubs: YCD -1 QM 3Tags: VCD =1, VCD_ 1.1 YCD_ 1 -2 5/4200 7:4238AM 5 15115 DOWNFLOW CONDENSATE DRAIN CONN 1.00 NPT LOW HEAT .50 (12.3MM) NPT GAS INLET HIGH HEAT .75 (19.OMu1) NPT GAS INLET 121 11/18" ACCO U11 BUILDING DOWNFLOW ISOMETRIC - PACKAGED GAS / ELECTRIC 8413/18" DO WNFLOW- PENATRATION TOPSS Dimension Draining ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. tr 2.00 (50.8MM) DIA. HOLE (UNIT POWER WIRE) TRAM' 875 (22.2MM) DIA. HOLE (UNIT CONTROL WIRE) Page: 2 Vdleger YCD Rents: YCD-1 Qty 3Taga _ YCD_ 1, YCD_-1 - 1, YCD 4 - 2 5/420087:4239AM CLEARANCE FROM THE TOP OF UNIT 72' (1828.8mm) CLEARANCE er (1727.2mm) CLEARANCE BP (1524mm) ACCO — U11 BUILDING DOWNFLOW - PACKAGED GAS /ELECTRIC CLEARANCE CLEARANCE 38' (914.4mm) DOWNFLOW - PACKAGED GAS /ELECTRIC ROOF OPENING CLEARANCE TOPSS Dimension Droning ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. CLEARANCE 48' (12192mm) TRAN` Page: 3 Accessory Accessory Economizer Motorized Outside Mr Damper Manual Outside air Dapper Oversized Motor HIg i Efficiency Motor High Sac [Nye Thru he Base Electical 23.0 lb Urit Mounted C Breaker 10.0 Ib Urit Mounted Disconnect Power Exhaust Hinged Doors Zone Sensor LPG Conversion Kit Powered Conwenle.ce Outlet 38.0 Ib Roof Cab . 235.0 b BASEUNIT WEIGHTS CORNERWEIGHTS CENTER OFGRAFRTY SHIPPING NET OA I 0 © DO E F I 2082.0 ID 721.0 D 5520D 351.010 4 158010 53' 33': Y/owger YCD items: YCD -1 Qty. 3Tags: YCD_ 1, YCD -1 -1, YCD_ 1 -2 5(420067:4240 AM CORNER WEIGHT ACCO — UM BUILDING RIGGING AND CENTER OF GRAVITY TOPSS Dimension Draping ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ME AVAILABLE UPON REQUEST MOMS INSTALLED OPTIONS NET WEIGHT DATA TRANE NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT OF OPTION /ACCESSORIES ADD 5 LBS TO NET WEIGHT. 3. NET WEIGHT OF OPTIONAL ACCESSORIES SHOU.D BEADO TO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4 WEIGHTS FOR OPTIONS NOT USTED ME < 5 LBS. 5. W EIGHTAI€ OF BASE UNIT ONLY. FOR TOTAL WEIGHT, 10 DIGIT FACTORY INSTALLED OPTION (ECONOMIZER APD /OR OVERSIZED MOTOR OR Ft OP /ACCESSORY W EIGHT MUST BEADOED Page: 4 F z 0 0 m z 0 Z m 0 C m A o A 33 9 O Fa N 87/8' DETAIL A lI L_J THRU THE BASE ELECTRICAL 58" 77 7/8' J cm 7 318" THRU THE BASE GAS SEE DETAIL A ACCESSORY -THRU THE BASE ELECTRICAL AND GAS THRU THE BASE ELECTRICAL THRU THE BASE GAS ACCESSORY -THRU THE ROOF CURB ELECTRICAL AND GAS m P g 0 0 B 2 6 2 CO 1 13/16'• 22 1/4" -- --4s- — 23110 mil— 1" 1 l 13/16 1 + - 28 9/ 16 " •I— 1" 5/8" 7 7 - 1 69 £ /2" 1 Bans: YCD -1 ay. 3 Tags: YCD_ 1, YCD -1 -1, YCD - -1 -2 5 7:4241 AM — 80 1 13/16' ACCO– U11 BUILDING ACCESSORY -ROOF CURB ACCESSORY- DOWNFLOW DUCT CONNECTIONS TOPSS Dimension Draairg ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 6 • Wycger V`D. Items. VCD_ 1 Qty. 3 Tags: VCD_ -1, VCD_ -1 -1, VCD_ -1 -2 5/4/2CO3 7:4241 MI ACCO — WI BUILDING TRAM' General- Downflow Airflow ''nits will be dedicated downflow airflow. Operating range will be between 115 deg F [46.1 deg C] and 0 deg F [ -17.8 deg C] aling as standard from the factory. Cooling performance will be rated in accordance with ARI testing procedures. The unit will be factory assembled, internally wired, fully charged with R -22 and 100 percent run - tested before leaving the factory. Wiring internal to the unit will be colored and numbered for simplified identification. Units will be UL listed and label, classified in accordance to ANSIZ21.47 for gas fired central fumaces and UL 1995 / CAN/CSA No. 236 -M90 for central cooing air conditioners. Canadian units are CSA certified. Casing- Downflow Unit Unit casing is constructed of zinc coated, heavy gauge, galvanized steel. All components are mounted in a weather resistant steel cabinet with a painted exterior. Unit's surface will be tested 500 hours in a salt spray test in compliance with ASTM B117. Cabinet construction allows for all maintenance on one side of the unit. Service panels have lifting handles and are removed and reinstalled by removing one to three screws while providing a water and air tight seal. The indoor air section is complete with fire resistant, permanent, odorless glass fiber material. The base pan has no penetrations within the perimeter of the curb other than the raised 1 1/8" [28.6 mm] high supply /return openings to provide an added water integrity precaution should the condensate drain back up. The base of the unit has provisions for forklift and crane lifting. Controls for 12 1/2.25 Ton Unit with Dual Compressors Unit is completely factory wired with necessary controls and contactor pressure lugs br power wiring. Units will provide an external location for mounting fused disconnect device. Micro-processor controls are 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 temperature. The control algorithm maintains accurate temperature control, minimizes drib from set point and provides better building combrt. A centralized micro-processor will provide anti -short cycle timing for a higher level of machine protection. 121/2 -25 Ton Unit with Dual Refrigerant Circuits The two independent refrigerant circuits wii have short orifice expansion deuces, service pressure ports and refrigerant line r driers as standard. An area will be provided for replacement suction line driers. Evaporator and Condenser Coils for 121/2-25 Ton Units w /Dual Compressors Internally finned 3/8" [9.53 mm] copper tubes mechanically bonded to configured aluminum plate fin are standard. Coils are leak tested at the factory to ensure the pressure integrity. The evaporator coil and condenser coil are leak tested to 200 psig [1379 kPa] and pressure tested to 450 psig (3192.8 kPal. The evaporator coil is intermingled. Indoor Fan and Motor for 12 1/2 -25 Ton Unit Unit will haw an FC, centrifugal fan with a belt driven, adjustable sheave, thermally protected motor. The unit will have an adjustable idler ann assembly for quick adjustment of fan belts and motor sheaves. Filtersfor 12 1/2 -25 Ton Units 2" [50.80 mm], throwaway titers will be standard. Low Gas Heat Capadty for 121/2 -25 Ton HI Eff Unit The unit will have a two stage, low heat option. The heating section wii haw a drum and tube heat exchanger design using corrosion resistant steel components. A brced combustion dower will supply premixed fuel to a single burner ignited by a pilotless hot surface ignition system. In order to provide reliable operation, a negative pressure gas ■alive will be used that requires blower operation to initiate gas flow. On an initial call for heat, the combustion blower will purge the heat exchanger 45 seconds before ignition. After three unsuccessful ignition attempts, the entire heating system wil be bcked out until manually reset at the thermostat. Unit wit be suitable for use with natural gas as standard or converted to use with propane (field installedkit]_andslso complies with California requirements br low NOx emissions. Roof Curb The roof curb will be designed to mate with the downflow unit and provide support and a watertight installation when installed )erly. The roof curb design will allow field - fabricated rectangular supply /return ductwork to be connected directly to the curb. `barb design will comply with NRCA requirements. Curb will ship knocked down for field assembly and include wood nailer strips. Through the Base Electrical with Circuit Breaker TOPSS Dimersian Droving ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 1 • Voyager VD Hens. YCa -1 , Qty. 3 Tags: YCD 4, YCD=1 -1, YCD_ 1 -2 , S4ldxo 7.4241 AM ACCO— LHI BUILDING Factory installed thermal magnetic, molded case, HACR Circuit Breaker with provisions for through the base electrical ^onnections will be included. The circuit breaker will be installed in a water tight enclosure in the unit with access through a inging door. Factory wiring will be provided from the switch to the unit high voltage terminal block. The circuit breaker will provide overcurrent protection, be sized per NEC and UL guidelines, and be agency recognized by UUCSA. This option is mutually exclusive with the disconnect switch. 