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Plans /wECa�s - 0 95 5 75 4 64 4v /3a (E) 4x16 DF#1 w/2X12 N W (0 g x (E) 4x6 0 01 1 44 0 w � w to (E) 4x16 DF #1 w /2X1, J x x x x N N C N N W W W W 1' -0" / / TYP (E) 4x16 DF #1 j AH2 FRAMING PARTAL FLA\ � SCALE: 1/2"=1'-0" S2.2 3 (N) 2x6, DF#1 w /SIMPSON LU26 HANGERS EACH END, USE 10d NAILS. ATTACH TO ROOF DIAPHRAGM w /SIMPSON GA1 ANGLE CLIPS AND 10d NAILS @ 12" 0.C. , . t • (E) 4x16 F#1 w/2X12 0- W � Q (E) 4x6 KX (E) 4x16 DF#1 w/2X12 X X X X N C N N C N W W W W TYP (E) 4x16 DF #1 (Th 4H2 FRAMING PARTIA� PLAN S 7.1) SCALE: 1/2"=1' —0" S2.2 3 (N) 2x6, DF#1 w /SIMPSON LU26 HANGERS EACH END, USE 10d NAILS. ATTACH TO ROOF DIAPHRAGM w /SIMPSON GA1 ANGLE CLIPS AND 10d NAILS @ 12" O.C. , EVERGREEN ENGINEERING LLC 1 20827 11W Cornell Rd, Suite 200 • Hillsboro, OR 97121-9808 (503) 439-8777 • FAX (503) 439-8767 RECE STRUCTURAL CALCULATIONS APR 27 2005 CITY OF TIGARD HEMCON BUILDING DIVISION FACILITY EXPANSION - MANUFACTURING CHILLER SEISMIC RESTRAINTS P R Ok c? 4 C%11414 '.4: 6 4 t, 44 4' 60223PE Me4 OREGON el. et )41 8ER A ke *+ 0 E. I Expires 6/30/2005 I • APRIL 21, 2005 TOTAL 5 SHEETS EXCLUDING COVER CLIENT PROJECT # EELLC PROJECT #04063/05006 PERMIT #MEC 2005-00095 uo6ajo 'puellaod o LLL8 - 6£17 (£09) o woo e 6LLl-17817(6176) o uobaJo 'aue6n3 1 M im _ (dl (. z ZO)(-t' 1) G' O) +'ci _ -Lo \' —91'; 0 '6 r ..A 7i- J":4_117 i 1- f < 5.-l 5 G W ` 7- L /i N-915=-46 •71 w5} -tba E )1171. 5Q - IZ - 1 7 oiea (v1 -1v A8 Jo abed # .i1Gg " , A -171'0 _ r � M v,° - - N\ 0' t t RH 0S 3 L -L L t� 5 L /�{y ) du - 1-/10 -1- -aol /'J\ - i s .1 - l � _ _ 0 1 . 47 b L- '�d,l • C� "f�4 � 5 �� ���I}J �_ �\l 0 'i d1 51 Ar - - 24%4 5Mt toafoad 0 c �S 3 I'E 3 is;GIEEN ENMINEE-IN # Page of .a� = .r ,;•��. - z� gy`95' s Date �`_` -OS 1 ; . "; . 0r. Project GI . _5 E-t5 MPC. R ?°i. aPNIT 44 . ° u,$E: (0 AN.fatoRs . o l Acme, D , ° ,4- 0.,94.0 w • O. Igt, (85(03 HO ItosO tb TOTAL 5 a - ;,�At € <. 10. U-SE rt lki - Pov0.lE.F -rAS1 EPoX Arpt}EsivC AN6 i4e)P.rM .5 TS - fr2. '4 - I: ! t =3 ID F.14 k 4" MiJ vallo.) ) 1+5 VA 1(0,4 > V.L- -,�1,1 O : 2.-- Eugene, Oregon a (541) 484 -4771 n www.evergreenengineering.com ^ (503) 439 -8777 o Portland, Oregon I. 11 . ` CV / MOUNTING HOLES, 395/ 405 DIA FOUR CORNERS (TYP) MOUNTING HOLES, r - (444mm) 31/64" 300' (76 2mm) MIDDLE EACH SIDE I (444mm) I \F) O O O I -_. • 1 1� i y y l, (306mm) 150' a TANK 0I�� ° (38 1mm) IL ACCESS 111111 1 Ild I r FGClissei CONTROL BOX J { 1 I 3'- 921/1 m 2" e 7 LL J 4 I TANK 66• 2 W mm) 21 KNOCKOUT � I FOR (2 POWER TO THE CONTROL BOX • e ACCESS MOUNTING HOLES _ 2 5' (63 5mm) FPT WATER R q MOUNTING 6 2472-1 21/64• mm Q INLET /OUTLET 0 0 �' O ES �I I () ���f• l T TANK I III I • ACCESS 'Ili • IM/ � BOX END CONTROL 1 I . 