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Specifications (17) .- SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, V ULT) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.964 Si = 0.419 Sps = 0.116 Soy = 0.442 There are four existing roof mounted mechanical units that are to be replaced. UNIT TON RTU WT ERV WT CURB WT TOTAL WT DESIGN WT RTU-1 4 TON 141 lbs 118 lbs 555 lbs 2,022 lbs 2,500 lbs RTU-2 4 TON 141 lbs ll& lbs 555 lbs 2,022 lbs 2,500 lbs UNIT TON RTU WT ERV WT CURB WT TOTAL WT DESIGN WT RTU-3 5 TON 191 lbs 1,155 lbs 100 lbs 2,652 lbs 3,000 lbs RTU-4 5 TON 191 lbs 1,155 lbs _ 100 lbs 2,652 lbs 3,000 lbs The addition of these units required the existing girders to be reinforced with new support columns. The purpose of replacing these units is to remove the columns that were added (January 2011). The RTU, ERV, and curbs will be removed and replaced with lighter units, see below. RTU-1 4 RTU-2 RTU-3 4 RTU-4 YORK YCC 48 F-I-I YORK YCC 60 F-N '4-Ton' units: "5-Ton' units: weight 518 lbs weight 552 lbs length 65' length 65' width 45' width 48" height 33" height 33' NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE • ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:AUG 2016 By: JEN Sheet No.: S1 0 _ 00 O 0 __________ - @"...,,,I... I t 1RTU-I 1 I I RTU -3 — — — -- � . --- ---- --i.• -- - 1 -- I 1 tII� J :- -- - I NI _ II --= 1\: J1 'RTU-6 X: nX,---- --1 ------ --- I --- —m — .7 'RTU-2 — _ d' RTU-4 -- RTU-5 mI __ _ c® I ®I® W 0 ,' El p ,,IX —__—_ —___m�' -__-_ - mai _k _,1 , �I Wi II c6.,),0 (E) RTU, ERV, 4 CURB TO BE REMOVED. m. .41 l x E AFTER (E) ROOF UNITS HAVE BEEN mol 0' REMOVED, (E) SUPPORT COLUMN TO BE I I 0I �I REMOVED. W. W 1-- --- - --- - --- -- ----- It =r II `%tPRO,c8 C. 121 R ' OREGO ROOF FRAMING FLAN -0 ✓ ,5, ��`' N • NORO\" I EXPIRES:12/31/16 I � NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2016 By: JEN Sheet No.: D1 r- ,,, 1-1 , r ' (E)2x4 624' — -----I I-- — - -------- -------- f __ (E)4x16 -1J __J RTU-I or RTU-2 0 i II CEJ GL 5kax15 --—- - -- --- — J— J 5 'LAN DETAIL (E)2x4 624' t- __—__ _ (E)4x16 F - ---- - FF-- - RTU-3 orl RTU-4 III (E)GL 5 ax15 11 1..%tD PROFFS(� G 1 N �7 1 T __ N 12,1 9 l 0 '''- , L r •REGO Illif PLAN DETAIL -oti y ,5. \�0 Or.. " . NORC)\- I EXPIRES: 12/31/16 I NORDLING Proj. No.: 16-280 STRUCTURAL14 4k40. PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2016 By:JEN Sheet No.: D2 MECHANICAL UNIT- MECHANICAL UNIT—, "12 x 3/4' SCREW S' x S' x 16ga STRAP, ONE EACH SIDE 012 x 2' SCREW SELF TAPPING SCREW CURB—.- LEVELING CURB "12 WOOD SCREWS FLASHING 4 ROOFING BY OTHERS 612' o/c---._ _ - - - _ __ _ 171 __._. , r -I (E) 4x6- I (E) I3/4x111/4 LVL EACH SIDE---'I � (E) GL 51i8x15L tsktD 1 PROFF /D c 2,187 e, r.. 1 . , I PLAN DETAIL ,..