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Specifications Me=Czozo-od/53 • /6-333 S uorrt PKWV STRUCTURAL CALCULATIONS FOR RECEIVED MAR 17 2020 PCC228 SPEC SPACE CITY OF TIGARD BUILDING DIVISION 15333 SW SEQUOIA PKWY, SUITE #100 TIGARD, OR 97224 -- ROOF MECHANICAL UNITS -- OglesZtzt 4 1 187 p 4 ORE ON I./ ✓O O�V 1 5. ^9a P6 tiNc. NO?' EXPIRES:12/31/20 Contents Details A-I D1 -D9 Gravity Calculations G1 -G3 Lateral Calculations Ll -L2 Contact Person: John E Nordling,PE Enclosures El -E5 NORDLING Proj. No.: 20-037 C SPACE STRUCTURAL PCC228 SMECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 11Lth,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.:COVER Oi , A ROOFTOP UNIT SCHEDULE: COOLING HEATING ELECTRICAL TAG MFG. MODEL CONDITION TONS CFM WEIGHT NOTES • NETMBH SEER EER INPUT MBH OUTPUT MBH MUE VOLTAGE MCA MCOP I RTU-1 CARRIER 4SFCDA05A2A6-540AO NEW 4 2000 47.0 14.0 11.6 67.0 54.0 81 460-3-60 10.0 35.0 573.0 , 1,2 I 11111-2 CARRIER 48FC0A04AIA6.049AO NEW 3 1509 345 14.0 _ 11.5 67.0 54.0 81 460-3-60 9.0 15.0 6120 1,2 ETU.3 CARRIER 48FC04054146-04040 NEW 4 2000 47.0 14.0 11.6 67.0 54.0 81 460-3.60 100 15.0 673.0 1,2 PTO-4 CARRIER 48FC0406414604040 NEW 5 2500 58.5 14.0 11.0 67.0 54.0 81 460-3-61 13.0 15.0 686.0 1,2 RTU-5 CARRIER 4EVL-C2404030 NEW 2 B00 23.0 14.0 11.5 40,0 33.0 81 208/230-1-SC 15.4 20.0 400.0 12 I RTU-13 CARRIER 48FCOAO44IA6-0AOA0 NEW 3 1500 34.5 14.0 11.5 67.0 54.0 81 460-3-EC 9.0 15.0 6110 1,2 1 RTU-14 CARRIER 48VI.n04030 NEW 2 BOO 23.0 14.0 11.5 40.0 310 81 208/230-1-60 15.4 10.0 403.0 12 MU-15 CARRIER 48F00406414604040 NEW 5 2500 58.5 14-0 11.0. 57.0 _ 54.0 81 460-3-60 13.0 15.0 636.0 1,2 NOTEL 1)PROVIDE AND INSTALL NEW HONEYWELL VISION PRO THERMOSTAT ' 21 CURB AND ECONOMISER WEIGHTS INCLUDED , O O O RH I O L 1 /. LOOPY II I ` FIZZ 1 1 ,i BREAK ROOK � I, O - DEC -- ���WI , � p �7 AB 1. • ..O . _ . .p.., r/.0 . I _ I I, I/ ® I I J r ., _ _ , . , . , e _ . _ _ _ ___ ___ _. .. __ .___. _ . ....e r _f, .. ..._.... . __ . . _ . . ... . ... ..... .. . - - O • • I • 11 j I II ,.c RUOTURxi o _ �tO0 PROP49.0 t. ® HVAC LAYOUT /A I 12,18 I / - . • P ' • �REGON0 . I ✓O JGCY 15, 1gg F _.... A . t�P-..M eC/4-A- 9s 4..4i:31�"� Hy �� n E, NOWD EXPIRES:12/31/20 NORDLING Proj. No.: 20-037 • STRUCTURAL PCC228 SPECISPiJA10E IT J ‘ y ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200'Beaverton 02,97008 Date:FEB 2020 By: JEN Sheet No.: P`j 435' n • • • . .. ® L B ; d� , r t.4.'rPi . fey 5 i 47 . --„. ..•..,,. • 1 Aik - voi: dr • � 4 -lG,4r''V(ktia eA-, fen, . t # ��p PRO1 4.9 cam. 12,1:' 9 J OREGON 0: EXPIRES:12/31/20 - NORDLING Proj. No.: 20-037 ` PCC228 SPEC SPACE STRUCTURAL MECH UNIT A ENGINEERS, LLC PAC TRUST 6775 SW 111th,Salta 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.: I,2 . a.-GSA „-,. -,, 1 C _._ .... _.�.�em4 v......y.-..ec.