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',r 0 ` ' , ,N �� b YA $ clf O EXPIRES: 6 -30 -Oft Associated Consultants, I nc Structural Engineers 1340 SW Bertha Boulevard • Suite 200 • Portland, Oregon 97219 Phone: (503) 384-0460 • Fax: (503) 384 -0459 f . • • i ...._... ` 4 i) .._. � 1.b14.. ..r . t-T i 1 ... _: .. i _ Q._ . ee._)_..._ 7, 5._ _ 17i. _7 _N) As r. d_ ' LIZ te) -. 1 A • rt ikik 1 t IS hi .............. Ste 1 r c_ ... t\ ... ' ; ,.....___L ... , � ....... ' a ... ............. .. . • • t4S tm s. _.....,.._ , ..\_______,_, ....._.." ;,.. _........1„.............,...... ...._................._......:.... .._.......*;••• . .1.._......_ ..i....._,.........._ • . - l - t4 I 421 . , - C)I ___. L _-� --_ r -s-- . Ili I , InpLe. , *. I. .{ . / V) : ,s -,.;....... I s , ...=.... . 1 1. t , , , • 3 f ! N : 1 r115:3''.... . . • . j MechaniGot Unit felt Ile. Associated Consultants, Inc. Red Lobster 05 - 230 Structural Engineers on. half 81f Tac a Mee. Belk 245 • tofilu; Oregon 9722! i / tom j Phone (003)0: -0480 • s. :: (50304-046e Tigard, OR j 04 I .1 . \toned: matieaoiengis eir eom Moot No. `"ea` American #-{eating L..- —It I , i . • • i.. : 1 • Ca r ........................1.. 0 . 1 :: . 1 1 i -, '42j ::' ! . • . r wrL , ;,... ( • ....• . 0 • 6 41* : 11...?S:..2C:.. 1)) .= t ' :ki ; ‘ ........... 1; 1. <r ............. .. ....... ....... .:. . • .. .. . .. ...... __Tr-, ....Y .:. .....pc',.. :.. ..... • • • • • .. ' • • • • S.:- ' • - • • 7. M t:. • 0 ,..:.'.:. i+ i • 1 — • (0 ZSC C frtk - ? tk • i „ E : i . 31r ..iu • Jel So. Associated Consultants, Inc. Red�Lobster 05 -23f3 Structural Engineers : totattoo MI SS Itilott Drive, Stitt 24$ • htlisel, Ong= tint Date t { -oleo • Far~ (50311254-040 Tigard OR ��2�� emelt: aiaileaeieeu`tneers.com plaal American �g�� American Heating tom--`" Z.. • , r , . • t • i vox 12 SCREWS. 44 , L \ - '. IS A t res—f— : -1---g --... f t (4)f #19Soon 4E16 -• ; \ 16GAl24 x3 x 3" • 9 \9 t""Y . ."- b pi:. • - 744mitp3 Ni dam 1dam ,b 4 , C t., ; DAUS= SI2,x3 Scows 16 GA K.x6x3"BA$IDW 1 , Ile x3 " lag /WM , rig L 310 Piroloo6&A 1 ':�it� rips: a • I 1_.�.,....,.. _ ...�,...._.�._._... • 2 ;— \tom 2 ..: • ___ (0) .7i: 9.,_ .scieEws . A /4..,0e,; 1-0 •._•:.-_. ! -' ... .. .. ..... : :: ?..t: =.. ... ›.:5 .....0 ., : ............... F '• . am C ; .4iAt-,_...__., ,..- : 1'65 ':. ( Y.,.,.. , r-- ;14 515 A.,- --■—.46/6:314.,4 .4)1VA '5‘ 'ID r-1. . ...... , .. . .... sArfAiPW. -- ' 0 .elc' ' K k i'3 ---='_- IV 7- ger 11 443 1 : • . e4WAI 69 ..:.... CI) ,Z- t o S - t om /4761k ... . is JN Associated Consultants, Inc. Red o 05 -230 Structural Engineers Sat* 019 SS leskgte khe, Sulla 246 • Pea1lwd, Oregon 9121 f1 / Phone; (503)384 -9469 • Pic ( -9461 Tigard, OR `'7 emsa meAOedenfaeers gout " American Heating la L. • t , I I -- ..- ........� s j : :.,./..„..e,„„ • ,.- • .......... :1 : , - .........:. ........ I i j � I • - _� : --- I ': V3r • qt+' 1* ` 4 Pol-r Y .(4 ‘) 04 ' e' . ..: J�. O!W �--- ., . _ Ica . ik v li , k.'ZrRltp . i . $ .... .. . . . . • . , H.