Loading...
Specifications AAA J i I i I i I i I i I i DESIGN ENGINEERING PLANNING WORTH TECHNICAL SERVICES STRUCTURAL CALCULATIONS FOR NEW ROOF TOP UNITS PLAID PANTRY# 19 SW HALL BLVD TIGARD, OREGON 97223 project: 15-136 prepared for: CITY OF TIGARD POLAR REFRIGERATION INC. REVIEWED FOR CODE CO MPLI1A1 O. BOX 821127 ✓ COUVER, WA 98682 APPS t 1. OTC: t S�RVCTU-�L Permit#h Ate 2OC ��0 PROr1 Address: 16995 ) �1�°CL—L ����1 G l N E e9 1 Suite#: • r 12956 l By Dates e 'C(` -8,,,. G . 6i l�`z- , OREGON h UG o Y 26 age tiN \N OFFICE COPY [EXPIRES: pC"f(7J prepared by JOHN M. WORTH, PE/SE Worth Technical Services 3004 SE 50th Avenue Portland, OR 97206 July 29, 2015 3004 SE 50TH AVE. PORTLAND,OREGON 97206 PHONE 503.771.8255 WRTHTEC@AOLCOM FAX 503.771.8407 ?L/st'D 1?Af`\TRY Tt, 19 1.599 eaLNP TtGA.2.1)J. OR. c11 z 2 3 S GQ NC. :_ ST1ZU C`T'U f.AL L Al-I O h.15 R-15.-1-Al-S-D T'L� T V A E. t N STALLATI c 5 1.1 Roo V" TO t•-1 !/S.G ' U 1-1 1 T S �J t Pvfl.E T k)EjGuT HV A- U'- t T - "r o c-02.13 ( 2 TO - ‘31 V -"i c.a.L S EST. S>L Roc F trl a. f Pg F S IAE A1mA'ki C.\ - Z PSF P5F o-h-h E e . 105P 5.S psF ag- 2 = I 4-r T!WS S_�..1 i s t21 ZNc G Z /I I- 4 slig.r (I Z X 4 .e 1 E 3 t/gr. 1 .4 f . tk./5-r 160. 87_ S/41- S�c�tE�l t ab - 25k/SF 4E Z ' Go. U 1r/FT G6. . 8241F-r O Se S klFr C3 e� c)400, - a coca 65 /c/9. T L0AD 4.3 C '113 = `' - 019 KV_oov Po Nr AAA - JOB NO. _ -..- DATE Z9 PROJECT eiACD-24iJ+e.`c. 'It= ($_ i l i l i l i I I SUBJECT *SS LONi> DESIGN ENGINEERING PLANNING BY J PAGE WORTH T F C H N I C A I CF P V I C E C SElSmcc GCSccGr l vw;EI?5 PLAID PANTRY Date and Time: 7/29/2015 10:48:07 AM MCE Ground Motion - Conterminous 48 States Zip Code - 97223 Central Latitude = 45.44033 Central Longitude = -122.776223 Period MCE Sa (sec) (%g) 0.2 106.1 MCE Value of Ss, Site Class B 1.0 037.2 MCE Value of Si, Site Class B Spectral Parameters for Site Class D 0.2 114.6 Sa = FaSs, Fa = 1.08 1.0 061.7 Sa = FvS 1, Fv = 1.66 JOB NO. i - 3 4 DATE 7/2-11(15 PROJECT P—A i7 PP .rrP—C) At I el _ I 1 1 1 1 1 1 1 1 1 : 1 1 1 SUBJECT c cmtC `I '")1C-4.3 Pa. x'11 -C1 Dttcx INGtntle ixc •lxNx inO WORTH TECHNICAL SERVICES BY j.� PAGE 2- OF _ __ _ .__ 0 .1-1/"21 S cii Q 0 ' ci i Q" A02- -1--a‘1,‘ S$50 ` -b'3 - 1 8'crz = 3 ? -Zt �1/, aoc A• SZ.S =\i SZ'8 Ord 1./y, cca co• .c aax4-› do.1. -bxZ ,) ,CZ (oro1/40 ea rL7'b ') 62r1S0k,D (0 0177) <4fi9''R1) (4 rcc Si) (vre) (°`L.L,z) (ore 7 C5 Q p q ® cv 0 0 8 L -) S A'sZ Ll S.& 7s. ‘s OS. bZ SI. c2 SZ k•-z. -22 11 oz .,,,7(17.--' �:� 8.l L.•I foi,) 1 °I! 0 e \ 4\ © 21 d, " at 11 b 8 (y1-'\r4I'1S) k51..•%ctS) (0)1.'\ 'Lc)*52) (0L'1 rSL`12) 0 V (911 01.'1 VI,o1 (le 1t4�',r 1-,1 rc7 bGp ' 1,La* • SAI: PLANE - Planar Frame and Truss Analysis Version 1.66 - 03/02/90 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User /*PLANE Input data filename: A:PP19 DATE: 6-16-2015 TIME: 8:57:48 PROJECT: TRUSS ANALYSIS *** GENERAL DATA *** Members: 33 Joints : 18 Load Cases: 2 Load Combinations: 1 Elasticity: 1200.0 ksi Structure: PLANE FRAME *** JOINT DATA (feet) *** JT X Y RVH 1 .000 .000 0 1 1 2 2.670 .000 0 0 0 3 8.000 .000 0 0 0 4 13.330 .000 0 0 0 5 18.670 .000 0 0 0 6 24.000 .000 0 0 0 7 29.330 .000 0 0 0 8 34.670 .000 0 0 0 9 40.000 .000 0 1 0 10 .000 1.760 0 0 0 11 5.330 1.760 0 0 0 12 10.670 1.760 0 0 0 13 16.000 1.760 0 0 0 14 21.330 1.760 0 0 0 ' 15 26.670 1.760 0 0 0 16 32.000 1.760 0 0 0 17 37.330 1.760 0 0 0 '18 40.000 1.760 0 0 0 *** MEMBER DATA *** MEM FM TO TYPE AREA INERTIA E LENGTH sq in. in**4 ksi feet 1 1 2 0 8.2500 20.800 1200.0 2.670 2 2 3 0 8.2500 20.800 1200.0 5.330 3 3 4 0 8.2500 20.800 1200.0 5.330 4 4 5 0 8.2500 20.800 1200.0 5.340 5 5 6 0 8.2500 20.800 1200.0 5.330 6 6 7 0 8.2500 20.800 1200.0 5.330 7 7 8 0 8.2500 20.800 1200.0 5.340 8 8 9 0 8.2500 20.800 1200.0 5.330 9 10 11 0 8.2500 20.800 1200.0 5.330 10 11 12 0 8.2500 20.800 1200.0 5.340 11 12 13 0 8.2500 20.800 1200.0 5.330 12 13 14 0 8.2500 20.800 1200.0 5.330 13 14 15 0 8.2500 20.800 1200.0 5.340 14 15 16 0 8.2500 20.800 1200.0 5.330 15 16 17 0 8.2500 20.800 1200.0 5.330 16 17 18 0 8.2500 20.800 1200.0 2.670 17 1 10 0 5.2500 5.400 1200.0 1.760 18 10 2 0 5.2500 5.400 1200.0 3.198 19 2 11 0 5.2500 5.400 1200.0 3.190 20 11 3 0 5.2500 5.400 1200.0 3.198 21 3 12 0 5.2500 5.400 1200.0 3.198 22 12 4 0 5.2500 5.400 1200.0 3.190 23 4 13 0 5.2500 5.400 1200.0 3.198 24 13 5 0 5.2500 5.400 1200.0 3.198 25 5 14 0 5.2500 5.400 1200.0 3.190 26 14 6 0 5.2500 5.400 1200.0 3.198 27 6 15 0 5.2500 5.400 1200.0 3.198 28 15 7 0 5.2500 5.400 1200.0 3.190 29 7 16 0 5.2500 5.400 1200.0 3.198 30 16 8 0 5.2500 5.400 1200.0 3.198 31 8 17 0 5.2500 5.400 1200.0 3.190 32 17 9 0 5.2500 5.400 1200.0 3.198 33 9 18 0 5.2500 5.400 1200.0 1.760 *********************** *** LOAD CASE # 1 *** *********************** *** MEMBER LOADS (UNIF-klf, CONC-kips) *** TYPE MEM LOAD ALPHA BEGIN END UNIF 1 .009 .00 .000 2.670 UNIF 2 .009 .00 .000 5.330 UNIF 3 .009 .00 .000 5.330 UNIF 4 .009 .00 .000 5.340 UNIF 5 .009 .00 .000 5.330 UNIF 6 .009 .00 .000 5.330 UNIF 7 .009 .00 .000 5.340 UNIF 8 .009 .00 .000 5.330 • UNIF 9 .059 .00 .000 5.330 UNIF 10 .059 .00 .000 5.340 UNIF 11 .059 .00 .000 5.330 UNIF 12 .059 .00 .000 5.330 UNIF 13 .059 .00 .000 5.340 UNIF 14 .059 .00 .000 5.330 UNIF 15 .059 .00 .000 5.330 UNIF 16 .059 .00 .000 2.670 *********************** *** LOAD CASE # 2 *** *********************** *** JOINT LOADS *** JT MOMENT PY PX kip-ft kips kips 12 .0000 -.079 .000 . 