+�.c•-+rx.^:c.� `Sv :,ma.-'. ab - F r , a 11 1 c?v- 2 So�ucruRA< K - S<3ip PROfie f 7 1-P :11'c.c e,h.S bo t 4-wor 5...( W � wN G I N E ✓O --/ LV 12,187 REGON ✓ eU<Y 15, 198� I Co OyN .. NORo\'\P EXPIRES:12/31/20 NORDLING Proj. No,: 20-037 ._. PCC228 SPEC SPACE iv.:40s) STRUCTURAL MEC UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.: 1. 3 . . s . n• „ [2t'tdii � a Jd rto 4jt i . ' 1:t. ; f• ... ....... 4 ' .�j. . . - _ ... -_ -..up-. w,_.—z..:+mmmni..�- +,viz-_ - -�..,.....y , . . "... ...® 'GC IP2,41 f • ---T, , i i .1 • , (�'T"v,-.44/ S.t RU C T Up,i 4 "', Grp ,, _...�. ,. 12,18 / / 9 . OREGON T >IY••• : 10) . P--ru.-- 4- EXPIRES:E2.1NR0M NORDLIleTG Proj. No.: 20-037 % ?itt, 0STRUCTURAL PCC228 SPEC SPACE MECH UNIT .,iiii, ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.: ‘74k. • • ' • s G. 4 . . ® . -.. -� .fiLi�w�dsrnaaL..um.e.xtva�.AAVYS.�hr:rcfrY,9+•'+fx Nn w+nv « a itr)cgq. ' ;A .1. , a II iii €. 'fYPl f:Aa. i T i i 1 I , t • 1 `1 4r-�c. ' '641 :A, s61 tar4- c.W4fT Gat 106.4 1rL)— 5 S0RUCTURq4 .,.rl r� � ....._._....,,.-_.,. 12,18 ', 1 I 4 . , . El., „ . " . • EGON a, 0 V dG , is, 190 Si _.. i,....,,,5.,., oyN E. NOR°�\ EXPIRES:12/31/20 NORDLING Pro;, No,: 20-037 • STRUCTURAL PCC228 SPEC PEC PEC SPACE UNIT : ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.: VS • . Te_____:_z_ 01 -7 :A i . • .G , .- i _ • •R I. I a 1' N.' .-,. 1 ' • - - — :VA -T, . g • t Pro— I 0Rucrupq4 �. 4<— %.0 PROpp� 1" ot.s6 it _ 4144 w-' g.--. 4/C \�\ N0I NEER .(4® Cit. / 12,197 ''' ORE ON / 0 . NOI*3 EXPIRES:12/31/20 NO sI LING . Proj. No., 20-037 PCC228 SPEC SPACE 10'i STRUCTURAL MECH UNIT o:i1„..4.,4iiiii, . ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No,: t" • • 6,-67.syek. ��._er.-a—r....4— ..u�ti4a4WLMK_.._ ..•.- v.•�.% ♦.•..ue+/CRWa..+be..yru.�n+.e.a... ♦ --°i +n^+.a9..n�... I Y 4-1 i . ....._. a mc-.,ee___ ..,,,,,.,,.n- Ii ® N I 1 1 �F . ., [ .IT . , . •, , , ., , • E ¢tg ,--y .0 R-� e-A.. tNo 6.zi`z wl 6 cA 2. cq e<pw/ °v (..o 0),, EnD �V 1� .44.1 .0 � S1RUCeTpU[R�g4 1 CO aPj 2,187 _... 44 r� OREGON 0 .. R:ILY. . i„ . NORO EXPIRES:12/31/2D NORDLING Proj. No,: 20-037 . eSPACE :STRUCTURAL PCC22S SPEC ECH UNIT -- ) ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200-Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.: 1,1 j 1 ' MECHANICAL UNIT (4) STEEL BRACKETS W/ (4) 010 x lie' TEK SCREWS TO CURB 4 (4) *10 x k2' F TEK SCREWS TO UNIT BASE RAIL CURB MECHANICAL UNIT i UNIT EASE RAIL �1 1 (4) *10 SCREWS /'\ I--- ' STEEL HRACKET / . , . ,LP; .—CURB . 