• ‘,1 ,5. ,90' ,`' Dtiti F NORov 1 EXPIRES:12/31/16 I NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:AUG 2016 By: JEN Sheet No.: D3 0• I 1 1 I I I _ I I \--1/171, I , II I I I I I/ I I I I I I I i 28.0' .i. 0 15.0' 0! I —_�— (E)GL 634x2-1 (E)GL 634x33 — __ II 1 I I 1il- 1i I I I II O MS i-i RTU `� 635-g = I M11N li 635 RTU-4 I I I f u a 11 I DI I I I I W I 1 I I I u 29.3' ' m �' , _ II m ' i I 01 r— — CE)GL 63iax2l (E) 63iax33 I II_ RTU 5 I v I I { 600 I :X > 29.8' I 1 I 48.8 1 I 1 a 38.5' I I 11.0'1 4 I 21.7' 1 ir I Wil ril RTU-6 0 (E)GL 6344x34iz —__— II I I II I I 0 xi = I{ I i I-1 1 1I N ;r RTU-2 6001' m' 600 II I , II- (E)GL 6340(341,2 I :� 48.3' II 1 ' I ii III II n, II I II I , 0 0 __ _ NORDLING Proj. No.: 16-280 4 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200'Beaverton OR,97008 Date:AUG 2016 By: JEN Sheet No.: G2 © RTU-l / RTU-2 0 RTU-5 4 (E) GL 6340(341/2 PSF PSF Pli 600 lbs PM 600 lbs DL LL TW P 12 25 24.6' P P 535 lbs P2 535 lbs 24.6' a 24.(0' / R 535 lbs 65 lbs R 500 lbs 100 lbs P P2 W uuiuu•EMEIMEuuiui A o1 A 48.3' © GL 6'/a x34.5 DF24F RTU-3 / RTU-4 �p RTU-6 Rl R2 R DL 7,129 7,129 LL 15,446 15,329 m 22,575 22,458 brgL 5.15" 5.12" M 650 lbs PM 650 lbs I V MAX 22,575 lbs I M MAX 274,921 ft-lbs 1P z, P V (d) 19,958 lbs A i, A fv 129 < 276 psi tb 2,464 < 2,760 psi 24.6' f / 24.(0' Si A DL -0.87 A LL -1.90 R 325 lbs 325 lbs R 590 lbs 60 lbs L/304 ok A m -2.77 ® L/209 CR 1.00 CL 1.00 CD 1.15 Cv 1.00 COLUMN NOT REQUIRED NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:AUG 2016 By: JEN Sheet No.: G3 5 (E) GL 63/. x34112 O (E) GL 63x21 p (E) GL 6344x21 P5F P5F PSF P5F P5F P5F DL LL TW DL LL TW DL LL TW 12 25 24.6' 12 25 24.6' 12 25 24.6' P 65 lips P3 325 lbs P3 325 lbs P2 65 lbs P4 325 lbs P4 325 lbs P6 590 lbs P5 500 lbs P6 60 lbs P6 P3 P6 P4 P3 P4 Pi P2 F'5 Ui 1 W W 11111•1111•111.1111111 11111IMIMINE11111111 111111=x.11111 A A A I � n� “ d A alI A 4S.3' , 38.5' 38.5' 1 GL 6'/4 x 34.5 DF 24F GL 6%x 27 Rl R2 DF24F GL6'/4x27 DF24F R1 R2 R1 R2 RDL 7,129 7,129 RDL 5,683 5,683 RDL 5,683 5,683 LL 15,249 15,175LL 12,265 12,623 LL 12,126 12,202 m 22,378 22,304 m 17,948 18,305 m 17,808 17,884 brgL 5.10" 5.08" brgL 4.09" 4.17" brgL 4.06" 4.08" V MAX 22,378 lbs V MAX 18,305 lbs V MAX 17,884 lbs M MAX 272,980 ft-lbs M MAX 175,466 ft-lbs M MAX 172,787 ft-lbs V (d) 19,762 lbs V (d) 16,257 lbs V (d) 15,836 lbs fv 127 < 276 psi fv 134 < 276 psi fv 130 < 276 psi fb 2,446 < 2,760 psi fb 2,567 < 2,760 psi fb 2,528 < 2,760 psi S1S1 Si A DL -0.87 A DL -0.73 A DL -0.73 LlLL -1.88 ALL -1.62 __.A LL -1.58 ,� .�.