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Specifications • 'f • OFFICE COPY Consulting Structural 1041 IMM Engineers E N G I N E E R S , INC. e Red 3- oz9 3 73 //ac9.9 Sid (S-upkw,q-L-egeD,- Structural Calculations for Summerfield Clubhouse HVAC Job Number: 040401 -S Date: April 23, 2004 Location: 11205 SW Summerfield Dr Tigard, OR Client: Jet Heating 1` CT UR 1935 Silverton Rd NE 4 40 PROF Salem, OR 97303 •\k. GtN Contact — Tom Thompson Phone: 503 - 485 -4189 18',0 Engineer: Daniel Cook, P.E., S.E. y � REGON BMGP Engineers, Inc. O 4 Ry 23, O� 1045 13 St. SE - 9 4//EL D GO Salem, OR 97302 Phone: 503 - 399 -1399 'EXPIRES: 1 - 31 - 2 05 Req'd: Design seismic connection of HVAC units to roof. Analyze existing roof framing for HVAC loading. Code: 1997 U.B.C. amended by 1998 Oregon Structural Specialty Code with 2000 revisions. Contents: Design & Analysis 1.1 —1.9 Sketch's SK.1 — SK.2 ove° ife Mai 31��y. r_ Of II 0 LIMITATIONS: Engineer was retained in a limited capacity for this project. Design is based upon the information provided by the client, who is solely responsible for accuracy of same. No responsibility and /or liability is assumed by, or is to be assigned to the Engineer for items beyond those shown on these sheets. 1045 13th Street.SE • Salem, Oregon 97302 • Phone: (503) 399 -1399 Fax: °(503) '399 -8259 DASIGN LOADS*, SNOW LOAD COUNTY- MULTNOMAH (UBC APPENDIX CH. 16) • 400.00 FT. ELEVATION 25.0 PSF GROUND SNOW LOAD, Pg (FROM "SNOW LOAD ANALYSIS FOR OREGON," SEAO, JUNE 1971 ) 17.5 PSF ROOF SNOW LOAD, Pf= (Ce) *(I) *Pg [UBC EQ 40 -1 -1] (BUT NOT LESS THAN 25 PSF) C = 0.7 (SEE UBC TABLE A -16 -A) I = 1.0 (SEE UBC TABLE A -16 -B) SEE UBC SECTION 1640 IF ROOF SLOPE IS GREATER THAN 30 DEG. FOR POSSIBLE REDUCTION 25.0 PSF < == USE FOR SNOW LOAD • SNOW DRIFT LOAD (5IIbRT) 17.3 PCF SNOW DENSITY, D= (0.13) *Pg +14.0 LESS THAN OR EQUAL TO 35 PCF 1.4 FT HEIGHT OF BALANCED SNOW, h =Pf /D [UBC EQ 44 -2] 3.5 FT DISTANCE BETWEEN UPPER AND LOWER ROOF, h CONSIDER DRIFT IF (h h >0.2, THEN CONSIDER DRIFT [UBC EQ 44 -3] 50 FT WIDTH OF UPPER ROOF, Wb (50 <Wb <500) 2.4 FT MAXIMUM DRIFT HEIGHT, hd= 0.43 *(Wb^0.33) *((Pg +10)^0.25) -1.5 [UBC EQ 60.4 PSF MAXIMUM INTENSITY, Pm= D(h +h LESS THAN OR EQUAL TO D *h 35.4 PSF MAXIMUM DRIFT Pd =Pm - SNOW LOAD 8.2 FT DRIFT WIDTH, Wd=4h OR 4(h h WHICHEVER IS SMALLER 35.0 PSF < == USE FOR DRIFT LOAD C 3 wALL SNOW DRIFT LOAD (TALL) 17.3 PCF SNOW DENSITY, D= (0.13) *Pg +14.0 LESS THAN OR EQUAL TO 35 PCF 1.4 FT HEIGHT OF BALANCED SNOW, h =Pf /D [UBC EQ 44 -2] 12.0 FT DISTANCE BETWEEN UPPER AND LOWER ROOF, h CONSIDER DRIFT IF (h h /h >0.2, THEN CONSIDER DRIFT [UBC EQ 44 -3] 50 FT WIDTH OF UPPER ROOF, Wb (50 <Wb <500) 2.4 FT MAXIMUM DRIFT HEIGHT, h 0.43 *(Wb^0.33) *((Pg +10)^0.25) -1.5 [UBC EQ . 65.6 PSF MAXIMUM INTENSITY, Pm= D(h +h LESS THAN OR EQUAL TO D *h 40.6 PSF MAXIMUM DRIFT Pd =Pm - SNOW LOAD 9_4 FT DRIFT WIDTH, Wd=4h OR 4(h h WHICHEVER IS SMALLER 41.0 PSF <== USE FOR DRIFT LOAD a 12 i wl••- RDOf DEAD LL AD ISPSF (At FOIL Rbbr DEA -bLOfA FILE NO. o1 - .D SHEET NO. 1- ` MADE BY p K� es s bl C DATE 2ZAPe 2004 E%GI N F tKS. INC. l ' SALEM, OREGON CLIENT JET t'tEATiN6, ^ PROJECT SuMME/ZFIELD PL.U( p NIIUSF ■ SEISMIC Lof4DING ,� e \\ = Ito , F pP 1 v if i. 3(-�t-� WP Ca: e,3(0 gP c = l,o(6,3b\1•0 (1 t3) WP = 0,46 ()P nig /06 Of ..- Ito -�— Rf = 310 M\o1 = b.lC6.1 9 LIJ P = p LS to SIX . 1 MR-V. = 4 (AI U►P I,44wo Fr n148 fo 2 t,JSD rP we = 0,34 wP ' 1�4 u=b70't 11570N , 3,4z . crim=296 Z - S 3,ii Z / L1 = �70�C 3 1373 ? 6T V= 97 [0131) ?Ale 4ns' t • No ovraivAN1 l0't014. ir 33 .(o9� . e1 w, = 3°14 3,1 V % 1161(0i', /\ =394 3 t . . . -M= 1161 ( 9 .4/2.` I1 (,4 767f1 IVO bIleLTAN UNIT LDI&IS. m coKE, (ME I 4 &A\ s SCB.E,N5 VswL." 3 4t--C(,33Y =45A /St et--,v . .,, iti CL1><LW (3 REc ') • Bv1 u St` (t) vniN S (2_) -fit 83 sCLE LLA CALN CU P . (37 CLIPS PM SIDE In PtPeUD. / . Cs) tk.B c t . Ill DECK - £LWI) , is L►►Ot O SC2Lu/ S vs„wL- 34 -E . (I 13z') :45' /Sta(, . 