1 L� f012 WOOD SCREWS 612' o/c, (II2' PENETRATION) TYP U.N.O. LEVELING CURE CAS REG?'DJ — r— 1-- 1 4x8 I I k"---(E) GL PURLIN BEYOND L ,�-(E) GL GIRDER r.6 ,aO,N sf/, , 12,1 f lhr . OREGON if u DETAIL_ vOy:4:.1NORM\.,aC I I EXPIRES:12 131/20 NORDLING Proj. No.: 20-037 W STRUCTURAL Pcc228 SPEC SPACE ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton oR,97008 Date:FEB 2020 By:JEN Sheet No.:D8 MECHANICAL. UNIT I (4) STEEL BRACKETS W/ (4) 010 x pis' TEK SCREWS TO CURB E (4) 010 x 1/2' TEK SCREWS TO UNIT BASE RAIL CURB ,, ECI-IANICAL UNIT �UNIt BASE RAIL (4) 010 SCREWS STEEL BRACKET L4-CURB „_-"12 WOOD SCREWS 612' o/c, (1 2' PENETRATION) TYP UN.O. LEVELINGCURB CAS REQ'D) ►"t 4xS 4xs — —cE) GL PURLIN BEYOND 001311,44 39 PRO, eNGtraee. OREGO II ®E TA I!� ✓oyN NOS)�\a� EXPIRES:12/31/20 J NORDLING Proj. No.: 20-037 PCC228 SPEC SPACE STRUCTURAL . '.11 IvrECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97002 Date:FEB 2020 By:JEN Sheet No.: D9 , . arteu, • . . . . . . . . . . ,. .... ., ..... . .... .. •, •.. • . • • - '••• • ; . 1 AN:AN '6GOAF • . 4(tve '' a ' . A I • . lir . . , • ... . ,_........, .. ....,.. .. - qt,, . . ... . ..., ...: . , ‘ .0; ;. ,574r4 1, N • 1 , . --T. 4.1.--1,v40 -,5„f-07? I • •...... . .. . • . . R.To4tic , — 4 144,04,-44.0t)t CI 410 ir 1...0,,,,,„..A -lli et P.,14,ot• G-5P . - -- . - ........—....... ... .., • ® & i(j..1'w(40,5•416):V14* tgv.-100`44-4 td647- , ,i,..w.1. = lg.)30- • - - --- kt. 44:7. .:''. . .... . h. 4 1'1;14 V ........ . ... . . . ... .. i 4. . ... ... .... . q Z+W.?• ...,.4. , --v- • .....ix...- I • ! 1 , • NORDLING Proj. No.: 20-037 6° STRUCTURAL PCC228 SPEC SPACE 1 ... k ENGINEERS, LLC ii, IVIECH UNIT PAC TRUST 5775 SW 111th,Suite 200 Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.: 6 I • • A is l • 1 a 13 I::2Tw 1 E I T.--( D 4),-(o'd 'Ud4 A CN• • 0..Sa t$.4'r.,,PA:?Yr (n*44 re..-co.- ' , �,....UP'' o- P3 '6 (r)3 r•,...- 't$( c'l�( ... l'..czy\,z,_ 0 y= i H NORDLING Proj. No.: 20-037 PCC228 SPEC SPACE 0. STRUCTURAL MECHUNIT ht.' 11:7,dis) ENGINEERS, LLC PAC TRUST 6775 SW 1I1th,Suite 200•Beaverton OR,97003 Date:FEB 2020 By:JEN Sheet No.: C1'L Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 •Beaverton, OR 97008 Date:02123105 Page: MULTI-SPAN TIMBER BEAM DESIGN PCC228 SPEC SPACE A•(TL) B-(TL) C-(TL) D-(TL) E-ITL) GENERAL DATA - 1 2 3 4 5- All Spans Simple Support?? : YES Spans Length ft : 6.00 6.00 24.50 8.00 24.50 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 2.500 3.500 2.500 Beam Depth in : 5.50 7.25 18.00 7.25 18.00 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- F'b-Modified Allow. psi : 1345.5 1345.5 2638.4 1345.5 2638.4 fb•Actual. psi : 612.0 367.9 1961.9 349.6 2085.2 F'v-Modified Allow. psi : 207.0 207.0 218.5 207.0 218.5 fv(actual)* 1.5 psi : 39.9 28.6 109.4 22.5 107.3 Moment @ Left k•in : 0.0 0.0 0.0 0.0 0.0 " Moment @ Right k-in : 0.0 0.0 0.0 0.0 0.0 Max.Morn.@ Mid-Span kin : 10.8 11.3 264.9 10.7 281.5 • X-Dist ft : 3.00 4.00 11.92 2.51 12.25 Shears: Left k : 0.60 0.30 3.69 0.40 3.63 Right k : -0.60 -0.50 -3.52 -0.26 -3.63 Reaction @ Left DL k : 0.60 0.13 0.98 0.16 0.98 LL k : 0.00 0.17 2.71 0.24 2.65 F Total k : 0.60 0.30 3.69 0.40 3.63 Reaction @ Right DL k : 0.60 0.23 0.98 0.10 0.98 _ LL k : 0.00 0.27 2.54 0.16 2.65 Total k : 0.60 0.50 3.52 0.26 3.63 Max.Defl.