-..._L/308._ ., _, L/285 ok L/292 ok ok A m -2.75 A m -2.35 A TL -2.31 L/211 L/196 -••-•• L/200 r. .CR 1.00 CL 1.00 CR 1.00_ CL 1.00 CR 1.00 CL 1.00 CD 1.15 Cv 1.00 CD 1.15 CV 1.00 CD 1.15 Cv 1.00 COLUMN NOT REQUIRED COLUMN NOT REQUIRED NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2016 By: JEN Sheet No.: G4 Location 45°24'9.45"N Ss and S1=Mapped Spectral Acceleration Values 122°45'2.45" W 16160 SW Upper Boones Ferry Rd,Tigard,OR 97224 Ground Motion Ss 0.964 Si 0.419 Occupancy Category II Site Coefficients Fa 1.11 Site Class D FV 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.074 SMi F� * Si 0.662 Design Category(SDC) D SDS (2/3)SMs 0.716 SDI (2/3)SMI 0.442 Air Side HVAC FP MIN= 0.3 SOS IP WP ap 2.50 Rp 6.00 = 0.215 WP->* 0. 0.150 0.4•a •S •I Fp= p DS p 1+2•? .r��p FP MAX= 1.6 SDS IP WP YI' Rp h/ = 1.15 WP->* 0. 0.802 z= 20.0 ft ASD Fp= 0.36 WP->* 0.7 0.251 Eq= 0.284W+0.2 SDS W W :Weight of Unit z= 24.0 ft FP= 0.41 WP->* 0.7 0.284 Wind Speed : 120 mph Exposure : B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qz: 23.24 psf kz: 0.70 Unit Weight 600 lbs Gust: 0.85 Ka: 0.90 Unit Height 33" Cf: 1.30 KZt: 1.00 Unit Length 65" x: 1.9 Unit Width 48" Curb Height 14" WP: 48.8 psf P: 436 lbs-ASD T=436 lbs * (14" +33"/2)/48" - 0.6* 600lbs/2 = 97 lbs Net Uplift 115 NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2016 By:JEN Sheet No.: LI q� Ea °- 114 lbs 6s. W: 650 lbs • '� Height 33" Weight 650 lbs i. Length 65"1/47bir Width 48" YCC 60 F-H Curb 14" vEa VEQ= 0.284* 650 lbs +0.2* 0.716* 650 lbs lr 221 lbs = 1851bs+93lbs T= 185 lbs * (14"+33"/2)/48" C: 95 lbs + 93 lbs/2 - 0.6* 650 lbs/2 _ -31 lbs [0 Net Uplift] V= 1851bs (4) STEEL BRACKETS WI "12 SCREWS TO ROOF CURB 4 1112 SCREWS TO UNIT BASE RAIL. _ok_ Height 33" Weight 600 lbs "12 6)l2' o/c SCREWS FROM CURB TO Length 65" FRAMING BELOW. _ok_ Width 48" YCC 48 F-H Curb 14" VEQ= 0.284* 600 lbs+0.2* 0.716* 600 lbs = 170 lbs +86 lbs T= 170 lbs * (14"+33"/2)/48" + 86lbs/2 - 0.6* 600lbs/2 = -29 lbs [0 Net Uplift] V= 170 lbs NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2016 By:JEN Sheet No.: L2 (E) GL 6334x34"2 (E) GL 63/4x2s Q (E) GL 6 x21 P5F P5F P5F P5F P5F P5F DL LL TW DL LL TW DL LL TW 12 25 24.6' 12 25 24.6' 12 25 24.6' 65 lbs P3 325 abs P3 325 abs P2 65 lbs P4 325 Tic's P4 325 abs P6 590 lbs Ps 500 abs P6 60 lbs P6 PP 3 6 4 P3 P4 P P2 s w w W d d d ad A A 48.3' 38.5' 38.5' GL6%x34.5 DF24F GL6%x27 DF24F GL6%x27 DF24F R1 R2 R1 R2 R1 R2 R DL 7,129 7,129 RDL 5,683 5,683 RDL 5,683 5,683 LL 15,249 15,175 LL 12,265 12,623 LL 12,126 12,202 m 22,378 22,304 m 17,948 18,305 m 17,808 17,884 brg L 5.10" 5.08" brg L 4.09" 4.17" brg L 4.06" 4.08" V MAX 22,378 lbs V MAX 18,305 lbs V MAX 17,884 lbs M MAX 272,980 ft-lbs M MAX 175,466 ft-lbs M MAX 