�� .. : j C,Alerr..*. : .71e, k Ok:: ' ' . • At1/4.t..5, / .°i ! . ■ t • 9/ - 4 I s tQ ) _ t t- -• : A , ,. j /. •. -t c -.3 • U 1 .s4. .0 • IA 0` 0. l . . t, *. • , .AI T - i '` tic /01 1... 1 .4 . x. ' - . .. , ...... riO74 Mechanical Unit kb K • . Associated Consultants, Inc. Red Lobster • +05 -230 Structural Engineers biotin 131s r Westgate a Nit e 245 • rxuena, Orem lrRxl Date Mum (503084 • Paz: ( Tigard, OR l26fCXo email: mailAaetengineera oem, `k®" American Heating • Rai f • Julie Havelke Title : Job # ACI Engineering Dsgnr: Date: 2:03PM, 14 NOV 05 5319 SW Westgate Dr. Suite 245 Description Portland, OR 97221 503,384.0460 scope: Rev. 556100 User. K"`' 36 ire, 5.5.G 25-Sep.206, General Timber Bea Page 1 _ (c)1983-sacs cALC tea Software p:12005- lobt105 230 - b ac red lobster% - Description TYP JOIST - MAX BENDING General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x10 Center Span 14.00 ft Lw. 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 (North), No. 1/No. 2 Fb Base Allow 850.0 psi Load Dur. Factor 1.150 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fe Ailaw 625.0 psi Repetitive Member E 1,600.0 ksl FuIi Length Uniform Loads Center DL 20.00 #/ft LL WI Left Cantilever DL #/ft LL #!ft Right Cantilever DL *ft LL ft/ft - ' Tra • ezoidal Loads - - . #1 DL ate Left #/ft LL @ Left 33.30 :/Kt Start Lac 0.000 ft DL ( i Right #fft IL @ Right 33.30 #/ft End Loe 3.300 ft #2 Dl. @ Left #/ft LL © Left 33.30 #/ft Start Loc 10.700 ft DL ft Right # /ft LL at Right 33.30 #/ft End Loc 14.000 ft 1 Point toads Dea• La.. 132.5 lbs 132.5 lbs lbs lbs lbs • ibs lbs Live Load 108.0Ibs 108.0 ibs lbs lbs ibs lbs lbs ...distance 3.300 ft 10.700 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 14.00ft, Beam Width = 1.500in x Depth = 9.251n, Ends are Pin -Pin Max Stress Ratio 0.665: 1 Maximum Moment 1.5 k -ft Maximum Shear * 1.5 0.7 k Allowable 2.2 k -ft Allowable 1.5 k Max. Positive Moment 1.46 k -ft at 7.000 ft Sher: © Left 0.49 k Max. Negative Moment 0.00 k -ft at 0.000 ft © Right 0.49 k Max @ Left Support. 0.00 k -ft Camber: 6 Left 0,000 In Max © Richt Support 0.00 k -ft a Center 0.326 in Max. M allow 2.20 a Right 0.000 in reactions- tb 821.84 psi fv 48.82 psi Loft DL 0.27 k Max 0.49 k Fb 1,236.54 psi Fv 109.25 psi Right DL 0.27 k Max 0.49k Deflections - - - - - - - v Center Span.., Deflection Total Load Lek Cantilever... Dead toad Total Load -0.217 in -0.352 in ' Deflection 0.000 in 0.000 In ...Location 7.000 ft 7.000 ft .Length /Dell 0.0 Q.0 ...Length/DefI 772.5 476.67 Camber ( using 1.5 D.L. Deft )... Right Cantilever... 