13 .0000 -.079 .000 *************************** *** LOAD COMBINATIONS *** *************************** 1 = + 1.000(CASE 1) + 1.000(CASE 2) *** JOINT DEFORMATIONS *** JOINT # 1 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.01188 .0000 .0000 CASE 2 -.00102 .0000 .0000 COMB 1 -.01290 .0000 .0000 JOINT # 2 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.01195 -.3892 .0004 CASE 2 -.00102 -.0333 .0000 COMB 1 -.01297 -.4224 .0004 JOINT # 3 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00946 -1.0826 .0229 CASE 2 -.00081 -.0931 .0020 COMB 1 -.01027 -1.1757 .0250 JOINT # 4 LOAD ROTATION (rad) VERT (in) HORIZ (in) 'CASE 1 -.00575 -1.5779 .0609 CASE 2 -.00041 -.1331 .0060 COMB 1 -.00615 -1.7111 .0669 ' I JOINT # 5 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00118 -1.8033 .1074 4.o CASE 2 .00005 -.1443 .0106 Z.R p z'o 06 Q�' COMB 1 -.00113 -1.9476 .1180 • JOINT # 6 (O LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00354 -1.7267 .1556 CASE 2 .00039 -.1296 .0141 COMB 1 .00392 -1.8563 .1697 JOINT # 7 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00777 -1.3593 .1986 CASE 2 .00062 -.0966 .0166 COMB 1 .00839 -1.4559 .2152 JOINT # 8 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .01092 -.7511 .2298 CASE 2 .00077 -.0513 .0181 COMB 1 .01169 -.8023 .2479 JOINT i 9 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .01177 .0000 .2420 CASE 2 .00080 .0000 .0186 COMB 1 .01257 .0000 .2607 JOINT 1 10 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.01219 -.0042 .2396 CASE 2 -.00100 -.0003 .0204 COMB 1 -.01318 -.0046 .2600 JOINT 1 11 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.01084 -.7554 .2279 CASE 2 -.00095 -.0646 .0194 COMB 1 -.01179 -.8200 .2474 JOINT # 12 " LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00776 -1.3625 .1974 CASE 2 -.00063 -.1170 .0164 COMB 1 -.00839 -1.4795 .2138 JOINT 1 13 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 -.00352 -1.7289 .1550 CASE 2 -.00017 -.1429 .0122 ri COMB 1 -.00369 -1.8719 .1671 JOINT I 14 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00119 -1.8046 .1074 CASE 2 .00023 -.1397 .0081 COMB 1 .00143 -1.9442 .1156 JOINT I 15 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00577 -1.5782 .0615 CASE 2 .00052 -.1150 .0051 COMB 1 .00629 -1.6932 .0666 JOINT 1 16 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .00945 -1.0820 .0242 CASE 2 .00071 -.0751 .0031 COMB 1 .01016 -1.1571 .0273 JOINT I 17 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .01210 -.3876 .0023 CASE 2 .00081 -.0260 .0021 COMB 1 .01291 -.4136 .0044 JOINT # 18 LOAD ROTATION (rad) VERT (in) HORIZ (in) CASE 1 .01192 -.0003 .0021 CASE 2 .00080 .0000 .0021 COMB 1 .01272 -.0003 .0041 *** MEMBER FORCES *** MOM - Negative when clockwise (or causing top tension @1/10 point analysis) SHR - Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction MEMBER 1 1 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0987 .0802 .0783 -.0556 -.1209 .1209 CASE 2 .0068 .0064 .0050 -.0050 -.0070 .0070 COMB 1 .1054 .0866 .0833 -.0606 -.1279 .1279 MEMBER $ 2 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0342 .0873 .0326 .0127 -3.4916 3.4916 8 CASE 2 -.0032 .0107 .0014 -.0014 -.3107 .3107 COMB 1 -.0374 .0980 .0340 .0113 -3.8023 3.8023 MEMBER # 3 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL . (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0734 .1280 .0329 .0124 -5.8722 5.8722 CASE 2 -.0097 .0165 .0013 -.0013 -.6206 .6206 COMB 1 -.0831 .1444 .0342 .0111 -6.4928 6.4928 MEMBER 1 4 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.1175 .1386 .0267 .0187 -7.1914 7.1914 CASE 2 -.0159 .0136 -.0004 .0004 -.6982 .6982 COMB 1 -.1334 .1523 .0262 .0192 -7.8896 7.8896 MEMBER # 5 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.1368 .1296 .0213 .0240 -7.4560 7.4560 CASE 2 -.0137 .0085 -.0010 .0010 -.5453 .5453 ��/g q`� Sa COMB 1 -.1505 .1381 .0203 .0250 -8.0013 8.0013 -- .1-z, . MEMBER # 6 ac -\ .�a -- :- a%act X51 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL `�`S (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) C0.= BO 14"" CASE 1 -.1355 .0993 .0158 .0295 -6.6618 6.6618 °'e-- CASE 2 -.0098 .0056 -.0008 .0008 -.3891 .3891 \`\S c 'b� ''T� COMB 1 -.1453 .1049 .0151 .0302 -7.0510 7.0510 MEMBER 1 7 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.1115 .0527 .0117 .0337 -4.8191 4.8191 CASE 2 -.0067 .0028 -.0007 .0007 -.2336 .2336 COMB 1 -.1182 .0555 .0110 .0344 -5.0528 5.0528 MEMBER # 8 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL ' (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0856 -.0704 -.0066 .0519 -1.8902 1.8902 CASE 2 -.0043 -.0025 -.0013 .0013 -.0779 .0779 COMB 1 -.0899 -.0729 -.0079 .0532 -1.9681 1.9681 MEMBER 1 9 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .1396 -.0499 .1727 .1391 1.7980 -1.7980 CASE 2 .0051 .0083 .0025 -.0025 .1554 -.1554 COMB 1 .1447 -.0416 .1753 .1365 1.9535 -1.9535 MEMBER 1 10 I LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0730 -.0048 .1690 .1434 4.7201 -4.7201 CASE 2 -.0049 .0156 .0020 -.0020 .4663 -.4663 COMB 1 .0681 .0108 .1710 .1414 5.1863 -5.1863 MEMBER # 11 .LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0184 .0170 .1625 .1493 6.5646 -6.5646 CASE 2 -.0139 .0161 .0004 -.0004 .6595 -.6595 COMB 1 .0045 .0331 .1630 .1489 7.2241 -7.2241 MEMBER # 12 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0113 .0182 .1572 .1546 7.3583 -7.3583 CASE 2 -.0168 .0095 -.0014 .0014 .6218 -.6218 COMB 1 -.0280 .0277 .1558 .1560 7.9801 -7.9801 