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Plans Ak . STRUCTURAL CALCULATIONS FOR SPEC WORK 10BP122 16578 SW 72nd AVE PORTLAND, OR 97224 -- STOREFRONT REVSION -- - ROOF MECHANICAL UNIT - c PROFF /o - ; O t 2 )t -c am 12,187 City of Tigard _ . A.. oved Plans B. Date OR GON J e� ✓Li 'S"N F S NOR p V \ Approved plans shall be on job site. I EXPIRES: 12 / 31 / 47.01 I OFFICE COPY Contents Details A - D D1 - D4 Storefront Calculations S1 - S2 Mechanical Unit Calculations M1 - M3 Contact Person: John E Nordling, PE Enclosures El - E4. P roj. No. : 12 -009 NORDLING /-. � 7/ t ;.. SPEC VYORK STRUCTURAL 1OBP122 -16578 4 4-'= 4..J) 40, ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 V Beaverton OR 97008 Date: JAN 2012 By: JEN Sheet No.: COVER c i I s� _ _i 1 I o 0 1 0 0 . i i i i k, 5'r *is 1 t ry - co.-4V a-, A � ¢ r�� • • . i WAREHOUSE -. C1MPs1» A .4 9r.4 ifosl . -- -- _ .4_ _ ------ --t 244• U(` L'( k ( s J,?, 4• Tfi 314' 9 -T T- 10114' 1' ����` O 0 • F we v. ..- ._ • E s 011 10 Oa Q E ° - COFFEE . 11021 0 )l 4,/H' 1 .. :. . . . 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SPEC WORK 1 (11 Pt . ,.1~ Nq';•• 1 ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 • Beaverton OR. 97008 Date: JAN 2012 By: JEN Sheet No.: 173 • (4) STEEL BRACKETS W/ (4) "10 x TEK SCREWS TO CURB 3 (4) 11 10 x 1/2' TEK SCREWS TO UNIT BASE RAIL rMECHANICAL UNIT • - UNIT BASE RAIL (4) "10 SCREWS • • -l4) "10 SCREWS -STEEL BRACKET . ` "12 WOOD SCREWS 612' o/c CURB FLASHING 4 ROOFING BY OTHERS LEVELING CURB (AS REQ'D) ►'■ 4x8 WI SIMPSON 'U46' EACH END - (E) GL BEAM • toz.v -t . „:„. „i 0 e qq YJl ^'M1` NORDLING Proj. No.: 12-009 't SPEC WORK a x STRUCTURAL 10BP122 -16578 • ` I ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 Beaverton 012, 97008 Date: JAN 2012 By: JEN Sheet No.: D4 Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 - Date: 01126112 Page: MULTI - SPAN TIMBER BEAM DESIGN SPEC WORK - 16578 • A -ITL) A -IDL) A -(LL) A -(TL) A -(DL) .. A -(LL) - GENERAL DATA - 1 2 3 5 6 - 7 - All Spans Simple Support ?? : YES . Spans Length ft : 19.00 19.00 19.00 19.00 19.00 19.00 • End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 5.125 5.125 5.125 5.250 5.250 5.250 Beam Depth in : 10.50 10.50 10.50 11.25 11.25 11.25 CALCULATED VALUES - - -OK- -OK- -OK- -OK- F'b- Modified Allow. psi : 2316.4 2316.4 2316.4 2499.6 2499.6 2499.6 fb - Actual. psi : 431.3 287.5 143.8 366.7 244.5 122.2 F'v- Modified Allow. psi : 190.0 190.0 190.0 285.0 285.0 285.0 iv (actual) * 1.5 ... psi : 18.0 12.0 6.0 16.4 10.9 5.5 . Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span " k -in : 40.6 27.1 13.5 40.6 27.1 13.5 X -Dist ft : 9.50 9.50 9.50 9.50 9.50 9.50 Shears: Left k : 0.71 0.47 0.24 0.71 0.47 0.24 Right k : -0.71 -0.47 -0.24 -0.71 -0.47 -0.24 Reaction @ Left DL k 0.47 - 0.47 0.00 0.47 0.47 0.00 LL k : 0.24 0.00 0.24 0.24 0.00 0.24 • Total k : 0.71 0.47 0.24 0.71 0.47 0.24 Reaction @ Right DL k : 0.47 0.47 0.00 0.47 0.47 0.00 LL k : 0.24 0.00 0.24 0.24 0.00 0.24 Total k : 0.71 0.47 0.24 0.71 0.47 0.24 Max. Defl. @ Mid Span ' in : -0.247 .0.165 0.082 -0.186 • -0.124 - 0.062- _ X -Dist ft : 9.50 9.50 9.50 9.50 9.50 9.50 DESIGN DATA Le: Unsupported Length ft : 19.00 19.00 19.00 19.00 19.00 19.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 2600.0 2600.0 2600.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 285.0 285.0 285.0 Elastic Modulus ksi : 1800 1800 1800 1900 1900 1900 Load Duration Factor 1.00 1.00 1.00 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span ? Yes . • Yes Yes Yes Yes Yes Uniform DL plf : 50.0 50.0 0.0 50.0 50.0 0.0 LL plf : 25.0 0.0 25.0 25.0 0.0 25.0 . • QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear 1 : 0.71 0.47 0.24 0.71 0.47 0.24 Moment k -in : 0.00 0.00 0.00 0.00 • 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 N... »�� ?mom _,.,_, c:; °l G ' INA (sl(n 4,,-4 are.c2 1x 6ti. 6 - . .,...,,.., .7'..... n.U, nF q.'-.; ..n..., t"°b vi 1o 1 ,14 . ;::: /0-4 ( t,,,,, v 4,,sis z,-,- L -. Soft et FM.^ --- .- .= r �. I I 0 n LsTrt ti n �Y w �(� 0 I • c 1 ST 7...E .� i Si KEJ �� 3f 1 t� 'e �t 7 ..' ,t V4.48 (c) 1983 -95 ENERCI Ni I. Kenny. KW060914S1. -A Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 • Date: 01126112 Page: MULTI - SPAN TIMBER BEAM DESIGN SPEC WORK • 16578 • A -(TL) -- • A -(DL) •- A -ILL) - A-(TL) A -IDL) A -(LL) GENERAL DATA - 1 2 3 5 6 7 - All Spans Simple Support ?? : YES Spans Length ft : 19.00 19.00 19.00 19.00 19.00 19.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.125 3.125 3.125 3.500 3.500 3.500 Beam Depth in : 12.00 12.00 12.00 11.88 11.88 11.88 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- -OK- F'b- Modified Allow. psi : 1593.3 1593.3 1593.3 2029.2 2029.2 2029.2 fb - Actual. psi : 541.5 361.0 180.5 493.7 329.1 164.6 F'v- Modified Allow. psi : 190.0 190.0 190.0 285.0 285.0 285.0 fv (actual) * 1.5 • - psi : 25.5 17.0. 8.5 23.0 - 15.3 - 7.7 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 . Max. Mom. @ Mid -Span k -in : 40.6 27.1 13.5 40.6 27.1 13.5 X -Dist ft : 9.50 9.50 9.50 9.50 9.50 9.50 . Shears: Left k : 0.71 0.47 0.24 0.71 0.47 0.24 Right k : -0.71 -0.47 -0.24 -0.71 -0.47 -0.24 Reaction @ Left " DL k : 0.47 0.47 0.00 0.47 0.47 0.00 LL k : 0.24 0.00 0.24 0.24 0.00 0.24 Total k : 0.71 0.47 0.24 0.71 0.47 0.24 Reaction @ Right DL k : 0.47 0.47 0.00 0.47 0.47 0.00 LL k : 0.24 0.00 0.24 0.24 0.00 0.24 Total k : 0.71 0.47 0.24 0.71 0.47 0.24 Max. Defl. @ Mid Span - in : -0.271 -0.181 ' - . - 0.090' -0.237 • = 0.158' - - -0.079 • ' X -Dist ft : 9.50 9.50 9.50 9.50 9.50 9.50 DESIGN DATA Le: Unsupported Length ft : 19.00 19.00 19.00 19.00 19.00 19.00 Fb:Basic Allowable psi': 2400.0 2400.0 2400.0 2600.0 2600.0 2600.