0 Center 0.326 In Deflection Q.000 in 0.000 in a Left 0.00010 Lengtis/Defl 0.0 0.0 65) Rioht 0.000 in Julie Havelka Title ; Job 0 AC1 Engineering Dsgnr: Date: 2:05PM, S4 NOV 05 5319 SW Westgate Dr. Suite 245 Description Portland, OR 97221 503.384.0460 Scope ; - Rev: 556100 User kW-0603830, Vef 5 .0 General Timber Beam Pin 1 p A200 5 ksb a105 -230 - twac un red tobstert Description TYP JOIST - MAX SHEAR General Information Calculations a re designed to 1997 NDS and 1997 UBC Requirements Section Name 2x10 Center Span 14.00 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 - , , ,L„ 0.n0 ft Member Type sawn Douglas Fir - Larch (North), No. 1/No. 2- Fb Base Allow 850.0 psi Load Dur. Factor 1.150 Fv Allow 95.0 psi Beam End Fixity Pin -Pin FcAllow . 625.00 Repetitive Member E 1,600.0 ksi _ Full Length Uniform Loads nevaviongl Center DL 20.00 Mt LL ft/ft Left Cantilever DL #tft LL #lft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left #ift LL @ Left 33.30 #1ft Start Loc 0.000 ft DL :11.? Right it/ft LL lit Right 33.30 Nit End Loc 0.800 ft #2 DL © Left *Mt LL @ Left 33.30 ft/ft Start Loc 8.200 ft DL r'g Right #/ft LL @ Right 33.30 0/ft End Loc 14.000 ft Po Loads _ Dead Load 132. lbs 132.5lbs Pas lbs lbs lba lbs Live Load 108.0 lbs 108.Oibs lbs lbs lbs Ibe Has ...distance 0.800 ft 8.200 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary ..� Beam Design OK Span= 14.00ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.772 ; 1 Maximum Moment 1.7 k -ft Maximum Shear * 1.5 0.7 k Allowable 2.2 k-ft Allowable 1.5 k Max. Positive Moment 1.70k-ft at 8.176 ft Shear: @ Left 0.53 k Max. Negative Moment -0.00k-ft at 14.000 ft @ Right 0.45 k Max @ Left Support 0.00 k -ft Camber fp Left 0.000 In Max @ Right Support 0.00 k -ft @ Center 0.304 in Max. M allow 2.20 Q Right 0.000 in fb psi Reactions.,. 955.02 p fv 53,35 psi Left DL 0.32 k Max 0.53 k Fb 1,236.54 psi Fv 109.25 psi Right DL 0.23 k Max - -- - 0.45k Deflections - . Deflectlpan... Lo To --tal -� Left Cantilever... •` :I •a• •tal L.�. Center Span... -0.203 in -0.347 in ...Location ,7.112 ft Deflection 0.000 in 0.0 in ...Length/Defl 829.2 484.74.34 ft Right C t. 0 antiletile ver: er. 0.0 0..0 0 .. Camber ( using 1.5 * D.L. ben)... ... Deflection @ Center 0.304 in 0.000 in 0.000 In @ Left 0.000 in LengthiDefl 0-0 0.0 0.000 in • 61 --...- 3 • TRAM' Proposal Trane A Division of American Standard Inc. Prepared For: Date: July 10, 2006 Darden Restaurants Proposal Number: H3- 46996 -1 \ \` Job Name: RL #457 Tigard, OR Delivery Terms: Payment Terms: Freight Allowed and Prepaid - F.O.B. Factory Net 30 Days Trane is pleased to provide the enclosed proposal for your review and approval. Only those items specifically listed are included in this proposal. Pricing is based on unit replacement request form. No plans, specifications or addendums are acknowledged. Tag Data - Unitary Gas /Electric Rooftop Units (Qty: 1) Item Tag(s) Qty Description Model Number Al AC - 5 1 7.5 Ton Packaged Gas /Electric YHC092A3RHA-- 00A1A1 B006C0 - - - -D Product Data - Unitary Gas /Electric Rooftop Units Item: Al Qty: 1 Tag(s): AC - 5 DX cooling, gas heat High efficiency Convertible configuration 7.5 Ton, Dual compressors 208 - 230/60/3 Micro- processor controls 3 ph High gas heat capacity Hinged panels/ standard. filters 3 ph Standard Condenser Coil with Hail Guard 3 Ph Through the base electric 3 ph Non -fused disconnect 3 ph Powered cony. outlet 3 ph Frostat and Crankcase Htr 3 ph Return and Supply Air Smoke Detector 3 Ph Dry bulb economizer 0- 100% w/o baro rel (Fld) Comparative enthalpy kit (FId) Preprogrammed Thermostat (FId) Notes: 1) If not specifically listed, extra filters, extra belts, extra sheaves, external isolation, roof curb, curb adapter, start up and labor warranty are not included. 