@ Mid Span in : -0.075 -0.028 -1.095 -0.050 -1.135 X•Dist ft : 3.00 3.20 12.25 3.73 12.25 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 Fh:Basic Allowable psi : 1170.0 1170.0 2400.0 1170.0 2400.0 Fv:Basic Allowable psi : 180.0 180.0 190.0 180.0 190.0 Elastic Modulus ksi : 1600 1600 1800 1600 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Uniform DL plf : 200.0 10.0 80.0 10.0 80.0 LL pit : 0.0 25.0 200.0 25.0 200.0 Point DL # : 300.00 180.00 j LL 11 : 300.00 350.00 200.00 400.00 X•Dist. ft : 4.00 6.00 2.50 12.25 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 Shear # : 0.60 0.30 3.69 0.40 3.63 Moment k-in : 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 • 63 V4.462(c)1983.95 ENERCALC Bruce W.Kenny,KW060914SL•A ASCE 7.10 Standard Roof Top Mech Unit Location 45°24'33.59"N Ss and Si Mapped Spectral Acceleration Values 122°44'50.34" W 15333 SW Sequoia Pkwy,Tigard,OR97224 Ground Motion Ss 0.968 St 0.420 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 1.077 SMt Fv* Si 0.664 Design Category(SDC) D SDS (2/3)SMs 0.718 SDI (2/3)SM1 0.442 Air Side HVAC Fp MIN= 0.3 SDS IP WP ap 2.50 Rp 6.00 = 0.215 WP->*0 0.151 F 0.4 ap •SDS 'Ip (1+2 Z W FP MAX= 1.6 SDS IP Wp p R ` hi ° = 1.15 WP->*0 0.804 P z= 20.0 ft ASD Fe= 0.36 WP->*0.7 0.251 Eq= 0.285W+0.2 SDS W W:Weight of Unit z= 24.oft FP= 0.41 WP->*0.7 0.285 ASCE 7.10 Wind Force Standard Roof Top Mech Unit Wind Speed: 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factorx=1.9 qz: 23.24 psf kz: 0.70 Unit Weight 707 lbs Gust: 0.85 Ka: 0.90 Unit Height 33" Cf: 1.30 K t: 1.00 Unit Length 74" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 497 lbs -ASD T= 497 lbs * (14"+33"/2)/47" - 0.6*707 lbs/2 = 110 lbs Net Uplift NORDLING Proj. No.: 20-037 PCC228 SECTNISTRUCTURAL MHT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.:L1 G Height 33" Weight 781 lbs 1..� VEQ Length Length 74" RTU 4&15 686 lbs 112 lbs Tr' Width 47" Curb 95 lbs ...4iiik Curb 14" W: 781 Iba VEQ=0.285*781 lbs+0.2*0.718*781lbs /- =222 lbs+112 lbs ^1 T=222 lbs* (14"+33"/2)/47" + 1121bs/2 - 0.6*7811bs/2 _-34 lbs [O Net Uplift] V=2221bs 2Q 222 lbs iN‘111, ",0 Height 33" Weight 768 lbs C: 34 lbs Length 74" RTU 1 &3 673 lbs Width 47" Cm-b 95 lbs Curb 14" VEQ=0.285*768 lbs+0.2* 0.718* 768 lbs =219 lbs+110 lbs (4) "MH-PRC-HOLD" l6 Ga GALVANIZED STEEL BRACKET W/ (4) 010 X 1/s" TEK T=2191bs*(14"+33"12)l47" SCREWS TO ROOF CURB d (4) 010 x 1/2" + ll0lbs/2 TEK SCREWS TO UNIT BASE RAIL - 0.6*768 lbs/z • - - =-33lbs [ONet Uplift] V=2191bs Height 33" Weight 707 lbs Height 42" Weight 495 lbs Length 74" RTU 2& 13 612 lbs Length 32" RTU 5&14 400 lbs , Width 