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 285.0 285.0 285.0 Elastic Modulus ksi : 1800 1800 1800 1900 1900 - 1900 Load Duration Factor 1.00 1.00 1.00 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Uniform DL plf : 50.0 50.0 0.0 50.0 50.0 0.0 LL plf : 25.0 0.0 25.0 25.0 0.0 25.0 QUERY VALUES - . Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear 1 : 0.71 0.47 0.24 0.71 0.47 0.24 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 7 --='°-• . rim. __ C)( ckrtiosA. . O:OWE :ir.�:r:��rtreficoa s•.sitip.� i i r (51(D4 4 Sw_exa,4.6:.w isioa W ,, 1�9t,1 ,1 . ' / Si • ' RE7 W Et.- /0- / tV, `,t i S .. t12 L . tt t Fn+ l_ -- -7- $„,■milk O i - , - si - �N 1A-rho.: ks 'lcq - /- � l 7 j ''''''= - Ill I ® ( l q 1 yea r. �. -J t. s I 1 (Nl1 1 / 1f1ar • 1/a aR7 /r1 1 QR7.QF FNIFRrAI r .,,,,, � .. '.,annv KWf1Ff1Q1aCl .A SPEC WORK • • ROOF MECHANICAL UNIT A (TL) A (TL) 13-(EXIST) B-(MECH) B- (COMBI GENERAL DATA - 1 2- 4 5 6- . All Spans Simple Support ?? . YES Spans Length ft : i 8.00 8.00 23.25 23.25 23.25 t 4 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin '• � / f Beam Width in : 3.500 3.500 3.500 3.500 3.500 -- _ Beam Depth in : 5.50 7.25 15.25 15.25 15.25 / T. CALCULATED VALUES OK -OK' OK- -OK- OK- W v.- \. 3 ...4 .- -�- . F'b•Medified Allow. psi : 1345.5 1345.5 1735.7 1735.7 1735.7 fb • Actual. psi : 965.7 555.7 1643.7 112.2 1708.0 Fir-Modified Allow. psi : 207.0 207.0 207.0 207.0 207.0 I D �, ..'L5L 4 ` 3 6 � fv (actual) ` 1.5 psi : 38.3 28.5 80.3 13.4 93.7 dr T o ,, , x'�t.'-f•- w- 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 a.-7, 4'• � 1s-T, 1-5) -ay ' Max. Mom.'@ Mid•Span - kin : 17.0 - 17:0 223.0 15.2 231.7 ' I _ - -=- ^"l rS c4+^� X•Oist ft : 4.00 4.00 11.62 2.79 11.47 -• _ - Shears: Left k : 0.53 0.53 3.20 0.48 3.67 ' °""" " -"'" -' " ° • Right k : 0.43 0.43 3.20 0.06 3.26 �,� a Reaction @ Left DL k : 0.11 0.11 0.87 0.10 0.97 , l' 4'' ' • TL k : 0.42 • 0.42 2.32 0.38 2.71 v 1 ' e y� ° . Total k : 0.53 0.53 3.20 0.48 3.67 ;�T� •• - "7,4- , � � ,;, Reaction @ Right DL k : 0.11 0.11 0.87 0.01 0.88 ? x. 0 LL k : 0.32 0.32 2.32 0.05 2.37 (. , , • Total k : 0.43 0.43 3.20 0.06 3.26 Max. Defl. @ Mid Span in : -0.184 -0.080 0.971 -0.045 .1.015 X-Oist ft : 3.95 3.95 11.62 9.92 11.62 - ' • DESIGN DATA le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 : - - . Fb:Basic Allowable psi : 1170.0 1170.0 1550.0 1550.0 1550.0 • Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1600 1800 1800 1800 CI ,{{ d3 4, ,,, Load Duration