MEMBER # 13 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0197 -.0006 .1524 .1600 7.0937 -7.0937 CASE 2 -.0110 .0073 -.0007 .0007 .4673 -.4673 COMB 1 -.0307 .0067 .1517 .1607 7.5610 -7.5610 MEMBER # 14 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0105 -.0480 .1449 .1669 5.7759 -5.7759 CASE 2 -.0084 .0040 -.0008 .0008 .3115 -.3115 COMB 1 -.0189 -.0441 .1441 .1677 6.0875 -6.0875 MEMBER # 15 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0361 -.0686 .1498 .1620 3.3857 -3.3857 CASE 2 -.0051 .0014 -.0007 .0007 .1553 -.1553 COMB 1 .0310 -.0672 .1491 .1627 3.5410 -3.5410 MEMBER # 16 'LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0159 -.0773 .0551 .1011 .0836 -.0836 CASE 2 -.0026 -.0030 -.0021 .0021 .0032 -.0032 COMB 1 .0132 -.0803 .0530 .1032 .0868 -.0868 MEMBER # 17 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0987 -.1141 -.1209 .1209 1.2617 -1.2617 !O L CASE 2 -.0068 -.0055 -.0070 .0070 .1004 -.1004 COMB 1 -.1054 -.1196 -.1279 .1279 1.3620 -1.3620 MEMBER # 18 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0255 -.0188 -.0139 .0139 -1.9996 1.9996 CASE 2 .0004 -.0004 .0000 .0000 -.1778 .1778 .COMB 1 -.0251 -.0192 -.0139 .0139 -2.1774 2.1774 MEMBER 1 19 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0271 .0041 -.0072 .0072 2.0260 -2.0260 CASE 2 -.0029 -.0007 -.0011 .0011 .1855 -.1855 COMB 1 -.0300 .0034 -.0083 .0083 2.2114 -2.2114 MEMBER # 20 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0272 .0116 -.0049 .0049 -1.4681 1.4681 CASE 2 -.0027 .0011 -.0005 .0005 -.1859 .1859 COMB 1 -.0299 .0127 -.0054 .0054 -1.6540 1.6540 MEMBER # 21 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0255 .0225 -.0010 .0010 1.3793 -1.3793 CASE 2 -.0021 .0029 .0003 -.0003 .1850 -.1850 COMB 1 -.0276 .0254 -.0007 .0007 1.5643 -1.5643 MEMBER # 22 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0360 .0207 -.0048 .0048 -.8270 .8270 CASE 2 -.0046 .0017 -.0009 .0009 -.0460 .0460 COMB 1 -.0406 .0224 -.0057 .0057 -.8731 .8731 MEMBER # 23 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0311 .0315 .0001 -.0001 .7508 -.7508 CASE 2 -.0023 .0044 .0006 -.0006 .0469 -.0469 COMB 1 -.0335 .0359 .0008 -.0008 .7976 -.7976 MEMBER # 24 LOAD S-MOM E-HOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0372 .0287 -.0027 .0027 -.1982 .1982 CASE 2 -.0037 .0024 -.0004 .0004 .0918 -.0918 COMB 1 -.0410 .0310 -.0031 .0031 -.1064 .1064 MEMBER # 25 • LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0305 .0364 .0018 -.0018 .1183 -.1183 CASE 2 -.0023 .0030 .0002 -.0002 -.0916 .0916 COMB 1 -.0328 .0394 .0021 -.0021 .0267 -.0267 MEMBER # 26 .LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0348 .0312 -.0011 .0011 .4346 -.4346 CASE 2 -.0016 .0027 .0004 -.0004 .0932 -.0932 COMB 1 -.0364 .0339 -.0008 .0008 .5279 -.5279 MEMBER 1 27 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0252 .0376 .0039 -.0039 -.5147 .5147 CASE 2 -.0014 .0022 .0003 -.0003 -.0934 .0934 COMB 1 -.0266 .0398 .0041 -.0041 -.6081 .6081 MEMBER II 28 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0265 .0298 .0010 -.0010 1.0617 -1.0617 CASE 2 -.0011 .0019 .0002 -.0002 .0929 -.0929 COMB 1 -.0277 .0317 .0013 -.0013 1.1545 -1.1545 MEMBER 1 29 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0176 .0298 .0038 -.0038 -1.1434 1.1434 CASE 2 -.0008 .0015 .0002 -.0002 -.0932 .0932 COMB 1 -.0184 .0313 .0040 -.0040 -1.2366 1.2366 MEMBER 1 30 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 -.0178 .0235 .0018 -.0018 1.7157 -1.7157 CASE 2 -.0004 .0014 .0003 -.0003 .0936 -.0936 COMB 1 -.0183 .0248 .0021 -.0021 1.8093 -1.8093 MEMBER 1 31 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0094 .0428 .0164 -.0164 -1.7823 1.7823 CASE 2 .0002 .0012 .0004 -.0004 -.0925 .0925 COMB 1 .0096 .0440 .0168 -.0168 -1.8749 1.8749 MEMBER I 32 I LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0099 .0007 .0033 -.0033 2.1617 -2.1617 2 1 1 1 CASE 2 .0000 -.0002 -.0000 .0000 .0895 -.0895 COMB 1 .0100 .0005 .0033 -.0033 2.2511 -2.2511 MEMBER 1 33 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) CASE 1 .0698 .0773 .0836 -.0836 .1011 -.1011 CASE 2 .0027 .0030 .0032 -.0032 .0021 -.0021 COMB 1 .0725 .0803 .0868 -.0868 .1032 -.1032 *** RESTRAINING FORCES AT SUPPORTS *** JOINT i 1 LOAD MOMENT (kip-ft) RY (kips) RX (kips) CASE 1 .000 1.340 .000 CASE 2 .000 .105 .000 COMB 1 .000 1.445 .000 JOINT i 9 LOAD MOMENT (kip-ft) RY (kips) RX (kips) CASE 1 .000 1.340 .000 CASE 2 .000 .053 .000 COMB 1 .000 1.393 .000 End of PLANE Elapsed Time: 2 min 30 sec ` 3 SEISMIC ANALYSIS Site Class- D Project- PLAID PANTRY#19 Ss:= 1.061 date- JULY 29, 2015 Si:_ .372 Importance Factor I:= 1.0 From table 1615.1.2 task- HVAC Fa:= 1.08 Fv:= 1.66 Spectral Coefficients equation 16-38 Sms:= Fa.Ss Sms= 1.146 equation 16-39 Smi:= FvSi Smi=0.618 equation 16-40 Sds ( ).Sms Sds=0.764 • Mechanical and Architectural Components from tables 9.6.2.2 and 9.6.2.3 Ap:= 1.0 Rp:= 2.5 Compenent weight Wp:= 631 height of attachment z:= 1 height of roof h 1 (.4•Ap Sds-Wp)Seismic Force Fp._ i + (2.