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Plans P ROJECT WOR SHEET TEMP•NONTROL JOB NO. <. (503)285-6139 MECHANICAL SERVICE CORPORATION FAX(503)735-3690 ^� •'•• A LINO Cervical,Contractor ! CCB.103165 SERIOUS ABOUT SERVICE 4750 N.CHANNEL AVE. P.O.BOX 11209 PORTLAND,OREGON 97211 PAGE NO. ...t ` JOB NAME C` DATE rn°5� ' �LIA14. X 2-2o-n-7 JOB ADDRESS 1 or��'v l^ 2455 E AU , P SUBJECT ESTIMATOR L NC gooF -.oyo L1T' wor gib T /? _____-------Y -7— Retf 1404\ Ei _________—. ` i-- fo de id �► x(,1'1 06 i°'' of re/A(4 A v. .--, fi CITY OF T IGARD ,g∎ Approved. Q1-3- - bU{� ' Conditionally Approved....[ ] 51. See Letter to:Follow [ ] • A . hed .„ u ,- A • ?:sit,. `W Fro n41— dress: 2' 'S e.r•", - 0etr y.,... . By _s:. ,. Date: '2 .. l Approved plans ( shall be on job site. OFFICE COPY 011 I - 1 .-- o I o 5' r. 0 ti K 0 I . , RECEIVED � �j NOV 21 2012 McGee Financial Strategies, Inc. I►\y,Mx)>� CITY OFTIGARD BUILDIN©DIVISION 101°°' Greg 597-2238 Linette Donna ext 238 597-2223 Ext.252 ext 223 Conference Room Conference Room 1 1 Adrienne Ex ® poi / 597-2232 255 ext 232 Sam Theresa Judith Open O Beth 597-2220 597-2244 597-2239 597-2235 Liselle 597-2229 Ext.244 ext 235 597-2227 • g O ext 220 ext 229 ext 239 _ ext 227 • f Oaf- CD 6°A 7.. 04t7 Dedicated Line - Melissa Steve Dawn 598.431-2268 —. 597-2237 597-2233 Quiet Ext. 597-2231 ext 237 ext 233 Room Rebecca Jennifer 250 ext 100 Tom Jorge -....) 5ext 2234 Carolyn 597-2235 597-2228 Open Open 597-2240 597-222a 597-2236 597-2226 ext 240 ext 224 ext 236 ext 226 597-2230 ext 235 ext 228 \ ,/ ext 101 Board Room Cl y �'r�eci U1�/ C N S U L T I N G RECEIVE 503.222.4453 ENGINEERS 503.248.9263 NOV 21 2012 'vlmk@vlmk.com 3933 SW Kelly Avenue . Portland . OR . 97239-4393 www.vlmk.com CITY OFTIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS for McGEE FINANCIAL HVAC UNIT REPLACEMENT 12455 SW 68th Avenue Portland, OR 97223 for Temp Control Mechanical Corp. 4750 North Channel Ave Portland, OR 97217 "N OLD Pijfj, I15457 9 r�. 117116 r � i • 441 2. . 1-- Prepared By: Stephen Stenberg, E.I.T. VLMK Job Number: 20120611 November 15, 2012 I Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK consulting Engineers. Inc. Structural Calculations DC-1 McGee Financial - HVAC Unit Replacement McGee Financial HVAC Unit Replacement 12455 SW 68th Avenue Portland, OR 97223 VLMK JOB NO. 20120611 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Cover Letter Aerial and Curb/Unit Attachments Details S-1 thru S-3 Structural Calculations C-1 thru C-4 Reference Sheets Only R-1 thru R-6 DESCRIPTION OF STRUCTURAL SYSTEM The 'McGee Financial - HVAC Unit Replacement' project consists of the removal and replacement of an existing mechanical unit on the roof of the facility located at 12455 SW 68th Avenue, Portland OR. This package includes structural calculations verifying the adequacy of the existing roof framing to accommodate the replacement of the unit, as well as details for the attachment of the new unit to resist wind and seismic forces. ***LIMITATIONS*** VLMK Consulting Engineers was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Consulting Engineers for items beyond that shown in this Structural Calculation Package. File:G:Wced2012120120611102 Calculations120120611-OC.dodx Pape 1 Printed:November 15,2012 Structural Calculations DC-2 McGee Financial — HVAC Unit Replacement DESIGN CRITERIA CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pr 25.0 psf Dead Loads: Roof Total Assumed Dead Load 15.0 psf Mechanical Unit (Existing): Unit 410 lbs Curb 115 lbs Total Existing HVAC Weight 525 lbs Mechanical Unit (New): Unit (A0363K08E) 543 lbs Economizer 60 lbs • Existing Curb 115 lbs Adapter Curb 88 