Factor 1.15 1.15 1.15 1.15 1.15 ; ""' t,I «is APPLIED LOADS • • _ 1' " ' `� • Use Live Load on This Span ? Yes . Yes Yes • Yes Yes ^fir Uniform DL plf : 15.0 15.0 75.0 0.0 75.0 �+•, • „If -:► . LL pit : 25.0 25.0 200.0 0.0 200.0 Partial DL plf LL pit : 50.0 - 50.0 - ___ -... ...w.. .,� X -Left ft : 0.00 0.00 • t, • X.Right ft : - 4.00 4.00 23.25 23.25 23.25 t `• Point OL • N : 100.00 100.00 110.00 110.00 _ Z LL N : 350.00 350.00 430.00 430.00 . . el. St ii` X-Dist. ft : 4.00 4.00 2.67 2.67 „- �° - QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 Shear k : 0.53 0.53 3.20 0.48 3.67 �`' ' .........4...... Moment kin • : 0.Q0 0.00 0.00 0.00 0.00 - . { I C • Deflection in : 0.000 0.000 0.000 0:000 0.000 • , ',4.........-....-k,........-----4,=-..- ' Q Q Q . . ... .. Z • • .Q4_ i " _ _ 4ee 7 ' ►A/ • .. I - . .6 V A =- - - - w 1 DGV+ ` fOR , I� -_ . Hus 1 4 7,- G 2 2 East . 4.I AJC..N up., • 'pl l .{ 't CD 6e 1 ' 4 o I m S 4- i - 7 - i -4 " i l - •.m ® • � o f I l h s L� �,� -� I i 2 • l 1 I - - 1 I_ qy l- a Lq' .. I I 7 i / S-� . - . . -. Y q-T11. ;I I - ( .. -- . • \ I !� 0 $ I I� $ - - - '- i _. :,T _ II . - - N I' I. .i . • -- 1 NORDLING Proj. No.: 12 -009 - � - -- SPEC - WORK- - ►` STRUCTURAL 10BP122 -16578 _ 1 ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 ' Beaverton OR. 97008 Date: JAN 2012 By: JEN Sheet No.: t 7-4( • • Earthquake Ha2ards Program- # y YY 2005 ASCE 7 Standard Location 45 24' 4.31" N Ss and SI = Mapped Spectral Acceleration Values 122° 44' 56.66" W • 16578 SW 72nd Ave, Tigard, OR 97224 Ground Motion Ss 0.934 Si 0.336 Occupancy Category II Site Coefficients Fa 1.13 Site Class D Fv 1.73 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa * Ss 1.052 SMI Fv * SI 0.581 Design Category (SDC) D SDS (2/3) SMs 0.701 SDI (2/3) SMt 0.387 Air Side HVAC Eq = 0.262W + 0.2 SDS W ap 2.50 R 6.00 W : Weight of Unit 0.4•a •S •I Fp= R DS r,(1 +2• Zj•Wn n z= 20.O ft ASD FP = 0.35 Wp -> * 0.7 0.245 z = 22.0 ft FP = 0.37 Wp -> * 0.7 0.262 FP MIN = 0.3 SDS IP WP 0.210 WP - >* 0.7 0.147 FP MAX = 1.6 SDS IP WP = 1.12 WP -> * 0.7 0.786 NORDLING Pro]. No.: 12 -009 STRUCTURAL 1OB 2 OR 8 ENGINEERS LLC PAC TRUST 6775 SW I I Ith, Suite 200 • Beaverton OR, 97008 Date: JAN 2012 By: JEN Sheet No.: M2 V 10 lbs 1 - .� 4: - W: 500 lbs 8 " . Allall L , 4 1 1H . H , " 0 i 3 0 0 1 , . Nt Height 3' -4" Weight 500 lbs Length 4' -0" Width 2' -8" Curb 14" kt gel VE: = 0.262 * 500 lbs +0.2 * 0.701 * 500 Ibs V = 131 Ibs + 701bs EQ 131 Ibs - T = 131 lbs * (14" + 40 "/2) / 32" + 701bs / 2 - 0.6 * 5001bs / 2 C: 33 lbs = -33 lbs [ 0 Net Uplift ] V= 131 lbs (4) STEEL BRACKETS W/ (4) "10 x I /2" • TEK SCREWS TO ROOF CURB 4 (4) "10 x 1/2" TEK SCREWS TO UNIT BASE RAIL -ok- "12 6112" o/c SCREWS FROM CURB TO FRAMING BELOW. _ NORDLING — Pro;. No.: 12 -009 7 ' SPEC WORK STRUCTURAL 10BP122 -16578 i j ENGINEERS, LLC PAC TRUST 6775 SW Ii tth. Suite 200 • Beaverton 09. 