±)]] Fp=231.376 CC I) Multiplier M:_ —Fp M=0.367 Wp Fp Maximum Fpl 1.6•Sds•1•Wp Fpl=771.254 MI := Fpl Ml = 1.222 Wp Fp Minimum Fp2:= .3•Sds•I•Wp _ Fp2= 144.61 M2:= Fp2 M2=0.229 Wp Allowable Strength Design Fp3:= .7-Fp Fp3= 161.963 Fpv:= .2•Sds•Wp • M3 := Fp3 M3 =0.257 Fpv=96.407 Wp AAA JOB NO. 47'- 1 DATE 7/V1 ft S PROJECT 03-60, U IPAtsrtMe,C11 ctt c I { f I { 1 { I { I { SUBJECT ,+ DIf IEM INGIMIIRIME IGANNIMD WORTH TECHNICAL SERVICES , PAGF Iq- .OF SEISMIC FASTENER DESIGN LATERAL LOAD LATLOAD:= 162 POUNDS HVAC UNIT UNIT TO CURB CONNECTION FASTENER TYPE-#10 SHEET METAL SCREWS CAPACITY(PULL-OUT) CAPPULL:= 129 POUNDS EACH CAPACITY (SHEAR) CAPSHEAR:= 272 POUNDS EACH NUMBER OF EFFECTIVE FASTENERS (PULL-OUT) NUMPULL:= 4 NUMBER OF EFFECTIVE FASTENERS (SHEAR) NUMSHEAR:= 8 TOTAL CAPACITY(PULL-OUT) TOTPULL:= CAPPULL•NUMPULL TOTPULL= 516 TOTAL CAPACITY(SHEAR) TOTSHEAR:= CAPSHEAR-NUMSHEAR TOTSHEAR=2176 FACTOR OF SAFETY(PULL-OUT) FSPULL:= TOTPULL FSPULL=3.185 TO 1 LATLOAD FACTOR OF SAFETY(SHEAR) FSSHEAR:= TOTSHEAR FSSHEAR= 13.432 TO 1 LATLOAD CURB TO ROOF CONNECTION FASTENER TYPE-#10 WOOD SCREWS CAPACITY(PULL-OUT) PULLWOOD= 130 POUNDS EACH CAPACITY (SHEAR) CAPWOOD:= 140 POUNDS EACH NUMBER OF EFFECTIVE FASTENERS NUMWOOD:= 4 TOTAL CAPACITY TOTWOOD:= CAPWOOD-NUMWOOD TOTWOOD=560 TOTAL PULL-OUT PULLTOT:= PULLWOOD-NUMWOOD PULLTOT=520 FACTOR OF SAFETY FSWOOD:= TOTWOOD FSWOOD=3.457 TO 1 LATLOAD FACTOR OF SAFETY(PULL) PULLFS:= PULLTOT PULLFS =3.21 TO 1 LATLOAD NOTE-FACTORS OF SAFETY ARE BASED ON ALLOWABLE CAPACITIES AAA JOB NO. DATE 7/2-(1/ PROJECT PIN", !pa-AT-fa e 3 tq 1 1 1 1 1 1 1 1 1 1 1 1 1 SUBJECT 1 oxnu ixanuuno rcewna WORTH TECHNICAL SERVICES BY i 15 PAGE {OF TOP PANEL CONDENSER FAN EVAPORATOR SECTION ACCESS PANEL `iltd" CONDENSATE DRAIN!ALT) I �� gill")314"-14 NPT DIA HOLE `�� j� i. ONDEWSERCOIL 23 9l16" , • SERViCE 4JGE PORT CCS 138 Cl HOLE II NIT POWER WIRE ' CONTROL AND COMPRESSOR ACCESS PANEL 112"NPT CAS CONNECTION THROUGH THE BASE . . CONDENSATE NOTES: \1... 23 112 1.THRU THE—BASE GAS AND ELECTRICAL ISNOT STANDARD ONALLUNITS. 2.VER IFY WE IGHT,CON NECTION,AND ALL DIMENSION WITH r 43116' INSTALLER DOCUMENTS BEFORE INSTALLATION i t$t --- 24^ k�'� o i I 1A_ RETURN SUPPLY L 18 112' 31,4" 14" 8" PLAN VIEW UNIT DIMENSION DRAWING 1 I 7 361!4° RETIIRIJ 23114" HORIZONTs1 SUPPLY 143:4" AR FLOW 25114" ill m, 1/4 8 7/8" 13114 - 21:18" T I, 4 114" 68 716" 5 9/1fi • CONDENSATE 7 sr • • Al 114" AAA i F t f' 1 JOB NO. 4 DATE ! ,�...'- _! PROJECT r APL P•1 A o 712 ir 1� I I I I I I I I I I I I I SUBJECT J1\5 ,T 211 \C-JJStc^?1:.)5 WORTH TECHNICAL SERVICES .rte SY _''` PARE 149 OF L INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY H WEIGHTS I ECONOMIZER I 28.01b MOTORIZED OUTSIDE AIR DAMPER IRI IdANUAL OUTSIDE A.IR DAMPER - BAROMETRIC RELIEF .I. .. OVERSIZED MOTOR . BELT DRIVE MOTOR 11-0—�ly�, 1 POWER EXHAUST i[ THROUGHT THE BASE ELECTRICAL/GAS(FIOPS/ UNIT MOUNTED CIRCUIT BREAKER(FIOPS) ���� UNIT MOUNTED DISCON NE CT(FlOPS) POWERED CONVENIENCE OUTLET(FIOPS) I I HIN GED COORS(F10PS) am O Q I HAIL GUARD SMOKE DETECTOR,SUPPLY/RETURN • • PACKAGED GAS/ELECTRICAL NOVAR CONTROL CORNER WEIGHT STAJNLE 55 STEEL HEAT EXCHANGER REHEAT ROOF CURB 81.0 lb I I 1 BASIC UN IT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIYJ "SHIPPING NET .I 178.016 128.01b (E)LEN GHT (F)WIDTH • 67E.0lb 808.01b B) 1E2.016 I O 139.0 lb. 33" 19" NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADDS LBS TO NET WEIGHT. t- 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACC ESSORYWE FONT.TO OBTAIN TOTAL WEIGHT,ADC ACCESSORY N ET 1YE[GMT TO BASIC UNIT WEIGHT. 3,WEIGHTS FOR OPTIONS NOT LISTED ARE<S LBS. ii , 4, ,,,,k.:,,,/,:; __4__i_i J,,,,,,,,,,i s, l am. 0 , r � �► PACKAGED GAS I ELECTRICAL RIGGING AND CENTER OF GRAVITY JOB NO. l S' PI-.‘)(:; DATE !r_`Ii, PROJECT Y`-.F.`;;i ,'A,,.J"'- {." :1--' . 1,9• I I I I C I l I I I I I I SUBJECT U N,r W C..1, ' T 1NOINtlt IMO FLAN/11110 WORTH TECHNICAL SERVICES ...- BY J-'1\:'` PALE 17 OF 1 311° 14" _,,,,,,„„,, -'-------iliiii. ç1314 .E 0.looloo > . £5 3/c' 2" 2" GAS i ELECT RI CAL ISOMETRIC ROOF TOP CURB ACCESSORY 6,5,114" £1 314" 22 15/16 —+• +—14 811£" ," 16 3/4" - 1' 1.. -1..„y_ I I 19718' 25 311£° / , AAA JOB NO. IS-- 136 DATE 7(2.1 ((5 PROJECT ?i,..A4 'iN^.Y e`,r 14: 1c 1 1 1 1 1 1 1 1 1 1 1 1 I SUBJECT :!402F.) v1'r`\' ..K)St0 Es)S D�i1W —mm. ,...." WORTH TECHNICAL SERVICES BY *-- 6'''`',Li PAt3EA� OF. SUGGESTED ALLOWABLE PULLOUT AND SHEAR VALUES FOR SCREWS RAC POUNDS '' #6 SCREW #8 SCREW #10 SCREW #12 SCREW GAUGE THICKNESS, 1 DIA. = .135 IN. MIN. DIA. = .161 IN. MIN. DIA. = .183 IN. MIN. DIA. = .209 IN. MIN. INCHES PULLOUT, SHEAR, PULLOUT, SHEAR, PULLOUT, ' SHEAR, PULLOUT, SHEAR, LBS LBS LBS LBS LBS LBS LBS LBS 25 0.0188 37 137 N/A N/A N/A N/A I N/A N/A 22 I 0.0283 52 161 1 66 194 N/A N/A N/A N/A 20 0.0346 85 207 96 251• 129 272 121 287 18 0.0451 136 274° 149 327° 184 371$ 192 421 16 0.0566 183 320 184 366 241 499 267 625 14 0.0713 N/A N/A N/A N/A 349 517 370 657 12 0.1017 N/A N/A N/A N/A 404 547 509 718 NOTES: 1.Values for 25 and 22 gauge are based on ultimate values divided by a safety factor of three.Values for 20 through 12 gauge based on lesser of the ultimate value divided by a safety factor of 3 and the allowable bearing capacity per AISI Para. E3.3 for single shear and no washer.Pa = Fp•dia.°thickness/2.22. Fu = 45 ksi for 25, 22, 20 and 18 gauges and Fu = 65 ksi for 16, 14 and 12 gauges. 2.Values with asterik(•) indicates bearing capacity governs. Those with N/A indicate screw is not typically used with that gauge thickness. 3. Suggested minimum of 0.50" edge margin and spacing for#6, #8 , #10 and#12 screws. Distances based on AISI paragraph E3.1 . 4. Engineer should confirm screws ultimate failure data and the appropriate factor of safety for a particular loading condition. 