2) This is a scope only proposal. Darden Restaurants will pre - purchase the above listed Trane equipment through their National Account agreement. 3) Contractor want's to upgrade the current 4 ton unit to a 7.5 ton. National Account Job Coordinator - Trane 1151 Keller Road Orlando, FL 32810 -5924 Phone: (407)660 -1111 Fax: (407)660 -0303 A . . RL #457 Tigard, OR . . July 10, 2006 Unit Dimensions - Unitary Gas/Electric Rooftop Units Item: Al Qty: I Tag(s): AC - 5 TOP PANEL EVAPORATOR 0 SECTION ACCESS PANEL i CONDENSER FAN CONDENSATE DRAIN ((OJT* , ,; 3/4"-14 NPT DAL HOLE 1 ' III ,, , ,,, ( \ . „ ....„:7__ ____...„ .: _ =_ ,_ ---',•••_,_.......„. i 41,, ONDENSER COIL l '''' 'I ---..,,,, mi ,..,,,,/,..- `"''-';;••,, 27 •••..-., t!I 111 016. , , t, 5.:: N...„ .., --,,::-. ...a.t.,......._ ...,-.1.„ \ ,..,,,,,,-. • NIT CONTROL WIRE 7/8" DIA. HOLE ' - 47 7/8" -ERVICE GAUGE PORT ACCESS 1 3/8° DIk HOLE ...... "Z"-`eP'. . • NIT POWER WIRE lail ONTROL AND COMPRESSOR ACCESS PANEL AS CONNECTION 35/8" - -o- 17 1/2" -o- s 7/8" -o— 17 1/2” -... ISOMETRIC-PACKAGED COOLING 4" I , , , ,. , I UNIT HEIGHT I IF■1113_1 16 TONS STANDARD HIGH EFFICIENCY II 40 7/8' II 18 1/2" 1 0 (7.5 TON STANDARD EFFICIENCY II 40 718" II 18 112" I /":-.....\ ‘ 32 1/8" 33" 17.5 TON HIGH EFFICIENCY II 46 7/8" 11 24 1/2" I RETURN SUPPLY tlefir.0".\)\‘ 8.5 AND 10 TONS STANDARD AND HIGH EFFICIENCY I I 46 7/8" II 24 1/2" I .. .............",../.. HROUGH THE BASE ELECTRICAL 4 5/8" f2_314' ( 7-1. i _. 8 , 8 . 4 1/8" , L: , 33m .61/2" - y 5 3/8" -.- I 4 AIR FLOW -.---- 27 5/8" ---o. -o- 107/8" -o- THROUGH THE BASE GAS 40 3/4" - DOWNFLOW-PENETRATION :+:.:•:.: :::.: .. ,., 1. 4 ::::::::::: ::::P 4" ii•P':, •: .::$ , :4 A ,.. • •• 4' , p': : .s i il?::: 1 e 7" RETURN 1 , F ---- : :.;.:.-.....:.:...,.x.:.:.::...:.:.:.:.:....:...-.:..-.:.-..;.:..:.%.....;.: : : : IN 32 1/4° A I th_ Q i 9 5/8" ': : SUPPLY 23 /8 o ::::::::::::::::::::::::::;:i:M;;;:1:;;;:;:;*;::::;*1:;:;* HORIZONTAL .....................................„ - • • • • • • • • • • • •. ••••••••••••••• ••••••••••••••• ••••••••••• • • -:•:•144•:-:. -:•:•:.:4•:-:•••••••:•:•:.:.144:-::::•'~.-:-;•:. AIR FLOW tN MINNIEI■111111111111101111=Mw■_=■EIE=ME 55/8" I I 0 I I 1 l - 19 1/4" - 93/8" - 16 3/4" - 3 7/8° 4 1/4" ---.