97008 Date: JAN 2012 By: JEN Sheet No.: M3 BASE UNIT DIMENSIONS- 1 48SDO24 -030 254 0 546 1 254 0 110.901 121 591 110.001 86 1 -- 91 - O L lilt 3,0C•GIi 7 - 1 1J 018 0n11 AEIUkry SUPPIL 0.6 l a 12.181 1024 042 O0341 I I. I d l y _� I O',IONn� ( a [�u ex y �� . uNPu �� \\\ Hi, -106 4 I VIII 044 � . -... \ \A� •.orE.7,c In U01 0 VIII • l . " N� ;RR I111I � l /� /�/(' // 01 h tij VIII '1]11 � A))1' - I +C 2.0 I iuPPll N 1 [ rN1 - - -- 1 R'�� / - 'AII 80 ) 2 81' 13 DUCt III t \ � � / I111 r • ( IJ 111 p�( N� OPINING C� \��_. • 1 101e1 NON COIL _ �i 0 1 (6.04 I I __ 2 6. oa 141 631 1 COND COIL L - [44P COIL 1 TOP VIEW - - ` ` 6 -- Q 'r 2il I�1 >I I� e'1 REAR VIEW N • et REQUIRED CLEARANCE TO COMBUSTIBLE M ATL. REQUIRED CLEARANCE FOR OPERATION AND SERVICING (Refer to Maximum Operating Clearances) INCHES [mrn] INCHES ]mm] EVAP COIL ACCESS SIDE .. .. ... ..... 36.00 [914.0] TOP OF UNIT. .. ........ .. ... .. ' .. .. 14.00 1355.6] POWER ENTRY SIDE. ... ... ............. ..... 42 00 [1066 0] ' DUCT SIDE OF UNIT .......... .. .. .... .... 2.00 [50.8] (EXCEPT FOR NEC REQUIREMENTS) SIDE OPPOSITE DUCTS .. ...... .... 14.00 [355.61 UNIT TOP ..... ... ...... 48.00 [1219 2] BOTTOM OF UNIT ................... ..... ... .. 0 50 [12.7] SIDE OPPOSITE DUCTS .. ... .. .. .. 36.00 [914.0] DUCT PANEL.. .. 12.00 [304.8] ` NEC. REQUIRED CLEARANCES. INCHES [mm] `MINIMUM DISTANCES. IF UNIT IS PLACED LESS THAN 12.00 [304.8] FROM BETWEEN UNITS. POWER ENTRY SIDE ....... ........ 42.00 [1066.81 WALL SYSTEM, THEN SYSTEM PERFORMANCE MAYBE COMPROMISE. UNIT AND UNGROUNDED SURFACES, POWER ENTRY SIDE 36.00 [914.0] UNIT AND BLOCK OR CONCRETE WALLS AND OTHER GROUNDED SURFACES, POWER ENTRY SIDE. 42.00 [1066.8] LEGEND CG - Center of Gravrty COND - Condensor EVAP - Evaporator NEC - National Electrical Code REO'D - Required NOTE Dimensions are in in. [mm] 198 5 ... i193,9 116 3 131.441 141 0U1 14.581 r5[1U [O NV1(E IN, -\ 5E 2 3 0 \ 0 , 9 11 __ _ = 28 6 11 IJI h O, 0. • • I I1111111111 � �1111!11111111111111 22 210 881 80L[ I PIIII1 .- 1111111 , CONTROL ENTRY 1 r �e380,1 ,. El 22 451 1�1 961 14112 t , 6 ] 1 112 „, 113 611 208 )7 .. .. r -1 I 1 7 , l I 18 22 1 i . ! DRAIN 037131 L 42 1 1 - IY U 10 151 N P.I. 11 68) 12 1 10 501 N, P.1 22 0 DP --I ONPPESSOP B 0 8S '[Cr ION . FLUE HOOD 46 8 GAS (NIAv - - 126 5 6 CI EC [A (CAI ACCESS PeNCI II 041 172 851 5 0 - -- (2 A51 2 4 522 .8 81 -- 10 201 (2 1226 3 1 0 �- 551 0 149 281 122 Z -•-• 132 Si 1 14 811 LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW A05366 ELECTRICAL UNIT WEIGHT UNIT HEIGHT CENTER OF GRAVITY UNIT CHARACTERISTICS