3'7 4 4e- ? (41 g x I" , o0. , Itrb u '- 4-S = V.% 5Le-rWS 6ACN S (0C (lb) Ta7PrL FILE NO. 0 /n� }, SHEET NO. 1.2- (� ���_ _ MADE BY :/PC- DATE 7• )APR v q E N G I N E E R S , , N C. f`�C SALEM, OREGON CLIENT JE ll i97/iY6 '2 PROJECT 5UMMCI /t� D C[.V d No ✓ 5t--- . • (NECK— EX ISTING FRR MIh1G oN DN 10 0 as Iv — _i — — I LONG. RAFTE1 (Soffit END) CZxme Ie' D . tx11E I - t a.(. TR'I USING L21 RRff[Ph To')ffOtT !x$ APS ...7./ LLl2 — —61 4 A , it ,I 4 1 tit 5a m s�• .79 15 '41 DWfr = 35PSf(1,31�='4beis _ — 'L1141 ' IS _ — DO Krx(1.3g' ID ea 1 _ _ I LA GIVA _ I l 18 5t. is 33 PLF DN = MEI Ir. 11 { 143 P IS°I _ 9 _ � DN2IFt = 6PS> 131 r,. —r o l T 4 I , _ ZSL I oT 3T4 I of 11)4 1 9 ea P,- 2= 140 OVER STRL',5t,D Pal 5./V0 BIAT FULL I — DEIGN1 5NDLU Lafkb IS NOT LIKELY M _ — SINC.E :5Nplu• WILL_ Nal PCCOM ULATE `.' DK u NIT. 6e EXIST:ALL OIL • 1YI IIo 1 SEE PQLNte 0 1 t4 7_1CI11 (4 54-1-01L7 RAFTER -5 L SoI11NENO) CZ Xfo@1b"aC] ti Vat. B D& F1= MPwf(I 3) P° 2 - 51 -1.-126 1 i 55Pf 6.15 DatFr b f 5f(I. 3! B PLi 1' ±18 --' .Y ± 9 -D DL'• 2oPLF 9. 4L. 33 Pa . PARTIAL, P%boF FRAl4 /NG E Y1 5T /n1G bt sEE PN111TD (A55w$EO) TILIPLE RAFTfe_ (KDaTIt ENO C(3) /AA) St= ' IV •P4` 1 L =151 . tuixr -- 8,0 h ' 11b1 P6= z_;46 • • IV STiAIcf OK_ 5e PWNTouf FILE NO 611)401 T SHEET NO. 1. ,• 3 ft11111 _-- _ MADE BY DD mum, ?.) APRM4 ENGI N EERS. INC. ,,,) 7 N SALEM, OREGON CLIENT , 1 PROJECT SJM 1 fL f /ECb CL R Ma) 5 BMGP ENGINEERS, INC. Title : Summerfield Club House HVAC Job # 040401 -S 1045 13TH ST SE Dsgnr: DDC Date: 3:32PM, 21 APR 04 SALEM, OREGON Description : PH 503 - 399 -1399, FX 503 - 399 -8259 Scope: bmgp @gwest.net _User: I W Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software 040401- s.ecwCalculations IQ Description Long Rafter (South End) 'General Information Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x12 Center Span 18.00 ft Lu 0.00 ft Beam Width 1.500 In Left Cantilever ft Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow • 625.0 psi Repetitive Member E 1,600.0 ksi LFUII Length Uniform Loads II Center DL 20.00 #/ft LL 33.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left #/ft LL @ Left #/ft Start Loc 9.800 ft DL @ Right #/ft LL @ Right 46.00 #/ft End Loc 18.000 ft #2 DL @ Left #/ft LL © Left 8.00 #/ft Start Loc 0.000 ft DL © Right #/ft LL © Right #/ft End Loc 1.400 ft Point Loads Dead Load 187.0 lbs 94.0 lbs 140.0 lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 3.250 ft 10.250 ft 15.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary IF Overstressed in Bending ! Span= 18.00ft, Beam Width = 1.500in x De = 11.25in, Ends are Pin - Pin Max Stress Ratio 1.057 : 1 Maximum Moment 3.3 k -ft Maximum Shear * 1.5 1.1 k • Allowable 3.1 k -ft Allowable 3.5 k Max. Positive Moment 3.32 k -ft at 10.080 ft Shear: @ Left 0.73 k Max. Negative Moment -0.00 k -ft at 18.000 ft @ Right 0.84 k Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max © Right Support 0.00 k -ft @ Center 0.532in Max. M allow 3.14 © Right 0.000 in Reactions... fb 1,257.61 psi fv 66.74 psi Left DL 0.40 k Max 0.73k Fb 1,190.25 psi Fv 207.00 psi Right DL •0.38 k Max 0.84 k LDeflections II Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.354 in -0.687 In Deflection 0.000 in 0.000 in ...Location 9.000 ft 9.072 ft ...Length /Defl 0.0 0.0 ...Length /Defl 609.5 314.59 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.532 in ...Length/Defl 0.0 0.0 © Left 0.000 in © Right 0.000 in • IA • BMGP ENGINEERS, INC. . Title : Summerfield Club House HVAC ..Job # 040401 -5 1045 13TH ST SE Dsgnr: DDC Date: 3:32PM, 21 APR 04 SALEM, OREGON Description . PH 503- 399 -1399, FX 503 -3994259 Scope : • bmgp @gwest.net Rev. 580000 _ User KW -0605723, Ver5.8A 1- Dee -2003 General Timber Beam Page 2 (c)1983 -2003 ENERCALC Engineering Software 040401- s.ecw:Caladations ,, Description Long Rafter (South End) • L Stress Calcs ` Bending Analysis 1 Ck 31.887 Le 0.000 ft Sxx 31.641 in3 Area 16.875 