120 Volt/15 Amp. Convenience Outlet - Powered The unit will have a factory installed GFCI, 12015 amp, 2 plug, convenience outlet, powered. A service receptacle disconnect will be available. Outdoor Fan for 15 -25 Ton Standard Efficiency Units The outdoor fans will be direct - drive, statically and dynamically balanced, draw through in the vertical discharge position. The fan motors will be permanently lubricated and will haw built in thermal overload protection. FIOPS Return /Supply Air Smoke Detector Smoke Detector shall be factory installed photoelectric smoke detector mounted in the return air section (with or without the economizer or motorized damper option), AND/OR in the supply air fan compartment. The detector will be wired for continuous power whenever the unit is energized. Upon detection of smoke, the detector wiN shut down all unit operations. Local codes may dictate the location of detectors.Can also be used with field - installed manual or motorized fresh air dampers. If an economizer is to be field - installed, modifications will be required to the smoke detector for installation. NOTE: Due to the shipping position of the economizer or motorized damper, the Retum Air smoke detector will not be completely factory installed. The wiring hamess for the detector will be routed and tied off in the fan compartment for shipping. smoke detector and barometric damper hood (downfow units) will also be installed in a shipping position in the fan compartment. Once the economizer is positioned and secured, the smoke detector installation can be completed per the FIOPS installers Guide provided with the unit. NOTICE: The return air smoke detector may not fit up or work properly on packaged unitary gas/electric rooftop units when used in conjunction with 3rd party accessories (such as bolt on heat wheels, economizers and power exhaust). Do not order the return air smoke detector when using this type of accessory. TOPSS Dimension Draping ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page 2 /a y is later F Copy Rent No. REVIEWED FOR CODE COMPLIANCE JUL 1 3 2006 Of tikwiln R!I milt' I fit ') !1TgfifA CITYOFTUI RECEIVED JUL 0 5 2006 PERMITCENTER • • L HEATING A COOLING Product Data 48DP /DPE /DR /DRE Single- Package Rooftop Units Electric Cooling /Gas Heating 12 to 18 Nominal Tons Single- Package Rooftop Units with • Turbo- TubularTh' heat exchanger • Induced draft fan • Alumagard' heat exchanger coating • Cycle -LOC•" compressor anticycle protection Features /Benefits Convertible vertical dis- charge units with reliable, efficient performance Easy maintenance and installation All units are shipped in the vertical dis- charge configuration for fit -up to standard roof curb. Convenient duct openings in the base pan permit side - by-side or concentric duct connec- tions without requiring internal unit modifications. Units may be converted to horizontal discharge with the use of the horizontal supply /return adapter curb assembly. Gasketing is provided with the roof curb for watertight installation. Compact and self- contained, the units are readily transported, rigged and installed. A low - voltage termi- nal block makes control wiring con- nections quick and simple. Designed with the service technician in mind, the combustion section viewport, located on the unit side panel allows full visibility of flame opera- tion at a safe distance from flue gases. The efficient in -shot bumers and all Ignition components are contained in a compact assembly that is easily removed for service and maintenance. n 0 0- Efficient operation, depend- able performance The 48DR014 and 48DP020 units feature 2 compressors and 50% and 90% capacity steps. The 48DPE/ )RE014 and 48DP/DR016 units use the rugged Canter 06D compressor with multiple steps of capacity control. Part -load operation provides high energy efficiency and lower utility costs. All compressors are equipped with crankcase heaters, intemal linebreak for protection against overcurrent and overtemperature conditions and Cycle - LOC" compressor protection. Solid - state Cycle -LOC" circuit prevents compressor short cycling by shutting off compressor 1f any safety device trips. Aerodynamically - designed con- denser fan orifice increases airflow, reduces turbulence and dampens sound level while minimizing operating costs Weather - resistant cabinet is coated with pre - painted polyester finish to ensure long life and good looks. Indoor fans are belt driven with adjustable drive on the 12 and 15 ton units for quiet and efficient opera - .A n. The 18 ton unit has fixed drives th a factory- supplied alternate drive. Outdoor fans are direct driven, permanently lubricated and positioned for quiet, efficient vertical discharge. In addition, Indoor fans are capable of moving ample air quantities and achieving high external static pressures suitable for the most demanding applications. Computer designed coils feature staggered copper tubes for increased operating efficiency. Fins are ripple edged for strength and double waved for higher efficiency. Safety Is assured with the redundant gas valve. Both the pilot valve and the main gas valve are in series within one valve body. When there is no call for heat, the main gas valve and the pilot valve block passage of gas to the pilot light and main bumers. Turbo- Tubular' heat exchangers optimize heat transfer for improved efficiency. The tubular design permits hot gases to make multiple passes across the path of the supply air. In dition, turbulators inside the heat changer tube act as baffles, forcing the hot gases to stay in dose con- tact with the cell walls and improving heat transfer. The extra thick Alumagard" heat exchanger coating 48 — Gas Heat DP — Standard Heat DR —HIah Heat — Standard Efficiency E —High Efficiency r provides corrosion resistance and ensures long life performance. The induced draft combustion sys- tem eliminates the unsightly appearance of flue stacks, and diminishes the effects of winds on heating operation. The heat exchanger operates under negative pressure, and if any leakage should occur, the flue gases are drawn outside and will not enter the supply air. Fuel is never wasted with the inter- mittent pilot ignition. The pilot flame is Ignited only on a call for heat. Dur- ing the heating mode, the indoor fan relay automatically starts the indoor fan after the heat exchanger warms up This prevents cold air from enter- ing the supply air when the condi- tioned space is calling for heat. Runaway gas conditions are elimi- nated and safe operation is guar- anteed. The pilot flame is proven at the bumer farthest from the igni- tion source, rather than at the ignition source itself. If pilot flame malfunc- tions and does not reach sensor, the main gas valve will not open. Table of contents The system utilizes a flame rectifica- tion sensor which quickly senses pilot flame and ignites burners almost Instantaneously. Since the sensor is quick to react to any flame outage or system failure, fast shutdown is a certainty. Heating safety controls assure de- pendability. Limit switches shut off gas valve If excessive temperatures should develop. Centrifugal switch shuts down main gas valve in case of insuffi- cient combustion air. A rollout switch de- energizes the gas valve on flame rollout. Manual outdoor air damper can be preset to provide up to 25% out- door air for year -round ventilation. Units equipped with optional or acces- sory economizer have a thermostati- cally controlled, fully modulating damper which admits up to 100% out- door air and provides low -cost cool- ing Enthalpy control governs economizer cooling changeover to provide lowest cost operation in mild weather. Page Model Number Nomenclature 2 ARI Capacities 3 Physical Data 4 -6 Options and Accessories 6 Base Unit Dimensions 7 Accessory Dimensions 8 Selection Procedure 9 Performance Data 10,11 Electrical Data 12 Typical Piping and Wiring 13 Typical Wiring Schematic 14 Controls 15 Application Data 16 Guide Specifications; 17,18 Model number nomenclature 48 DP E 014 - 5 TT - Voltage 1 — 575 -3-60 5 — 208/230-3-60 6 — 460 -3-60 Nominal Capacity 014 — 12 Tons 016 — 15 Tons 020 — 18 Tons UNIT 48 TOTAL kW NET COOLING CAPACITY (Btuh/hr) STANDARD CFM IPLV EER BELS DR014 18.6 142,000 5,000 7.8 70 8.4 DPE,DRE014 15.6 144,000 5,000 10.4 90 84 DP,DR016 21 7 178,000 6,000 10.1 8.2 — DP020 27 6 212,000 7,200 8.1 8.2 — UNIT 46 HEATING INPUT (Btuh) OUTPUT CAPACITY (Btuh) TEMPERATURE RISE (F) AGA STEADY STATE EFFICIENCY ( %) DPE014 154,000 123,000 15 -45 80 DR/DRE014' 115,5001231,000 183,000 22 -55 79 DP016' 115,500/231,000 183,000 22 -55 79 DR016' 115,500/270,000 216,000 22-55 80 DP020' 115,500/270,000 216,000 15 -45 80 6' k ) ARI capacity ratings LEGEND BELS — Sound Level (1 bel = 10 decibels) EER — Energy Efficiency Ratio IPLV — Integrated Part -Load Value Rated in accordance with ARI Standard 360 -86. HEATING CAPACITIES AND EFFICIENCIES Ratings are net values, reflecting the effects of circulating fan heat. Rat- ings are based on: Cooling Standard: 80 F db, 67 F wb Indoor entering air temperature and 95 F db air entering outdoor unit Physical data UNIT SIZE 46 014 OPERATING WT (Ib) DR DPE DRE Al/Ar Unit AI /Cu Cu/Cut Economizer Alternate Motor and Drive Roof Curb 1400 1480 1550 1570 1650 1730 110 5 200 1590 1670 1750 COMPRESSOR Oil (oz) Number Capacity Steps ( %) Hermetic — 2 Cylinders 2 76 ea 50,100 Semi- Hermetic — 6.Cylinders 1 152 67,100 REFRIGERANT Charge (Ib) Sys 11., Sys 2 R -22 8 3, 8.4 R -22 21.3, — REFRIGERANT METERING DEVICE Upper Circuit No....Length (In.)