lbs Total New HVAC Weight 806 lbs Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, 4, IW = 1.0 Occupancy Category II Wind Exposure B Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations Ss = 95.1% Si = 34.0% Site Class D (Assumed) Spectral Response Coefficients Sds = 71.0% Sdt = 39.0% • Seismic Design Category D Component Anchorage Factors a0 R0 Ip HVAC Equip 2.5 6.0 1.0 File:G:1Acad2 01 2120 1 2 06 1 1102 Calculations120120611-DC.docx Page 2 Printed:November 15,2012 CONSULTING ! !com.22 .24 ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 www•vlmk.com November 15, 2012 Mike Kellar Temp Control Mechanical Corp. 4750 North Channel Ave Portland, OR 97217 Re: McGee Financial - HVAC Unit Replacement 12455 SW 68th Avenue Portland, OR 97223 Dear Mike, As requested, we have reviewed the existing roof structure for the replacement of the HVAC unit on the roof of the above mentioned building. The existing unit and curb weighs approximately 525Ibs and the new unit and curb weighs a maximum of 806Ibs. The new unit is to be placed on the existing support framing as specified on sheets S-1 through S-3 per the contractor. Also included in this package are calculations and details for attachment of the new HVAC unit to resist wind and seismic loads. Our review of the existing roof framing was based on a comparison between the new and existing load conditions, allowing for an increase of up to 5% in the design load due to the new loading as permitted by Section 3404.3 of the 2010 Oregon Structural Specialty Code (OSSC). This analysis is predicated upon the assumption that the existing pre-manufactured wood trusses supporting the HVAC unit are in good condition and were originally designed for code prescribed loads. Based on this review of the existing roof framing, the structure will be adequate to support the new HVAC unit. Please contact me with any questions. Sincerely, VLMK Consulting Engineers / • //0/''' Justin Elliot, P.E. Project Manager Attachments: Plan, Details, Calculations, and HVAC Cut Sheets Structural Engineering•Civil Engineering• Industrial Engineering•Planning•StudieslEvaluations•Entitlement G:\Acad201212012061.t\41 Correspondence\20120611 VLMK Letter-13°c it 0 1 ''A:: $ SN t I * I I AREA OF ..y t - �" i ' '� *, x t4 .. M F , WORK : r, ah� .. � +ai. . c !? i,;4r,,,,,,,,,- , 411 AREA OF WORK NTS 1 t'^�i Y } fir,•. �t 7 w yt- _in �!- 1t^ i �:,+—` yt T r Yn EXISTING UNIT TO BE ;� , y REPLACED WITH NEW >Q . UNIT (WT = 806#) AND r BEAR ON NEW OR EXISTING �`N'1, a FRAMING PER DETAIL 1/S 2 + _ ��_ fi T° apex .P. y.4"� "��j �/ � psp yi.',.'.',,,;,..:1„4.',i'.,i V�„ µ^a' rt t F } R ':;'.1,.";.. ,, a �e' si .� t • W ' ' -ININ E McGEE FINANCIAL DAir • Ii , NTS S 20120611 11/12 V M K CONSULTING McGEE FINANCIAL — HVAC ENGINEERS 12455 SW 68TH AVE SMS .13E 3933 SW Kelly Avenue • Portland Oregon 97239-4393 PORTLAND, OR 97223 503.222.4k53 vlmk @vlmk.com AREA O F WORK S—1 III 503.248.9263 1 www.vlmkcom EXISTING PRE—MANUFACTURED WOOD TRUSSES AT 30" 0.C. TYPICAL X XI 0 NEW HVAC UNIT TO BEAR ON NEW OR �fri& _ EXISTING FRAMING I `�\W f� ON ALL SIDES _ (WEIGHT = 806#) VERIFY EXISTING SUPPORT FRAMING ON ALL SIDES OF MECH UNIT. IF FRAMING DOES NOT EXIST, PROVIDE ADDITIONAL 4x MEMBER AS REQUIRED PER 1/S—3 ENLARGED FRAMING PLAN 1/4" = 1'-0" 20120611 20120611—S2.dwg 15 Nov 2012 — 9:32 om stephens VIM K CONSULTING McGEE FINANCIAL — HVAC 20120611 11/12 Ma OAR ENGINEERS 12455 SW 68TH AVENUE SMS JJE a.w 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND, OR 97223 I503.222.4453 I v'mk @vi�k.c°m ENLARGED FRAMING PLAN S-2 503.248.9263 www.vlmkcorr . . LUNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4) #10 x 1/ A 2" TEK SCREWS r= 1 SECURE ANCHOR TO CURB WITH (4) #10 x 1/2" TEK .