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Specifications I S P-i 4 72 RECEIVED MAR 142016 STRUCTURAL CALCULATIQ OF TIGARD L ING DIVISION FOR ENVIRONMENTAL CONTROLS 15954 SW 72nd AVE PORTLAND, OR 97224 -- ROOF MECHANICAL UNIT -- sk9 PROFFs��� 1-14 1 187 • OREGON ✓ �90IIO G�Y 7 5. ' V' titi . NORM`\ EXPIRES:12/31/16 Contents Details A-C D1 -D3 Gravity Calculations GI -G2 Lateral Calculations L1 -L2 Contact Person: John E Nordling,PE Enclosures El -E4 NORDLING Proj. No.: 16-103 11(41 ENVIRONMENTAL CONTROLS STRUCTURAL ROOF UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2016 By: JEN Sheet No.: COVER 1 O b L O 11 30'-0" 25'-0" NOMINAL 25'-0" NOMINAL 75 = to(1'-7" NOMIN I 25'-8" , IlIIwII ��Iiiiii MOwli. _. :w►v�w►Mei I. �1 X f1 1��H I II* B., !!! i��ic�■+�= er LII �i II Il i I� f *.I 0511111111111111 1111 #odo www.wu t�i3i■IIII'MS11111111i—i'fi' p----- ...1.7.11111111M51111111311 - ,..1. iffrividimmwarmi . / iiiiiip„iilwaiiiiiww,,,,uggra, — iimmosomiwpII■ Il • � 111: ii_i_mi 6 • 1 im.All .1-1 . 0 r'Y1.} 'PL i r'' /` (1`.'r, `7 'r41. 1`.7'+) Y tr. l'---• ,��ED PRO,�F 2,r � 1l / 111110 • •EGON i 1 C,-GSt�t� / tC -1 t.4.(c.R-'L. C'4 ,- ( ,s yN . NOR°\'\ I ! EXPIRES: 12/31/16 1 -- 1 NORDLING Proj. No.' 16-103 STRUCTURAL ENVIRONMENTAL CONTROLS ROOF UNIT _ ; ENGINEERS, LLC PAC TRUST 8775 SW I l lth.Suite 200 Beaverton OR.97008 Date: MAR 2016 By: JEN Sheet No.: 1) x y fi---f- ,, ,, ._ .._..__._..__ .__._.__ - _____._._ i _1_.__.. 4,,,,, _ ___ ,- -_.-._ --------- - ,- ,:,„..„. , ,i ,, , 1 f • t !c ,\ i/iV (kfr,•Ds�{ °` ;1 I I) yaP ♦ ( ` I :J'. b 4:,,t: I i i ...t 1 . I . I 1 . 4.- .{ I 1 s i I i i i. i ; I t j [ i j f 1 I t I I F t 1, I • L\LJ,.., } CSI 4 1 • HH1 i ¢ ' t .• {I I C — ` If ,U•s, I • ' . I., i .... .---411,-* 2-1('--Y.--1--;:-.1---i,c'. '''''Z'ii-L--:-.4----\" t 1 %��p PROFe �.,. a Cry C5, !�'a` � �,7-++a'+1:{ C 4t�4 '..1 �\S� EN G t N e fro /O 12,1 1 I1 Argi REGON $4,1 /�//— . G' r _ . . . <Y 75. in, NOV''' (") 1EXPIRES: 12/31/16 ' I - 1 NORDLING Proj. No.: 16-103 ENVIRONMENTAL CONTROLS STRUCTURAL ROOF UNIT 1 - ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:MAR 2016 By: JEN Sheet No.: 92" 1 rMECHANICAL UNIT Fri I MECHANICAL UNIT--� UNIT BASE RAIL- �r I I "12 x 344" SCREW x S" x I6ga STRAP,—�� • ONE EACH SIDE "12 x 3" SCREW SELF TAPPING SCREW "I2 WOOD SCREWS 19I2" LEVELING CURB I .—CURB FLASHING a ROOFING BY OTHERS • 4x8 CE) GL PURL IN (E) GL PURL IN DETAIL NORDLING Proj. No.: 16-103 STRUCTURAL ENVIRONMENTAL CONTROLS k+ ROOF UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: MAR 2016 By:JEN Sheet No.: D3 '2 ', :._ : .� .: _ . :_ _- _ -_ , _- I:i -----r v?sto w 1 { C n i i lu :: 41..atIRJ?s1L w :. am 2r4...`'L `$u�,,P=.t�J T ¢y a >'_1, `•t•U4r+Etito ,4 f/ ® AUva 4,ro3 idem 'air 7 i. / \ ./\,_ F (-e--') .. . _ ri NU F..0 C . ki . . . I ...„ ,... 4.5(3) ''! �' vk �l i fte� t (2 Gsa ' Cr 0 A -. fr,- t.A�`1.�..� .:.ter. r • (r--417:t_.,,,,) .