lb kg IN. [MM] IN. (MM] A" X 1 Y 2 48SD024 1 208/230 -1 -60 343 e 156 39.02 [991] 20.0 [508] 1 19.3 [490] 17.6 [447] • 48SD030 11 208/230 -1 -60, 208/230 -3 -60 366 166 41.02 [1042] 20.0 [508] 14.0 [356] 13.0 [330] :� l v 4 - - • E 48S.D CORNER WEIGHTS 1 2 fi _ 4 MINIMUM HEIGHT 36' 1 Y O` ``,F,�ll� ' '�I DETAIL A / r ( \ \ \F/ 3 0 ,........:''..........".... . ```` \� � � r}s0/ / \;, > ; j% J UNIT HEIGHT i SEE DETAIL A " ` I`" 4 x 3 C00070 '',7T-,,, CI A05161 CORNER WEIGHTS (SMALL CABINET) 1 CORNER WEIGHTS (LARGE CABINET) . 1 ..-.--- -- -- -° Unit I /024 030 Unit 036 042 048 060 Total Weight 343 366 Total Weight 433 460 480 492 Corner Weight 1 I 74 Corner Weight 1 87 93 97 99 Corner Weight 2 l 53 57 Corner Weight 2 68 72 74 76 Corner Weight 3 83 88 Corner Weight 3 104 111 116 119 Corner Weight 4 138 147 Corner Weight 4 174 184 193 198 Rigging Weight 353 376 Rigging Weight 443 470 490 502 SELECTION PROCEDURE (WITH EXAMPLE) .. . 1. Determine cooling and heating requirements at 4. Determine fan speed and power requirements design conditions: at design conditions. Given: Before entering the air delivery tables, calculate the total static pres- Required Cooling Capacity (TC) 34,000 Btuh sure required. From the given example, the Wet Coil Pressure Drop Sensible Heat Capacity (SHC) '75,000 Btuh Table, and the Filter Pressure Drop table on page 16, find at 1200 Required Heating Capacity 60,000 Btuh cfm: Condenser Entering Air Temperature 95 °F External Static Pressure 0.10 in. wg I ndoor -Air Temperature SO °F edb 67 °F ewb Wet Coil 0.059 in. wg Evaputato r Air Quantity 1200 CI-7M Filter 0.13 in. wg Total Static Pressure 0.29 in. wg . Externa I Static Pressure ' ' 0.1 iii. wg Enter the table for Dry Coil Air Delivery — horizontal and down - Electrica I Characteristics 208 -1 -60 flow Discharge on page 15. For 208 v operation, deduct 10 from the value given. At 0.33 ESP (external static pressure), the fan will 2. Select unit based on required cooling capacity. deliver about 1404 cfm at medium speed. The fan speed should be Enter Net Cooling Capacities table at outdoor entering temperature set at medium speed. , of 95 °F. Unit 4SSD036 at 1200 cfm and 67 °F ewb (entering wet bulb) will provide a total capacity of 36,000 Btuh and a SI -IC of 5. Select unit that corresponds to power source 27,400 Btuh. Calculate SHC correction, if required, using Note 4 under Cooling Capacities tables. available. The Electrical Data table on page 20 shows that the unit is designed 3. Select heating capacity of unit to provide to operate at 208- I -60. .design condition requirement. . In the Heating Capacities and Efficiencies table on page 4, note that the unit 48SD036090 will provide 70,000 Btuh with an