--i SCREWS, TYPICAL 16 GAUGE STEEL 'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR, (4) CONFIGURATION VARIES TOTAL, (1) EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB - I kli TO EXISTING CURB WITH MINIMUM r (4) #10 x 1/2" TEK SCREWS EACH CORNER AND AT 12" O.C. AT SIDES, 'a.' TYPICAL mu MIN - EXISTING UNIT t..� MOUNTING CURB uu �■.I I:;; (APPROX 14" HEIGHT) EXISTING ROOF SHEATHING / I::1 Mar i. �.■a , uu EXISTING ROOFING / los! VERIFY THAT EXISTING CURB IS FASTENED TO y EXISTING SUPPORT FRAMING WITH A #14 SCREW EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24" 0.C., PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON 'LTP4' OR 'A35' CLIPS AT EACH CORNER AND AT 48" O.C. EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING tio HVAC CURB DETAIL 1 1/2" = 1'-0" 20120611 20120611—S3.dwg 14 Nov 2012 — 10:56 om stephens V L M K CONSULTING McGEE FINANCIAL — HVAC 11%12 ENGINEERS 12455 SW 68TH AVENUE SMS JJE NMI MONO 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND, OR 97223 - I503.222.aa53 Ivlmk @vlmkcom HVAC CURB DETAIL S-3 503.248.9263 www.vlmkcom sar NO V L M ( CONSULTING J� fr r(e .aA,...,A,. - l�►'AL ENGINEERS Job Cfient -riey3 lQ «- JobNo. Zawb/I ey !S 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 II Date 1/AL SFieet No, Z- ..•,.. ,-.r..aa...:a N.i w..,.w,..,n .:. '—;. s->.a-w* r u.m.W.w s►q..a-a,n. ..- sr' ..y-......ar..:ya-r:4rc f ,>:r:a.-r,, ,---7.., —:l .:,ier•:,bxftraav I + , ; , ; . _ t , I • s Qn�cMs 1 ` r I. 1 ` ii 1 1 r f l I + 2 • f+ r �Xr r ,U. $. , . i 4. "t- 1 c S�E11D eV� 3 '►R�KbtE S i + t + ■ • + .. r• 1 --.- ,1------. ;-- -1-.i - J..._I_7--41‘ :__4 .2. 04 -. i jt*;,_4' -'17 4 4 2(.0 l� +.. -. ,. • 0{ �� .. .� s f j ; . , t . - s. . 1 :� SS 1 1 1 ._ . ,. + T . r y } 1 } • f N cvI2 t PL (37.5 1- 41'45-) (01 t (y03 _X co') S 9 S j M PR�(O5f b 3bZ+_kr 1 i ; i f t 1 - s 1 F 3ZZ { + I • 1• ? . r• �3YSk fr � _ l�,� a5 i ,a.,-.„......,..i......V41/70•+•r.k.'a:sx L.:,'....i.4.,P, . : e-+11Taiesxv:71.01111 4,771.y..1..aa,44• ' '^,r,e•!Ln+' '!:A^.•a.ei+4lrrraw,a'spa<a.11P47a+.:ae.a..ao.^.rs.a t . . , le-z I MIUSGS Design Maps Summary Report User-Specified Input Report Title McGee Financial - HVAC Tue November 13, 2012 16:59:26 UTC • Building Code Reference Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 45.42997°N, 122.74697°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I - ' .:.Aton a i y',i. .- --- "' . 1 *.; Y ..12•4 t'�4 `"4$t. Beaverton .� :_ .J E;�'1 7 9rt, 5t. F rtt � x2it�� lq�1l ` j ,S * Beaverton �.� i r4 -, t • ' rRrxia i q `Ie'F'''r . t3e'r n r..i, ' `-1,--74;-,'''_ 11.: ... .. m : exian i fin ttP-'1/Yratft;rc! ; w, wlaiint?in -. „ 0n ire flPnS1y Milu,aui;ie7 `Oulhgale ilit, 'Tigard- -�, Sunny sad ;r.•F y� � ,�:, , ... lake• 214 7 .- Metirtt i i 'h= - a ' 1 -i -, dx , �r1r ►�'I 1 City b 0.`, • i1 .. ' 11t1Rl0 StBtl4r = JlttI n 1, d ref' r ,. t a '`9`"• Tualatin F >s 5 5 s r. -fltic.,.ige TT a, `" .Chc.nFennrt. i. Tlt�alg'1_ e. r--41.,_ .L,:,14exted..1.•a., na» ..i... USGS-Provided Output Ss = 0.951 g S MS = 1.064 g S DS = 0.710 g S1 = 0.340 g SM1 = 0.585 g Sol = 0.390 g MICE Response Spectrum Design Response Spectrum 1.10 0.72 0.5! 0.64 0.12$ 0.56 0.77 0.48 S 0.66 II 0.40 P H 0.55 1 0.22 0.44 0 0.24 .33 0.22 0.16 0.11 0.08 0.00 0.00 0.00 0.20 0.40 0.60 0.60 1.00 1.20 1.40 1.60 1.120 2.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.50 1.50 2.00 Period, T(sec) Period, T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. c O N S U L T I N G 503.222.4453 Job McGee - HVAC E N G I N E E R S 503.248.9263 Job No. 20120611 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vimk @vlmk.com Date 11/12 • www.vlmk.com v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C -3 Wind Loads on Rooftop Structures and Equipment Based on the 2009 International Building Code and ASCE 7-05, 6.5.15.1 TYPICAL SCREEN WALL DH / % TYPICAL MECHANICAL UNIT Dv // 41.