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb • @ Center 3.32 k -ft 33.43 in3 1,190.25 psi @ Left Support 0.00 k -ft 0.00 in3 1,190.25 psi @ Right Support 0.00 k -ft 0.00 in3 1,190.25 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.01 k 1.13 k Area Required 4.881 in2 5.441 in2 Fv: Allowable 207.00 psi 207.00 psi Bearing @ Supports . Max. Left Reaction 0.73 k Bearing Length Req'd 0.777 in Max. Right Reaction 0.84 k Bearing Length Req'd ' 0.897 in [Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 0.73 k 0.0000 in . @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in • • • • • I, S BMGP ENGINEERS, INC. Title : Summerfield Club House HVAC Job # 040401 -S 1045 13TH ST SE Dsgnr: DDC Date: 3:32PM, 21 APR 04 SALEM, OREGON Description : • PH 503499 -1399, FX 5034994259 bmgp@qwest.net Scope User: KW-06605723. Ver 5.8.0. 1-Dec-2003 General Timber Beam Page 1 1 (c)1983 -2003 ENERCALC Engineering Software 040401- s.ecwC-alalations Description Short Rafter (South End) ` General Information Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined II Section Name 2x10 Center Span 8.00 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin _ Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi [Full Length Uniform Loads • II Center DL 20.00 Mt LL 33.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL • #/ft LL #/ft Trapezoidal Loads II #1 DL @ Left #/ft LL @ Left 55.00 #/ft Start Loc 0.000 ft DL @ Right #/ft LL © Right 8.00 #/ft End Loc 8.000 ft Point Loads II Dead Load 126.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 6.750 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft I 'Summary ' Beam Design OK Span= 8.00ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.356: 1 Maximum Moment 0.8 k -ft Maximum Shear * 1.5 0.5 k Allowable 2.1 k -ft Allowable 2.9 k Max. Positive Moment 0.75 k -ft at 4.032 ft Shear: @ Left 0.39 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.41 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.028 in Max. M allow 2.12 @ Right 0.000 in Reactions... fb 423.46 psi fv 39.39 psi Left DL 0.10 k Max 0.39 k Fb 1,190.25 psi Fv 207.00 psi Right DL 0.19 k Max 0.41 k [Deflections ` Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load 1 Deflection -0.018 in -0.056 in Deflection 0.000 in 0.000 in ...Location 4.192 ft 4.032 ft ...Length /Deft 0.0 0.0 . ...Length/Defl 5,232.0 1,718.82 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.028 in ... Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in • - I.6 • BMGP ENGINEERS, INC. Title : Summerfield Club House HVAC Job # 040401 -S 1045 13TH ST SE Dsgnr. DDC Date: 3:32PM, 21 APR 04 SALEM, OREGON Description : PH 503 - 399 -1399, FX 503- 3994259 • Scope : bmgp@qwest.net : 580000 u 5723.Ver5.8.0.1- Dec -2003 General Timber Beam Page 2 ` (c)1983 -2003 ENERCALC Engineering Software 040401- s.ecw.Celwlations Description Short Rafter (South End) [Stress Calcs ` Bending Analysis 1 Ck 31.887 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 0.75 k -ft • 7.61 in3 1,190.25 psi @ Left Support 0.00 k -ft 0.00 in3 1,190.25 psi @ Right Support 0.00 k -ft 0.00 in3 1,190.25 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.46 k 0.55 k Area Required 2.231 in2 2.641 in2 Fv: Allowable 207.00 psi 207.00 psi Bearing @ Supports Max. Left Reaction 0.39 k Bearing Length Req'd 0.415 in Max. Right Reaction 0.41 k Bearing Length Req'd 0.441 in [Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 0.39 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in • • 1.7 BMGP ENGINEERS, INC. Title : Summerfield Club House HVAC Job # 040401 -S 1045 13TH ST SE Dsgnr: DDC Date: 3:44PM, 21 APR 04 SALEM, OREGON Description PH 503499 -1399, FX 503 - 3994259 Scope: bmgp @gwest.net LRev: se r: (W-00605723, Ver 5.8.0, 1- Dec -2003 General Timber Beam Page 1 )1983 -2003 ENERCALC Engineering Software 040401- s.ecw:Calcvlations Description Triple Rafter (North End) - - [General Information Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 3 -2x14 Center Span 18.00 ft Lu 0.00 ft Beam Width 4.