5. When joining materials of different gauges the value for the thinner material shall be used. I f 1 ISUGGESTED ALLOWABLE FILLET AND FLARE GROOVE WELD LOADS IN LBS/INCH I I GAUGE THICKNESS WELD i ALLOWABLE LOAD SIZE i I 20 0.0346 1/8" 111 467 lb/in 1 I 18 i 0.0451 1/8" 609 lb/in 16 I 0.0566 1/8" 1104 lb/in 1 14 0.0713 1/8° 1390 lb/in 12 0.1017 5/32° 1983 lb/in 0 NOTES: 1. Values may be increased by 1.33 for wind or seismic. 2. When joining materials of different gauges the value for the thinner material shall be used. 3. Values are based upon Fu,the ultimate tensile strength of the material,with the allowable load = 0.75(t)(Fu)/2.5 per ! AISI Section E2. 4. Fy = 33 ksi and Fu = 45 ksi for 20 and 18 gauge. Fy = 50 ksi and Fu = 65 ksi for 16, 14 and 12 gauge. JOB NO. t 5 • t 34 DATE T /Z. (r5 v PROJECT �LA1 fl P4,0 T.fa-5T) n, l r:s;�F�� • B "'r (+(fTL Sc e.... t 2Iiie_( f I � 1 1 I � I�. � � I I I I SUBJECT DESIGN ENGINEER'NG PLANNING By _� AGE 1 ( OF WO".TH TECHNICAL SERVICES v1 P / Fastenings and Connections 5-59 , ALLOWABLE LATERAL LOADS FOR WOOD SCREWS _ , i____ For one wood screw under normal duration of loading installed in side grain of seasoned wood - 1 -__I. and embedded approximately 7D in the member receiving the point.See Table 5.1 for species ---_ - ---` in each group. ; ; , i ; 1 i 1 000 = ...-----......... .,..•...... ; i-t - i 800 /...:...,•, •'�,I i i i ! ! ,- !_ _ __ I. AIM./ ■ 600 _ ==- — - - I f , i i --- 500 = . i 400 1 , 1. 1. __ ... M uv 300 in I.uu.uu'•••G ' — : i 1 1 4 I. • 250 - I 4—_ • . XI a200 I: ..,...,:..... ........._.. ■ ti 4 , ....•. T. o ■ EP JQ Q I'. - ... �o moo° JQ ul.. - i /--- __... 150 I 0 0 _� ca �� : 1.,I IO.+ ` .........11.11111.111111111111....1 i 1 r._.._-_. -o a ....11%11i1cm.cii.11111111111111.11010.01111111111111111111 _ ___ __-i ,.. - ._ 3 1111•1111111•11111111111M111151111/1111111141111111......... 1111111IMI..... . •••••...1111/,11M111 111111 1111111111111 1111111 1111111111111111111111111111110 • ■MIIIIIi1111/11/.0111111/111111111111111111110111111111 1111111111111111111111 a 100111=U.111111111/ I/0171111111111111111111H111R11 11 . . ...... ""•,....90 E - . - I , -- = .CC- J i . . :..,..,. 80 fl.-::C.::•... _..-. .._.. _._ 1••M......•••r. i.._.... C.,..... .:........ MII ....R II .LNI'. II 30 1; 25 = Gage of screws ...............-° 6 7 8 9 10 12 14 16 18 20 24 20 ...,..... 0.01 0.15 0.20 0.25 0.30 0.40 0.50 0.70 Shank diameter of screw,D,in. ' • L JOB NO. - S 36 DATE )Zc\ 1 IS PROJECT 7\-.Ia,1rj R\QT'!°.ce • 19 SUBJECT CA cc'7 `.7C.P.�._,�..) C_AtFA C.:...r."...71 i � l l l l l l l , , PAGE OF DESIGN ENGINEERING PLANNING By _! i;1.'I FA� 2O WORTH TECHNICAL SERVICES r . . F 60' 0" WOOD TRUSSES A 24" OC A i l l l l l l l l l l ; I I I I I I 1 1 1 1 1 1 1 1 I I 1 I I I I t I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I III I I II II ! I I 1 I i I I I I I I I I I I I I 1 I I 1 I 1 1 I I I I 1 I ! II II I II illl I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I O II I I I I I I I I I I I 1 I I I I 1 I I 1 1 I I I I I I 1 I 1 I IIII II IIIIIIIII II Ifl I I I I I I I I I NEW UNITS MI 1 I I I I I I I I I I I' I I I I I I I 1 I I I I I t W I 1 I I I I I I I f °I I 1 I I I I I OI I I I I I � � I I I ° 1 1 1 1 w 1 I I I I I I I il ' cj, 11 11 I I I I I I I I I I I _. Q O n < N CANOPY CTI N (D _ (D 5. 14' 0 I' 16' 0" fll PLAN N ROOF FRAMING SCALE: 1/8" = 1' 0" N WOOD TRUSSES BLOCKING - #10 WOOD SCREWS i/I (6) PLACES ' II lib • 2x6 BLOCKING (N) (2) PLACES 9 CURB FLANGE TOP 16 GA STRAPS W/ (4) #10 SHT MTL SCREWS (4) PLACES HVAC -eri 1:3 003 _� CURB = v °' � � 2x6 (N) ��I� IlLv 2x6 (N) Jli Oo5 63 xi 5 o 1� WOOD TRUSS N m CD END SIMPSON LU26 SIDE INSTALLATION DETAIL - 3 TON y SCALE: 1/2" = 1' 0" - I 0 TRANE` Model Number YHC036E3EMA**000000000100000000000000000 Customer : Polar Refrigeration Project : Name : Plaid Pantry 19 • Y4C General Unit function DX cooling,gas heat Unit efficiency High efficiency Airflow Convertible configuration Airflow Application Downflow Design Airflow 1200 Evaporator rows 3.00 Fresh air selection Econ-dry bulb 0-100%w/bar relief Evaporator fin spacing 192 3ph Evaporator face area 7.71 Tonnage 3 Ton Evaporator face velocity 156 Min.unit operating weight 544.0 Cooling Entering DB 80.00 Max.unit operating weight 767.0 Cooling Entering WB 67.00 Ent Air Relative Humidity 51.08 ASHRAE 90.1 Yes Ambient Temp 95.00 Rated capacity(AHRI) 37.00 Heating capacity Medium gas heat 3ph Heating EAT 70.00 Voltage 208-230/60/3 Design ESP 0.500 Major design sequence E-R-410A Main Cooling Tonnage 3 Ton Cooling Entering DB 80.00 Cooling Entering WB 67.00 Ent Air Relative Humidity 51.08 Ambient Temp 95.00 Evap Coil Leaving Air Temp(DB) 58.44 Evap Coil Leaving Air Temp(WB) 56.60 Cooling Leaving Unit DB 59.57 Cooling Leaving Unit WB 57.04 Gross Total Capacity 38.49 Gross Sensible Capacity 27.94 Gross Latent Capacity 10.55 Net Total Capacity 37.46 Net Sensible Capacity 26.91 Net Sensible Heat Ratio 0.72 Fan motor heat 1.03 Dew Point 55.39 Refrig charge(HFC-410A)-ckt 1 6.2 Saturated Discharge Temp Circuit 1 114.33 Saturated Suction Temp Circuit 1 50.96 Main Heating Heating capacity Medium gas heat 3ph Input Heating Capacity 80000.00 Output Heating Capacity 64000.00 Output Heating Cap.w/Fan 65030.40 • Heating EAT 70.00 Heating LAT 119.60 Heating Delta T 49.60 Motor/Electrical 0 riWiE' Voltage 208-230/60/3 Design ESP 0.500 Component SP 0.060 Total Static Pressure 0.560 Indoor mtr operating power 0.320 Indoor RPM 832 Indoor Motor Power 0.24 Max Available ESP 0.560 