...ID /OD Lower Circuit No. ...Length (in.)...ID /OD 8 44 ..0 065/0 125 7...35 ..0 065/0.125 apillary Tubes 6 25. 0.055/0125 6..25. 0 055/0.125 6. 25 .0 055(0.125 — CONDENSER COIL Rows Fins/In. Total Face Area (sq ft) Copper Tubes, 3 13 6 Al or 12 4 Cu 18 9 Aluminum or Copper Plate Fins 3 13.6 Al or 12.4 Cu 18.9 CONDENSER AIR FAN Nominal Cfm Number...Diameter (In.) Motor Hp (1075 Rpm) Watts Input (Total) Prope 8000 2.. 22 1 1400 er Type, Direct Drive 12,000 2 ..26 1 2672 EVAPORATOR COIL Rows Fins/In. Total Face Area (sq ft) Copper tubes, 3 156 AI or 142 Cu 13 8 uminum or Copper Plate Fins 3 156 Al or 142 Cu 16.5 EVAPORATOR FAN Quanti .Size (in.) Nominal Cfm Rpm Range 9 a Maximum Allowable Rpm Motor Pulley Pitch Diameter (In.) Fan Pulley Pitch Diameter (In.) Belt, Quantlty...Type...Length (In.) Speed Change per Full Turn of Movable Movable Pulle g Full RpTurns from Closed Position Factory Setting — Full Turns Open Factory Speed Setting (Rpm) Motor Hp (Service Factor) Motor Frame Size Std Opt Std Opt Opt Std Opt Std Opt S d Opt Centrifuga, 2. 10 x 10 5000 805 -1093 978 -1265 1550 2.8 -3.8 3.4 -4.4 8.0 1 ..V 41 58 57 5 3.5 1 3 (5.15) x1. 56 Adjustable Belt Dnve 2...10 x 10 5000 805.1093 978 -1265 1550 2 6.3 8 3.4.4.4 6.0 1 V..41 58 57 5 3 1092 3 (115) 56 56 FURNACE SECTION Rollout Switch Cutout Temp (F)** Burner Orifice Diameter (In. ...drill size) Natural Gas Pilot Orifice Diameter (In....drill size) Natural Gas Thermostat Heat Anticipator Setting 208/230; Stg 1/Stg 2 460• Stg 1/Stg 2 Gas Valve Quantity DR DPE ) DRE 1, 98/44 1.2/44 2 190 113 33 .064...52 98/ — 1.2/ — 2 98/44 1 2/44 2 HIGH - PRESSURE SWITCH Cutout (p ig) Reset (pig) 426 320 LOW- PRESSURE SWITCH (Liquid Line) Cutout (psig) Reset (pslg) 27 67 ) AIR INLET SCREENS Economizer, Quantity...Size (In.) 2..20 x 25 x 1 1.20x20x1 RETURN AIR FILTERS (Type) Ouantlty...Size (In.) 10°k Efficient 2 16 x 20 x 2 4 16x25 x2 — 2 -in. Disposable Fiberglass I 2...20 x 20 x 2 3.,16x 2 ,16x2520 x x 2 2 Physical data UNIT SIZE 48 016 020 OPERATING WT (Ib) DP DR DP AI /AI' Unit AI /Cu' Cu/Cu• Economizer Alternate Motor and Drive Roof Curb 1570 1650 1730 1590 1670 1750 110 - 200 2100 22.30 2440 COMPRESSOR 011 (oz) Capacity Steps ( %) Semi- Hermetic - 6 1 152 67,100 Cylinders 2 152 ea 50,100 REFRIGERANT Charge (Ib) Sys 1t, Sys 2 R -22 21.2 R -22 17.0, 17.0 REFRIGERANT METERING DEVICE Upper Circuit No....Length (In.)...ID /OD Lower Circuit No....Length (In.)...ID /OD 6 .40 6 .20. 6 .20 Capillary Tubes ..0.065/0.125 0.055/0 125 . 0.055/0 125 - 13..25...0.055 /0.125 13.. 25. 0.055/0 CONDENSER COIL Rows Fins/In. Total Face Area (sq H) 13 Copper Tubes, Aluminum or 3 6 Al or 12.4 Cu 18 9 Copper Plate Fins 4 13.6 AI or 12.4 Cu 22.2 CONDENSER AIR FAN Nominal Cim Number...Dlameter (In.) Motor Hp (1075 Rpm) Watts Input (Total) Propeller Type, Di 12,000 2 28 1 2672 ect Drive 11,400 2...26 1 3000 EVAPORATOR COIL Rows Fine/in. Total Face Area (sq f) 14 Copper Tubes, Aluminum or 3 3 Al or 13.1 Cu 16 5 Copper Plate Fins 4 14.4 Al or 13.1 Cu 17.9 EVAPORATOR FAN Quantity -Size (In.) Nominal Cfm Rpm Range Maximum Allowable Rpm Motor Pulley Pitch Diameter (In.) Fan Pulley Pitch Diameter (In.) Belt, Ouantlty...Type...Length (In.) S Movable h g Pulley (Rppm) Movable Pulley Max Full Turns from Closed Position Factory Setting - Full Turns Open Factory Speed Setting (Rpm) Motor Hp (Service Factor) Motor Frame Size Std Opt Std Opt Std Opt Std Opt Opt Std Opt t Std Opt Centrifugal, Adjustable 2...10 x 10 6000 916-1186 1158 -1428 1550 3.4 -4.4 4.3 -5.3 6.4 6.4 1 ..V 43 1.. V.. 45 55 5 3.5 977 1240 3 (1 15) 56 - Belt Drive 2 .12 x 12 7200 F,P Pulley A - 846 F P Pulley B - 1058 1550 Pulley A - 3.2 Pulley B - 4.0 6 6 - 2...V.. 48 - - - 1050 058 5 (1_15) 184T - FURNACE SECTION Rollout Switch Cutout Temp (F)" Burner Orifice Diameter (In.... rill size) Natural Gas Pilot Orifice Diameter (In. ...drill size) Natural Gas Thermostat Heat Anticipator Setting 208/230; Stg 1/Stg 2 460; Stg 1/Stg 2 Gas Valve Quantity DP I DR DP 98/44 1.2/ 44 2 190 113...33 .064...52 98/.44 1 2/.44 2 .98/.44 1.2/44 2 HIGH - PRESSURE SWITCH Cutout (pei) Reset (pslg) 426 320 LOW - PRESSURE SWITCH (Liquid Line) Cutout (psi) Reset (pslg) 27 67 AIR INLET SCREENS ...Size In.) Economizer, Quantity...Size ( 2.20 x 25 x 1 1. 20 x 20 x 1 RETURN AIR FILTERS (Type) Quantity...Size (In.) 10% Efficient - 2 in. Disposable Fiberglass 2 20 x20x2 3 16 x 20 x 2 2 .16 x25x2 6' FP - Fixed Pitch 'Indoor coil fin material /outdoor coil fin material. "Rollout switch is manual reset. tSystem 1 consists of upper portion of outdoor coil and lower portion of indoor coil. UNIT 48 WEIGHT (ills OF CORNER DIMENSIONS (ft In.) 1 2 3 4 A B DPE014 424 361 345 440 3-5 3. 3 DP016 400 316 377 477 DR, DRE014 429 366 350 445 3 2 3- 2 DR016 405 319 382 484 DP020 389 454 675 582 2 -9 3-10 REM OPTION' ACCESSORY} integrated Economizer With Hood X X Two - Position Damper With Hood X Barometric Relief Damper X Optional Motor and Drive X Roof Curb X Remote Control X Thermostat and Subbase X Time Guards Circuit X Motormaster• Head Pressure Control ( -20 F Ambient) X Power Exhaust X Winter Start Relay X Pressure Operated Unloader X Physical data (cont) ) 4 3 0 0 A 6 2 WEIGHT DISTRIBUTION AND CENTER OF GRAVITY Options and accessories 'Factory Installed YFleld Installed • • Base unit dimensions 25% AIR OR ECONOMIZER HOOD 6' II it SS 0 7 3 "ANDS DIAM K 0 (FIELD POWER WIRING) 3S AND 1t DIAM R 0. (FIELD POWER WIRING) B"OIAM K 0 (FIELD CONTROL WIRING) 0 if OIAM K GAS ENTRY NPT "Wien • p��e�� ep RETURN AIR HOOF KING SUPPLY AIR ROOF OPENING tar ELECTRICAL ENTRANCE 1' -8 ALTERNATE RETURN AIR OPENING I #HOLE (4 PLACES) L0• 7' -7 COMPRESSOR END CONDENSER COIL MINIMUM CLEARANCE TO COMBUSTIBLES 0 INDOOR AIRFLOW $ OUTDOOR AIRFLOW 0 CCO AIR FAN CONDENSER AIR FAN , 1 ALTERNATE AIRFLOW L -104 t 7 2b SPACE REQUIRED FOR SERVICE AND AIRFLOW COMPRESSOR END 9 FPT DRAIN CONNECTION " DIA DRAIN HOLE REAR VIEW Y -0" 25% AIR /ECONOMIZER HOOD BURNER SECTION ACCESS PANEL UNIT CONTROL 80K /GAS VALVE ACCESS PANEL EVAPORATOR COIL 20 K0, 3" KO • IMO S HOLE I1� Accessory dimensions ACCESSORY PACKAGE NO. 8ASEPANS (NOTE 3) d -2i -6' (451) (1886) REF 76' (761 (1876) 055) 0 -I 144) 43) NOM I *' (321x(102) TYP 4 PLACES (1703) \ DIMENSIONS — ft-in. (mm) 50P0900221 50P0900141 60P0900151 MITERED CORNERS (TOP ONLY) 1-2 (356) 2-0 (610) 2-0 (610) NOTES: 1. Dimensions in parentheses ( ) are millimeters. 2. Attach all ductwork to roof curb. 3. Insulated panels, one-in. thick neoprene coated, 164 lb density ROOF CURB BLOCK OFF PAN FOR HORIZONTAL 0' -I} RETURN ONLY (94) SECTIO r r L (32 A SECTION A -A OUTLINE OF UNIT PLAN VIEW OF ROOF OPENINGS ROOF CURB HORIZONTAL SUPPLY /RETURN CURB- 50P0900151 .4-.OPTIONAL RETURN 'WITH CURB) R'IED su axv I DDCT FIELD vnm SUPPLIED o (SEE NOTE 2) 2 x (64) INSULATION FIELD SUPPLIED 5 ,_ 9 ., (1153) ,0132) ELECTRIC ENTRANCE SECTION NAIL COUNTER R FLASHING ROOFING FELT FIELD SUPPLIED CANT STRIP FIELD SUPPLIED ROOFING MATERIAL FIELD SUPPLIED 25% VENT AIR/ ECON OmIZER AIR IN PAN HORIZONTAL SUPPLY/RETURN CURB EVAPORATOR FAN MOTOR (014. 016) ( ORIZONT 51 SUPPLY CURB EVAPORATOR FAN MOTOR (020) FIELD-SUPPLIED TRANSITION DUCT • • hif Selection procedure (with 48DR014 example) I Determine cooling and heating requirements at design conditions. Given: Required Cooling Capacity (TC) 150,000 Btuh Sensible Heat Capacity (SHC) 116,800 Btuh Required Heating Capacity 175,000 Btuh Condenser Entering Air Temp 95 F Summer 0° F Winter Evaporator Entering Air Temp ... 80 F db, 67 F ewb Evaporator Air Quantity 5 000 cfm Extemal Static Pressure 0 8 in. wg Electrical Characteristics (V- Ph -Hz) ... .. 