47" Curb 95 lbs Width 32" Curb 95 lbs Curb 14" Curb 14" VEQ=0.285*707 lbs+0.2*0.718*707 lbs VEQ=0.285*495 lbs+0.2*0.718*495 lbs =201 lbs+1021bs = 1411bs+71 lb s T=201 lbs*(14"+33"/2)/4T' T=1411bs*(14"+42"/2)/32" + 1021bs/2 +7llbs/2 - 0.6*7071bs/2 -0.6*495 lbs/2 =-311bs [0 Net Uplift] =41 lbs Net Uplift V=201 lbs V= 141 lbs NORDLING Proj. No.: 20-037 STRUCTURAL Pcczzs sMECH UPNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2020 By:JEN Sheet No.:L2 - COO 48FC4004-07 BASE UNIT DIMENSIONS CO M • 1YIf ri 151M IAd1111 IX gaining Insild 011XFSE dV1Y6S OY oc.!I Y15 VOTES: UNIT J X CCRT21Cf 111.11 1 d015 11111r YPd fIX9 piACCCUIiAf IX1[d11/67. d 1di 1ME dXEAl2 RILL N®0154 1.DIMENSIONS ARE II INCHES.DIMENSIONS 33 3/8 IB S/B Gvsa.d.aw•°�minO OIIIIII IN I I ARE IN MILLIMETERS. /BFC••0/ IURI 11121 2.B CENTER OF GRAVITY IBFC••OS 3 3/B 4]IB CONNECTION SIZES . I B1 i1 13111 33-3/5 A 1 3/8.1351 DIA FIELD POWER SUPPLY HOLE 48FC••06 33 318 II 1lB IBAB1 ¢$R 1. DIRECTION OF AIR FLOX' IBdi] 1311] 8 2' 1501 DIA POWER SUPPLY KNOCKOUT Who 01 3/B IB S/B - C 1 311'ISIS DIA GAUGE ACCESS PLUG 18FC••01 11051] 14121 III fl ' ECONOMIZER HOOD ' I._0.�ALL VIEW DRAWN USING 3R0 ANGLE ISM (OPTIONAL! 16 D 1/8'[221 DIA FIELD CONTROL WIRING HOLE p IAOT1 E 311•-4 XPi CONDENSATE DRAIN �e�g2V 25-S/B 6521 F 1l2'-I4 API GAS CONNEC110N RETURN AIR J 6 2 1/2' 1641 DIA POWER SUPPLY KNOCK-OUT CD -'\eCj e /// TXRU-THE-SAGE CHANT Cl) 1 ry/7 y4- - � • / THESE HOLES REDDENED FOA USE .:�I����9 ��xx xx / I27T 1B AEB RN CRBTNPWR008A00,009A00 ®• GA.g911 �011HI1�I416 TNR[ADED WINE REO'0 HOLE - (II111�1`•111PGI/ ql1/. ( COINYIT SIZE USE SIZES MAX.! \\\ i ,H ( I Y 1R• 115V /IB' 122.21 Cl)M-11B •�� 1� J 29-112 X 3/5 24V NIB• 122.21 V/ Y 3/4' POWER 1-1/8•[28.61 11120.9] - V E ALT. - 17-3/1 II/B] Z. f009A001 1/2'FPT GAS 1-118'(28,61 ' CONDENSATE 14511 ♦ FOR'THY-INE-BSSEPSN'FACEORT OPTION, �I DRA1R OPCNI YG GDP1 y \ IN BASEIAY AIR 26i518 SUPPLY FITTINGS FOR ONLY X, Y.E 2 ARE PROVIDED AIR • 1008A001 PROVIDES 3/4'FIT THRU CURB 11-11t 1 I FLANGE 6 FHTT1 N6. 13691 12-1/2 11-1/2 - SEE THAU THE X ' [3181 [am RASE CHART 10-118 —2X 23-34— 3-1 f1-- 6-1/4 12561 16031 1811 11581 WE 1V [toll XWp I—I160-DB H 2X 25 y 16357 14661 it 2X 4-5IB TOP 1.441 1118] [STD. rw CONDENSATE DRAIN 12518 ELECTRICAL 1275] 1251 DISCONNECT 111 ' -• —LCCAlION -- - �� FILTER .A CONDENSER -- A,D,G OPTIONAL CONTROL BOX vACC[ 1 Y3.3//COIL _= INSTALLED SS PAY[L - INDOOR BLOWER tT-318I(6531I. OPTIONAL -- 1111 I DISCONNECT 10 ACCESS PANEL SUPPLY 1441IAIR I-N RE ON IA _ '-NA INSTALLED MUM • I D -- N CONVENIENCE , �.— _� 13021 'I _1 i /21-114 Lyy OUTLET I= — �GI LAxOIE I1.1/8 1 I [E39] AIR /j1 p947R I O OUTSIDE Imo_ _�- - — IA 6.518 128114 40111 .