• -o-- 55/8" .. •- --, 88 5/8" 7 5/8' - - 531/4" HORIZONTAL-PENETRATION RIGHT-PACKAGED COOLING S , ', .. RL #457 Tigard, OR • , July 10, 2006 Unit Dimensions - Unitary Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): AC - 5 ELECTRICAL / GENERAL DATA GENERAL (20)03) HEATING PERFORMANCE Model: YHC092A Oversized Motor HEATING - GENERAL DATA Unit Operating Voltage: 187 -253 MCA: N/A Unit Primary Voltage: 208 MFS: N/A Heating Model: High Unit Secondary Voltage 230 MCB: N/A Heating Input (Btu): 200,000 Unit Hertz: 60 Heating Output (Btu): 162,000 Unit Phase: 3 DER: 11,5 Gas Inlet Pressure: Standard Motor Field Installed Oversized Motor Natural Gas (Min/Max): 4.5/14.0 MCA: 38.1 MCA: N/A LP (Min/Max): 10.0/14.0 MFS: 60.0 MFS: N/A 3/4 MCB: 50.0 MCB: N/A Gas Pipe Connection Size: INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number: '1 Number N/A 'Number. 14/A Horsepower: 2.0 Horsepower: N/A Horsepower. N/A Motor Speed (RPM): 1,750 Motor Speed (RPM): N/A Motor Speed (RPM): N/A Phase 3 Phase N/A Phase N/A Full Load Amps: 6.30 Full Load Amps: N/A Full Load Amps: N/A Locked Rotor Amps: 48.0 Locked Rotor Amps: N/A Locked Rotor Amps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number: '2 Number. 1 Horsepower: 3.5/3.3 Horsepower 0.70 Phase: 3 Motor Speed (RRM): 1,075 Rated Load Amps: 12.4/12.4 Phase: 1 Locked Rotor Amps: 88.0/88.0 Full Load Amps: 3.85 Locked Rotor Amps: 9.30 POWER EXHAUST ACCESSORY (3) FILTERS REFRIGERANT (2) (Field Instated Power Exhaust) Type 12 -22 Phase: N/A Type: 7hroaway Horsepower: N/A Furnished: Yes Factory Charge MotorSpeed(RPM): N/A Number 4 Clruit #1 6.4 Full Load Amps: N/A Recommended 16 "x25"x2" Cirutt #2 6.2 Locked Rotor Amps: N/A NOTES: 1. Maximum (HACR) Circuit Breaker sizing Is for installations In the United States only. 2. Refrigerant charge Is an approximate value. For a more precise value, see unit nameplate and service instructions. 3. Value does not Include Power Exhaust Accessory. 4. Value includes oversized motor. 5. Value does not include Power Exhaust Accessory. 6. EER is rated atARI conditions and In accordance with DOE test procedures. RL #457 Tigard, OR • July 10, 2006 Weight, Clearance & Rigging Diagram - Unitary Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): AC - 5 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER I 36.0 lb MOTORIZED OUTSIDE AIR DAMPER (:\ O MANUAL OUTSIDE AIR DAMPER (> ^ BAROMETRIC RELIEF I C/ OVERSIZED MOTOR I f BELT DRIVE MOTOR I 1 ` /WA , / 1 POWER EXHAUST 11� \````rI JJJ THROUGHT THE BASE ELECTRICAUGAS 13.0 lb \\ / / / UNIT MOUNTED CIRCUIT BREAKER t. UNIT MOUNTED DISCONNECT 5.0 lb POWERED CONVENIENCE OUTLET 38.0 lb _ s HINGED DOORS 12.01b 'R \ HAIL GUARD B SMOKE DETECTOR, SUPPLY/RETURN CORNER WEIGHT NOVAR CONTROL DEHUMIDIFICATION (HOT GAS REHEAT) COIL ROOF CURB STAINLESS STEEL HEAT EXCHANGER BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET t( O 306.0 lb 0 165.0 lb (E) LENGHT (F)WIDTH 1066.0 lb i 023:0 b I OB 243.0 Ib0 210.0 lb 39' 22" NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. / 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. % 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. \ ~\ a oh. f,.- :% , ,. Irr VP'w,,c —4' ))/ ,„ 0,,,,,_, ,,,,,,,. ..„...,_____,. 4 ,_;:____,________. ,,,,, , .....„,.....