460 -3 -60 Vertical discharge unit with optional economizer required. II Select unit based on required cooling capacity. Enter cooling capacity table for 48DR014 at condenser entering temperature 95 F, evaporator air entering at 5,000 cfm, 80 F db and 67 F wb. The 48DR014 unit will provide a total cooling capacity of 147,000 Btuh and a sensible heating capacity of 110,000 Btuh and a total unit kW of 17.2 kW. For evaporator air tempera- tures other than 80 F edb, calculate sensible heat ca- pacity correction, as required, using the formula in the notes following the Cooling Capacities tables. NOTE: Unit ratings are gross capacities and do not in- clude the effect of indoor fan motor heat. To calculate net capacities, see Step V. III Select heating capacity of unit to provide design condition requirements. In the Heating Capacities and Efficiencies table (page 3) note that high efficiency unit 48DR014 will provide output capacity of 183,000 Btuh, which is ad- equate for the given application IV Determine fan speed and power requirements at design conditions. Before entering the Fan Performance tables, calculate the total static pressure required based on unit compo- nents. From the given and the Pressure Drop table (page 11) find: External static pressure 0.80 in. wg Economizer static pressure 0.05 in. wg Total static pressure 0 85 in. wg Enter the Fan Performance table for 48DR014 at 5,000 cfm and 0.80 in. wg extemal static pressure. By inter- polation, find that at 0.85 in. wg the rpm is 1200 and the bhp is 2.3. The boldface type indicates that the selection is the optional 3.0 hp motor. V Determine net cooling capacity. Cooling capacities are gross capacities and do not in- clude indoor fan motor (IFM) heat. To determine input power to the motor, convert bhp to Watts using the motor efficiencies found in the notes following the Fan Performance table. Bhp x 746 Watts/Bhp Motor Efficiency _ 2.3 x 746 .84 IFM Watts = 2043 IFM Watts Determine net cooling capacity using the following formula: Net capacity = Gross capacity — IFM heat = 147,000 Btuh — 2043 3.413 Watts = 147,000 Btuh — 6973 Btuh = 140,027 Btuh Net sensible capacity = 110,000 Btuh — 6973 Btuh = 103,027 Btuh The calculations show that a 48DR014 unit is the cor- rect selection for the given conditions Temp Cond (Edb) Evap Alt — C1m1BF 3750/.058 5000/.090 6250/.125 Evap AIr — Ewb (F) 72 67 62 72 67 62 72 67 62 TC 181 150 137 168 156 146 171 161 153 85 SHC 80 102 121 88 116 142 96 129 153 kW 107 105 101 109 10.6 104 11 0 107 105 TC 155 142 124 159 149 136 165 154 149 95 SHC 78 99 115 88 114 136 95 129 149 kW 11 8 11 5 11 1 11 9 11 7 11 3 12.1 11 8 11 6 TC 147 134 111 152 141 126 155 145 140 105 SHC 75 95 108 84 111 126 92 128 140 kW 129 124 120 130 127 123 131 128 126 TC 139 121 102 144 128 118 147 139 131 115 SHC 72 00 102 82 106 118 90 124 131 23 7 kW 13.9 134 130 141 136 133 142 137 13.6 Temp (F) Air Ent Cond (Edb) Evap Alr — CfmIBF 3750/058 6000/.090 6250/.125 Evap Air — Ewb (F) 72 87 62 72 67 62 72 87 82 TC 162 149 133 167 156 142 173 181 156 85 SHC 78 99 118 85 114 138 98 136 158 kW 186 159 151 170 184 157 172 167 164 TC 155 140 121 161 147 133 168 155 149 95 SHC 75 96 113 85 110 133 99 135 149 kW 176 167 160 18.0 172 165 183 176 173 TC 146 128 108 152 137 123 160 145 141 105 SHC 72 91 106 81 107 123 98 133 141 kW 184 176 189 189 180 175 193 184 182 TC 136 114 98 142 122 112 149 133 131 115 SHC 69 91 96 78 102 112 95 128 131 23 7 kW 192 185 180 197 189 185 201 192 191 Temp Ent Cond (Edb) Evap Alr — Cfm /BF 5400/0.03 720010.05 9000/0.06 Evap Air — Ewb (F) 72 67 62 72 67 62 72 67 62 TC 237 223 204 242 231 216 247 236 225 i SHC 105 138 168 116 158 196 126 176 215 kW 185 180 17.3 187 182 177 19.0 185 180 TC 231 212 185 235 222 205 240 229 216 95 SHC 104 134 158 114 158 192 125 176 206 kW 204 196 188 205 200 192 208 203 197 TC 219 195 164 229 210 185 233 215 206 105 SHC 99 127 147 113 152 176 125 172 196 kW 220 212 203 22.6 216 209 228 218 214 hIDY 206 172 147 114 190 170 119 202 190 115 95 118 137 108 144 160 120 187 180 158 23 7 22 7 21 8 24 1 23 1 22 6 24 3 23.4 23 0 Temp (F) Air Ent Cond (Edb) Evap Alr — Cfm/SF 4500/.086 60001.112 7500/.1 Evap Alr — Ewb (F) 72 87 62 72 67 62 72 67 62 TC 202 187 168 211 195 179 223 207 195 85 SHC 97 121 144 104 137 168 119 157 185 kW 188 180 151 166 165 150 175 168 181 TC 195 177 153 203 186 167 216 198 187 95 SHC 94 118 137 102 134 160 118 154 177 kW 179 169 183 177 168 160 18.7 178 17.2 TC 185 183 137 193 174 155 204 187 177 105 SHC 90 112 129 100 129 148 114 151 167 kW 190 181 174 188 183 173 198 188 183 TC 174 148 125 182 157 143 193 171 165 SHC 86 106 119 96 123 135 111 146 158 1115 kW 200 193 187 199 190 193 209 198 198 Performance data 48DR014 (12 Tons) 48DP,DRO 5 (15 Tons) BF — Edb — Ewb — kW — SHC — TC — LEGEND Bypass Factor Entering Dry-Bulb Entering Wet•Bulb Compressor Motor Paver Input Sensible Heat CapacIN (1000 Btuh) Gross Total Capacity (1000 Btuh) Gross NOTES: 1 Direct interpolation Is penmissble Do not extrapolate 2 The following formulas may be used: tWb — tedb — sensible capacity (Btuh) 110x cfm ti - Wet.bulb temperature corresponding to enthalpy of air leaving evaporator coil (h( ) total capacity (Btuh) hWib hewb 45 x efm Where: h — Enthalpy of alt entering evaporator coil COOLING CAPACITIES 48DPE,DRE014 (12 Tons) 48DP020 (18 Tons) 3 SHC is based on 80 F edb temperature of air entering evaporator coil Below 80 F edb. subtract (con factor x cfm) from SHC Above 80 F edb, add (core factor x cfm) to SHC 79 81 1 04 98 87 76 ENTERING AIR DRY -BULB TE 78 82 2 07 1 98 1 74 1 53 77 83 3 11 2.94 262 229 76 84 4 14 3 92 3 49 3 05 75 86 Correction Factor 5 18 4 90 4 36 3 82 BYPASS FACTOR (BF) .05 .10 .20 .30 Interpolation Is permissible • Correction Factor - 1 10 x (1 — BF) x (edb — 80). P (F) 75 over 85 Use formula shown below UNIT C CFM 0 EXTERNAL STATIC PRESSURE ( (in. w wg) 1 1 1.60 _ Bhp R _80__ --- 2.00 - 0.20 0 0.40 0 0.60 0 0.80 1 1.00 1 1.20 1 Rpm B Bhp R Rpm B Bhp R Rpm B Bhp R Rpm B Bhp R Rpm B Bhp R 1 Bhp Rpr B Rpm B DR014, 4 3750 R 856 0 0 95 9 957 1 1.11 1 1049 1 1.27 1 1132 1 1.44 1 1202 1 1.62 1 1255 1 1.81 :1282 2 2.00 - - - - - - - 4000 1 173 0 0.92 8 885 1 111 9 983 1 1 27 1 1074 1 1155 1 1.61 1 4250 8 807 1 1.07 9 914 1 126 1 1011 1 144 1 1099 1 1 61 1 1180 1 1.80 1 1254 1 1.98 1322 217 1379 2 2.38 1 1423 259 : :450 2 BO 4500 8 842 1 1.23 9 945 1 1.43 1 1039 1 163 1 1124 1 1.80 1 1204 1 1.99 1 1278 2 2.18 1346 2 238 1409 2 2.59 1 1462 2 2.81 1 1504 303 4750 8 878 1 1.40 9 978 1 162 1 1069 1 183 1 1152 2 2,01 1 1230 2 2.21 1 1303 2 2.41 1371 2 2.61 1435 2 2.82 1 1493 3 3.04 1 1544 3,28 5000 9 915 1 160 1 1011 1 182 1 1099 2 205 1 1181 2 2.25 1 1258 2 2.44 1 1329 2 2.65 1396 2 2.86 4- 1459 3 3.07 1 1519 3 3.29 - - - - 5250 9 952 1 183 1 1045 2 208 1 1129 2 2.30 1 1210 2 2.52 1 1283 2 271 1 1355 2 293 1422 3 3.15 1485 3 3.36 1 1544 - -.-- - - - 5500 9 990 2 2 06 1 1079 2 230 1 1161 2 2.55 1 1240 2 2.78 1 1313 3 300 1 1381 3 320 1448 3 343 1 1510 3 3.66 - - - - - - - - 5750 1 1028 2 2 31 1 1114 2 2.58 1 1194 2 2.82 1 1270 3 3.06 1 1342 3 3.30 1 1408 3 331 1473 3 373 1 1536 3 397 - - --- C 6000 1 1067 2 2.59 1 1149 2 2.85 1 1228 3 3.11 1 1300 ; ; 3.37 1 1372 3 3.82 1 1437 1 1499 4 407 - - - - - - - 8250 1 1105 2 2.88 1 1184 3 3.15 1 1261 3 3.42 1 1332 3 3,69 1 1402 3 3.96 1 1466 4 4.20 1529 4 443 - - - DP,DR 6 4500 8 801 1 1.05 8 890 1 126 9 971 1 1 46 1 1050 1 167 1 1125 1 1 88 1 1200 2 2.12 1275 2.39 1 1349 2 4800 8 843 1 1.25 9 928 1 147 1 1006 1 168 1 1081 1 100 1 1153 2 2.36 1293 2.82 1 1364 2 2.92 1 5100 8 885 1 1.47 9 988 1 170 1 1043 1 1 93 1 1114 2 2 16 1 1183 2 240 1 1250 2 1382 3 3.18 1 1448 1 5400 9 927 1 1.71 1 1008 1 1 95 1 1080 2 2 20 1 1148 2 244 1 1214 2 269 1 1279 2 2.94 1342 3.20 1 1403 3 3.47 1 1466 377 1529 4 4.16 5700 9 971 1 198 1 1049 2 224 1 1118 2 250 1 1134 2 3.01 1 1309 8 8.28: 1 1370 3.54 1 1429 3 3 81 1 1487 4 11 1547 4 443 6000 1 1016 2 2.28 1091 2 2.55 1 1158 2 283 1 1222 3 3.10 1 1282 3 3.36 1 6300 1 1059 2 260 1 1133 2 2 89 1 1198 3 311 1 1259 3 3.46 1 1318: 3.74 1 1375 4.02 1 1432 431 1 1487 4 4 81 1 1542 4.91 - - 8600 1 1104 2 206 1 1174 3 3.26 1 1239 , 3 3.56 1 1297 3 3 86 1 1355 4.15 1 1410 4.45 1 1464 4 4 75 1 1518 5 5.06 - - - 8900 1 1150 3 3.35 1218 3 3.67 1 1281 3 3.98 1 1339 4 4 29 1 1394 460 1 1447 4 4.91 1 1500 5 5 22 1 1550 5 5$4 - - - 7200 1194 3 3.77 1260 4 4.10 1 1321 4 442 1 1377 4 - - - - - - 7500 1238 4 4.23 1303 4 4.57 1 1362 4 . - DP020 7 5500 685 1 1,68 735 1 1.96 8 803 2 224 1 1 2 2 57 9 932 3 1 1102 4 5750 689 1 185 756 2 2.14 8 821 2 2.42 1 1 2 2 74 9 947 3 09 1 1005 3 3 45 1 1062 3 3 1 1118 4 4.21 1 1164 4 6000 714 2 2.03 778 2 2.32 8 840 2 2 61 9 904 2 2 93 9 964 3 3 27 1 1020 3 363 1 1074 4 4 1 1128 1 14.40 1 1178 4 8250 738 2 223 800 2 252 8 860 2 2 82 9 921 3 3 13 9 981 3 4.60 I In:01 I • I'Igi`1'1 1.t1).1 i 5.00 1 1238 5 6500 763 ' 938 3 3 34 9 997 3 69 1 1103 4 4 5 1251 5 5.83 6750: 788 2 901 3 321 9 956 3 357 1 1014 3 391 1 1068 4 4.27 1 7000 813 2 2.88 8 868 3 319 9 922 3 3 51 9 NN .ai °„p di 1084 4 4.51 1 1133 4 4 1 1182 5 7250 838 3 3.12 8 891 3 344 9 944 3 3 76 9 996 4 408 1 7500 8 883 3 338 9 914 3 370 9 966 4 402 1 1016 4 435 1 1088 1 7750 8 889 3 3 65 9 938 9 Boldface - For el e 014 units, boldface Indicate optional motor and drive Fo size 0 6 units, boldface indicates op lonal drive FIN size 020 units boldface indicates 6W-supplied drive required Shading indicates field-supplied motor andior drive Bhp - Brake horsepower Input to fan Rpm - Revolutions per minute Conversion - Bhp to watts Watts input v. Bhp x 746 Motor efficiency Motor efficiencies: Service factors: 2 Hp - 083 3 Hp - 084 5 Hp - 085 2 Hp - 1 15 3 Hp - 115 5 Hp - 115 FAN PERFORMANCE NOTES: 1 Fan performance Is based on wet coils, clean filters and casing losses 2 Refer to Physical Data table for condenser tan watts input. 