(04 H 4óh W., '� H y �d. °, Exposure Category [Section 6.5.6.3] Kzt =. ' ` Topographic Factor [Figure 6-4] I = "1,,,x,-,..i.iivt Importance Factor [Table 6-1] . V = Basic Wind Speed 3-Second Gust [Figure 6-1] B = `_1 4_' Horizontal Dimension of Building Measured Normal to the Wind Direction h =aTitir Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv =tug 41.#, E Height of Rooftop Structure or Equipment DH = A;:ti ' F#" Width of Rooftop Structure or Equipment H = 25.25 ft Height to Top of Structure or Equipment q = 7.0 3-Second Gust-Speed Power Law Exponent [Table 6-2] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6-2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6-3] Kd = 0.90 Wind Directionality Factor [Table 6-4] qz = 0.00256KZKrtKdV2I [Equation 6-15] qz = 14.6 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient [Figure 6-21] Af = 33.2 sf Area of Structure Normal to the Wind Direction Bh = 2200.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F= xq,GC,A, [Equation 6-28 and Section 6.5.15.1] p = 30.5 psf Design Wind Pressure CONSULTING 503.222.4453 Job McGee- HVAC E N G I N E E R S 503.248.9263 Job No. 20120611 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com Date 11/12 www.vlmk.com t, v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C— Mechanical Unit Anchorage Design Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT I _ X Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 e — Site Class =arinka. (Assumed) CG Sos = Design spectral response acceleration 4-CR Y Ap = "f` -;t,,7 [Table 13.6-1 ASCE7-05] Yc9 Rp =maim [Table 13.6-1 ASCE7-05] • 1 2 • — Ip .C. < Importance Factor z x'' '(ft) Attachment height from base of structure xC h a `(ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P ='='=r"?:; ",'14=,(psf) Design wind pressure (psf) HVAC Unit Data (+/-) ECG Wp =r,'4-,ie .,: (lb) Machine Weight + Curb Adapter t'tt'� X ,:i (in) Base Dimension ' Ze-gi- Y = i""` (in) Base Dimension Z =,.. Tara (in) Height of Unit and Curb 1 —I— Xcg > 1 „3° (in) Center of Gravity SIDE VIEW Ycg = f (in) Center of Gravity Zcg =„,,. ..A (in) Center of Gravity Load Combinations 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear • Seismic l F,, _ 0.4apSDSWp Cl+2?1= 264 lbs. 5_1.6SDSI pW, =916 lbs. OK Rp/I p h >_0.3S Ds. =172 lbs. OK • Base Shear,V„ = 264 lbs. Wind Fw„ = 1623 lbs. Controlling Base Shear = 1623 lbs. Wind = 1014 (asd) Wind Anchor Shear(Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity =MOM 1 40 1600 20 400 ex = 0 ey = 5 2 36 1296 20 400 Mx-x = 0 My-y = 1321 3 40 1600 28 784 4 36 1296 28 784 Y Direction X Direction 5792 2368 V1,3 = 66 V1.2 = 77 V2,4 = 66 V3.4 = 82 V„max = 406 lbs. Overturning = 254 (asd) Mot = 11885 lb-in. seismic Each Anchor/Comer Mot = 51112 lb-in. wind Mres-x = 26114 lb-in. Mres-y = 14508 lb-in. Net Bolt Tension X Direction Y Direction T„max* = 381 lbs. Tx* = 164 Ty* = 381 = 232 (asd) *negative(-)values indicate there Is no net uplift Each Anchor/Comer PROVIDE (4) #10 x 1/2”TEK SCREWS EACH SIDE OF MECHANICAL UNIT AND VERIFY EXISTING CURB TO ROOF FRAMING ATTACHMENT AS INDICATED ON SHEET S-3 L ie-2 1 a RESEt1N1Y NEW UNIT WEIGHTS 3-5 Ton 110.6-17.6 kW1 • Accessory Shipping Operating lbs]kg] Ibs[kg) Economizer with Single Enthalapy 70[32] Min CENTER OF GRAVITY(C.G.) Power Exhaust 70[32] 67[30] Capacity Tens[WW1 A in.[mm] B In.