1 3'92f/dY m II G7� Y 4'-2632' 3 a OF 1' 1/2' I GRAVITY • • I fl m O O Q ( I 1'-5 31/64' I 4' -5 29/17 (444mm) (1369 CENTER OF GRAVITY 1 Fig. 6 — Dimensions 30RA- 900 - - -010 (Unit Sizes 032 -055) r 8 • o■ El CD NOTES. I UNIT MUST NAVE CLEARANCES FOR AIRFLOW AS FOLLOWS TOP -DO NOT RESTRICT IN ANY WAY ROC• ■ COIL SIDE 3 I/2 (1.(1067.1 FROM SOLID SURFACE 0 SIDE. ENDS -3F1 (911.1 FROM SOLID SURFACE IFOR SERVICE ACCESS/ UNIT TOTAL OPERATING TOTAL OPERATING 2 COIL SIDE CLEARANCE WITH ACCESSORY HAIL GUARD INSTALLED IS 9' 0' (27131 WEIGHT • AL-TIN WEIGHT • CU.FIN 3 FT 1911.) TO OUTSIDE EDGE OF HAIL GUARD TOP PANEL. LBS KG, LBS KG 7 7 COIL SIDE CLEARANCE FOR MULTIPLE CHILLER CENTER OF 111681 1 lORA0J2-SOXI 2828 1283 7208 1155 CRVI ,- 3TRA035-60HK C 283 1285 3213 .58 INSTALLATION IS 6 !1.[1981.1 GRAVITY 3ORAO35-SOHY 2940 1331 3320 1506 1 STRAINER IS FACTORY INSTALLED IN ENTERING FLUID PIPING 5 7/16' _-.....-6- 3ORA010 -60142 2900 1315 3280 1188 FLOW SWITCH IS FAC,OR1 INSTALLED IN LEAVING FLUID PIPING 11381 MOUNTING HOLES 0 50 19651 3'9' 111 431 33 CENTER OF I5.Ig1 61 GRAVITY 0 1 3/1' 1111 OPTIONAL TOP 0 KNOCKOUT IN BASE PAN FOR PUMP RELIEF/DRAIN/ rsa BLOW OFF \ \ "0 3' (161 OPTIONAL FIELD POWER SUPPLY KNOCKOUT 0 (BOTTOM OF CHILLER/ 0 31 91 18111 J T• ( } ITRI 8'- 9 I/8 126891 1' -6' (22861 MOUNTING HOLES 0 50 02 1/2•(611 FPT •PTIONAL WATER INLET DISCONNECT REAR FRONT SWITCH 4 y • PUMP • - ACCESS II • (13211 ® IIw ® ® _ 1 o .. 2 3I 18171 • -� I' 8' R OBI - CENTEA OF GRAV ITT �lI 1 3' -10 I/2' B 518'(2181 5 1/5'11321 131 07/8 K.0 FIELD CONTROL POWER 111811 7' -5 T /16'(10521 02 I/2'1841 FPT ~+. 1 - 2 • • WATER OUTLET 07'(761 A 7/6'1221 112701 CONCENTRIC A 0 (FIELD POWER SUPPLY)' +.. n ` ....j : CJ.7 B A MOUNT E AND F POSITIONS ON AT LEAST 4x6 INCH RAIL OR PLATE TO SUPPORT GIVEN CONTROL END WEIGHT. BOX 7 F 6 MI 4 C D 60 Hz Unit Without Hydronic Package, With Accessory Tank 30RA 30RA- POUNDS — ALUMINUM COILS 30RA 30RA- POUNDS — COPPER COILS SIZE 900 - -- A B C D E F Total SIZE 900 -- A BC D E F Total 035 010 1279 1226 1207 1330 1704 1528 8274 035 010 1332 1266 1251 1384 1811 1611 8655 040 010 1287 1232 1213 1346 1728 1540 8346 040 010 1340 1271 1256 1401 1836 1622 8726 045 010 1335 1260 1278 1357 1787 1633 8650 045 010 1388 1300 1322 1411 1893 1717 9031 050 010 1343 1266 1290 1378 1816 1651 8744 050 010 1394 1308 1335 1431 1920 1737 9125 055 010 1394 1282 1321 1382 1871 1697 8947 055 010 1453 1334 1371 1446 1994 1799 9397 30RA 30RA- KILOGRAMS — ALUMINUM COILS 30RA 30RA- KILOGRAMS — COPPER COILS SIZE 900 - -- A B C D E F Total SIZE 900 -- A B C D E F Total 035 010 580 