3 Static pressure losses must be added to external static pressure before enter- ing Fan Performance table ECONOMIZER PRESSURE DROP (in. wg) CFM 4000 5000 { 6000 pin 07 .09 Ni . _ - UNIT 1 V -PH -HZ VOLTAGE RANGE COMPR* OFM IFM COMBUSTION FLOOR MOTOR POWER SUPPLY Min Max RLA LRA Qty FLA Hp FLA FLA MCA MOCP} (Amps) 480R014 208/230-3-60 187 253 27.0 (ea) 137 (ea) 2 4.6 (ea) 2 0 3 0 7.4 10.4 77.4 80.4 100 100 460 -3-60 414 508 11 6 (ea) 69 (ea) 2 2 3 (ea) 2.0 3.0 3.3 4.7 57 34.0 35.4 45 45 575 -3 -60 518 632 9 3 (ea) 55 (ea) 2 1.8 (ea) 2.0 3.0 2 3 3 8 90 26.8 28.3 35 35 48DPE,DRE014 208/230 -3 -60 187 253 49.3 191 2 7.7 (ea) 2.0 3.0 7.5 10.6 90 84 5 87.6 125 125 460-3-60 414 508 22.1 86 2 3.3 (ea) 2.0 3.0 3.4 4.8 57 37.6 390 50 60 575-3-60 518 632 17 9 69 2 2.6 (ea) 2.0 3.0 2.7 3.9 90 30 3 45 45 31.5 48DP,DR018 208/230 -3 -60 187 253 61.6 266 2 ( 0 8 3.0 10.4 .90 103.0 150 460 -3 -60 414 508 32.0 120 2 (ea) 30 4.7 .57 51.3 80 575-3-60 518 632 25.6 96 2 26 (ea) 3.0 3.8 90 41.0 60 48DP020 208/230 -3 -60 187 253 ) 139 2 (ea) 5 0 16 2 90 142.5 175 460-3-60 414 508 a) (ea) 2 (ea) 5 0 6.6 .57 63 1 80 VOLTAGE RANGE COMM OFM IFM COMBUSTION FAN MOTOR POWER SUPPLY Min Max RLA LRA Oty FLA Hp FLA FLA MCA MOCP" (Amps) 518 632 15.9 a) 62 a) 2 ( e a ) 5.0 6.1 .90 53 60 Electrical data �A - IFM - LRA - MCA - MOCP - OFM - RLA - FLA - IFM - LRA - MCA - MOCP - OFM - RLA - Full Load Amps Indoor Fan Motor Locked Rotor Amps Minimum Circuit Amps Maximum Overcurrent Protection Outdoor Fan Motor Rated Load Amps 48DP020, 575 (V PH - HZ)" '48DR014 and 480P020 units contain 2 compressors Values apply to each tThis Is the maximum size permissible; smaller fuse size may be used where conditions permit. Full Load Amps Indoor Fan Motor Locked Rotor Amps Minimum Circuit Amps Maximum Overcurrent Protection Outdoor Fan Motor Rated Load Amps 'Local Inspection (CGA/Hydro) Is performed In distributor's warehouse prior to jobsite delivery. tUnf contains 2 compressors. Values apply to each. "This Is the maximum size permissible; smaller fuse size may be used where conditions permit. NOTE: Special order procedures may be required for 50DP020 575 volt units. • 6 . 1' Typical piping and wiring enwanimin I n i lnIMINIIIMINInitt in a --- ------ --_ - -- ---Yw -- - naleanlinimma -- °---- 5--- -- ----- =- -.- ------J nflinennemn ---------------- - --- --- - -_ _- -•• ______ r -- v M11•111•111• —y A - Y r. INIMMINIa M DISCONNECT PER NEC FROM MAIN GAS SUPPLY CONTROL WIRING POWER WIRING 25% AIR OR ECONOMIZER HOOD RETURN AIR SUPPLY AIR HEAT EXCHANGER CONDENSATE DRAIN ROOF CURB * OUTDOOR AIRFLOW INDOOR AIRFLOW LEGEND FOR TYPICAL CONTROL WIRING SCHEMATIC AHA — Adjustable Heat Anticipator OFM — Outdoor Fan Motor BRK W /AT — Breaks with Amp Turns PGV — Pilot Gas Valve C — Contactor, Compressor PL — Plug Assembly CB — Circuit Breaker PRI — Primary CC — Cooling Compensator PV — Pilot Valve CLO — Compressor Lockout R — Relay COM — Common RS — Rollout Switch COMP — Compressor Motor SN — Sensor CR — Control Relay SW — Switch CS — Centrifugal Switch TB — Terminal Block CT — Current Transformer TC — Thermostat Cooling DM — Damper Motor TDR — Time Delay Relay DR — Damper Relay TH — Thermostat Heating DU — Dummy Terminal TR — Timer Relay EC — Enthalpy Control TRAN — Transformer FPT — Freeze Protection Thermostat GND — Ground 0 Terminal (Marked) HPS — High- Pressure Switch Terminal (Unmarked) HR — Heat Relay HV — High Voltage Terminal Block ICP — Ignitor Control Pack Splice IDR — Induced Draft Relay 0 IFC — Indoor Fan Contactor (Marked) IFR — Indoor Fan Relay �� L — Light Factory Wiring LOR — Lockout Relay _ — — — Field Control Wiring LP — Liquid Propane - - -- Field Power Wiring LPS — Low- Pressure Switch —___ Accessory or Optional Wiring LS — Mixed Air me Air Thermostat Switch M AT. — Mixed To Indicate common potential only; not to represent wiring M MGV — Main Gas Valve MV — Main Valve Typical wiring schematic 14 • Iva MIA O . ---�, Me ,w w ou •a .-pp r�.f.]- - P— o6 rmF - -. a a ° ' - qa nu BC :. ' T w ' 1 .u. •o D Ims owl cm. V on Iwo O 0 O 0 0 U 0 4- • • M IT .a Ian TO SIP 1 Controls Operating sequence Cooling, units without economizer — Power on and thermostat assembly set at COOL and desired temperature. Fan switch set at AUTO. position. Upon a rise in room temperature, cooling contact no. 1 in the thermostat closes, energizing the first -stage cooling con- tactor and the indoor fan contactor. The first -stage compres- sor (48DR014 and 48DP020) or unloaded compressor (48DPE/ DRE014 and 48DP/DR016), outdoor fan motor and indoor fan motor start and run. Upon a further rise in room temperature, cooling contact no. 2 In the thermostat closes, energizing the second -stage cooling contactor. The second -stage compressor (48DR014 and 48DP020) or unloaded compressor (48DPE/DRE014 and 48DP/DR016) starts and runs if unit operation is interrupted by the low- pressure switch, high - pressure switch or compressor linebreak device (motor overload or overtemperature), and there is a call for cool- ing, the Cycle -LOCC" circuit prevents the compressor from restarting until manual reset is accomplished at the thermo- stat by turning the unit off and then on. All units have condenser Jan cycling thermostats which, at 55 F, shut off one outdoor fan motor. This permits unit to operate down to 40 F outdoor air temperature. Heating, units without economizer NOTE: The 48DPE014 units have one stage of heat. The 48DR/DRE014 and 48DP,DR016 and 48DP020 units have 2 stages of heat. j Unit Power on. Manual gas valve open supplying gas to base unit. Thermostat system switch set at HEAT or AUTO., fan switch set at AUTO. First -stage thermostat calls for heat. Time -delay relay, con- trolling indoor fan, begins timer sequence. Induced -draft re- lay closes and induced -draft motor starts. Centrifugal switch closes. Pilot valve no. 1 opens, allow- ing gas to flow to first -stage pilot. Spark ignitor Ignites pilot flame. Sensor detects flame, energizes main gas valve coil and main gas valve no. 1 opens. Gas flows to main burners and first -stage burners ignite. Spark ignitor tums off When time delay sequence is complete, time -delay relay doses and indoor fan motor starts. On 2 -stage units (48DR/DRE014 and 48DP,DR016, 48DP020) with an additional heating load, the second -stage thermostat closes. (The control relay closes during first -stage operation) Pilot valve no 2 opens. Spark ignitor operates and ignites pilot. Sensor detects flame, energizes main gas valve coil no. 2 and main gas valve no 2 opens. Gas flows to main burners and second -stage burners ignite. Spark ignitor turns off. On 2 -stage units (48DR/DRE014 and 48DP,DR016 and 48DP020), when second -stage thermostat is satisfied, second - stage gas valve closes. When first -stage thermostat is satisfied, first - stage gas valve closes. Induced draft motor goes off. Time -delay relay opens and timer sequence begins. When sequence is complete, indoor fan motor goes off. Air circulation, units without economizer — Unit power on. Control set at OFF, fan switch set at ON Indoor fan contactor is energized through the switch on the thermostat, and the indoor fans run continuously. When controls are set at HEAT or COOL, operation is as above, except indoor fan runs continuously. Cooling, units with economizer — Upon a call for cool- ing, when outdoor ambient is above the enthalpy control setting, the indoor and outdoor fans and compressor ener- gize. The economizer damper moves to VENT position. Upon a first -stage call for cooling, when outdoor ambient is below the enthalpy control setting, the Indoor fan starts and the economizer damper goes fully open Compressor remains off Upon a second -stage call for cooling, compressor no. 1 (480P020) or unloaded compressor (48DPE014, 48DP016) is energized and mechanical cooling is integrated with econ- omizer cooling If the outdoor air temperature drops below 50 F, a cooling lockout switch prevents the compressor from running. Economizer damper modulation occurs when the mixed Mr temperature goes below the mixed air thermostat setting. A freeze protection thermostat (FPT) is located on the in- door coil. It detects frost buildup and tums off the compres- sor, allowing the coil to clear Once frost has melted, the compressor can be re- energized. Heating, units with economizer — Outdoor air damper stays at VENT position while evaporator air fan is operating. Application data Outdoor installation — Units designed for outdoor in- stallation only. Nctwork — Ductwork should be attached to the curb on t units Interior installation may proceed before unit is set in place on roof If ductwork will be attached to unit, do not drill in condensate drain pan area — leaks may result Condensate traps — Evaporator coil is draw- through con- figuration. Trap (minimum 4 In. deep) must be field pro- vided prior to start -up on cooling cycle. Operating limits — Cfm and other values indicated illus- trate the operating range of the equipment. Operation out- side these limits is not recommended. Low ambient temperature cooling operation — Units are designed to operate at outdoor temperatures down to SEE NOTE CONCENTRIC DUCT MR DISTRIBUTION SEE NOTE AIR OUT AIRIN AIROUT NOTE: Do not drill in this area, damage to basepan may re- sult in water leak 40 F At temperatures below 40 F, accessory Motormaster will permit operation at outdoor temperatures as low as —20 F. Roof curb — Ali curb installations must be counterftashed to prevent water leakage Power supply — Electric power may be brought to unit within curb perimeter through knockouts provided in basepan. Provide power supply in accordance with local codes. Branch circuit protection to unit must be provided by fuses no larger than Maximum Overcurrent Protection Amps shown in Elec- trical Data. Control wiring — 24 -volt wiring to thermostat is NEC Class II. 24 "MIN t - T2 A' CONCENTRIC DUCT DETAILS B' ' MAX 2 / BAFFLE NOTE: Dimension A, Al and B, B1 are obtained from field- supplied ceiling diffuser '7;9 Shaded area Indicates block-off panels. Le Guide specifications Packaged Rooftop Cooling Unit with Gas Heat Constant Volume Application HVAC Guide Specifications Size Range: 12 to 18 Tons, Nominal Cooling 115,500 to 270,000 Btuh Nominal Input Heating Carrier Model Numbers: 48DP, High Heat 48DPE, High Heat, High Efficiency 48DR, Low Heat 48DRE, Low Heat, High Efficiency Part 1 — General 1.01 SYSTEM DESCRIPTION A. Outdoor rooftop mounted, electrically controlled, heat- ing and cooling unit utilizing a reciprocating compres- sor for cooling duty and gas combustion for heating duty. Unit shall discharge supply air downward or hor- izontally as shown on contract drawings. Standard unit shall include a manual outdoor air Inlet. 1.02 QUALITY ASSURANCE A. Unit shall be rated In accordance with ARI Standards 270 and 360. Designed in accordance with UL Stan- dard 465. B Unit shall be designed to conform to ANSI B9.1. C. Unit shall be AGA (014, 016) or ETL (020) tested and certified in accordance with ANSI 221.47 Standards and CSA certified (all units except 575 volt 020 size) as a total package. D Roof curb shall be designed to conform to NRCA Standards E. Insulation and adhesive shall meet NFPA 90A require- ments for flame spread and smoke generation. 1.03 DELIVERY, STORAGE AND HANDLING A. Unit shall be stored and handled per manufacturer's recommendations Part 2 — Products 2.01 EQUIPMENT A. General: Factory- assembled single -piece heating and cooling unit. Contained within the unit enclosure shall be all factory wiring, piping, controls, refrigerant charge (R -22), and special features required prior to field start- up. Unit shall be mounted on full perimeter roof curb B. Unit Cabinet: 1. Unit cabinet shall be constructed of galvanized steel, bonderized and coated with a prepainted baked enamel finish. 2. Indoor blower compartment interior cabinet sur- faces shall be insulated with a minimum rh -in. thick, flexible glass fiber insulation, coated on the air side. Aluminum foil faced glass fiber insulation shall be used in the fumace compartment 3. Cabinet panels shall be easily removable for servicing. 4. Filters will be accessible through an access panel. 5. Holes shall be provided in the base rails for rigging shackles to facilitate overhead rigging. 6. Unit shall have a factory- installed internal conden- sate drain connection. C. Fans: 1. Indoor blower (Evaporator Fan). a Fan shall be belt driven as shown on the equip- ment drawings Belt drive shall include an adjustable -pitch motor pulley (014, 016) or fixed - pitch pulley (020). b. Fan wheel shall be made from steel, be double inlet type with forward curved blades with cor- rosion resistant finish, and dynamically balanced. c. Fan motor bearings shall be sealed, permanently lubricated. 2 Outdoor (condenser) fan shall be of the direct - driven propeller type with aluminum blades, riv- eted to corrosion resistant steel spiders, dynamically balanced, and discharge air upwards. 3 Induced draft blower shall be of the direct driven single inlet forward curved centrifugal type, made from steel with a corrosion resistant finish and dy- namically balanced D. Compressor 1. Welded fully hermetic or semi- hermetic with factory- installed vibration isolation 2. Equipped with factory- installed crankcase heater to prevent refrigerant dilution of oil. E. Coils: 1. Evaporator and condenser coils shall have alumi- num plate fins mechanically bonded to seamless copper tubes with all joints brazed. 2 Tube sheet openings shall be belled to prevent tube wear. F. Heating Section: 1. Induced draft combustion type with energy saving direct spark ignition system and redundant main gas valve. 2. The heat exchanger shall be of the tubular section type constructed of minimum of 20 -gage steel coated with a nominal 1.2 -mil aluminum- silicone alloy for corrosion resistance 3 Bumers shall be of the in -shot type constructed of aluminum coated steel 4. All gas piping shall enter the unit cabinet at a sin- gle location. G. Refrigerant Components. 1. Expansion device and filter driers H Filter Section: 1. Standard filter section shall consist of one size of:, factory- installed low - velocity, disposable 2 -1n. thick glass fiber filters of commercially available sizes. 2. Filter face velocity shall not exceed 410 fpm at nom- inal airflows Guide specifications (cont) I. Controls and Safeties. 1. Unit Controls: Unit shall be complete with self- contained low - voltage control circuit. 2. Safeties: a. Unit shall incorporate a solid -state compressor protector which provides reset capability at the space thermostat, should any of the following safety devices trip and shut off compressor: 1) Compressor overtemperature, overcurrent. 2) Low - pressure switch. 3) Freezestat, evaporator coil. 4) High - pressure switch. b. Heating section shall be provided with the fol- lowing minimum protections: 1) High - temperature limit switch. 2) Induced draft motor centrifugal switch 3) Flame rollout switch (manual reset) 4) Flame proving controls 5) Redundant gas valve. J Operating Characteristics: 1 Unit shall be capable of starting and running at 115 F ambient outdoor temperature per maximum load criteria of ARI Standard 210. 2. Compressor with standard controls shall be capa- ble of operation down to 40 F ambient outdoor temperature. 3 Unit provided with fan time delay to prevent cold air delivery before heat exchanger warms up. K. Electrical Requirements: Al( unit power wiring shall enter unit cabinet at a sin- gle location. L Motors: 1 Compressor motors shall be of the refrigerant cooled type with line break thermal and current overload protection 2. All fan motors shall have permanently lubricated bearings, and inherent automatic reset thermal over- load protection 3. Outdoor fan motor shall be totally enclosed M. Special Features: Certain standard features are not applicable when the features designated * are specified For assistance in amending the specifications, your local Carrier Sales Office should be contacted. 