(mm] Fresh Air Damper(Manual) 11 [5] 9 [4] 3-5[10.6-17.6] _ 381/41972] 253/4[654] Fresh Air Damper(Motorized) 13 [6] 11 [5] Roof Curb 14' 92[42] Roof Curb 24' 108[49] 104[47] Capacity Tons WWI Corner Weights W Percentage Concentric Diffuser 18'Flush 37[17] 26[12] A B C 0 Concentric Diffuser 20'Flush 54[24] 42[19] i 3-5[10.6-17.6] 22% _ 27% 23% _ 28% Side Discharge Concentric Diffuser RXRN-FA60 35[16] 20 [9] Side Discharge Concentric Diffuser RXRN-FA65 _ 55[25] 40(18) CLEARANCES (3 to 6 Ton[10.6 to 17.6 kW]Models) The following minimum clearances are recommended DETA for proper unit performance and serviceability. LIMING ntuaIL e Recommended Location Clearance in.]mml SPREADER BAR ,, LIFTING BEAM 48[1219] A-Front ," 18[457] B-Condenser Coil cAeLF°/G'A1N 12 1305] G Duct Side NOTE:Supply duct may be installed with"0"inch clearance to 36[914] D-Evaporator End combustible materials,provided 1' ' . 60[1524] E-Above [25.4 mm]minimum Fiberglass insulation is applied either inside or p 'Without Economizer.ST[1448 mm)With Economizer on the outside of the duct. i • '\ : Ild 1 1 -,: \\\\� \\\\\� � ; •�'7.% \\ 44.(YE mm1 SHACKLE . \\\\\\\\ ,\Ø p \\\��`� (EACH CORNER) \, VERTICAL �A C `l • 41 4,kowi .E CLEARNJCE �I \\\ \\\\ ,,, . ,- ::.,,„... : t.,, , . r ".4,.. A [ ]Designates Metric Conversions s., ' � � 1'.,1 LIiA'EG '.R x ',::A1"F7 I R-z 1 FOR REFERENCE ONLY Air I General Data 'D I{ RKNL Ser NOM. SIZES 3-5 TONS [10.6-17.6 kW] Model RKNL-Series A036JK08E A036JK08X A036JK12E A036JK12X Cooling Performance' COUTIt1UFD--► Gross Cooling Capacity Btu[kW] 36,800[10.78] 36,800[10.78] 36,800(10.78) 36,800[10.78] EER/SEER2 11.4/13 11.4/13 11.4/13 11.4/13 Nominal CFM/AHRI Rated CFM[Us) 1200/1200[566/566] 1200/1200[566/566] 1200/1200[566/566] 1200/1200[566/566) AHRI Net Cooling Capacity Btu[kW) 35,400[10.37] 35,400[10.37] 35,400[10.37] 35,400[10.37] Net Sensible Capacity Btu[kW) 26,200[7.68] 26,200[7.68) 26,200[7.68] 26,200[7.68] Net Latent Capacity Btu[kW) 9,200[2.7] 9,200[2.7) 9,200[2.7] 9,200[2.7] Net System Power kW 3.1 3.1 3.1 3.1 Heating Performance(Package Gas/Electric)3 Heating Input Btu[kW) 80,000[23.44] 80,000[23.44] 120,000[35.16] 120,000[35.16] Heating Output Btu[kW] 62,500[18.31] 62,500[18.31] 94,500[27.69] 94,500[27.69) Temperature Rise Range T('C] 30-60[16.7/33.3] 30-60[16.7/33.3] 50-80[27.8/44.4] 50-80[27.8/44.4] AFUE% 80 80 80 80 Steady State Efficiency(%) 81 B1 81 81 No.Burners 4 4 6 6 No.Stages 1 1 1 1 Gas Connection Pipe Size in.[mm] 0,5[12.7) 0.5[12.7] 0.5[12.7) 0.5[12.7) Compressor No/Type 1/Scroll 1/Scroll 1/Scroll 1/Scroll Outdoor Sound Rating(dB)4 78 78 78 78 Outdoor Coil-Fin Type Louvered Louvered Louvered Louvered Tube Type Rifled Rifled Rifled Rifled Tube Size in.(mm)OD 0.375[9.5] 0.375[9.5] 0.375[9.5] 0.375[9.5] Face Area sq.ft[sq.m] 16.91 [1.57] 16.91 [1.57] 16.91 [1.57) 16.91[1.57) Rows/FPI[FPcm] 1/22[9] 1/22[9] 1/22(9) 1/22[9] Indoor Coil-Fin Type Corrugated Corrugated Corrugated Corrugated Tube Type Rifled Rifled Rifled Rifled Tube Size in.[mm] 0.375[9.5) 0.375[9.5) 0.375(9.5] 0.375[9.5) Face Area sq.ft.(sq.m] 5.17[0.48] 5.17[0.48) 5.17[0.48) 5.17[0.48) Rows/FPI[FPcm] 2/17[7] 2/17[7] 2/17[7) 2/17[7] Refrigerant Control TX Valves TX Valves TX Valves TX Valves Drain Connection No/Size In.[mm] 1/0.75[19.05] 1/0.75[19.05] 1/0.75[19.05) 1/0.75[19.05] Outdoor Fan-Type Propeller Propeller Propeller Propeller No.Used/Diameter in.[mm] 1/24[609.6) 1/24[609.6] 1/24[609.6] 1/24[609.6] Drive Type/No.Speeds Direct/1 Direct/1 Direct/1 Direct/1 CFM[Us] 3680[1737] 3680[1737] 3680[1737] 3680(1737) No.Motors/HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP Motor RPM 1075 1075 1075 1075 Indoor Fan-Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No.Used/Diameter in.