‘.:,,,„,,,,„ .,..,s,.:1,:,,,,,.„,„.„,,,,,, _,,,,,.. ,..,...,...:,,,,,,,..,,,,\„.‘i ,,,,..,....4,1,,,,z),„,..,.,,,,k,,..k.., __....,,,,,,..,,.,„ A N,,:i., E / � , j . j F o " RIGGING AND CENTER OF GRAVITY RI. #457 Tigard, OR , July 10, 2006 Weight, Clearance & Rigging Diagram - Unitary Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): AC - 5 CLEARANCE FROM TOP OF UNIT it CLEARANCE 36" CLEARANCE 48" ‘ 4 11! ( ) N.;://:;--- - - - .,. 22 f j% „r ,,,,:,, , 1 . ,,,e , i CLEARANCE 36" CLEARANCE 36" HORIZONTAL - PACKAGED COOLING CLEARANCE I 1 i ROOF OPENIN I j I I ! UNIT I I ! ! ! i 45' 531/4" I � 1 i f 1 i 1 1 ! ____ 1 [_L____ 4G' 88 5/8" DOWNFLOW - PACKAGED COOLING CLEARANCE r ♦ ' • Base unit dimensions-50GSO48-060 �� 86.0 ' - 355.8 342.7 355.8 .- 114.001 113.491 114.001 DIMENSIONS IN II ARE IN INCHES if2.2.0 i8.4 [3.391 RE SUPPLY [2.771 ;111111111111111111! ::;;e' ="""'A !Illlilllilli11ii11! 1 l OPTIONAL 1 OPTIONAL RETURN SUPPLr 4 O , �ENING I OPENING - c\‘‘, 7 {36.003 f MI MI i "1- kis sonv - RETURN . rte ...NM DUCT DUCT � OPTI , 'y; ® 102.0 OPE x 1116 OPENING l as � i11 ([5.8]1 I IM . Y 1 p 04PO4ATO" (043 !E_m�_El s JUR 4. l� I _ , z _ y � - 1 4.631 35L2 343.3 151.1 4 1 1 4 AMASMgII ...- =..am0 313.831 347 313.831 48.3 13.481 CONDENSER Ott S i TOP VIEW REAR VIEW COMPRESSOR,6LOWER,ELECT9IC HEAT 8 ELECTRIC ACCESS 1050.6 1113.9 (42.91) 343001 13.0 FIELD ENTRY 30.911 illr SERVICE PORTS 1I1111111111111111i 1111111111111111111 44.5 11.751 DIA N.O. 1111111111111111111 11111111111111111!1 1111111111111111111� POB9 ENTRY ,111111111111111111 • A 22.2 10.881 NO IA ENTRT HOLE CONT 620.2 II. 124.421. 18L I 31.2i 11 I,) 1.1 MCI 12.851 [12.841 1 .!. �6_.L Liles! i, ii2-- _ e7. l 72.1 3t9.0 [3.431 [i.i81 112.951 1 _ 122.2 5.0 1 123.1 [216.3 17.873 [0.201 144.221 148.281 RAIN OUTLET LEFT SIDE VIEW 18.0 10.751 N.P.T. X 22.0 [0,871 D.P. FRONT VIEW RIGHT SIDE VIEW REQUIRED CLEARANCE TO COMBUSTIBLE MATL. REQUIRED CLEARANCE FOR OPERATION AND SERVICING MILLIMETERS {IN.] MILLIMETERS {IN.] TOP OF UNIT 355.6 [14.00] EVAP. COIL ACCESS SIDE 914.0 36.00 DUCT SIDE OF UNIT 50.8 (2.00] POWER ENTRY SIDE 1066.8 [42.00 SIDE OPPOSITE DUCTS 355.6 14.001 (EXCEPT FOR NEC REQUIREMENTS) BOTTOM OF UNIT 12.7 [ [0.50] UNIT TOP 1219.2 [48.001 ELECTRIC HEAT PANEL 914.4 36.00] SIDE OPPOSITE DUCTS 914.0 [36.001 DUCT PANEL 304.8 [12.001* NEC. REQUIRED CLEARANCES. MILLIMETERS (IN.] "MINIMUM DISTANCES: if UNIT IS PLACED LESS THAN 304.811 ZOO] FROM BETWEEN UNITS, POWER ENTRY SIDE 1066.8 [42.00] WALL SYSTEM, THEN SYSTEM PERFORMANCE MAYBE COMPROMISE. UNIT AND UNGROUNDED SURFACES, POWER ENTRY SIDE ...914.0 [36.00] UNIT AND BLOCK OR CONCRETE WALLS AND OTHER GROUNDED SURFACES, POWER ENTRY SIDE 1066.8 ]42.00] ELECTRICAL UNIT WEIGHT UNIT HEIGHT CENTER OF GRAVITY UNIT CHARACTERISTICS In. [mm] 112 kg Au X Y Z 5008048 208/ 230 -1-60, 2081230 -3-60, 460 -3 -60 324 145 38.98 [990.2] 20 [508] 17 [432] 17 [432.0] 50GS060 208/230 -1-60, 208/230 -3-60, 460 -3.60 ' 389 176 38.98 [9902] 19 [482.6] 16 [406] 17 [432.0] 8