1. Roof Curb: a. Formed 16 -gage galvanized steel with wood nailer strip and capable of supporting entire unit weight. b Allows for installing and securing ductwork to curb prior to mounting unit on the curb. * 2. Integrated Economizer: a. Integrated type capable of simultaneous econ- omizer and compressor operation, to provide cooling with outside air. b. Equipped with low- leakage dampers not to exceed 3% leakage, at 1.0 in. wg pressure differential. c Capable of introducing up to 100% outside air. d. Equipped with enthalpy control to govem econ- omizer changeover, * 3. Alternate Motor and/or Drive Assembly: To provide added cfm and static pressure capa- bility on 014 and 016 units. (Optional motor and drive available on 014 units, optional drive avail- able on 016 units.) * 4. Two - Position Damper: Two - position damper package shall include sin- gle blade damper, and motor. Admits up to 50% outdoor air, and shall close upon unit shutoff. 5. Optional Compressor Cycle Delay: Compressor shall be prevented from restarting for a minimum of 5 minutes after shutdown. * 6. Thermostat and Subbase. To provide staged heating and cooling in addi- tion to automatic changeover and fan control. * 7. Barometric Relief Damper: An automatic damper and all hardware provided to relieve positive building pressure. * 8 Power Exhaust. To be used with economizer to control overpres- surization of building. * 9. Head Pressure Control Package: Consists of solid -state control and condenser coil temperature sensor for controlling outdoor fan mo- tor speed to maintain condensing temperature be- tween 90 F - 100 F at outdoor ambient temper- atures down to —20 F. * 10. Remote Control: Panel shall be a decorative, indoor, wall- mounted panel to provide central control of heating, cool- ing, indoor fan, and outdoor damper. Indicator lights for unit functions shall be provided. 11. Winter Start Relay: Provides a 3- minute timed bypass of the low - pressure switch. 12. Pressure Operated Unloader: Provides an extra step of unloading. ow, UNITED Carrier Corporation • Syracuse, New York 13221 9 -90 TECHNOLOGIES CARRIER Manufacturer reserves the right to discontinue, or change at any fime, specifications or designs without notice and without Incurring obligations. Bock)1 i4 Pane 20 r:atatnn Nn A,441e7 DAnreA In 11 e A 12 -06 -2006 DANNY DALLUM 835 N CENTRAL AV, STE 132 KENT WA 98032 RE: Permit No. M06 -147 17601 SOUTHCENTER PY TUKW Dear Permit Holder: Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Sincerely, hall, Permit Te21>iiician se: Permit File No. M06 -147 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International. Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be In writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/13/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: M06 -147 DATE: 07 -05 -06 PROJECT NAME: LEVITZ TUKWILA LLC SITE ADDRESS: 17601 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui ng Ivision Public Works Complete Comments: Approved ❑ Notation: Documenldrouling slip.doc 2 -28-02 ,,� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions DATE: Planning Division Permit Coordinator No further Review Required DATE: DUE DATE: 07-06-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 08 -03-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License ACCOESI971DU Licensee Name ACCO ENGINEERED SYSTEMS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601003669 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 6265 SAN FERNANDO RD Address 2 City GLENDALE County OUT OF STATE State CA Zip 91201 Phone 8182446571 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 PLUMBING Effective Date 3/31/2003 Expiration Date 10/13/2007 Suspend Date Separation Date Parent Company Previous License AIRCOCI131 KQ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date AVESANO, JOHN P PRESIDENT 03/31/2003 KESSLER, ROBERTA R SECRETARY 03/31/2003 BOYSEN, THOMAS C SECRETARY 01/22/2004 BROWN, ROBERT A TREASURER 03/31/2003 VLICK, ROBERT P VICE PRESIDENT 03/31/2003 KRASSENSKY, RONALD VICE PRESIDENT 01/22/2004 VICE Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must mamtain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ACCOESI971DU 07/17/2006 HVAC LEGEND DUCT SYMBOL LEGS D DUCT SYMBOL LEGEND PIPING SYMBOL LEGEM �MBOL DESCRIPTION sYM+eoL DESCRIPTION (N) (E) wrsCa i Exa RECUR MEAR SuWM NR Dues EI6ER _.1 ` MEW TaOUA E EWER * T 1M'ac AtA� SA VENT (N) la (E) 57 ) i EaKG(o REEUMOERV SETults Mt DUCT neat © E7Dt . OOM1t W mow EOJI.DJ a 0600/AFON (uitA) —1--'+ Oa ow! ® (..) a t ) NEQ/NQRAet tJiMbST Alt OUGT am •-• Q— tO YOR�D WOOER CETECiiC) EITMENilr MUE / (N) (NN) 0 (E) mega i E10S11 a) novo AR WCT RISER EA *— YOU'D. rala DOPER E— ROD RACE S.....-T, PM SsCeE & 00182 UE EEcrisoA it CRT o oua P01a OF 0•8•0 01 --NI_ OE« WOE Ce5r KC SSW i PAW OE OEC•XCRtAR CR POUND MCI viii{ as£R i Aft 47t:aE Mr i oafro - 24.24 PAC) - MOAT SERER :iii• em. I` ■., elesv C ONC•ein(a !E cooLa E0 RERAN sit G i 00SV - SRL VW (HOO OVA F. 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CLLR COS cOAU_ DEL 0/L CMG (E) .Al EA EAG EAR EL ELB ELECT. EDW. COI OLD ExT. (F) FD fit FLEX FUR FSD FL ABOVE AR cONDR10MNG ACCESS DOOR ADJACENT ABOVE FINISHED FLOOR N;cEss PANEL APPROXIMATE AND AT BOARD $ACICORAFi DAMP. R BOTTOM FLAT BUTTERFLY VALVE B OTTOM OF DUCT BOTTOM OF PIPE BALL WLVE BURDNG BOTTOM COLNG CUBIC FELT PER MWWRITE CHECK VALVE CURLED WATER RETURN CHILLED WATER SUPPLY CONCRETE VASOM V UNT CONCRETE CONTRACTOR CONDENSER WATER RETURN CONDENSER WATER SUPPLY CONDENSATE DAMPER O EM DOOR LOWER 00/IN DRAIIFiNG COSTING EACH O AALIST AR MAU& AR GRILLE COLIC 6T Tai REOSST'R ELEVATION meow ELECTRICAL EQUIPMENT MM US' ci A\SIC>M OCTERUoR nom FID �E t F�RE OAMIPER t L es Cv3E FLOOR rat 9YOK' mom FOOT (FEET) ABBREVIATIONS G CA. GALV. G.I. G.V. GEN. GPH GPM GYP HGT. H.O.A. HL H2. HWR H*S M- (L) LBS. L.D. M.A. MACH. MAN. MAJL MECHL MFR Mal. INSGG. MPG MID VTL_ V.V.D. (N) N/A NC MAC. ILO NO_ NTS O.C. ODD. OPP. OPUS'G. OSA. A.C. PLu*e P_S L GAS GAUGE GALVANIZED GALVANIZED IRON GATE VALVE GENERAL GALLONS PER HOUR GALLONS PER MINUTE GYPSUM HEIGHT HIGH HAND- OFF -/INFO HOUR HOT WATER RETURN HOT WATER SUPPLY MCC DIMENSION INCH N SIRATION W NEFOOR LBE' LONG PORES LREAR DIFFUSER MIXED AIR wave MANUAL MA)OIR I MOTORIZED OJIYPER MECHANICAL IAVUFACTURER IMIAIUY MCSCQLANEQIS MED. PRESSURE CIS (2ps ) WOMBED METAL MIOTtR W INCE UP AR MANUAL VOLUMA'. MOO? SEW NOT APPL1GRfE NORMALLY CIDSED NOT N CONTRACT NOR N LY OPEN MAUER NOT RATED NOT TO SOLE ON MIDI GUISES DIIMQv9GN OPERATING O'PO9TE OPT CASON Alit PCNIT CF coroEcsa• Pumas% POIANDSs PER SQUIRE INCH SHEET NO. MO.0 110.1 U2.3 IMP DRAWNG INDEX SHEET TITLE HVAC COVERSIEET SCHEDULE. NOTES & DETAILS LOWER ROOF HVAC PLAN REV A DATE 06/27/2006 06/27/2006 06/27/2006 (R) RA RAG RAR FIND. READ REV. RU IW. SA SAG SARI S.D. SHT. 5A SAL STD. STRUCT. SUSP SW SING STIR TAG T.F. T.0.0. T.O.P. MINS. TSTAT rat UBC U.C. U.G. WC uxo. U.T.R. V: VAV VLV. VSO Va_ Ws RELOCATE RADIUS RETURN AIR RETURN NR GRILLE RETURN NR REGISTER ROUND REQUIRED MAMA ROOF ROOM SUPPLY AR SUPPLY AR GRILLE SUPPLY AR REGISTER SMOKE DETECTOR SHEET SOUND INSULATION SHEET MEM SQUARE STAINLESS STEEL STANDARD STRUCTURAL SUSPENDED SMTCH SIDE WALL GRILLE SIDE WALL REGISTER TRANSFER AR GRLL( TOP FLAT TOP OF DUCT TOP OF PIPE TRANSFER THERMOSTAT UNIFORM BUILDING MoE UNDER CUT UNDER GROUND UNIFORM MECHANICAL CODE UNLESS HOTS) OTHRMISE UP TIMOUGH ROOF VENT VARAIBLE AR VOLUME VALVE IVRAELE SPEED wet yaw( TIME ME97 SCREet • WEIGHT EXPIRED SEPAR0178 MOUT REQUIRED NW ajwssfti WEledrIcal 0 Morava O Gas Peeo CNly of TU!kwlIa BUILDING DIVISION dAV 13 2007 • CODE -'� No. testes appla4I k select ts moes ad _lilies_ Warm d aonsetat on dom sill does not &Woos the *hew d aaiy aopepued code ce Meow. As* W swam Rid y and conditions 1s adaad• or / 1: - /It"' 11mm 7 -, `/rl 81,1881116 NINON Re damps WWI M rile to the scope of west latest pdor applied et NOTE: Patio* wB req.