[mm) 1/10x10(254x254) 1/10x10[254x254] 1/10x10(254x254) 1/10x10(254x254) Drive Type/No.Speeds Direct/3 Direct/3 Direct/3 Direct/3 No.Motors 1 1 1 1 Motor HP 1/2 1/2 1/2 1/2 Motor RPM 1075 1075 1075 1075 Motor Frame Size 48 48 48 48 Filler-Type Disposable Disposable Disposable Disposable Furnished Yes Yes Yes Yes • (No.)Size Recommended in.[mm] (1)1x16x25[25x406x635) (1)1x16x25[25x406x635] (1)1x16x25(25x406x635) (1)1x16x25(25x406x635] (1)1x16x25[25x406x635] (1)1x16x25[25x406x635] (1)1x16x25(25x406x635) (1)1x16x25[25x406x635] Refrigerant Charge Oz.[gI 96[2722) 96[2722] 96[2722) 96[2722] Weights Net Weight lbs.[kg] ONEMPS 543[246) 543[246] 543[246] Ship Weight lbs.[kg] 550[249] 550[249] 550[249) 550(249] See Page 47 for Notes. [ ]Designates Metric Conversions 1. I R-3 I Dimensional Data FIR REFERENCE OILY " Air RKNIJRKPL Series a` �` COIUFILTER l///n//�/i� :it. N.,.6 II ACCESS �� BLOWER 313ha" ,_ ACCESS 1792 mm) _ . i 3/3/18 I: (97 mm( ` 1 \- / 6"/3em", ...1., (136 m( SUPPLY COVER 761(a A. (1937 rnm) • 241/3x" mm] RETURN COVER 1610 mm) CONDENSATE DRAIN 3!+"(19 mm]NPT FEMALE SUPPLY AND RETURN DIMENSIONS - 1 t . RETURN 12'/4" • AIR [311 mm] SUPPLY 191/& AIR [486 mm] AK 1.4 1 FILLER • PANEL I. 1323/32" • - [602 mm] OO ••• OO (174 4 rn mm) LI _... 4 121/4 19'16" 4'5/16' 1311 mm]� 51/2° �--- [486 mm] —� [125 mm) [140 mmJ • [ • rrmm] NW [ ]Designates Metric Conversions CURB ADAPTER = 14" EXISTING CURB = 14" (ASSUMED) TOTAL HEIGHT = 63" MYk)ii I-'4,-.'.i■- .:'* 0 4 ' 461/2° [1181 mm] 751 7/ea" (1918 mm] DISCONNECT BRACKET FLUE OUTLET SUPPLIED W/UNIT — , r lA SUPPLY GAS r c`�:,\\\l\\ I ENTRY �' ill 1/2"113 mm]NPT '` I.,..r:,,, I 1 . The" 1 _ 35" [183 mm) %it I [889 mm] ItIoN COMBUSTION 41141 AIR INLET ., 241/x" [818 mrnJ 4111111111 .. *ill 11iji,!!I / / `1 Iq �I POWER ENTRY BURNER ACCESS I0` CONTROL ENTRY COMPRESSOR/ '-18" 11 ale' CONTROL BOX [457 mm] [238 mm) ACCESS 93/+e" [233 mm] .. BASE ELECTRICAL ENTRY ,11.././i \ BASE GAS +I''. ENTRY Iii, 'IIIII 1 r 1 ,0 ,1 II ,i..141: � � � � � j1 ,, 335/,s" i [846 mm] �i► ' Fes\ ' Ji .0`o [508 mm) `��` ,�jf 2, �/ \ 2`�" 13�1e" G"' 151 mml 2` / [51 mm] ' ' / 147/18' <„,>:„1-.---;:::--,,,it . 46- /), ' /* \ \111.1 1e��\ , �i°j ' [367 mmJ [243 mml awls" 72'/s" 44�1e" [173 mm) ��`l6�A\ " [1835 mml BOTTOM VIEW (1121 mm] ` � \$5 A .4 R``\ . g''''\''11 14 1\ . 2" [51 mml [ ]Designates Metric Conversions i1 Unit Dimensions FOR REFERENCE ONLY Exyr-- -,►G 11N.--,-- • �',,2au• sp 157.9 mm\ OUTSIDE • 7...." IDE URN UCT 2•ba' f NING .- 157.9 mml • '� SIDE SOUC Y OPENING. /' ` F / INSIDE INSID\3 alb OUTSIDE / so”n M,w" \,...- // r36.1 mm}\. \ \....., ammo N INSIDE " (A1INSIDE % 1120.7 4m3m1 OU ,-- T iii BLOWER INSIDE �`�� / / W • ACCESS �// INSIDE PANEL Olal% ��� N E\ �N oc `,\ \'' •uPN G�oG . 155.6 . . .• LIQUID PRESSURE SERVICE PORT `. • iA yl CONDENSER SUCTION PRESSURE SERVICE PORT ` DRAIN CONNECTION POWER WIRE ENTRANCE (we 119.05 mm}NP'r)FEMALE 1 [ )Designates Metric Conversions CONTROL WIRE K [/N ENTRANCE .'J „F-�? 11004 UMpERUI -'rr Ytki k ,14E11 Ni`J , 04s ":,,7,.=•::::,,r- .y 1t`t >1[i. y "MI c ,yt r t f N■ 9 r ��,� 4E37 '►'�i•Mc.': �v sir• ei ;lr. 1 ' # a '',oat`',L?- X44: #.J.�%4• 2. .i $ •st1a 1Z7i- ' !, �I, ', •riEt me- NEt '77.1t-.744.� .1 r :t°' 1,, 1r ,'i~'r_N_-s` ,yY X11• -' 0 ` 1.+47. 43r '19 -, 1A- ',A, ;/7E„., IEI[1`•a s , j6EE'# �' "'IEidT1 I jv , .� _ :.. ';00[37 ��p3 ,>7. •07N49- 1111161- L r-�/6NEi ;' 1, a "^ > - .4 ;`'(tE1l..-si!• i1• �." � 1 fi.. •':,; e — ' • > ft " .1` /061 ; 9''-12[614: Y ,17¢!i:' `y1E71' r r' .. ), 5Ei7 r 'i'ls s4 .a,ic..,10125:1;y 1:+ :.1)*~;,. 1 LEI�)�E�/�3�pp , 3F4A1> 1-. A 3135" [794] 31'/." (794] (794) 34'G" (870] ''.a-t. .