__ �`� `i 11681 OO 'I I- F••-'•- I Y OC{? Il��Mi■� HANDLE 5-3/1 MI 6-318 T 5.3H B-3lB 11161 fi611 mu [1461 3-3// 46-SIB —30.1/8 1E141 (951 [t 186] [ 26-7/B 16RI I6E121 7861 OEAgHETRIC LEFT 11889] 1 FLOW FRONT AIR RPLY lit RETURN RIGHT AIR ITC CLASSIFICATION SHEET DATE SUPERC[OS 48FC 04-07 SINGLE PACKAGE ELECTRICAL REV 04/02/19 10E25/18 COOLING WITH GAS HEAT 48TC003093 C Li; U.S. ELLN:NSR 1 OF 3 48FC**04-07 BASE UNIT DIMENSIONS(cont) THIS[IXIMI[t L[1R IYA[AR IX Ylf CLIxMIL,RRK11 r[px3[IW K mEsE pAY[xG W gum, •—"`1T2 1MA1[IXf WTIMIS ALEYMIN.0 1IXLIMI01MIYGEER TLOM KK!H6I IXYSrA.YII IA1i 1"". 11"A STD.UNIT COINER CORDER CORNER CORNER WIWI OHM MIMI. 4anuHaO WMTAMI. HET WEIGHT• WEIGHT 1A1 WEIGHT 18/ WEIGHT 4G HEIGHT[DI C.6. HEIGHT GSe•+T.eH.w. LBS. H. LUG. KG. LBS. KG. LDS. KO. LOS. KG. Y Y 2 _ 48F0..04 422 219 113 51 116 53 128 58 125 51 37 5/8 19561 24 9/16 16241 18 114 14641 48E0•005 543 246 138 63 133 60 133 60 136 63 36 117 19271 23 3/8 15941 18 14571 480C••06 556 252 142 64 136 62 136 62 142 64 36 112 19271 23 3/8 15941 18 1457] 46708•01 601 115 162 13 152 69 141 64 151 68 36 19141 22 1/2 1572] 19 3/8 1492] •STANDARD UNIT WEIGHT 15 WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES.REFER TO THE PRODUCT DATA CATALOG. 1 BACK R12 1/2 WITH ECONOMIZER BACK [3181 \ 1— . , , . WITHOUT ECONOMIZER HOOD CORNER A - CORNER B ECONOMIZER OPTIONAL DOOR (OPTIONAL) ' +I SWING /�_�p O t O nl/1/InI,..�((V,,�n>>>t���llllp,., (1,71---='74:".*/ RIGHT —� ! Y 1���««��V • � Iq; ®m1A111111hI, _� A I I (.1/4)CORNER D - LJ - - CORNER C I_ LEFT X - - u s/5 uX TOP 118961 FRONT L 1 ( i 1 I ROTES:. 10 i FOR ALL MINIMUM CLEARANCES LOCAL[ODES Ofl JURISDICTIONS NAY PREVAIL. _ Z SERVICE WI7H CLEARWVCE SERVICE WITH: DREAMING 4 I= SURFACE CODDUC1IVE BARRIER NONCONDUCTIVE BARRIER CLEARANCE � I FRONT 48 [1219mm1 36 I914mm1 18 [457mm] ri00 •f .„u ^"`I oa: LEFT 48 I1219mm] 42 [1067m81 18 [457mm1 d mm FRONT BACK IRO PEW 48 I1219 ] 42 [10678n1 18 [457mm1 BACK W/H005 36 I9148811 36 [9148.8] 18 [457mml RIGHT 36 I9148881 36 [9148881 18 [457mm1 TOP 72 [1829m0] 72 11829m11 72 (18290011 ITC CLASSIFICATION SHEET DATE EAPRRCEDEO 48FC 04-07 SINGLE PACKAGE ELECTRICAL REV 44, U.S. ECCN:NSR 2 OF 3 04/02E19 10/25/18 COOLING WITH GAS HEAT 48%003093 a to ND �� Fl .. .......- __ _. RTU-1 THRU4, 13 & 15 Electric Heaters Time Guard II control circuit Carrier offers a full-line of field-installed accessory heaters. This accessory protects your compressor by preventing The heaters are very easy to use, install and are all pre- short-cycling in the event of some other failure, prevents engineered and certified. the compressor from restarting for 30 seconds after stop- ping. Not required with SystemVuTA1 controller, RTU Open controller,or authorized commercial thermostats. OPTIONS AND ACCESSORY WEIGHTS 48/50FC UNIT WEIGHT OPTION/ACCESSORY NAME 04 05 06 07 lb kg lb kg lb kg lb kg Humidi-MiZer®System" 15 7 15 7 15 7 24 11 Power Exhaust-vertical 51 