„ ,- ...,,, i NORDLING Proj. No.: 16-103 STRUCTURAL ENVIRONMENTAL CONTROLS ROOF UNIT r,' -':- 1/ ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR 97008 Date:MAR 2016 By: JEN Sheet No.: 6 1 Nordling Structural Engineers.LLC + 6775 SW 111th, Suite 200 Beaverton, OR 97008 - Date:03108116 Page: MULTI-SPAN TIMBER BEAM DESIGN ENVIRONMENTAL CONTROLS A-(TL) B•(DL) B-(LL) B-(MECH) B-(COMB) GENERAL DATA - 1 -3 4 5 6- Ail Spans Simple Support?? : YES Spans Length ft : 8.00 29.00 29.00 29.00 29.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 2.500 2.500 2.500 2.500 Beam Depth in : 7.25 18.00 18.00 18.00 18.00 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- Pb-Modified Allow. psi : 1345.5 2638.4 2638.4 2638.4 2638.4 fb-Actual. psi : 459.3 560.7 1868.9 47.6 2456.2 F'v-Modified Allow. psi : 207.0 218.5 218.5 218.5 218.5 fv(actual)* 1.5 psi : 32.2 25.9 86.4 6.0 118.2 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.Mom.@ Mid-Span k-in : 14.1 75.7 252.3 6.4 331.6 X-Dist ft : 3.63 14.50 14.50 3.09 14.50 Shears: Left k : 0.65 0.87 2.90 0.18 3.95 Right k : -0.51 -0.87 -2.90 -0.02 -3.79 Reaction @ Left DL k : 0.14 0.87 0.00 0.00 0.87 LL k : 0.51 0.00 2.90 0.18 3.08 Total k : 0.65 0.87 2.90 0.18 3.95 Reaction @ Right DL k : 0.14 0.87 0.00 0.00 0.87 LL k : 0.37 0.00 2.90 0.02 2.92 Total k : 0.51 0.87 2.90 0.02 3.79 Max.Defl.@ Mid Span in : -0.075 -0.437 -1.455 -0.025 •1.916 X-Dist ft : 3.89 14.50 14.50 12.37 14.50 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1170.0 2400.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 180.0 190.0 190.0 190.0 190.0 Elastic Modulus ksi : 1600 1800 1800 1800 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 : 35.0 60.0 0.0 0.0 60.0 LL plf : 75.0 0.0 200.0 0.0 200.0 Partial DL plf : LL plf : 70.0 X-Left ft : 0.00 X-Right ft : 4.00 29.00 29.00 29.00 29.00 Point DL # : LL # : 200.00 200.00 X-Dist. ft : 3.00 3.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 Shear # : 0.65 0.87 2.90 0.18 3.95 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 V4.4B2(c)198195 ENERCALC Bruce W.Kenny,KW060914SL-A ASCE 7.10 Standard Roof Top Mech Unit Location 45°24'21.35"N Ss and S1=Mapped Spectral Acceleration Values 122°44'56.47" W 15954 SW 72nd Ave,Tigard,OR 97224 Ground Motion Ss 0.966 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 Fax Ss 1.076 SMI Fv * Si 0.662 Design Category(SDC) D SDS (2/3)SMS 0.717 SDI (2/3)SMI 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•� •W FP MAX= 1.6 SDS IP WP P= Rp h� p = 1.15 Wp->* 0. 0.803 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 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 factor x= 1.9 qz: 23.24 psf kz: 0.70 Unit Weight 550 lbs Gust: 0.85 Ka: 0.90 Unit Height 36" Cf: 1.30 Kzt: 1.00 Unit Length 48" x: 1.9 Unit Width 44" Curb Height 14" WP: 48.8 psf P: 351 lbs -ASD T= 351 lbs *(14"+36"/2)/44" - 0.6* 550 lbs/2 = 91 lbs Net Uplift NORDLING Prof. No.: 16-103 STRUCTURAL ENVIRONMENTAL CONTROLS ROOF UNIT j ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR.97008 Date:MAR 2016 By:JEN Sheet No.: L1 I VEQ t1b? • W: 550 lbs Height 36" Weight 550 lbs Length 48" Width 44" , Curb 14" •�� VEQ= 0.284* SSO lbs+0.2* 0.717* SSO lbs / = 1561bs+791bs VEQ 15ro fbs � T= 156 lbs * (14" +361/2)/44" + 791bs/2 - 0.6* 5501bs/2 C: 12 lbs = -12 lbs [0 Net Uplift] V= 156 lbs (4) STEEL BRACKETS W/ "12 SCREWS TO ROOF CURB 4 *12 SCREWS TO UNIT BASE RAIL. _ok_ "12 612' o/c SCREWS FROM CURB TO FRAMING BELOW. _ok- 1 NORDLING Proj. No.: 16-103 STRUCTURAL ENVIRONMENTAL CONTROLS , .,.. , ROOF UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200 Beaverton OR.97008 Date: MAR 2016 By: JEN Sheet No.: L2 w J . 