%. ,4ID1v+►1Sf37 1i6�1ly•_ 11[41. iSE9tr 9 491/4" (1251] 50" [1270) [1297] 1 553,',4" [1402] ACCESSORY MODEL NUMBER C 37i3/,4" [950] 43'h" [1105] [1257] 58" [1473; 1 0 13"/Is" [348] 16955' 421] 211/44" ;5351 24'3/•4" [630] Rooturb-Full Perimeter RXRA-DB20 RXRA•DB21 RXRA•)822 RXRA-0823 • E 17'3/,4" [452] 203h" 524] 22'n" 562] 26'h" [583} 1 q�curb Sloped RXPA CA20 RXPA CA21 RXPA CA22 RXPA CA23 F 15 /s" [398] 15'h4" 398] 15 /+4' 98] 173';+4" '449] G 16" (406) 16" 4061 16" 106] 18" ;457] i Economizer-Modulating RXPE-C820 RXPE-CB21 RXPE-CB22 RXPE-CB23 H 14'hz" [356] 163/4" 4291 21W 543] 2571" 638] ; Ec-io-iLer-2 Position RXPE-CC20 RXPE-CC20 RXPE.CC20 RXPE-CC23 • I 18' 2" (458) 203h` 530] 223h" 568) 27/" 589; J 177hs" (443) 2134" 543] 261/2" 664] 303/" 772] Concentric Diffuser . K 151/4" [394] 197hs" 494) 241/4" 616] 281/2" 724] ant Grit° RXRN 6014 RXRN 8D15 R(RN BD15 RXRN 8616 • L 285/1s" [719] 293h4" 741) 305/,4" 770) 323/4" 832] Pressure Relief Damper — — — RXRP-A23 ' j M 10'/4" [260] 10'/4" 260] 101/4" 261) 133h4" 338) ManualFresI Air Damper RXRF-EA20 RXRF-EA21 RXRF•EA22 RXRF-EA23 N ' [87] 31/,e' [87] 33/4" [95] 53hs" 132) T 48/"" [1226] 49" [1245] 503/4e" [1272) 543/5" [1381] Rectangular to Round W 362hs" [929] 423/4" [1073] 4B'/4" (1226) 5634" [1441) Transitions RXMC-A01 RXMC-A02 RXMC-A03 RXMC-A04 X 13/s" [35] 131." [35)_ 13/4" [35] 13/5" [35) Downflow Filter Package' RXRY-820 RXRY-B21 RXRY-922 RXRY-B23 'Filters are included. 4 I rr Electrical and Physical Data(Continued) #7: i. '.�' ,e h sji ELECTINCAL.K►�6�' :ti:/c . `CY,ir�:tii �3•`.'b": ..` ` .lt k '•' ?1 4[ '' . I.:W i.'•.MYSICAL t{�r2 .. ." _ ::.,(,' _:fur. ;,.. 'V i 4.,�^. �+ r' y ':t;s•: .9:.,h P-4,, sLtesE eteACk= ,, midi�_1. y.` •ra. .,,7,' ,' V.-' tion cii0.y r .9UT000K:: czo. - --• Da rHAiE.t 0 `. ;611 r..jur.; ��i : ppiCI11T OR6AKF,A �1 6...13 Ayr :`- *' ., ,�^ .1 - en ' r-.. ^•r.-••.... - . FIIM °'!"" ; '^` ' L. �11 x : n MOTOp MO7.OIt a._ .o- rK. . ' it, I'}'J rL` . :i ?i I$1' j Atls FAN FNi; _ itsst'�Ui►- u -N . ;A on n lA.z .l[IK r a v. Y i.- , i• J`� 61''Ff` t `I(0?4C111. ma 11P .�. �'PL.a _ ,S. E 1em RON6 • tL 1l is•01- .. r , e�A 11,.'rs 4 a: °e... . �,� 1 eFU["� -Al . • flo,i. is' ` . [�1xT,`r�" :• [: fit• •, 1 Ina?? Ron•pli - [wl.- - 111 11M, Aker'' 09E37DL 3-60-460 5.1' 54 1.0 1.4 9 ti 15 15 bBelt Bell Belt 10/7 1/2 2.47 47 11 4 (2)2x20.0210.0 8.5 16 2 2,400 20 ' 1/5 3,h 77 425 483 (254/118] [373] 151 x 508 x 254] (.7901 [11331 [5081[149) (891 [2183] (192.8](210.0] 10E37CL r3-60-208/230 10.3/10.3 110 1.3 2.8 17/77 20/20 25/25 Bell Bell Bell 10/7 1/2 2,47 11 , 4 (2)2x20 Ox10.0 8.5 16 2 2.400 20 115 31h 77 425 183 [254/178] [373] [51 x 508 x 254] (.790] (11331(5081 [149) [89) [21831 [192.8) [210.01 10E37DL 3-60-460 5.1 54 1.0 1.4 9 15 15 Bell Belt Bell 10/7 1/2 2.47 11 4 12)2220.0x10.0 8.5 16 2 2,400 20 1/5 3'h 77 425 463 [254/178] [3731 [511 x 508 x 254) (.790] [11331 [508) 1149) (89] [2183],[192.8](210.0) 08E/07E43-1K1.80-208%23019.9/19.9.•107•- •1.3. -3.8` yg'30.;;13535 4,..,..,'.. � , ];'; , , 9'" _2t tai",,4 (1) 0 1254 -•:557 :X• •.- . 1133 us 149 1/5','- 11,..i.:4 tt 11@1.9](210.9) 4 4 ;Or:- • •;t '' :t i �:.m��j r k �t 7, re 0 gr" !4,, it' 1^-T*a :''Z) Q.O ;k��" 1 Z 3°H2 a_.1ikI(� 4. e.: •*f3 07 MaJK„� . ,,.. 30 19•. 9.9 a 1..3 ,'3:8? ,∎4 /,, 35 357.•• r 1• (-r?�S. 5t• 1k284 YW'.t •'/21". - jtaS `1 + {s; pr, j 1 �' �, ,` �i ' _�'�`�> � 244d g 21•r�t•' M,.. { �60 ] ..1164- r.- �. 01^•t IvU�.' t ' Mw 210:9] 09E�lfd� 79.9719.9 107•° 1 3 !;3.E" •0%3Ur' i5l( 't 1«t x I ,i Oft 't 4/14A iii' 4` .r'-.4"-.1210d0'.0lr 254 133.4j 7,,i...: 20400 = r X1/5 7 u r8�fl .215 8 :.. .. if :;.., r r, .`- A14' .: r. yr .,v, +. : . x• s _ (510th i�254 •(1 331 15001 h i U •( 1 r P lit10.0 '- •--2,400 20 1/5' ° '" "'1011''~^ X40 ..fir - - •' - �'•�^'+ mss'+ c ;'" 0��+:�,. �3-� 3.26 � , .4;;�:(21?)120.. .. � :14 2�. 