23 51 23 51 23 51 23 Power Exhaust-horizontal 39 18 39 18 39 18 39 18 EconoMi$er®(X,IV or 2) 35 16 35 16 35 16 35 16 2-Position Damper 39 18 39 18 39 18 58 26 Manual Damper 12 5 12 5 12 5 18 8 Medium Gas Heat(48FC units only) 9 4 9 4 9 4 15 7 High Gas Heat(48FC units only) — — 63 29 63 29 63 29 Hail Guard(louvered) 13 6 13 6 13 6 17 8 Cu/Cu Condenser Coil 37 17 74 34 74 34 95 43 Cu/Cu Condenser and Evaporator Coils 75 34 112 51 112 51 165 75 Roof Curb(14-in,curb) 95 43 95 43 95 43 95 43 Roof Curb(24-in.curb) 150 68 150 68 150 68 150 68 CO2 sensor 2 1 2 1 2 1 2 1 Flue Discharge Deflector 7 3 7 3 7 3 7 3 Optional Indoor Motor/Drive 10 5 10 5 10 5 15 7 ' Low Ambient Controller 9 4 9 4 9 4 9 4 Winter Start Kit 5 2 5 2 5 2 5 2 Return Air Smoke Detector 7 3 7 3 7 3 7 3 Supply Air Smoke Detector 7 3 7 _ 3 7 3 7 3 Fan Filter Switch 2 1 2 1 2 1 2 1 Non-Fused Disconnect 15 7 15 7 15 7 15 7 Powered Convenience Outlet 36 16 36 16 36 16 36 16 Unpowered Convenience Outlet 4 2 4 2 4 2 4 2 Enthalpy Sensor 2 1 2 1 2 1 2 1 Differential Enthalpy Sensor 3 1 3 1 3 1 3 1 LEGEND — Not Available * For Humidi-MiZer system,add Low Ambient controller weight. NOTE:Where multiple variations are available, the heaviest combina- tion is listed, 19 Date: Weight: 701bs (US) 31.75kg (Metric) Part Number: CRB-SDSML-14 MicrOMet! RTU: Submitted to: I Approved by: Notes: Knockdown Curb- 14 Inches Tall Non Insulated Full Perimeter, Using Micro-Lock Galvanized Metal Construction. Knockdown Roof Curb Without Pitch, Insulated Deck Pans Included, Includes Wood Nailer,And Gasket Package. RTU-5 & 14 ! d . a,. _----;_".;._;-- ---.:----„,f.� . .--- -i'i ---`'� .- SUPPLY "�".- ------- - � t. - TT.�� E i r'i+.I �i-.'I t i JIfJ� `\�-.. J �_ i. .---' ..'y.-_r - Freight , '.- ��= !%ter'! _i i r .T ,/ ti - --.-..„ _.-„,„ d'X t i t .E' /'• /' -- - "`,}`!M1 \_"mil� -J ;• `}i:' J-y lr "L ti . y 1 - f J L I t—0E1 i s r Iter - . ."------'4.-Ar-----.---:_------------ Selected r:11 ---+ Height 4--- R � CROSS SECTION OF CURB al A- I.D. B - I.D. C -O.D. D -O.D. E F G H I 44.18 28.75 30.61 46.04 10.00 16.00 10.00 16.00 0.93 This Document Is The Property Of MicroMef Corporation And Is Delivered Upon l he Express Condition That The Contents Wdl Not Be Disclosed Or Used Without MiaoMells Written Consent. Master Revision:0001A MicroMetl Reserves The Right To Discontinue,Or Change At Any Time,Specifications&Designs wilhoul Any Notice Incurring Obligations. Page Revision: 0001A Indianapolis_3035 N.Shadeland Ave.,Indianapolis,IN 46226_800.MMC.HVAC--Sparks_905 Southern Way,Sparks,NV 89431_800.884.4MMC••Longview_201 Kodak Blvd.,Longview,TX 75602_903.248.4800 48VL--B UNIT ELECTRICAL UNIT WT. UNIT HEIGHT IN/MM CENTER OF GRAVITY IN/MM ty CHARACTERISTICS L8 KG 'A' X V Z z 48V1.