172,787 ft-lbs V (d) 19,762 lbs V (d) 16,257 lbs V (d) 15,836 lbs fv 127 < 276 psi fv 134 < 276 psi fv 130 < 276 psi fb 2,446 < 2,760 psi fb 2,567 < 2,760 psi fb 2,528 < 2,760 psi _._... _. S1 .._ .. . Si Si DL -0.87 A DL -0.73 A DL -0.73 LL -1.88 A LL -1.62 A LL -1.58 L/308 L/285 L/292 ok ok ok A T1. -2.75 A m -2.35 A m -2.31 L/211 _ L/196 L/200 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.15 Cv 1.00 CD 1.15 Cv 1.00 CD 1.15 Cv 1.00 COLUMN NOT REQUIRED COLUMN NOT REQUIRED COLUMN NOT REQUIRED NORDLING Proj. No.: 16-280 STRUCTURAL PERLO OFFICE -040 ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2016 By: JEN Sheet No.: G4 TRANE® General Data 4-TON MODEL YCC048F1MOB YCC048F3MOB RATED VOLTS/PH/HZ 208-230/1/60 YCC048F1/60 208-23/3/60 RATINGS(COOLING)O 208-230/3/60 208-230/1/60 208-230/3/60 BTUH 46500 46500 Indoor Airflow(CFM) 1600 48000 48000 Power Input(KW) 5.23 00 5.191600 5.0500 EER/SEER(BTU/Watt-Hr.) 8.90/10.00 5.23 5.19 Noise Rating No.O 8.90/10.00 9.25/40.00 8.2 8.2 8.4 9.50/10.00 A.G.A.RATINGS(HEATING)® 8.4 (High)Input BTUH 100000 100000 Capacity BTUH®® 80000 80000 100000 100000 AFUE 78% 178% 100000% °F Temp.Rise T.(Min./Max.) 30-60 78% 58% 58 (Low)Input BTUH 80000 800000 1060 450-0 45.00 Capacity BTUH®® 64000 0000 100000 AFUE 64000 80000 80000 80% Temp.Rise F.(Min./Max.) 300 60 80% 80% 30-60 - AT-75 45-75 Type of Gas® NATURAL POWER CONNS.-V/PH/HZ NATURAL NATURAL NATURAL 208-230/1/60 208-230/3/60 208-230/1/60 Min.Brch.Cir.Ampacity 33.0 P4 8 208-230/3/60 Br.Cir.Max.(Amps) 50 36.4 4 26.8 Prot.Rtg.Recmd.(Amps) 50 40 50 40 COMPRESSOR 40 50 40 No.Used 1 1 Volts/Pl1/Hz 208-230/1/60 208-230/3/60 1 1 R.L.Amps-L.R.Amps 21.7-1192083-119.0 2042.101 15.1-101.0 20.3-119.0 14.2.101 OUTDOOR COIL-TYPE PLATE FIN PLATE FIN Rows/F.P.I. 2/15 2/15 PLATE FIN PLATE FIN Face Area(Sq.Ft.) 8.622/15 2/15 Tube Size(in.) 3/8 3//88 8.629/8 3 8 3/8 3/8 INDOOR COIL-TYPE PLATE FIN PLATE FIN Rows/F.P.I. 3/15 PLATE FIN PLATE FIN gA Face Area(Sq.Ft.) 4.28 3 4.28 3/5.45 Via.' '' 3/15 Tube Size(in.) 3/8 3/8 5.4 Refrigerant Control 3/8 3/8 CAPILLARY CAPILLARY CAPILLARY Drain Conn.Size(in.) 3/4"FEMALE 3/4"FEMALECAPIELARY 3/4"FEMALE Duct Connections SEE OUTLINE DRAWING SEE OUTLINE DRAWING3/4"FMDRE OUTDOOR FAN-TYPE SEE OUTLINE DRWING SEE OUTLINE DEAWING PROPELLER PROPELLER PROPELLER No.Used/Dia.