Outdoor Motor Power 218.4 Compressor Power 2.62 System Power 3.08 SEER @ AHRI 15.00 • MCA 20.60 MOP 30.00 Compressor 1 RLA 10.40 Compressor 2 RLA 0.00 Condenser fan FLA 1.50 Evaporator fan FLA 6.00 Exhaust fan power 0.870 DX Cooling, Gas Heat 3-10 Ton Unit controls Electra mechanical controls 3ph Refrigeration controls Frostat 3ph Field installed accessories Roof curb Roof curb Y4C Job Information Plaid Pantry 19 MANE Polar Refrigeration Tag Y4C Quantity 2 Model number YHC036E3EMA**D0000 r. 00001000000000000000 00 Meets Unit Information Tonnage 3 Ton Unit function DX cooling,gas heat Min. unit operating weight 544.0 lb Max. unit operating weight 767.0 lb Design Airflow 1200 cfm Cooling Information Gross Total Capacity 38.49 MBh Gross Sensible Capacity 27.94 MBh Gross Latent Capacity 10.55 MBh Net Total Capacity 37.46 MBh Net Sensible Capacity 26.91 MBh Net Sensible Heat Ratio 0.72 Number Cooling Entering DB 80.00 F Cooling Entering WB 67.00 F Cooling Leaving Unit DB 59.57 F Cooling Leaving Unit WB 57.04 F Ambient Temp 95.00 F Heating Information Heating capacity Medium gas heat 3ph Input Heating Capacity 80000.00 Btuh Output Heating Capacity 64000.00 Btuh Heating EAT 70.00 F Heating LAT 119.60 F Heating Delta T 49.60 F Motor/Electrical Information Voltage 208-230/60/3 Design ESP 0.500 in H2O Indoor Motor Power 0.24 kW Indoor mtr operating power 0.320 hp Indoor RPM 832 rpm Outdoor Motor Power 218.4 W Compressor Power 2.62 kW System Power 3.08 kW MCA 20.60 A MOP 30.00 A Compressor 1 RLA 10.40 A Evaporator fan FLA 6.00 A Condenser fan FLA 1.50 A Electrical values provided are estimated only and are subject to change without notice and may differ from nameplate values. Field installed low or high static drive kits may be needed. Please check the fan performance tables in the product catalog for application ranges. 7/28/2015 Page 1 of 1 Page 3 TOP PANEL • CONDENSER FAN EVAPORATOR SECTION ACCESS PANEL I lUr111 CONDENSATE DRAIN(ALT) l\` `? i 3l4'-14 NPT DIA.HOLE ONDENSER COIL 4tH" 239116' t . � NIT CONTROL WIRE 7/8"DIA HOLE 42114" �•2;, j SERVICE GAUGE PORT ACCESS 13/8"DIA.HOLE NIT POWER WIRE ONTROL AND COMPRESSOR ACCESS PANEL 112"NPT GAS CONNECTION THROUGH THE BASE CONDENSATE 23112°_1 r NOTES: e- —\, 1.THRU-THE-BASE GAS AND ELECTRICAL SNOT STANDARD ON ALL UNITS. 2.VERIFY WEIGHT,CONNECTION,MD ALL DIMENSION WITH 43116" INSTALLER DOCUMENTS BEFORE INSTALLATION t c*' . 1 1L24" PPLV � 16-I �_` I I I 1 L 151/2" 9 VC 14" b35/8" PLAN VIEW MT DIMENSION DRAWING - - - ----a Ill7 36 1/4" RETURN 23114' HORIZONTAL SUPPLY 143/4' AIR FLOW 201/4 1} I 0 9 5/8" O - t•I.Z∎��r∎1�l�■ 5 � I T ' 1 U 1 17 1/4 8 7/8' 13 1/C 3 3/16" 4 I14'-TM •- 69 7/8' 5 9/16"—■-m CONDENSATE 75/3" • a 44 1,t4" PACKAGED GAS I ELECTRICAL DIMENSION DRAWING Page 4 • TRANE' GIIIIIr/r� >>111 1 ■ J RETUR N 314'-14 NPT DRAIN CONNECTION 23 9116 4\114 r ISOMETRIC-PACKAGED COOLING • Page 5 0 TRANr ELECTRICAL/GENERAL DATA GENERAL (2)(4)(e) HEATING PERFORMANCE Model: YHC036E Oversized M otor HEATING-GENE RAL DATA Unit Operating Votage-. 187-253 MCA. N/A Unit Primary Voltage' 208 MFS- N£A H eating Model: Medium Unit Secondary Volta a Heatng Input(BTU): 80,000 0' 4 230 MCB: N/A H eatng Output(BTU): 64,000 Unit Phase- 3 Unit P 60 N o.Burners. 2 os N o.Stages 1 SEER 15.0 Standard Motor Field Installed Oversized M otor Gas Inlet Pressure MCA 20.6 MCA N/A Natural Gas(M i n/M ax): 4.5/14.0 MFS• 30.0 MFS: N/A LP(Min/M ex( 11,00/14.00 MCB: 30.0 MCB: N/A Gas Pipe Connection Size: 1/2 INDOOR MOTOR Standard Motor Oversized Motor Feld Instated Oversized Motor Number 1 Number: N/A Number: N/A Horsepower 1.0 Horsepower N/A Horsepower. N/A Motor Speed(RPM): _ Motor Speed(RPM) N/A MotorSpeed(RPM( N/A Phase 1 Phase N/A Phase N/A Full Load Amps: 6 0 Full Load Amps. N/A Full Load Amps N/A Locked Rotor Amps: _ Laded Rotor Amps. N/A Locked Rotor Amps: N/A COMPRESSOR Cirait 1/2 OUTDOOR MOTOR Number: 1 Number: 1 Horsepower 2.7 Horsepower: 0.20 Phase: 3 Motor Speed 1RP M j 1075 Rated Load Amps 10.4 Phase 1 Laded Rohr Amps. 73.0 F u t Load Amps. 1.5 Locked Rotor Amps: 2,4 POWER EXHAUST ACCESSORY t3) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type R-410 Phase. N/A Type; Throwaway Horsepower- N/A Furnished Yes Factory Chomp MotorSpeed(RPM): N/A Number 2 C raft i1 7.9 Full Load Amps: NIA Recommended 20"x30"x7 Ciratltit2 N/A Loded Rotor Amps N/A NOTES 1.Maximum(H AC R)Circuit Breaker si zin g is for installations in the United States only 2 R etigerant charge e an approximate value.For a more pre dse value,see unit nameplate and service instructions 3 Value does not include Power Exhaust Accessory. 4.Value inctudes oversized motor. 5.Value does not in dude Power Exhaust Accessory. 6.E E R is rated at ANRI condtions and in accordance wth DOE test procedures. Page 6 0 NIAJW. INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY I WEIGHTS ECONOMIZER 26.0 D MOTORIZED OUTSIDE AIR DAMPER C D MANUAL OUTSIDE AIR DAMPER I I 6 r BAROMETRIC RELIEF�, J OVERSIZED MOTOR e. e •� BELT DRIVE MOTOR I ffet` 11 I POWER EXHAUST `1\_�� ,. 1�Ji�111 + THROUGH T THE BASE ELECTRICAUGAS(FOPS) \�`��/ UNIT MOUNTED CIRCUIT BREAKER IFIOPS) �`�� UNIT MOUNTED DISCONNECT(FlOPS) POWERED CONVENIENCE OUTLET(FLOPS) :1 HINGED DOORS(FLOPS) r(J' O HAIL GUARD �BJ SMOKE DETECTOR,SUPPLY!RETURN PACKAGED GAS/ELECTRICAL NO VAR CONTROL CORNER WEIGHT STAINLESS STEEL HEAT EXCHANGER REHEAT ROOF CURB 61.0 b BASIC UNIT WEIGHTS I CORNER WEIGHTS I CENTER OF GRAVITIY SHIPPING NET AO 178.01b I O 126.0 lb (E)LENGHT- (F)WIDTH 676.0 lb 606.0 lb 0 162.0 Ib I O 139.0 lb 33' 19- NOTE: 1_CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADO 5 LBS TO NET WEIGHT. ! 