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 13.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi 'Full Length Uniform Loads II Center DL 20.00 #/ft LL 33.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft • [rapezoidal Loads il #2 DL @ Left #/ft LL @ Left 8.00 #/ft Start Loc 0.000 ft DL @ Right #/ft LL @ Right #/ft End Loc 1.400 ft L oint Loads Dead Load 159.0 lbs 161.0 lbs 239.0 lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 3.250 ft 10.250 ft 15.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft I Summary Beam Design OK Span= 18.00ft, Beam Width = 4.500in x Depth = 13.25in, Ends are Pin -Pin Max Stress Ratio 0.264 : 1 • Maximum Moment 3.4 k -ft Maximum Shear * 1.5 1.1 k Allowable 13.1 k - ft Allowable 12.3 k Max. Positive Moment 3.45 k -ft at 10.224 ft Shear: @ Left 0.72 k - Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.80 k Max @ Left Support 0.00 k -ft • Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft • @ Center 0.131 in Max. M allow 13.06 @ Right 0.000 in Reactions... fb 314.16 psi fv 18.60 psi Left DL 0.42 k Max 0.72 k Fb 1,190.25 psi Fv 207.00 psi Right DL 0.50 k Max 0.80 k ' 'Deflections • ` Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load 1 Deflection -0.087 In -0.143 in Deflection 0.000 in 0.000 in ...Location 9.216 ft 9.144 ft ...LengthlDefl 0.0 • 0.0 ...Length /Defl 2,478.8 1,510.18 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.131 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 1. • BMGP ENGINEERS, INC. Title : Summerfield Club House HVAC Job # 040401 -S 1045 13TH ST SE Dsgnr. DDC Date: 3:44PM, 21 APR 04 SALEM, OREGON Description : PH 503 -399 -1399, FX 503 - 399 -8259 Scope : bmgp @gwest.net Rev: 51300D0 1 User. KW- 0605723, Ver5.8.0, 1 -Dec -2003 General Timber Beam Page 2 _(c)1983 -2003 ENERCALC Engineering Software 040401- s.ecwCelculaUOns Description Triple Rafter (North End) • Stress Calcs ` Bending Analysis 1 Ck 31.887 Le 0.000 ft Sxx 131.672 in3 Area 59.625 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 3.45 k -ft 34.75 in3 1,190.25 psi @ Left Support 0.00 k -ft 0.00 in3 1,190.25 psi @ Right Support 0.00 k -ft 0.00 in3 1,190.25 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.99 k 1.11 k • Area Required 4.778 in2 5.358 in2 Fv: Allowable 207.00 psi 207.00 psi Bearing @ Supports Max. Left Reaction 0.72 k Bearing Length Req'd 0.257 in Max. Right Reaction 0.80 k Bearing Length Req'd 0.283 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection 1 @ Center Span Location = 0.00 ft 0.00 k -ft 0.72 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 In @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k - 0.0000 in • I . • DULTUNE OF Lol PRE MANUFALTURED " 0 110 GA MEtNL Gu(Z6 CLIP FROM UNIT To Cu?. B 410 (3� oN LONG S IDES AMA dy Ct> ON CRLki E rt A SEE SK,Z FOR CONNECT(okl ti 1 r • • PLA ►.] . FILE NO. 0 DI -'/' SHEET NO. . K • I ENGINEERS, MADE BY bbC DATE 27 AP2 "^ ZOO INC. SALEM, OREGON CLIENT JET NEA N4 PROJECT 5U MME/1 RE( D C - lc_ MIAC KNIT BASE I6 GAX2 "XS 3 ANGLE w a \38 SCREIJS I4 UNIT pp BASE. (31 Ow LING SIDES PRE MANUfAC'1UREo . AND Ln oN SHORT SIDES ME TAL CURB (1b) TOTAL. MI, : ZSGA FLASAIN6 CANT. STRIP RDDFIN& PATCI� EX TI=ND IN. 4" LIP CURE' R11fl (o ONTD RDtF EXIST. ReoF SAE ATNING, VERIFY 5/8" exl" woob sca�w MIN. NbTII`Y AT li" e,c. ALONG PE KIMETER ENGINEER IF PRE.- Mu_ HoLfS IN CUR& NOT. UNIT ANc CoRS ATfACA -M£NT FILE NO. 04O4 SHEET NO. 5K. 2 mora/ MADE BY DDS. DATE 7.