iriput of 88,000 Btuh. • 10 es . . ACCESSORY DIMENSIONS HVACunit HVAC unit base \ base \ Gask eting Screw Gaskehng Screw inner flange* (NOTE A) �T inner flange* (NOTE A) �T *Gasketing A / *Gaskehng vr' outer flange -na.e Ii , I I, --_ Wood nailer* 1' Wood nailer* Flashing field Flashing field supplied — — Roofcurb* supplied Roofcurb* \– Insulation (field / Insulation(field Roofing materal supplied) Roofing materal ✓' supplied) field supplied field supplied Duct work Duct wo rk Cant strip field supplied Cant strip field supplied field supplied field supplied - CI • '. - CO --.. co et i i / „ _ Roof Roof �_ �-_i . . . . \ *Proeded with roof curb *Presided with roof curb . Roof Curb for Small Cabinet Roof Curb for Large Cabinet Note A: When unit mounting screw is used Note A: When unit mounting screw is used retainer bracket must also be used. retainer bracket must also be used. ` Sup \ E G 'l ap \ C ' BT y� /' 1 I I D E , 7 F / \� CTyp \� .....,„\- ''''-..,„... J \ \ / . n�. �� R/A S/A I -, ' t- ( \,';y '- ` A i �� Gasket around '> \\ - e o duct \ `-)1' -,, ' e7''' \., Shah Insulated Gasket around , s ° °p °” deck pan outer edge a aeu p:., Lnny Support , ' _ _ \ . _r 8001. udeiiiriy IC X Fa 4 UNIT SIZE ODS ORDER NUMBER A B C D E F G N. [MM] IN. [MM] IN. [MM] IN. [MM] IN. [MM] IN. [MM] IN. [MM] �'" CPRFCURB006A00 8 [203] 11 [279] 16 -1/2 [419] 28 -3/4 [730] 30 -3/8 [771] 44 -5/16 [1126] 45 -15/16 [1167] - 024 -030 CPRFCURB007A00 14 [356] 11 [279] 16 -1/2 [419] 28 -3/4 [730] 30 -3/8 [771] 44 -5/16 [1126] 45 -15/16 [1167] CPRFCURB008A00 8 [203] 16 -3/16 [411] 17 -3/8 [441] 40 -1/4 [1022] 41 -15/16 [1065] 44 -7/16 [1129] 46 -1/16 [1169] 036 -060 CPRFCURB009A00 14 [356] 16 -3/16 [411] 17 -3/8 [441] 40 -1/4 [1022] 41 -15/16 [1065] 44 -7/16 [1129] 46 -1/16 [1169] Notes: 6. Attach ductwork to curb (flanges of duct rest on curb). L Roof curb must be set up for unit being installed. 7. Insulated panels: 1 -in. thick fiberglass 1 lb. density. 2. Seal strip must be applied as required to unit being installed. 8. When unit mounting screw is used (see Note A), a retainer 3. Dimensions are in inches. bracket must be used as well. This bracket must also be used 4. Dimensions in [ J are in millimeters. when required by code for hurricane or seismic conditions. This bracket is available through Micrometl. 5. Root curb is made of 16 gauge steel. 