(in.) 1/18 1/18 PROPELLER Type Drive/No.Speeds DIRECT/1 1/22 1/22 No.Motors-HP 1 1/5 DIRECT/1 DIRECT/1 DIRECT/1 Motor Speed RP.M. 1-1080 1-80 1-80 Volts/PH/HZ 1080 1080 200-230/1/60 200-230/1/6010 F.L.Amps-L.R.Amps 1.6-3.3 200-230/1/60.9-8.53.200-230/1/60.98.5 INDOOR FAN-TYPE 1.6-3.3 3.3/3.9-8.5 3.3/3.9-8.5 CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Dia.x Width(in.) 10 X 10 10 X 10 No.Used 1 11X11 11X11 Drive/Speeds(No.) DIRECT/1 No.Motors-HP 1 DIRECT/1 DIRECT/2 DIRECT/2 -3/4 1-3/4 1-3/4 Motor Speed RP.M. 1145 1145 1-8 Volts/PH/HZ 200-230/1/60 200-230/1/60 2 00 2 1080 0 F.LAmps 4.3 11.2 200-230/1/60 200-230/1/60 4.3-11.2 5.0/4.3-9.7 5.0/4.3-9.7 COMBUSTION FAN-TYPE CENTRIFUGAL CENTRIFUGAL Drive-Speeds(No.) DIRECT-1 CENTRIFUGAL CENTRIFUGAL Motor HP-Speed(RPM) 1/35-3480 1/3DIRECT-34801 DIRECT-0 DIRECT-0 Volts/PH/HZ 208-240/1/60208-240/1/60 1/3 0 208-240/1/601/35- 0 F.L.Amps 208-240/1/60 0.6 FILTER-FURNISHED? NO 0O 0.6.6 O 0.6O Type Recommended THROWAWAY NO NO NO Min Face Area-Lo(sq.ft.)® 5.33 THROWAWAY THROWAWAY THROWAWAY REFRIGERANT 5.33 5.33 5.33 Charge(lbs.of R-22)® 6.42 LBS. 6.42 LBS. GAS PIPE SIZE(IN.) 1/2„ 8 LBS 8 LBS 1/2 1/2„ 1/2" DIMENSIONS HXWXD HXWXD HXWXD Crated(in.) 35-1/4 X 38 X 64-5/8 35-1/4 X 38 X 64-5/8 HXWXD Uncrated SEE OUTLINE DRAWING SEE OUTLINE DRAWING39-3/8OX 47EX RA I 39-3/8OX NEX RA I WEIGHT SEE OUTLINE DRAWING SEE OUTLINE DRAWING Shipping(lbs.)/Net(lbs.) 461/414 461/414 "See unit nameplate for proper input adjustment 592/523 587/518 0 Rated in accordance with A.R.I.Standard 0 All models are UL Listed.Ratings 0 Convertible to LPG. s 210/240.Noise tested in accordance with shown are for elevations up toO Filtersuamust gbinstalled in basedsen on 20eam. 0 Unit is shipped convertibleon high input, A.R.I.Standard 270.A.R.I.standard rating 2000 ft.For higher elevations 0 This value is,approximate.Formore Square velocity. perma are aree use f.sze with wieaccessory low input conditions are:60 D.B.67 W.B.entering reduce ratings at a rate of 4% precise value,see Unit Nameplate. face velocity.If permanent filters used size with a Low Fire kit. . © Based on U.S.Government air to indoor coil.95 D.B.entering air to per 1000 ft.elevationper manufacturer's recommendation with a outdoor coil. Standard Tests. clean resistance of 0.05'W.C. 10 22-1295-05-0303(EN) TRANE® General Data 5-TON MODEL YCC048F4HOB YCC060F1MOB YCC060F3MOB YCC060F4MOB RATED VOLTS/PH/HZ 460/3/60 208-230/1/60 208-230/3/60 RATINGS(COOLING)0460/3/60 BTUH 48000 60000 60000 Indoor Airflow(CFM) 1600 2000 60000 Power Input(KW) 5.052000 2000 EER/SEER(BTU/Watt-Hr.) 9.50/10.00 6.52 6.32 0/10.00 6.32 9.2 Noise Rating No.0 8.4 9.50/10.00 9.50/10.00 8'4 8.4 g q A.G.A.RATINGS(HEATING)0 (High)Input BTUH 125000 125000 Capacity BTUH 00 100000 100000 125000 125000 178 AFUE 78% 178% °F 00000 Temp.Rise T.(Min./Max.) 45-75 78% 78% 08 30-75 30-75 75 (Low)Input BTUH 100000 100000 100000 30-0 Capacity BTUH 00 80000 80000 100000 AFUE 80% 80000 80000 Temp.Rise F.(Min./Max.) 45-75 30-75 80% 80% Type of Gas 0 NATURAL30-75 30. NATURAL NATURAL NATURAL POWER CONNS.