-7 RPQ Zoo E N G I N E E R S , I N C. SALEM, OREGON CLIENT JET 146A Tit PROJECT SWAN/CAPE( .1> C1 - ME e 3- a //a65 5`J 4u9t""°1 Worksheet 4a Project Name: Page: UNITARY AIR CONDITIONER - AIR COOLED Equipment Proposed Cooling Proposed Seasonal or Part Discussion of Equip. Capacity Steady State Ld Ref. equipment ratings ID Model Designation EfrlCienc t r Btu/h Efficiency (EER) Oa y Line - and equipment ( ) y ) (SEER or IPLV) definitions on page 4-19 0 6 0 0 ir_ - -s 9 $0■Av o, l / -o IX-6 ,ex viA2 oeL Z Zgo,.... i..25:7,..7,,, /D . /D• 1 tAY 3Zoth Y O F T GP6D N at 11�DIN Required Indicate source of information Documents- ARI Unitary Directory, Section AC, page: tion AR Applied Products Directory, Section ULE, page: Product data (Attach data furnished by the equipment supplier, i.e., "cut sheets'? Hiahllaht or otherwise indicate equipment selected on documentation provided C ooling Capacity (Btulh) Minimum Rating Code Ref. Required Equipment Type Equal to or Seasonal or Line V Efficiencies greater than But less than Steady State Part Load Q 0 65,000 na 9.7 SEER This schedule of Single Package equipment efficiencies without a 65,000 135,000 10.3 EER 10.6 IPLV was reformatted from heating section 135,000 240,000 9.7 EER 9.9 IPLV ( the code, Table 13-0 or with electric 240,000 760,000 9.5 EER 9.7 IPLV resistance heat 760,000 - 9.2 EER 9.4 1PLV 0 65,000 na 10.0 SEER Split System EER 10.6 IPLV without a 65,000 135,000 heating section 135,000 240,000 9.7EER 9.9 IPLV (2) or with electric 240 760,000 9.5 EER 9.7 IPLV resistance heat 760,000 - 9.2 EER 9.4 IPLV 0 65,000 na 9.7 SEER Single Package with a heating 65,000 135,000 10.1 EER 10.4 IPLV section other 135,000 240,000 9.5 EER 9.7 1PLV ( n R F C.; n N than electric 240,000 760,000 9.3 EER 9.5 IPLV ���� resistance heat 760,000 - 9.0 EER 9.2 IPLV ii ". ; 0 65,000 na 10.0 SEER • Split System 65,000 135,000 10.1 EER 10.4 IPLV - /l section othha f � ser 135,000 240,000 9.5 EER 9.71PLV ( t \. r than n electric he 240, 000 760, 000 9.3 EER 9.5 IPLV \.i resistance heat 760,000 0 9.0 EER 9.21PLV paw- uidenlitf 760,000 F. N F. R Y Condensing Unit FORMS Only 135,000 - 10.1 EER 11.2 IPLV ( OCT 2000 4-4 Forms & Worksheets ono) FORM NO. R11-828 REV. 1 Supersedes Form No. R11-828 Rev. 0 . - • , fr Ata ..V! ' 41 ViaVidiVA -4 . '''''' w..3 u 3 . • ."' o'N --. ,- , —11014:14, WORVA :,...,...., ...;?..*,,,, siqrt r..4.,./3 , .., f ,••A • •,. • ..,f,' :,...? , ,,, , ' ,.., .'4:4 !nitA ki;„ ....,..• ,,,:::,,• ,,,,,,$, .0 Nu fo.4. Ft — , k.,.....„. :;.4kik., Laf'14 ..,....,.. tAIN'7.4 %Al cr.i.P ,-.1,,, s„-„,.• t9 .;•• ...„: , ,Ni ;:. ht W lor:,:;`,%. fRi, , t:),T tire- *4 t.p..Pk.- It'll:. , .. ,,, ...`Nkiztat.., ,4 ' 04,41/PAO ,erktil, ftiV, „,,,, qiiricv, ;.noy01:; -1-4?..v..n.044, agettm if leitil kii. ; 'litii, • •,,„At7 .; V& .4§54 ''' ''''''-'-i*?' ' - - - .,•. iVi 't;g1}: ;,--, — - . . rdr.4. 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', :Olt ,,.... -'' 1 " 7 '?''':'.':.r;:''. ,- ..-'i -,.:...'!'.'''.: - .'...:•-. • .c ...'..:.-4',;;;;.".•';.-:;',....,i',..,1;;;V''. ;,,"„i.;;;;;;;;;,',.,.;31-:..i„:ill,:-.;,:•.;.....!;:',.::::!;'',..;11i2i.-;;:,::?t,fl: ::'-s:4:?'„t.N.:ilNA'''il'AI4::',11 • , ":::c":":;Afil t ..-- • -:''''' ' - ' "'''.'---7(,-;:%:', '7,i1y41,''Inttl's4443`4.:;V4:4;10i.,:7".?":,:icf•17.ale'k/".fii. ,. - - - '''..;tifil . 17:e.aiii-,,,,!..,. g'S: ' ,.. ,, - - 4,trg • * p U ao n np it eti s los h ni o an w isita n ou w ilved i e tfi r. Nominal Sizes 7.5-12.5 [26.4.44 kW] Tons DOE EPA . , ,•- % c........s A C us 41111 : „ ottomzcz, 41: , e q If * lahlrip .I.I.M. ' \ Y‘i I MaIJD ..,, peal, Kosiy bf _ ......... , ...W LISTED 0 is() 9002. lingirie . c.fi.,,,,,„: 30164 -410 . RA I A 3 X \ 1 ELECTRICAL & PHYSICAL DATA (cont.) ELECTRICAL PHYSICAL Full Load Fuse or HACR Filter 2 Outdoor Coll Weight Model Compressor Amperes Minimum Circuit Oz. Phase Clrcult Breaker ( Drive Recommended RKMB- Frequency ( Hz) Rated Load Locked Rotor FLA) Ampaclty Type No. and Size Area Sq. Ft. No ach . (E (E Circuit) Net Ship [kg] Voltage (Volts) Amperes Amperes Fan Blower Amperes Minimum Maximum [mm x mm x mm] ea Rows CFM IL/s1 , ]kg] Lbs. ip g1 (RLA) (LRA) Motor Motor Amperes Amperes Al20CL15E 3-60- 208 -230 17.0/17.0 128 3.0 8.0 53/53 60 /60 60/60 Belt (51 (6) x 2 457 x 18 x x 45178 ] 27.0 [2.508] 2.00 8000 [3776] 173 [49041 1125 [510.3] 1162 [527.1] Al20CL22E 3 -60- 208 -230 17.0/17.0 128 3.0 8.0 53/53 60/60 60/60 Belt 1 51 (6) x 2 457 x 18 x x 18 457] 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1161 [526.6] 1198 [543.4] Al20CM15E 3-60 -208 -230 17.0/17.0 128 3.0 13.0 58/58 70/70 70/70 Belt [ 457 x 4571 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1151 [522.11 1188 [538.9] C2 (6)2x18x18 Al20CM22E 3 -60- 208 -230 17.0/17.0 128 3.0 13.0 58/58 70/70 - 70/70 Belt [51 x 457 x 457] 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1187 [538.4] 1224 [555.2] Z Al200L•15E 3-60 -460 9.0 63 2.0 4.0 29 35 35 Belt [ x 18 x 18] 2 [2.508] 2.00 8000 [37761 173 [4904] 1125 [510.3] 1162 [527.1] 1 (6 x ) x 18 x x 8] 18 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1161 [526.6] 1198 [543.4] Al20DL22E 3-60-460 9.0 63 2.0 4.0 29 35 35 Belt [ Al20DM15E 3-60 -460 9.0 63 2.0 7.0 32 40 40 Belt [5 x 18 x 18] 27 [2.508] 2.00 8000 [3776] 173 [4904] 1151 [522.11 1188 [538.9] Al20DM22E 3 -60 -460 9.0 63 2.0 7.0 32 40 40 Belt [ x 18 x 18] 27.0 [2.508] 2.00 8000 [37761 173 [4904] 1187 [538.4] 1224 [555.2] 1 Al20YL15E 3 -60 -575 7.0 49 1.0 4.0 22 25 25 Belt [ x 18 x 18] 27.0 [2.508] 2.00 8000 [3776] 173 149041 1125 [510.3] 1162 1527.1] 1 • Al20YL22E 3 -60 -575 7.0 49 1.0 4.0 22 25 25 Belt [ x 18 x 18] 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1161 [526.6] 1198 [543.4] 1 Al20YM15E 360 -575 7.0 49 1.0 8.0 26 30 30 Belt ( x 18 x 18] 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1151 [522.1] 1188 [538.9] 1 Al20YM22E 3-60 -575 7.0 49 1.0 8.0 26 30 30 Belt [5 x 1 8 18] 27.0 [2.508] 2.00 8000 [3776] 173 [4904] 1187 [538.4] 1224 [555.2] ( 2 x x 18 27.0 (2.508] 2.00 8000 [3776) 192 [5443] 1142 [518.0] 1179 [534.8] Al 50C115E 3-60 -208 -230 21.9/21.9 156 3.0 15.0 71/71 90/90 90/90 Belt [ 51 x 457 18 x 457] A150CL25E 3-60- 208 -230 21.9/21.9 156 3.0 15.0 71/71 90/90 90/90 Belt ( 4578 4571 27.0 [2.508] 2.00 8000 137761 192 [5443] 1142 [518.0] 1179[534.8] (6) 2 x x 18 27.0 (2.508] 2.00 8000 [3776] 192 [5443] 1168 [529.8] 1205 [546.6) 70 A150CM15E 3 -60- 208 -230 21.9/21.9 156 3.0 15.0 71/71 90/90 90/90 Belt [ V. 1 ) 51 x 457 18 x 457] 3 A150CM25E 3- 60- 208 -230 21.9/21.9 156 3.0 15.0 71/71 90/90 90/90 Belt [ 4578 457] 27.0 [2.508] '2.00 8000 [3776] 192 [5443] 1168 [529.8] 1205 [546.6] 3 (6)2x18x18 � [51 x 457 x 457] 27.0 [2.508] 2.00 8000 [3776] 192 [5443] 1142 [518.0] 1179 [534.8] 0 A150DL15E 3-60 -460 10.9 70 2.0 7.0 36 40 45 Belt (6) 2 x 18 x 18 27.0 [2.508] 2.00 8000 [3776] 192 [5443] 1142 [518.0] 1179 [534.8] a A1500L25E 3-60-460 10.9 70 2.0 7.0 36 40 45 Belt [51 x 457 x 457] c (6) 2 x 18 x 18 27 0 [2.508] 2.00 8000 [3776] 192 [5443] 1168 (529.8] 1209 [548.4] c o A150DM15E 3-60-460 10.9 70 2.0 10.0 39 40 45 Belt [51 x 457 x 457] 0 (6) 2 x 18 x 18 27.0 [2.508] 2.00 8000 [3776] 192 [5443] 1168 [529.8] 1209 [548.4] 3 A150DM25E 3-60-460 10.9 70 2.0 10.0 39 40 45 Belt [51 x 457 x 457] 0) - w [ ] Designates Metric Conversions • PERFORMANCE DATA -GAS HEAT / ELECTRIC COOLING PACKAGE UNIT (Three Phase) (cont.) ARI Cooling Performance Heating Performance Cooling Capacity Model indoor Air 80 °F [26.5 °C] DB/87 °F (19.5°C] WB ANSI Z21 Rise Outdoor Air 95 °F [35.0 °C1 DB No. Design Conditions Range RKMB- High Heating S.S. F [ C] Three Phase Total Net Sens. Net Latent indoor Input Capacity EH. Capacity BTU/H [kW] ' BTU/H [kW] EER IPLV CFM [1./s1 BTU/11 [kW] BTU/H [kW1 BTU/H [kW] % Al20CL15E 120,000 [35.10] 88,000 [25.801 32,000 [9.30] 10.30 10.60 4000 118901 150,000 [44.0 121,500 135.61 81.0 15 -45 [8.5 -25.0] Al20CL22E 120,000 [35.101 88,000 [25.801 32,000 [9.30] 10.30 10.60 4000 [1890] 225,000 [65.9 182,250 (53.4] 81.0 25 -55 [14.0 -30.5] Al20CM15E 120,000 (35.101 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [1890] 150,000 [44.0 121,500 [35.61 81.0 15-45 (8.5 -25.01 Al20CM22E 120,000 [35.10] 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [1890] 225,000 [65.9 182,250 [53.41 81.0 25 -55 [14.0 -30.5] Al20DL15E 120,000 [35.10] 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [1890] 150,000 [44.0 121,500 135.6] 81.0 15 -45 [8.5 -25.0] Al20DI22E 120,000 135.101 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [18901 225,000 (65.9 182,250 [53.4] 81.0 25 -55 [14.0 -30.51 Al20DM15E 120,000 [35.10] 88,000 [25.80] 32,000 [9.301 10.30 10.60 4000 [18901 150,000 [44.0 121,500 [35.6] 81.0 15-45 [8.5 -25.0] Al20DM22E 120,000 [35.10] 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [18901 225,000 [44.0 182,250 [53.4] 81.0 25 -55 [14.0 -30.5] Al20YL15E 120,000 [35.101 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [18901 150,000 (44.0 121,500 (35.6] 81.0 15-45 [8.5 -25.0] Al20YL22E 120,000 [35.10] 88,000 [25.80] 32,000 (9.30] 10.30 10.60 4000 [1890] 225,000 [65.9 182,250 153.41 81.0 25 :55 (14.0 -30.5] Al20YM15E 120,000 135.101 88,000 [25.80] 32,000 [9.30] 10.30 10.60 4000 [18901 150,000 [44.0 121,500 [35.6] 81.0 15-45 [8.5 -25.01 Al2OYM22E 120,000 (35.101 88,000 (25.80] 32,000 [9.301 10.30 10.60 4000 [18901 225,000 [65.9 182,250 [53.4] 81.0 25 -55 [14.0 -30.5] A150CL15E 146,000 [42.79] 104,000 [30.48] 42,000 [12.31] 9.70 10.00 4300 [2030] 150,000 [44.0 121,500 (35.6] 81.0 15-45 [8.5 -25.0] A150CL25E 146,000 [42.79] 104,000 [30.48] 42,000 [12.31] 9.70 10.00 4300 [2030] 252,000 [73.9 204,000 [59.8] 81.0 25 -55 [14.0 -30.5] A150CM15E 146,000 [42.791 104,000 [30.48] 42,000 [12.311 9.70 10.00 4300 [2030] 150,000 [44.0 121,500 [35.6] 81.0 15-45 [8.5 -25.01 A150CM25E 146,000 [42.79] 104,000 [30.48] 42,000 [12.31] 9.70 10.00 4300 [2030] 252,000 [73.9 204,000 [59.8] 81.0 25 -55 [14.0 -30.5] • A1500L15E 146,000 (42.791 104,000 [30.48] 42,000 [12.31] 9.70 10.00 4300 [2030] 150,000 [44.0 121,500 [35.6] 81.0 15-45 [8.5 -25.0] A15ODL25E 146,000 [42.79] 104,000 [30.48] 42,000 112.311 9.70 10.00 4300 [2030] 252,000 [73.9 204,000 [59.8] 81.0 25 -55 [14.0 -30.5] A150DM15E 146,000 [42.79] 104,000 [30.48] 42,000 [12.31] 9.70 10.00 4300 [2030] 150,000 [44.0 121,500 [35.6] 81.0 15-45 [8.5 -25.0] A150DM25E 146,000 [42.79] 104,000 [30.48] 42,000 [12.31] 9.70 10.00 4300 [2030] 252,000 [73.9 204,000 [59.8] 81.0 25 -55 [14.0 -30.5] LEGEND: CFM = Cubic Feet Per Minute BTUH = Thousands of BTU's Per Hour Us = Liters Per Second kW = Kilowatts EER = Energy Efficiency Ratio, BTU's Per Watt 33 [ ] Designates Metric Conversions i 3 K . m c IT • 0 c m. CI 0 3 0 ai m -J .,-- ...ter: .. vv... Il■... v 111IVUGL IIJCIV I Irn.+NI 1V1■ Model Identification 2 R K M B— A 090 C L 15 E Limited Warranty 2 Llgnitlonsystem Performance Features 3 E = Electric Engineering Features 4 Heating Capacity (MBH) 15 = 150,000 0 Unit Dimensions 5-7 22 = 225,000 Weights and Clearances 8 Drive Package L = Belt Drive Selection Procedure 9 M = Belt Drive —High Static Cooling & Heating Performance Data 10 & 11 Electrical Designation C = 208 -230 V, 3 PH, 60 Hz Electrical & Physical Data 12 & 13 D =460 V, 3 PH, 60 Hz Y= 575 V, 3 PH, 60 Hz , Airflow Performance Data 14-17 Cooling Capacity (BTUH) [kW] Gross System Performance Data 18 & 19 090 = 90,000 [26.38) 102 = 102,000 [29.89) 20 -29 120 = 120,000 [35.17] • Accessories 150 = 150 000 [43.961 Typical Wiring Schematics 30 & 31 Future Technical Variations Sample Specifications 32 Design Series Thermostats Gas/Electric 32 B = 'B Series Cabinet' Efficiency Designation M = High Efficiency Product Classification K = Rooftop — Commercial Tradebrand R = Rheem [ ] Designates Metric Conversions BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM • YOUR RETAILER. GENERAL TERMS OF LIMITED WARRANTY* Rheem will furnish a replacement for any part of this product Condenser Coil and Evaporator Coil leaks 1 which fails in normal use and service within the applicable caused by factory defects One (1) Year periods stated, in accordance with the terms of the limited Compressor Five (5) Years warranty. Any Other Part One (1) Year Heat Exchanger Ten (10) Years Tor Complete nd Conditions, of the Y Limited �8Installer or Contact Applicable Manufacturer for a Copy. l • 2 Rheem Manufacturing Company • UNIT DIMENSIONS • GAS HEAT / ELECTRIC COOLING PACKAGE • 403he" [1020.7 mm] 6 [168.3 mm] POWER 41/8" 313/ B \ ®\ 1 \ ENTRY [104.8 mm] [96.8 mm] 1 [44.5 mm] la i296.9mmJ. 111/16" DIA I 1 __ - II 4% , k 613/18" COM ��_ CONTROL .'" [173 mm] ACCESS ENTRY /e" [22.2 mm. 127 mm DIA. I ] 93 SUPPLY COVER [2379.6 mm] J / 58 $%- [1492.2 mm] RETURN COVER _ i 5/..,mote,le_ 'FeAc,e 1 ra ,, -3 '-ediAND‘.tv.4 z s$0rt L,Ln. ; 4- S a so Li ErAe.I.