** • new ;Ain sUdsid and Kw t ude akieeni pen mien If0!!. M 1 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE MINN D E S I G N I S EX C L USN E L Y OWNED NED BYACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FORPLIDLICATIOM. EXHIBITION 1ERE IS SOLELY FOR 77/E PURPOSE O F EFFECTING A SALE O R TRANSFER OF THE DELINEATED MECHANICAL AMDORCONTROLS SYSTEMS A 0 Q O W271A006 Na pale Revisions JH Paled LEVITZ TUKWILA ROOFTOP UNIT REPLACEMENT 17611 SOUTHCENTER PARKWAY TUKWILA, WA 98181 COVERSHEET DatIrma I1 Omni* JbbNrawiles •=1 Scale 872336 IIOA Fie Mee AP 1 engineered systems TG ehedbed Of W Marager M0.0 1 of 3 ISSUE DUCT INSULATION SCHEDULE DUCT TYPE R -VALUE INSULATION CONCFMID SUPPLY MOE THE CONDITIONED EINf(I.OPE 3.3 1.5 -- 3.0 /CF. i' FOIL FACED CONCEALED SUPPLY OMSK THE COROTONED UMLOPE 7A 1.5 - 3.0 / /CF. 2 FOIL FACED EXPOSED SUPPLY W M CONDITIONED SVCE 0 NONE SWAY DUCT EXPOSED TO REAM 7 1.5 -3.0 f /CF. 2' DUCT 11NER REAM DUCT NSW THE i) ) 1 1) MUM o NOUN KIM DUCT 0W06ED TO mum R 7 1.5 -3.0 f /CF. r DUCT LINER OSA DUCT UPSTRFAW OF THE COMM DWIPM (SEE NOTE 3) it 3 FOIL FM D WRAP WAD Die man 0 Note DMA DAIC1 o NONE RETMs AR 9VIT wise( OE OCCOMONED SPICE 7 1.5 I /CF. 2' DUCT U1+ER EQUIP. Hs H SIZE U NOTES AC1 -AC3 2 -1/2' 1 -1/4' 1' 1/2' AC4 - AC6 2 -1/2' 1 -1/4' 3/4' 1 /2 SYMBOL SCALE: NTS LOCATION LOWER ROOF LOWER ROOF LOWER ROOF LOWER ROOF LOWER ROOF UNION THR ( J(. 1 I 1 T E- I H' L BLOW THRU APPUCATIONS Ii H'= 1' -- -� J H = 1' + CASING STATIC PRESSURE MANUFACTURER & MODEL No. TRANE YFD300B4L0 TRANE YFD300B4L0 TRANE YFD300B4L0 TRANS YSC 1 20A4RLA_DO TRANS YsC120A4RLA-Do TRANE YFD180B4LA DRAW THRU APPUCA1IONS H'= 1' + CASING STATIC PRESSURE H = 1/2(1' + CASING STATIC PRESSURE) EQUIPMENT CAPACITY UP TO 20 TONS OF REFRIGERATION 20 TO 40 TONS OF REFRIGERATION SERVING WAREHOUSE WAREHOUSE VENT UP TO BE 6' ABOVE EQUIPMENT CONNECTION. (NOT REQUIRED ON HORIZONTAL RUNS LESS THAN 10' -0') PITCH TO OPEN DRAIN 1/4' PER FOOT RECOMMENDED. 1/8' PER FOOT MINIMUM DISCHARGE CONDENSATE INTO P -TRAP APPROVED RECEPTOR PER UPC 815.3 MIMMUM CONDENSATE PIPE IMILIETER 3/4 INCH 1' INCH CFM 10000 WAREHOUSE WAREHOUSE WAREHOUSE 4000 WAREHOUSE 4000 CONDENSATE TRAP DETAIL (TYP.) 10000 TON. 25 25 10 10 15 E.S.P. .5 .5 .5 .5 1/2' LAC SCREAMS RPM 857 857 948 948 PREFAB. CURB BY TRANE REF. 22 22 22 22 22 ATTACH MR TO OURS USING 1 -1/2 LONG 112 TEK SCREWS. IINWW (4). TOTAL 290 290 119 119 180 SCALE NIs COOUNG SENSIBLE H 218 218 94 94 129 2e EXISTING ROOF OPEN'a11G \ 2 WOOD TRUSSO 24' O.C. PACKAGE AIR CONDIONNG UNIT CAR COOLED) EDB 80 80 80 0 67 67 67 67 AM 95 95 95 95 INPUT H 250 250 150 250 1/2' UNION r HEATING b' DRT LEG OUTPUT 203 203 121 203 GAS CONNECTION DETAIL QTY. 2 2 2 2 3/4' GALV. PPE FOR GAS COMP'R 4 ROOFTOP AC UNIT INSTALLATION DETAIL RLA QTY. 14.7 2 8.97 2 14.7 1 14.7 2 COUNTER FLASHING INSULATION MTH CURB CANT STRIP & BUILT -UP ROOFING COND. FLA 2.90 2.90 2.80 1.60 MAIN 2X4 DOUG FIR f2 USE WITH S4MPSON 'LUS2 ' WAGER BHP 7.26 7.26 2.19 3.11 EVAP. FAN HP 7.5 7.5 3.0 3.0 SUM: Ms DILL SIDES UND-a4 UNIT FLA 8.6 8.6 4.6 4.8 COMB. FAN FLA .53 EXH. FAN FLA RPM SLEEPER TO BE SET ON ROOF. DO NOT POSITIVELY ATTACH TO ROOF. VOLTAGE 460/3/60 460/3/60 460/3/60 460/3/60 2 HOLES PIPE STRAP - mai 1406 (1 SIZE LARGER THAN PIPE) 4x6 FOAM BLOCK SLEEPER BY MECHANICAL CONTRACTOR 58.0 58.0 26.9 39.0 MFA 70 70 35 50 SLEE M.., aS PPE SIZE SPACING 3/4' 8' • 10' MOCP 70 70 35 GAS PIPING SLEEPER DETAIL EER 9.7 9.7 9.7 10.2 10.2 9.7 IPLV 9.8 9.8 9.8 11.3 11.3 10.0 WEIGHT (Ibs) 2700 2700 2700 1400 1400 2300 OSA CFM 615 615 615 615 615 615 REMARKS UNIT WITH NEW TCONT800A SERIES HONEYWELL THERMOSTAT EFFICIENCY AT AM 210/240 COM*TIONS OF 80F/50X IIII. UNLIT BEETS WASHINGTON ENERGY CODE. UNIT WITH NEW TCONT800A SERIES HONEYWELL THERMOSTAT EFFICIENCY AT ARI 210/240 CONDITIONS OF 80F /50z RH. UNIT MEETS WASHINGTON ENERGY 000(. UNIT WITH NEW TCONT800A SERIES HONEYWELL THERMOSTAT EFFICIENCY AT ARI 210/240 COMMONS OF 80F/50X RH. UMT MEETS WASHINGTON ENERGY COOL UNIT WITH NEW TCONT800A SERIES HONEYWELL THERMOSTAT 3FICIENCY AT ARI 210/240 CONDITIONS OF 80F/50X RH. UNIT MEETS WASHINGTON ENERGY 000E UNIT WITH NEW TCON1800A SERIES HONEYWELL THERMOSTAT EFFICIENCY AT ARI 210/240 COMMONS OF 80F/50X RH. war MEETS WASHINGTON ENERGY CODE. UNIT WITH NEW TCONT800A SERIES HONEYWELL THERMOSTAT EFFICIENCY AT MI 210/240 00N i1ImNS OF 80F /5OX RH. ow MEETS WASIWGTON ENERGY CODE. GENERAL NOTES 1. ALL WORK TO COMM M TO INFORM MEGWIICAL CODE AID MUTHIORIDES I11VNG JURISDICTION. 'NEC 2003. 2. N.I. EWEUENT SWILL BE REGULARLY CATALOGED KEYS OF THE WMIFACTURER MD SI1ALL DE SUPPLIED AS A COMPLETE UNIT W ACCORDANCE WITH THE MANUFACTURERS STINOARO SPECIFICATIONS MD ANY CO ONN. RE.NS REQUIRED FOR PROPER MST/MAWR UNLESS OTHERWISE NOTED. 3. ADIJUSUNG AND BAMAWCING: ADJUST EACH PMT OF SISIEM TO INSURE PROPER RINCTIONDIG OF ALL CONTROLS,, SPECIFIED AR DISTRIBUTION. AND ENTIRE SYSTEM LEFT IN OPERATING COMMON. 4. ALL ROOF CUBING PATCHING AND REROOFING OF BUILDING (WIENIS APO FINISHED SURFACES 6 TO 8E DONE BY THE ROOFING CONTRACTOR. 5. ACCESS DOORS AND/Os ACCESS PANELS DROWN FIRE RATED WALLS. SHAFTS,, coiii&S. ETC.. WST EQUAL TIE UMW PENETRATED. EF ALL APPLIANCES DESIGNED TO DE FOIED IN POSITION SHALL BE SECURELY FASTENED N PUCE. 7. ALL MOMENT SWILL 8E LABELED PER PUINS. a PROVO( NEC CODE MNIBUM WORIONG CLEARANCE N FRONT of ANY ELECTRICAL PANEL OFFSET WARM AS REQUIRES): 9. REPLACEMENT TSrAJS SKILL SUE 7 DAY PROQ?AMWSLE W/5 OEADBANO. 10. NU. GAS PIPING TO 8E THREADED. DUCTWORK NOTES 1. ALL PRODUCTS SHALL COMPLY WITH SMACNA DUCT CONSTRUCTION STANDARDS. FIRST EDITION. 2. SEAL ALL DUCTWORK AS REQUIRED BY SECTION 1414.1 OF THE WASHINGTON STATE ENERGY CODE. 3. MAXIMUM FLEX LENGTH IS 5' -0'. SUPPORT WITHOUT SAGS OR KINKS. 4. ALL DUCTWORK SIZES SHOWN ARE SHEET METAL SIZES. SUBTRACT APPROPRIATE DIMENSION FOR LINING TO OBTAIN CLEAR DIMENSIONS. FOR EXTERNAL CLEARANCES INCLUDE REINFORCMENTS & TRANSVERSE JOINTS WHERE APPUCABLE. 5. PROVIDE DIFFUSER FRAME COMPATIBLE WITH CERJNG TYPE. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING. 6. ALL SUPPLY AR DUCTWORK TO BE 2' W.C. PRESSURE CLASS. EXCEPT DUCTWORK DOWNSTREAM OF VAV BOXES AND HEAT PUMPS MAY BE 1' W.C. PRESSURE CLASS 7. ALL EXHAUST DUCTS TO BE 2' W.C. PRESSURE CLASS. FLOOR RUNOUTS MAY BE 1' W.C. PRESSURE CLASS. 8. ALL RETURN DUCT SHALL BE 1 W c. PRESSURE CLASS. 9. INSULATE ALL DUCTWOdK PER SECTION 1414.2 AND TABLE 14 -5 OF THE WASHINGTON STATE NONRESIDENTIAL ENERGY CODE. engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE Wl I NN DESIGN IS SYCLUSIVELY OW ED BY ACCO ENGINEERED SYSTEMS, AAAD IS NOT INTENDED FOR PCIDUGATIO L E1IIBIIACNHEREOFIS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND ORcO IROLSSYSTEMS. JH 1 am& voice 1 LEVITZ TUKWILA ROOFTOP UNIT REPLACEMENT 17601 SOUTHCENTER PARKWAY TUKWR A, WA 98181 i HVAC SCHEDULES, NOTES Oriom Job amber NTS Safe 872336 Mal t None TG owes er DD najectillgroger 140.1 2 a► 3 swim 1 • 0 G p C 8 eS a 0 0 v. Y } L2 r r. 215' -0 49 -9' 26X66 1' UNER SUPPLY ON e ADAPT TO EXISTING DROP 19X73 i' LINER RETURN ON j 1 - D01IIN TO UNT HEATUZ C 11XscHARGE CONDENSATE INTO APPROVED RECEPTOR PER UPC 815.3 1' MPG • • • 0 101 -4' 1' MPG • 62' -2' . 1APG 1 UISCNARGE CONDENSATE INTO APPROVED RECEPTOR PER UPC 815.3 REPLACE EX05TNG GAS FIFE A 17X59 1' UNER RETURN DPI AJ•.PT TO EXISTING DROP 1 1/2' MPG 1 G 7 VP/NE(1YP3) PLACED ON SLEEPER 6LOCK. SEE OEM. 3/110.1 FOR SLEEPER BLOCK MAL. 21-1' irayitaT NIGH ION 26X66 1' LINER SUPPLY DPI ADAPT 10 EXISTING DROP 19X73 1' UNER RETURN 011 rDISCHARGE CONDENSATE INTO APPROVED RECEPTOR PER UPC 815.3 62'-4' es 31r-5" 17X32 1 RETURN ON . MPG 3/41)6CIMRCE C NDENSAIE !OD IPERMID RECEPTOR PER UPC 815.3 0 17X33 1' LINER SUPPLY ON ADAPT TO DOSING DROP 1 1/2 MPG ROOF PLAN -LOWER ROOF SCARE: r/r 1'-or 3/4 MPG 3Y -6' I 1 3/4 'G • 19X73 1' LINER RETURN DN1 1`DISCHARGE CONDENSATE INTO APPROVED RECEPTOR PER UPC 815.3 3/4 CONDENSATE INTO APPROVED RECEPTOR PER UPC 815.3 3/4 MPG 35'-8" CII 68' -O' 26X66 1' LINER SUPPLY ON 49' -10' 17X32 1' UNER RETURN ON 55 -11' e 1 +t 17X33 i' 1RAER SUPPLY ON ADAPT TO COSTING DROP 1 ' MPG 1 I/2' YPG 3/4' 1PG DI STRG AC MIS TO OE DM FE D VIET LAS KIER HUME • 1E DIYAN TO UNIT WATER E SHMAggek KR C cae oETAL ADAPT PEI (*T a sews 1n FX5111; MS NMI WISED FI TOTR ATdi REUSE REX MEOW U MGM& firiewb arrocitirout ki PERU 030131 KA i VM1 1 L i engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854-8444 THE WIMIN DESIGN IS EXCLUSIVELY OWNED BrACCO ENGINEERED SYSTEMS, ANO NOT UNTENDED FOR PUBLICATION. EXHIBMON HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEM& LEVITZ TUKWILA ROOFTOP UNIT REPLACEMENT 17601 SOUTHCEHTER PARKWAY TUKWNA. WA 98181 .81 HVAC ROOF PLAN Dee tp 4 er JH Dram 8y Jab Umber 118 =1'"{/ Stab 872336 M23 Fig Nuts TG aWad By p W . •" Mamas s M2.3 3o1 • •