9 3 PHYSICAL DATA UNIT S1ZE 48SD _ 024040 024060 r 030040 030060 036060 036090 042060 042090 NOMINAL CAPACITY (ton) 2 2 2 -1/2 2 -1/2 3 3 3 -1/2 3 -1/2 OPERATING WEIGHT (Ib) a.., 343 343 ) 366 366 433 433 460 460 COMPRESSORS Scroll REFRIGERANT (R -22) - Quantity (Ib) 7.8 7.8 8.4 8.4 10.9 10.9 10.9 10.9 REFRIGERANT METERING DEVICE Accurater Orifice ID (in.) 0.065 0.065 0.070 - 0.070 0.080 - 0.080 0.088 0.088 CONDENSER COIL - ' Rows Fins /in. 2...21 2...21 2...21 2...21 2...21 2...21 2...21 2...21 ' Face Area (sq ft) 11.9 11.9 13.6 13.6 15.5 15.5 19.4 19.4 CONDENSER FAN Nominal Cfm 2700 2700 2700 2700 2800 2800 2800 2800 Diameter (in.) 22 22 22 22 22 22 22 22 Motor Hp (Rpm) 1/8 (825) 1/8 (825) 1/8 (825) 1/8 (825) 1/8 (825) 1/8 (825) 1/8 (825) 1/8 (825) G EVAPORATOR COIL CO Rows - Fins /in. 3...17 3...17 3...17 3...17 3...17 3...17 3...17 3...17 V • Face Area (sq ft) 3.7 3.7 3.7 3.7 4.7 4.7 4.7 4.7 EVAPORATOR BLOWER Nominal Airflow (Cfm)' 800 10x10 800 10x10 1000 1000 1200 1200 1400 1400 ' • Size (in.) 1/3 (1050) 1/3 (1050) 10x10 10x10 11x10 11x10 11x10 11x10 Motor Hp (RPM) 1/3 (1050) 1/3 (1050) 1/2 (1000) 1/2 (1000) 1/2 (1075) 1/2 (1075) FURNACE SECTION* Burner Orifice No. (Qty -Drill Size) Natural Gas 2...44 2...38 2...44 2...38 2...38 3...38 2...38 3...38 Burner Orifice No. (Qty - Drill Size) Liquid Propane 2...50 2...46 2...50 2...46 2...46 3...46 - - 2...46 - 3...46 RETURN - AIR FILTERS (in.)t Throwaway 20x24x1 20x24x1. 20x24x1 20x24x1 24x36x1 24x36x1 24x36x1 24x36x1 UNIT SIZE 48SD 048090 048115 048130 060090 060115 060130 NOMINAL CAPACITY (ton) • 4 - 4 4 5 5 5 • OPERATING WEIGHT (Ib) 480 480 480 492 492 492 COMPRESSORS Scroll REFRIGERANT (R -22) - - Quantity (Ib) 12.3 12.3 12.3 12.0 12.0 12.0 REFRIGERANT METERING DEVICE Accurater Orifice ID (in.) 0.088 0.088 - 0.088 0.101 0.101 0.101 CONDENSER COIL Rows Fins /in. 2...21 19.4 2...21 19.4 2...21 19.4 2...21 19.4 2...21 19.4 2...21 19.4 Face Area (sq ft) CONDENSER FAN Nominal Cfm 3300 3300 3300 3300 3300 3300 Diameter (in.) 22 22 22 22 22 22 - Motor Hp (Rpm) 1/4 (1100) 1/4 (1100) 1/4 (1100) 1/4 (1100) 1/4 (1100) 1/4 (1100) -' ` EVAPORATOR COIL Rows - Fins /in. 3...17 3. .17 3...17 4...17 4...17 4...17 Face Area (sq ft) 5.6 5.6 5.6 5.6 5.6 5.6 EVAPORATOR BLOWER Nominal Airflow (Cfm) 1600 11x10 1600 11x10 1600 11x10 1750 11x10 1750 11x10 1750 11x10 Size (in.) 1/2 (1075) 1/2 (1075) 1/2 (1075) 1 (1040) 1 (1040) 1 (1040) Motor Hp (RPM) FURNACE SECTION* Burner Orifice No. (Qty -Drill Size) Natural Gas 3...38 3...33 3...31 3...38 3...33 3...31 Burner Orifice No. (Qty - Drill Size) • Liquid Propane . 3...46 3...42 . 3...41 3...46 3...42 3...41 RETURN - AIR FILTERS (In.)t Throwaway 24x36x1 24x36x1 24x36x1 24x36x1 24x36x1 24x36x1 LEGEND * Based on altitude of 0 to 2000 feet. t Required filter sizes on shown are based on the larger of the ARI (Air Conditioning and Refrigeration Institute) rated cooling airflow or the heating airflow velocity of-300-ft/min-for-throwaway-type-or 450 ft/ min - for - high- capacity- type- Air - filter- pressure-drop for non - standard filters-must-not-exceed 0.08-in. wg. - 4 fs