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WE IGHT.TO OBTAIN TOTAL WEIGHT,ADO ACCESSORYNET WEIGHT TO BASIC UNIT WEIGHT. Apits4.4644444.4.% 4.WEIGH TS FOR OPTIONS NOT LISTED ARE<5 LBS.::i- ---. N. - ilio. �-J� iti \h'�• �, ,,, E �• ki A...4o - F , ow-te-`\e oD PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY Pa;;t 7 e MAW" CLEARANCE FROII TOP OF UNIT 72' CLEARANCE 36" CLEARANCE or (I "Li: 11t la of 4a-r`r:a\` SUPPLY N-- -':` RETURN • ' DOWNFLOW CLEARANCE 36" HORIZONTAL CLEARANCE 18" CLEARANCE 36" PACKAGED GAS/ELECTRIC CLEARANCE ROOF OPENING I I UNIT 00 TUNE�l 44'VY I I 40' 68 3/16' PACKAGED GAS/ELECTRIC DOWNFLOW TYPICAL ROOF OPENING Page 8 • 1 314' \\ 1 314' • 65314' 41 7118" 2' 2• GAS/ELECTRICAL ISOMETRIC ROOF TOP CURB ACCESSORY 65114' - 61 374' 22 15118" 14 9116'- r 16 314' 1' 1 19 716' 25 3116' GAS/ELECTRICAL TOP VIEW ROOF TOP CURB ACCESSORY Pa■e 9 • Down.°wDuc1Comectons-FiddF.bd ated AI Flanges- 1 1/4' 2438' / 141nf / 16' � I I 1/16 • DUCT CONNECTIONS ACCESSORY Page 10 0 TRAPNI" (//i"),(DiC; `N .\......,". . . .::?,:_,,,.,,,,,,, ,,,„,:,,,,:titette44.,4%,,,,,, ,,t,,,) , \ r 1144%4) ,,,. lit `' CONOMIZER HOOD BAROMETRIC RELIEF HOOD � r BAROMETRIC RELIEF HOOD 4 • ...,_____ I 6 l5I1s• . ¢ + 9W ACCESSORY-BAROMETRIC RELIEF DAB HOOD Page 11 • TRANF i' CO NO IA IZE R H 000 CON"IZER HOOD fi t l�' I!II I ec ]-L 12 ir• ACCESSORY-ECONOMZER HOOD Page 12 Vaiar • • • Page 13 General The units shall be convertible airflow.The operating range shall be between 115°F and 0°F in cooling as standard from the factory for units with microprocessor controls.Operating range for units with electromechanical controls shall be between 115°F and 40°F.Cooling performance shall be rated in accordance with ARI testing procedures.All units shall be factory assembled,internally wired,fully charged with R-410A,and 100 percent run tested to . check cooling operation,fan and blower rotation,and control sequence before leaving the factory.Wiring internal to the unit shall be colored and numbered for simplified identification.Units shall be cULus listed and labeled,classified in accordance for Central Cooling Air Conditioners. • Casing Unit casing shall be constructed of zinc coated,heavy gauge,galvanized steel.Exterior surfaces shall be cleaned,phosphatized,and finished with a weather-resistant baked enamel finish.Unit's surface shall be tested 672 hours in a salt spray test in compliance with ASTM B117.Cabinet construction shall allow for all maintenance on one side of the unit.Service panels shall have lifting handles and be removed and reinstalled by removing two fasteners while providing a water and air tight seal.All exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil-faced, fire-retardant permanent,odorless glass fiber material.The base of the unit shall be insulated with 1/8 inch,foil-faced,closed-cell insulation.All insulation edges shall be either captured or sealed.The unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 1 1/8 inch high downflow supply/return openings to provide an added water integrity precaution,if the condensate drain backs up.The base of the unit shall have provisions for forklift and crane lifting,with forklift capabilities on three sides of the unit. Unit Top The top cover shall be one piece construction or,where seams exist,it shall be double-hemmed and gasket-sealed. The ribbed top adds extra strength and enhances water removal from unit top. Filters Throwaway filters shall be standard on all units.Optional 2-inch MERV 8 and MERV 13 filters shall also be available. Compressors All units shall have direct-drive,hermetic,scroll type compressors with centrifugal type oil pumps.Motor shall be suction gas-cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage.Internal overloads shall be provided with the scroll compressors. Dual compressors are outstanding for humidity control,light load cooling conditions and system back-up applications.Dual compressors are available on 71/2-10 ton models and allow for efficient cooling utilizing 3-stages of compressor operation for all high efficiency models. Notes: Crankcase heaters are optional on YSC(036,048,060,072,090,102,120);standard on YHC(036,048,060,072,092, 102,120). Indoor Fan The following units shall be equipped with a direct drive plenum fan design(T/YSC120E,T/YHC092,102,120E).Plenum fan design shall include a backward-curved fan wheel along with an external rotor direct drive variable speed indoor motor.All plenum fan designs will have a variable speed adjustment potentiometer located in the control box.3-5 ton units(standard efficiency 3-phase or high efficiency 3-phase with optional motor)are belt driven,FC centrifugal fans with adjustable motor sheaves.3-5 ton units(1-phase or high efficiency 3-phase)have multispeed,direct drive motors.All 6-8'/ ton units(standard efficiency)shall have belt drive motors with an adjustable idler-arm assembly for quick-adjustment to fan belts and motor sheaves.All motors shall be thermally protected.All 10 tons and 7'/-8'/(high efficiency)have variable speed direct drive motors.All indoor fan motors meet the U.S. Energy Policy Act of 1992(EPACT). Outdoor Fans The outdoor fan shall be direct-drive,statically and dynamically balanced,draw-through in the