0 TRINE Outline Drawings . Figure 11. 4YCC4024-4036 '/i I-\A..„-,-z-,,----•. -,, tz,-_,--=.-.,',..,,--.-__,, '\.Y 00 ill--"--1-0,------;.------5,-.--....i1,,0-------5,0....----i/ j .&10i -1-0101 : % _,„ 0r : 296.62 r) j (GOUTS I/DE)7 ` 'li re• 00i� 58.19 \�` \�)/ RETURN (2-9/32) "� �� 171.55 SUPPLY 1. 177 ......--398.22 79.50 ---.' (OUTSIDE6)1 [3-1/87 176.07 398.22 --vi (6-15/161 (15-11116] (OUTSIDE) G'. `.. -...1... , BACK DUCT OPENINGS • 1r1;. - .. It j7-8-T"'"--"''.. • 530.SD 111-71161- V�, ��/ [2D•T/B1 f - . X X X-X I SECTION 1`+ �;1 TYPICAL (8) SIDES OF SIDEFLOW DUCT OPENINGS 1155.16 115.112) (SURFACE AREA) BACK SIDE Height mm/In Flu Hood w/brkt Approx.Corner Weight-kg/lbs Shipping Total Unit Center of Gravity mm/in mm/In Weight Weight A 0 WI. W2 W3 W4 kg/lbs kg/lbs 8 C .._.,s 4YCC4024(060) 898.53(35-3/8] 157.16[6-3/16] 58.3[129] 36.8[81] 26.1[58] 41.0[90) 196.1[432] 162.4[358] 479.8[18.9] 527.8[20.8] 4YCC4030(070) 898.53[35-3/8] 157.16[6-3/16] 61.3[135] 38.7[85] 27.5[61) 43.1[95] 204.8[451] 171.1(377] 406.5[16.0] 594.1[23.4] 4YCC4036(070) 949.33[37.3/8] 157.16[6-3/16] 61.1[134] 38.3[84] 27.1[60] 43.2[95] 203.4[438] 169.7[374] 414.3[16.3] 697.6[27.5] 4YCC4036(090) 949.53[37-3/8] 157.16[6-3/16] 61.7[136] 38.9[86] 27.7[61] 43.7[96] 205.7[453] 172.0[379] 414.3[16.3] 697.6[27.5] 28 22-1901-1B-EN .5 0 TR/WE' Outline Drawings Figure 12. 4YCC4024-4036 1161.17 -157.37 158-991161 16.31161 11.56 C INLET (DUCT FLANGE) 1 . 11.18 , (111161 1 ! W W3 SECTION X'X ' ---.---;• -;:. i_1 TYPICAL IBI SIDES OF SIDEFLOW DUCT OPENINGS 1125.22 I�((((IIAu�I FUS/ '` 1i1��11,�'1 41 INLET 111.51161 INLET ` ,� kkki:•":..iYl�"Ii R■F 18. 3 18.29 t` «"!!\i�..-�;;��;��llr� fLDE B \. �..-sr i f H00D ''''"71"-T B \`= %�- 123/32) 123/321 11.12 �` � ----1- 19/161 201 61 WI 17-151161 \\:11,SECTION Y Y WI 1 TYPICAL 181 SIDES OF OOWN6LOW DUCT OPENINGS INLET TOP SIDE ENTER OF GRAVITY OUTLET II -_ ii _. h11 Iiii - 11 i-- A 2111 540 121.23/321 \--CONDENSATE DRAIN FOR FRONT SIDE 19.0 13141 FEMALE NPT LEFT SIDE, RECOMMENDED SERVICE CLEARANCE MM11N. 4./ - lr i • WITH O.A. DAMPER/ECON. BACK SIDE 304.8 1121 762.0(301 ` /pa; O LEFT SIDE 914.4 1361 1066.8 [421 // RIGHT SIDE 914.4 1361 - ���^ FRONT SIDE 1066.8(421 - t - CLEARANCE TO COMBUSTIBLE MATERIAL PM/IN. Y I Y [. I BOTTOM 0 BACK SIDE 25.4[11 LEFT SIDE 152.4 [61 ---- r - , • I RIGHT SIDE 304.8[121 ' FRONT 510E 301.8 II11 TOP 914.4 [361 BOTTOM SIDE 22-1901-1 B-EN 29 7 . 