11E/)2E49JK jrf�0 208/230 154/19.9 '107", •1.3 • 3.8 30/30▪ '95/35• 7 -t.r qli D � !. .,. [51 z soak 2541 (:1641 : -;-!..'• ..:• [1133][508] (149) •(�)• (�](• 1'220.9) ..`,,.[" • ,. .._ . .c'*..'• .u.., •+. .,•.I2s,��?9) 2121=� O 6E/07E49CK 3-60-208/230 15.0/15.0 99 7.0 3.4 24/24 30/30 35/35 High High Direct 11/10 t/2 1.33 11 3 (2)2224.0x12.0 12.7 18 2 3.200 22 1/3 31h 136 559 [279/254] [373) 151 x 610 x 305) [1.180] [1510) [559) [249) 189] (38561,1 253.61 06E/07E49CL 3-60-208/230 15.0/15.0 07 7.0 3.4 24/24 30/30 35/35 Belt Belt Belt 11/10 3/4 4.33 11 3 (2{222/.0212.0 12.7 18 2 3 200 22 1/3 31/2 136 10-3,559 [279/254] [559] [51 x 610 2 305] (1.180] [1510] [559] [249] [891 138561 12117,253.8J 060/0764901. 3.60-460 8.2/8.2 49.5 1.0 1.4 13/13 15/15 20/20 Belt Bell Bell 11/10 3/4 4.33 11 3 (2)2224.0212.0 12.7 18 2 3 200 22 1/3 31/2 136 9053 559 [279/254) [559] [51 x 610 x 305] [1.180] [1510).1559] [249] (89] 4[3856] [253.6) , 06E49JK 1-60-208/230 26.4/26.4 129 7.0 '3.4 38/38 45/45 60/60 High High Direct 11/10 373 4.33 11 3 (2)2x24.0212.0 12.7 18 2 3 200 22 1/3 3'h 136 559 [219/254] [373] [51 2 610 x 305).11.180] [1510] [5591 [249) 189] [3856] [230.9) 53.61 07E/07144936 1-60-208/230 26.4/26.4 179 2.6 3.4 38/38 45/45 60/60 High High Direct 11/10 1/2 4.33 11 3 (2)2221.0x12.0 12.7 18 2 3.200 22 1/3 31/2 136 509 559 (279/254) (3731 [51 2 610 x 305] [1.180] (1510) [559] [2491 [89] [3858] [230.9][253.6) 11E/12E49CK 3-60-208/230 15.0/15.0 90 2.0 3.4 24/24 30/30 35/35 High High Direct 79/20 373 4.33 11 q (2)2224.0212.0 12.7 18 2 3 200 22 1/3 4 136 531 581 [279/25<j [3731 [51 x 610 2 305] [1.180] 1 [1510) (5591[2491 [102] [3856) [240.9] [263.5] 11E/12E49CL 3-60-208/230 15.0/15.0 99 2.0 3.4 24/24 30/30 35/35 Ball Bell Bell 19125 559 4.33 11 q 12)2224.0x12.0 12.7 18 2 3200 22 1/3 4 136 531 581 [279/254] [5541 151 2 610 x 305} [1.180] [15101 [559) 1249] (1021 [3856] [240.9] [263.5] 11E/12E49DL 3.60-460 8.2/8.2 49.5 1.0 1.4 13/13 15/15 20/20 Belt Belt Belt 11/10 3/4 4.33 11 4 (2)2224.0x12.0 12.7 18 2 3 200 22 1/3 4 136 531 581 [279/254).(559] [51 2 610 x 305} (1.180) [1510] [559), [2491 [102] [3858) [240.91[263.5) 11E/12E49JK 1-60-208/230 26.4/26.4 129 2.0 3.4 38/38 45/45 60/60 High High Direct 11/10 1/2 4.33 11 q (2)2224.0212.0 12.7 18 2 3,200 22 1/3 4 136 531 581 [279/254]_1373) [51 2 610 x 305] (1.180) [15101 15591 [249] 11021 (3856] [240.9](263.5]592 13E/15E49CK 3-60-208/230 15.0/15.0 99 2.0 3.4 24/24 30/30 35/35 High High Direct 11/10 1/2 4.33 11 4 1212261'0x305 128 18 2 151 0 22 1/3 4 136 542 68. [279/254] (373) (51 x 610 x 305) [1.180] (45101 [559) [2191 (101] [385GJ [245.8](288.5) 13E/15E49CL 3-60-208/230 15.0/15.0 99 2.0 3.4 24/24 30/30 35/35 Belt Bell Belt 11/10 3/4 4.33 11 4 (2)2224.0x12.0 12.7 18 2 3,200 22 1/3 4 136 542 592 [279/254] [559] 151 2 6102 305] [1.180] [15101 [559] [249) [1021 [3856] [245.8) [268.5) 13E/15E490L 3-60-460 8.2/8.2 49.5 1.0 1.4 13/13 15/15 20/20 Belt Belt Belt 11/10 3/4 4.33 11 1 (2)1261.0x305 128 18 2 3,200 22 1/3 4 138 45. 682 (279/254) (559) [51 x 810x305] [1.180) [1510] [559] [2491 [1021 [38561 (245.8][288.5) 1 11/10 1/2 (2)2x24.0212.0 12.7 3,200 22 1/3 4 136 542 592 13E/15E49JK 1-60-208/230 26.4/26.4 129 2.0 3.4 38/38 45/45 60/60 High High Direct 4.33 11 4 18 2 (279/254) (373) (51 2 610x3051 [1.180] [1510] [559] (249) [102] (3858) (215.8) [268.5) 06E49YL 3-60-575 6.1!6.4 40 0.7 1.3 10/10 15/15 15/15 Belt Belt Bell 11/10 3/4 433 11 4 12) 2221.0x12.0 12.7 18 2 3,200 22 1/3 3'h 136 509 559 (279/25411(5591 • , [51 x 610 x 305),(1.180), [1510] [559] [2491 (89] (38561 1230.9] (253.61-- ( 1 Designates Metric Conversions 70 r co I