vertical discharge position.The fan motor shall be permanently lubricated and shall have built-in thermal overload protection. Evaporator and Condenser Coils ' Internally finned,5/16"copper tubes mechanically bonded to a configured aluminum plate fin shall be standard.The microchannel type condenser coil is • standard for the T/YSC 10 ton models and 7%ton high efficiency models.The microchannel type condenser coil is not offered on the 7'/ton dehumidification model.Due to flat streamlined tubes with small ports,and metallurgical tube-to-fin bond,microchannel coil has better heat transfer performance.Microchannel condenser coil can reduce system refrigerant charge by up to 50%because of smaller internal volume,which leads to better compressor reliability.Compact all-aluminum microchannel coils also help to reduce the unit weight.All-aluminum construction improves re-cyclability. Galvanic corrosion is also minimized due to all aluminum construction.Strong aluminum brazed structure provides better fin protection.In addition,flat streamlined tubes also make microchannel coils more dust resistant and easier to clean.Coils shall be leak tested at the factory to ensure the pressure integrity.The evaporator coil and condenser coil shall be leak tested to 600 psig.The assembled unit shall be leak tested to 465 psig.The condenser coil shall have a patent pending 1+1+1 hybrid coil designed with slight gaps for ease of cleaning.A removable,reversible,double-sloped condensate drain pan with through the base condensate drain is standard. Page 14 Controls Unit shall be completely factory-wired with necessary controls and contactor pressure lugs or terminal block for power wiring.Unit shall provide an external location for mounting a fused disconnect device.A choice of microprocessor or electromechanical controls shall be available.Microprocessor controls provide for all 24V control functions.The resident control algorithms shall make all heating,cooling,and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures.The control algorithm maintains accurate temperature control,minimizes drift from set point,and provides better building comfort.A centralized microprocessor shall provide anti-short cycle timing and time delay between compressors to provide a higher level of machine protection.24-volt electromechanical control circuit shall include control transformer and contactor • High Pressure Control All units include High Pressure Cutout as standard. Phase monitor Phase monitor shall provide 100%protection for motors and compressors against problems caused by phase loss,phase imbalance,and phase reversal. Phase monitor is equipped with an LED that provides an ON or FAULT indicator. There are no field adjustments.The module will automatically reset from a fault condition. Refrigerant Circuits Each refrigerant circuit offer thermal expansion valve as standard.Service pressure ports,and refrigerant line filter driers are factory-installed as standard. An area shall be provided for replacement suction line driers. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel burners and corrosion resistant steel throughout.An induced draft combustion blower shall be used to pull the combustion products through the firing tubes.The heater shall use a direct spark ignition(DS!)system.On initial call for heat,the combustion blower shall purge the heat exchanger for 20 seconds before ignition After three unsuccessful ignition attempts,the entire heating system shall be locked out until manually reset at the thermostat/zone sensor. Units shall be suitable for use with natural gas or propane(field-installed kit)and also comply with the California requirement for low NOx emissions (Gas/Electric Only). Economizer This accessory shall be available with or without barometric relief.The assembly includes fully modulating 0-100 percent motor and dampers,minimum position setting,preset linkage,wiring harness with plug,spring return actuator and fixed dry bulb control.The barometric relief shall provide a pressure operated damper that shall be gravity closing and shall prohibit entrance of outside air during the equipment off cycle.Optional solid state or differential enthalpy control shall be available for either factory or field installation.The economizer arrives in the shipping position and shall be moved to the operating position by the installing contractor. Frostat This option is to be utilized as a safety device.The Frostat opens when temperatures on the evaporator coil fall below 10°F.The temperature will need to rise to 50°F before closing.This option should be utilized in low airflow or high outside air applications.(Cooling with Electric Heat Only.) Accessory-Roof Curb The roof curb shall be designed to mate with the unit's downflow supply and return and provide support and a water tight installation when installed properly.The roof curb design shall allow field fabricated rectangular supply/return ductwork to be connected directly to the curb.Curb design shall comply with NRCA requirements.Curb shall be shipped knocked down for field assembly and shall include wood nailer strips. Frostat This option is to be utilized as a safety device.The Frostat opens when temperatures on the evaporator coil fall below 10°F.The temperature will need to rise . to 50°F before closing.This feature should be utilized in low airflow or high outside air applications(cooling only). • Page 15