0 TRIM' c Product Specifications MODEL 4YCC4024A1060A 4YCC4030A1070A 4YCC4036A1070A 4YCC4036A1090A Motor-HP/R.P.M. 1/34/3350 1/34/3290 1/34/3290 1/34/3075 Volts/Ph/Hz 230/1/60 230/1/60 230/1/60 230/1/60 FLA .20 .20 .20 .24 FILTER/FURNISHED NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY Recmd.Face Area(sq.ft)(h) 4.0 4.0 4.0 4.0 REFRIGERANT R-410 R-410 R-410 R-410 Charge(lbs.) 5.24 6.94 7.2 7.2 CHARGING SPECIFICATIONS Subcooling 12° 11° 11° 11° GAS PIPE SIZE(in.) 1/2 1/2 1/2 1/2 DIMENSIONS HXDXW HXDXW HXDXW HXDXW Crated(in.) 46 X45 X52 46 X 45 X 52 48 X 45X 52 48 X45 X 52 WEIGHT Shipping(lbs.)/Net(lbs.) 432/358 451/377 438/374 453/379 to Rated in accordance with AHRI Standard 210/240.AHRI standard rating conditions are:80 D.B.67 W.B.entering air to indoor coil.95 D.B.entering air to outdoor coil. (b) Sound Power values are not adjusted for AHRI 270-95 tonal corrections. CO Ratings shown are for elevations up to 2000 ft.For higher elevations reduce ratings at a rate of 4%per 1000 ft.elevation. (d) Convertible to LPG. (a) This value is approximate.For more precise value,see Unit Nameplate. (r) Standard Air-Dry Coil-Outdoor. (g) Based on U.S.Government Standard Tests. (h) Filters must be installed in return air stream.Square footages listed are based on 300 f.p.m.face velocity.If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05'W.C. MODEL 4YCC4042A1060A 4YCC4042A1090A 4YCC4048A1070A RATED Volts/PH/Hz 208-230/1/60 208-230/1/60 208-230/1/60 Performance Cooling BTUH(a) 40500 40500 46500 Indoor Airflow(CFM) 1450 1450 1600 Power Input(KW) 3.4 3.4 4.06 EER/SEER(BTU/Watt-Hr.) 12.0/14.00 12.0/14.00 11.50/14.00 Sound Power Rating[dB(A)](5) 74.6 74.6 72.5 PERFORMANCE HEATING(C) Input BTUH-1st Stage 60000 90000 70000 (Natural Gas)(d) AFUE 81 81 81 Temp.Rise-Min/Max(°F) 30/60 35/65 30/60 Orifice Qty/Drill Sz.(Natural Gas) 2/#37 3/#37 2/#33 POWER CONN.-V/Ph/Hz 208-230/1/60 208-230/1/60 208-230/1/60 Min.Brch.Cir.Ampacity(e) 28.5 28.5 32.0 Fuse Size-Max.(amps) 45 45 50 Fuse Size-Recmd.(amps) 45 45 50 COMPRESSOR SCROLL SCROLL SCROLL VOLTS/PH/HZ 208-230/1/60 208-230/1/60 208-230/1/60 R.L.Amps-L.R.Amps 16.7/109.0 16.7/109.0 19.6/130.0 OUTDOOR COIL-TYPE SPINE-FIN SPINE-FIN SPINE-FIN Rows/F.P.I 2/24 2/24 2/24 Face Area(sq.ft.) 15.63 15.63 20.54 Tube Size(in.) 3/8 3/8 3/8 INDOOR COIL-TYPE MCHE MCHE MCHE Rows/F.P.I 2/16 2/16 2/16 22-1901-18-EN 7 1 TRANS' Full Perimeter Roof Mounting Curb Figure 6. 4024—4036 Models BAYCURB050A Full Perimeter Roof Mounting Curb 17 7/8 46 3/8 / �� 3 RETURN 3 5/8 AIR i j SUPPLY AIR o• '. 19 1/2 a` 2 3/16 19 1/2 i 15 387 8 41*`b /1". n \ ld ''' , /'' 1 1/2 The drawings on this page are prepared by the manufacturer in order to provide detail regarding / job layout only.These drawings are not intended to ....,- • be used as a basis to construct, build or modify the / items depicted in the drawings.The manufacturer is not responsible for the unauthorized use of these /" > , drawings and expressly disclaims any liability for / A � , B damages resulting from such unauthorized use. < 00/7r *. , , •- • SUPPLY N. 0110..„- C DCHANNEL SIDE CHANNEL END WOOD NAILER SERVICE CLEARANCE DIMENSIONS HOLE IN ROOF A B C D WC*/TC* 42.00 36.00 12.00** 24.00 .‹, 433/8 DCR/YC* 42.00 36.00 12.00** 36.00 35 7/8 **42.00 WITH ECONOMIZER WITH 25% FRESH �/ AIR ACCESSORY 22 22-1901-1B-EN