(-/108241040/060)30 208/230-1.60 330 149.6 42-1/8 1070 22-13/16 579.4 15-5/16 388.9 15-11/16 398.5 48011-/818301040/060)(3/510 208/230-1, 208/230-3-60 342 155.0 44-1/8 1121 22-13/16 579.4 15-5/16 388.9 15-13/16 401.6 48011-/NIB361060/0901(3/510 208/230-1, 208/230-3-60 316 170.4 46-1/8 1172 22-13/16 579.4 15-5/16 388.9 16-5/8 422.3 (j 4801A-/N18361060/090160 460-3-60 390 176.8 46-1/8 1172 22-13/16 579.4 15-5/16 388.9 16-5/8 422.3 I-y CORNER WEIGHT LB/KG 'h71 UNITS VOLTAGE •1' "2" Z 4801(-/91824E040/060)30 208/230 49.5 22.5 66.0 29.9 98.9 44.9 115.4 52.4 Vj 48VL(-/N18301040/060)13/510 208/230 51.3 23.3 68.4 31.0 102.5 46.5 119.6 54.3 11 48VL(•/N]836(060/090)13/510 208/230 56.4 25.6 75.2 34.1 112.7 51.2)31.5 59.7 0 48VL(-/1118361060/090)60 460 56.4 25.6 75.2 34.1 121.7 55.3 136.5 62.0 Z-+ 9-15/16 L.--21-9/18 9-15/16 1.-- 1252.41 1541.71 1052.41 REOUFED CLEARANCES TO C[►Bt MA N9ATL 3 Tns�• NOTE: ALL TABLE DATA RELEVANT FOR ALL FACTORY INSTALLED INCHES [MM] IRT.31 OPTIONS EXCEPT ECONOMIZER TOP OF UNIT 14 [355.6] N DUCT SIDE OF UNIT 2 [50.81 . . 2-3/4 i SIDE OPPOSITE DUCTS 14 [355.6] 169.91� 0 RETURN SUPPLY ❑ BOTTOM OF UNIT 1/2 112.71 W FLUE PANEL 36 1914.4] ON 61 OPTIONAL. -'5J 'a 11, OPTIONAL i ' FEE-' MOWED i RETURN � � suPPtr h. INCHES [MC 15-15616 0 .. AIR ® ;;; AIR ` - X4� � OPENING BETWEEN UNITS, POWER ENTRY SIDE 42 [1066.8] u° ,1` I11 I�/h/�.. ''\� VA UNIT AND UNGROUNDED SURFACES. POWER ENTRY SIDE 36 1914.0] OPENING IN �\h\ r f� � �1 Ill e, UNIT AND BLOCK RO OR CONCRETE WALLS AND OTHER \ . ill,�- a 3-3116 GROUNDED SURFACES, POWER ENTRY SIDE 42 [1066.8] OUTDOOR COIL i , � , - j181.01 ��-���. i• �I,lEARANCE FOR OPERATION RC SERVICING 2_1 �_� INCHES INN] •r' 1 .Fr�'* , F) 1 6 EVAP. COIL ACCESS SIDE 36 1914.0] W' l' -_- C. La,� I152.41 POWER ENTRY SIDE 42 11066.8] 1 ❑ � 03 r (EXCEPT FOR NEC REQUIREMENTS) 7 4 / I UNIT TOP 36 [1219.2] CI J SIDE OPPOSITE DUCTS 36 [914.0] 1 [XDOON COIL UIDOOR COIL DUCT PANEL 12 1304.8]4 TOP VIEW .MINIMUM DISTANCES:IF UNIT IS PLACED LESS THAN 12 [304 8] FROM WALL SYSTEM,THEN SYSTEM PERFORMANCE MAYBE COMPROMISED. RO DIMENSIONS IN I] ARE IN MM Try 'Q 41 3i-1I16 I I1193.81 .--l-1/2 (198.51 125.41 :IIIIIIIIIIIIIIIII 1114.31 y • 'I' III'll"II"III ACCTIIIIII IMIIII0I0l IIIIIIIIIIIIIi lllllllll 1 f33 PANEL1.1". 226D AENXRI IIIIIIIIIIIIIIIIIIl � 123 g] 1l8' [22.CONTROL Erg 6 � III- 1,11) i�II'I ' SUPPLY I scull I 'S600dd� 15-7/e Ducr RucT 1103.21 OPE OPENING a d t 19-IS/I6 _ O 3-518 - •O. �_� Id-5/16 I' 1258.81 1� [92.11 [3fi 3.6] [396.9] ID 3I16 pp C) _a ,. - - @t$I8 _ =®I I166.T1 IP___ 12-13/16 6� COXPRESJOR POWER 4-13/16---I! 3/I6 1325.41 I PANEL T PANEL 1122.21 I2)'[12.TI n.P.T 14.81 3- 3)51g 7.31 48-3/16 152.41 6A5 ENTRY 18T.3] 9-1/8 21-5/8 9-110 828'T DRAIN OUTLET 1-13/16 11224.61 1250.81 1549.33 1250.91 ci� 3/ire liizz"oiTP LEFT SIDE VIEW FRONT VIEW 146.01 • RIGHT SIDE VEW REAR VIEW b - 48VL500346 .r 0