-V/PH/HZ 460/3/60 208-230/1/60 208-230/3/60 Min.Brch.Cir.Ampacity 12.7 43.9 460/3360 Br.Cir.Max.(Amps) 15 33.4 16.3 Prof.Rtg.Recmd.(Amps) 15 70 50 50 25 COMPRESSOR 25 No.Used Volts/Ph/Hz 460/3/60 1 1 1 R.L.Amps-L.R.Amps 67-51 27.9-14 .0 208.5-139 4.4/-71 27.9-141.0 19.5-139 9.4.71 OUTDOOR COIL-TYPE PLATE FIN PLATE FIN PLATE FIN Rows/F.P.I. 2/15 3/15 3/15 PLATE FIN Face Area(Sq.Ft.) 9.2 3/15 9.2 9.2 9.2 Tube Size(in.) 3/8 3/8 3/8 3/8 INDOOR COIL-TYPE PLATE FIN PLATE FIN PLATE FIN FIN Rows/F.P.I. 3/15 4/15 4/15 PL4/15 Face Area(Sq.Ft.) 5.4 4/15 Tube Size(in.) 3/8 3/8 5.4 5.8 3.8 3/8 Refrigerant Control CAPILLARY CAPILLARY CAPILLARYIL LARY 3/4°FEMALE Drain Conn.Size(in.) 3/4"FEMALE CAPILLARY 3/4"FEMALE 3/4"FEMALE Duct Connections SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING OUTDOOR FAN-TYPE PROPELLER PROPELLER PROPELLER No.Used/Dia.(in.) 1/22 1/22 1/22 PROPE2LER Type Drive/No.Speeds DIRECT/1 DIRECT/1 DIRECT/1 1/22 No.Motors-HP 1-1/2 1 1/2DIRECT/1 Motor Speed RP.M. 1080 1 1/210801-81/2 0 Volts/PH/HZ 230/ 30/ 101/ 460/1/60 200-230/1/60 200-230/1/60 60 F.L.Amps-L.R.Amps 1.7-3.8 3.3/3.9-8.5 3.3/3.9-8.5 1.7.38 INDOOR FAN-TYPE 1.7. U CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Dia.x Width(in.) 11 X 11 11 X 11 11 X 11 CENTRIFUGAL No.Used 1 11 X 11 Drive/Speeds(No.) DIRECT/2 DIRECT/2DIRECT1 1 1 No.Motors-HP 1-3/4 /2 DIRECT/2 1-3/4 1-3/4 1-3/4 Motor Speed RP.M. 1080 Volts/PH/HZ 460/1/60 200-230/1/60 200-230/1/60 60/1/60 F.LAmps 2.1-4.8 5.0/4.3-9.7 5.0/4.3-9.7 2.1-4.8 COMBUSTION FAN-TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive-Speeds(No.) DIRECT-1 DIRECT-1 CENTRIFUGAL P (RPM) 1/35-3480DIRECT-1 Motor HP-S Speed RPM 1/35-3480DIRECT-1 Volts/PH/HZ 208-240/1/60 08-2-3480 2-0 208-230/1/60 208-230/1/60 F.L.Amps 0.6 208-230/1/60 0.6 FILTER-FURNISHED? NO NOO NNOO.6 0.6O NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY Min Face Area-Lo(sq.ft.)0 5.33 6.67 6.67 6.67 REFRIGERANT Charge(lbs.of R-22)0 8 LBS 11 LBS,3 OZ 11 LBS,3 OZ 11 LBS,3 OZ GAS PIPE SIZE(IN.) 1/2" 1/2" 1/2" 1/2" DIMENSIONS HXWXD HXWXD HXWXD HXWXD Crated(in.) 39-3/8 X 47 X 66-1/4 39-3/8 X 47 X 64-1/4 39-3/8 X 47 X 64-1/4 39-3/8 X 47 X 64-1/4 Uncrated SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT Shipping(lbs.)/Net(lbs.) 588/519 609/558 609/558 600/568 "See unit nameplate for proper input adjustment O Rated in accordance with A.R.I.Standard 0 All models are UL Listed.Ratings 0 Convertible to LPG. © Filters must be installed in return air stream. O Unit is shipped on high input, 210/240.Noise tested in accordance with shown are for elevations up to 0 A.R.I.Standard 270.A.R.I.standard rating 2000 ft.For higher elevations This value is,approximate.Formore