556 547 603 773 693 3753 035 010 604 574 567 628 821 731 3926 040 010 584 559 550 611 784 699 3786 040 010 608 577 570 635 833 736 3958 045 010 606 572 580 616 811 741 3924 045 010 630 590 600 640 859 779 4096 050 010 609 574 585 625 824 749 3966 050 010 632 593 606 649 871 788 4139 055 010 632 582 599 627 849 _ 770 4058 055 010 659 605 622 656 904 816 4262 60 Hz Unit With Single Pump Package, With Accessory Tank 30RA 30RA- POUNDS — ALUMINUM COILS 30RA 30RA- POUNDS — COPPER COILS SIZE 900 - -- A BC D E F Total SIZE 900 - -- A B C D E F Total 035 010 1305 1249 1228 1360 1760 1572 8474 035 010 1358 1288 1272 1414 1867 1655 8854 040 010 1313 1254 1234 1376 1784 1583 8544 040 010 1366 1293 1277 1431 1892 1665 8924 045 010 1362 1282 1301 1385 1841 1678 8849 045 010 1414 1322 1345 1439 1948 1762 9230 050 010 1369 1287 1313 1407 1871 1696 8943 050 010 1420 1329 1358 1459 1974 1782 9322 055 010 1421 1303 1344 1409 1925 1742 9144 055 010 1481 1355 1394 1473 2049 1844 9596 30RA 30RA- KILOGRAMS — ALUMINUM COILS 30RA 30RA- KILOGRAMS — COPPER COILS SIZE 900 - -- A B C D E F Total SIZE 900 -- A B C D E F Total 035 010 592 567 557 617 798 713 3844 035 010 616 584 577 641 847 751 4016 040 010 596 569 560 624 809 718 3875 040 010 620 586 579 649 858 755 4048 045 010 618 582 590 628 835 761 4014 045 010 641 600 610 653 884 799 4187 050 010 621 584 596 638 849 769 4056 050 010 644 603 616 662 895 808 4228 055 010 645 591 610 639 873 790 4148 055 010 672 615 632 668 929 836 4353 60 Hz Unit With Dual Pump Package, With Accessory Tank 30RA 30RA- POUNDS — ALUMINUM COILS 30RA 30RA- POUNDS — COPPER COILS SIZE 900 - -- A B C D E F Total SIZE 900 - -- A B C D E F Total m� 036 010'-' 1317 '1258 -1238- "1373 - f785 - 1592 -8563- 035 010 1370 1298 1282 1427 1892 1675 8944 040 010 1325 1264 1244 1390 1809 1603 8635 040 010 1378 1303 1287 1445 1917 1685 9015 045 010 1374 1291 1312 1397 1866 1698 8938 045 010 1426 1332 1355 1451 1973 1782 9319 050 010 1381 1297 1324 1419 1896 1716 9033 050 010 1432 1339 1368 1472 1999 1802 9412 055 010 1434 1313 1355 1422 1950 1762 9236 055 010 1493 1365 1405 1486 2074 1864 9687 30RA 30RA- KILOGRAMS — ALUMINUM COILS 30RA 30RA- KILOGRAMS — COPPER COILS SIZE 900 -- A B C D E F Total SIZE 900 - -- A BC DE F Total 035 010 597 571 562 623 810 722 3884 035 010 621 589 582 647 858 760 4057 040 010 601 573 564 630 821 727 3917 040 010 625 591 584 655 870 764 4089 045 010 623 586 595 634 846 770 4054 045 010 647 604 615 658 895 808 4227 050 010 626 588 601 644 860 778 4097 050 010 650 607 621 668 907 817 4269 055 010 650 596 615 645 885 799 4189 055 010 677 619 637 674 941 845 4394 -' Fig. 3 — Weight Distribution 30RA- 900 - - -010 5 1001