`. . RLp (Pc c � ,' dam. ova 1 ;i4.,:„ i4 i-- - 1. 0( Z_ L I 00 . , . ) 2[583 4 .2 mm]� " 25" 2" 5.6 mm] [635 mm] QQA/ [50.8 mm] • [50.8 mm) \ T li,9 i 34 "�[ 2 mm] "v [863.6 54 / [112.7 mm] [2278 mm] [1390.6 mm] 2" -5 `� 50.8 mm] 10 [265.1 mm] 2" [50.8 mmj 2 " [50.8 mm Illustration [ ] ST- A0734-02 F 1 nacinnafae 1111n8.4 Cnmm►cinnc UNIT DIMENSIONS GAS HEAT / ELECTRIC • COOLING PACKAGE SUPPLY AND RETURN DIMENSIONS FOR HORIZONTAL APPLICATIONS Illustration SUPPLY DUCT MAY EXTEND UP TO THIS LEVEL ' • ST-A0738-02 • — A . • • 44" (1117.6 mm] ., '26" RETURN • • [660.4 mm] AIR • .. 34" SUPPLY AIR 12" [863.6 mm] [304.8 mm] - . 1 , 1 - t- 0 0 L r l I I 00 v I I 7/32" [183.3 mm] rt-- 28" }13 — 14 " --3. .– 01e" [711.2 mm] [346 mm] [355.6 mm] . [112.7 mm] • . 93 > [2379.6 mm] *RECOMMENDED DUCT DIMENSIONS ARE 26" . , 0 , SUPPLY AND RETURN DIMENSIONS FOR DOWNFLOW APPLICATIONS Illustration 9317/18" ST- A0738 -02 < • [2379.4 mm] ' 1 —25" – 15Vs "-- - c-14 ^ —» E- 4 [635, mm] • [384.1 mm] [355.6 mm] ` [112.7 mm] 1 I A Ii I - . 10' /18" 47/18" [265.1 mm] [112.7 mm] r I „ 23" a n SUPPLY AIR [584.2 mm] i <-2 • R E [52.3 T - 58 54" U 34" ! , • [1492.2 mm] [1371.6 mm] – R [863.6 mm] N A Ii R i 6y /a" 315 /s" �[ 8815/ [174.6 mm] [100 mm]o ti– t [2259 mm] ' 6� /e" [174.6 mm] 1 " a � 21/s " 3 /s [54 mm) , [100 mm] MM. �� – – 6, /2^ y I . [165.1 mm] – t 2W 1 2 I [54 mm] I L 8 ,, [60.3 mm] T 271/z" [203.2 mm] THRU THE BASE GAS [698.5 mm] THRU THE BASE ELECTRIC Rheem Manufacturing Company [ ] Designates Metric Conversions • t • / AUG -05'03 09:16 FROM: TO:503 485 4191 PAGE :02. ARI* capacity ratings • UNIT NOMINAL N ET COOLING SOUND 48TH TONS CAPACIT/ TOTAL SEER" EER RATING IPLVt • Stub eels • 004 . 3 35.000 4.0 10.0 8.7 - 8.1 N/A 005 4 47,000 6,3 _ 10.0 8.8 8.1 • N/A • • 006 6 57,000 - 8.7 10.0 8.5 8.1• NM . 007 8 71,000 7.0 - 10.1 8.0 N . 008 (T /) 88,000 8.7 - (10.1_, 8.2 10.5 008 11'>P 100.000 • 8.8 - 10.1 , 8.2 10.4 012 10 114.000 10.1 8A 11.0 11.3 - 10. - 014 12'/4 136.000 14.3 - 9.5 8.8 9.7 . LEGEND " • Bele , - Sound Levels (1 bet o 10 decibels) db • - Dry Bulb J • EER - Energy Efficiency Ratio - IPI-V - Integrated Part-Load Values . • BEER -- Seasonal Energy Efficiency Ratio . wb. -• Wet Bum - 'Air ConddlonIng and Refrigeration Institute. - tThe IPLV applies only: to two•stage cooling nits. The SEER values shown for sites 004, 006, and 006 are for units with the optional belt drive motors: SEER rating for these units with the standard . • direct drive motor Is 9.7. . • NOTES: 1. Rated in accordance with ARI Standards 210/240, latest revision (for sizes 004012) or 380, latest revision (for size 0141 an d 2 70, Latest revision. 2. ARI ratings are net values. reflecting the effects of circulating fen here. • . ! 3. Ratings are based on, . • • � � - 1 . • • Cooling Standard: 80 F db, 87 f wb indoor entering•air temperature and 95 F db air entering outdoor unit. • IPLV Standard: 80 F db, 87 F wb indoor entering• air temperature and BO F db outdoor entering -air temperature. • • • • • 50 . • . • • • 4S TNI003 -014 ° , ' (n w • - to (p M W • • N 0 u11[ SIG. frill 1 71lt1.11A1[4" E:010118:R EtILISKI1£N7 1 - _ . [ _ • l • /-• 1.2'Dd Emu tuop ',limn ,) r.1. Nem.; •uni 11E1S 00.r.. ME 1011(51 Y2:65 MtISNICC103 a 1 01110I 11 �I . LBS. rG. .55.' G. L65. (S. L55. CG. LBS. K6. 1.95. 96. _ LBS. 96. llna. I (6. F7. -19. NI[ F1,- 11[ . 1• 1:1 F1. -111. 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