Squareve 000tagep listed are based e 300 size with is Low Fire low input precise value,see Unit Nameplate. face velocity.Ifr is recommendation d are used size with a Low Fire accessorykit. conditions are:80 D.B.67 W.B.entering reduce ratings at a rate of 4% p per manufacturer's recommendation with a air to indoor coil.95 D.B.entering air to per 1000 ft.elevation. © Based on U.S.Govemment• clean resistance of 0.05"W.C. outdoor coil. Standard Tests. 22-1295-05-0303(EN) 11 TRARE® Dimensions YCC018-060 Outline- Rear NOTE:ALL DRAWING DIMENSIONS ARE IN INCHES ''''''-''W4 B A W1 �"` ---- W3 SUPPLY & ECONOMIZER/FILTER RETURN ACCESS PANEL EVAPORATOR COIL & PANEL BLOWER PANEL C CENTER OF GRAVITY `W2 D II :71 \1," :Ir. �' 5\ / �- 1 216HOP I=ONT AL �` i8 DIA. ENTRY SUPPLY l`` FOR 1/2 N.P.T. OPENING ` Il L`` / 18 GAS CONNECTION DOWNFLOW P \I,- SUPPLY �� CONDENSATE DRAIN OPENING ` ./ FOR 3\4" FEMALE NPT HORIZONTAL �� DOWNFLOW RETURN RETURN OPENING 3 OPENING N ��//////////////// L &M DIMENSIONAL 3 TURFAC ABLE IE I SEE 4 j 4 B 0 3 _ APPEARANCE SURFACE : i 4 4 OF SUPPLY & RETURN i PANEL �i////�/ 1 2 SECT Y-Y SECT. X-X TYPICAL CROSS SECTION TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & OF SUPPLY & RETURN RETURN PERIMETER FLANGES PERIMETER FLANGES From Dwg.21D661690 CORNER WEIGHT(LBS) UNIT , MODEL ABCD E F G H J K LMNP W1 W2 W3 W4 WEIGHT cc YCC018F-L 68.3 61.7 84 92.9 307 • YCCO24F-L 69.4 60.0 85 99.5 314 55-1/4 36 25-3/16 18-9/16 11-1/16 6-9/16 6-13/16 17 21-5/16 25 17-1/2 10 3 4-7/16 YCC030F-L 70.5 61.4 87 99.8 319 YCC030F-M 84.06 68.08 92.1 113.7 358 20-3/4 25-13/16 YCC036F-L 78.3 68.3 95.6 109.7 352 55-1/4 36 29-3/16 18-9/16 11-1/16 6-9/16 6-13/16 17 17-1/2 10 3 4-7/16 YCC036F-M 86 67.6 93.2 115.13 364 19-3/4 24-13/16 YCC036F-H 90.3 73.8 101 123.7 399 YCC042F-M 103.8 88.7 98.6 122.6 412 62-3/4 36 29-3/16 18-9/16 11-1/16 6-9/16 11-1/8 17 19-3/4 28-1/4 17-1/2 10 3 8-3/4 YCC048F-M 104.6 84.6 102.2 126.4 418 YCC048F-H 123.8 104.6 132.5 157 518 YCC060F-M 135.4 109.8 137.3 169.3 552 65-5/16 45 33-3/8 21-1/16 15-1/16 4-15/16 9-1/8 21-15/16 25 29-7/32 20 14 3-1/2 8-5/16 28 22-1295-05-0303(EN) TRINE® Dimensions BAYCURB034A Roof Mounting Curb Outline YCC048F-H/060F—Units INSUL. DECK I 43 a33,. 6216 `-- 2 2 178 7.4%.%%%%4\,%...%....%.:UPPLY ' ! A 14 e 1z � / c �� RETURN lEt 21 221/8 DUCT 11 2 C662034 Required Clearance for Unit Installation and Roof Penetration Hole Size Required / D _ © ` %0000. � SERVICE SERVICE CLEAP.ANCE LINES CLEARANCE LINES d� 4PPL SIDE RAIL ` >0,4. WOOD NAILER >0000100° HOLE IN ROOF SERVICE CLEARANCE DIMENSIONS A B C D 42" 30" `12" 36" 50 25" 18"WITH 25%FRESH AIR ACCESSORY 30"WITH ECONOMIZER \,,„--- From Dwg.210662038 26 22-1295-05-0303(EN)