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Plans (2) dlga,00- oo70/ 1 • .... 8 I ; I 6 5 4 I 2 I �l1Sd at/ C 2C� 730 [28. 7] 700 [27 . 6] .o SUGGESTED BLOCK HEATER ENCLOSED • CONDUIT LOCAT ON (OPTIONAL) 333. 0] GENSET ONLY �I RECEIVED _ vi . //////////A i CONDUIT ENTRY AREA FOR GENERATOR BATTERY RACK 1 OCT 2 2019 LOAD LEADS (60-TOM ENTRY) _OCA- ION CITY OFTiGARD CIRCUIT BREAKERS ON, REMOTE BUILDING DIVISION CONNECTION TO TRANSFER SFER SWITCH AND REMOTE ANNUNCIATOR SUGGESTED-, \ a) BATTERY HEATER • CONDUIT LOCATION ;OPTIONAL) _, o o / Tn o WEIGHT (WET) y oo a °r N MODEL ALTERNATOR KG I LBS �� Lr)- c� 125 4R 2X 1329 2930 T—/ / 1 25 4RI3X/4TI3X 1365 3009 A v I r '////////////, 525 [20 .7] _ 75 :3. 0' _ u 1020 [40. 2] 11 SUGGESTED LOCATION =0R FUEL - M v P INLET FLEXIBLE FULL L NE 66 I I -2" NPT ;FEMALE/ _ 062 [41 . 8' 323 [ 12 . 7] 1108 : L3, 6] 1 670 [26. 4] CONTROLLER LOCATION -ell RADIATOR OPENING II 336 [ 13 2] m `�• RADIATOR . ' il OPENING ., • s t SIN 1 1,-) Of • ,e--- °• ®c_ ® %� � —I NM— 1 _ . . . .. . . .. o t-- _..:1 'Telt 14W°11156 ''M '" o 1 ,mm : 1 — Boc � � ` was ° _ ___�_)__'__ ' -,o B Ln 4 �.11 G -�A r —�f�s����� — eo ��t—RC •..i� �1 a o� r ._—r�m� --° wee 14 Q It rl� Ate_' �4� . �- •��ti��l���� C um"======'�� - f. lei .cnz z ��I���i__,__ Q �� '. .-. ....�__r—_ ° .. I ,� ■_ O r "'- `.` FUE_ 1 NLE� ��•��a��'�_� �n L,_ — I - I ;2" Na- r::�:�:E�a•_�°t . ti, �� -- It - I \ , mm FEFMALE) o ° LO ° O 0 el:: 0 I 66 - �40 ' 7. 5 [ .69: 308 [ 12. 1 ] 1„385 C15.2 1 522 [20 . 6] .. MOUNTING HOLES *305 [ 12] •305 [ 12] +395 C 5. 6] u 18 0 '71 . 3] FUEL INLET 560 [22 . C] 1 0< 045 C4 I ] hhh"` R432 [ 17. 0: « - DENOTES 34' SKID WIDTH o * 1850 [72. 8] 1 360 [ 14. 2] ~ 0 64 CIS] ' *789 [31 . 1 ] "' FUEL INLET 1120 [44. 1 ] N D MENSIONS IN [ : ARE A 991 [39.0] *864 ENGLISH STANDARD EOUIVA_ENTS A 2 8 0 0 C 1 1 0. 2]®+2 4 0 0 [9 4. 5] CENTER O F BALANCE REV JA TE ON COMPOSITE DWSS. SEE FART N0. FOR REVISION LEVEL B NEESA UTRER°ISE SPEC LIED- - i]TOLERANCES ARE IN xIL.I L[i[AS KOHLER Co METRIC I PRO-E 5-10-II VEW DRAWING [92C53] KAH EN TOLERANCES rRLJ. .XX 2 'AREAiSYSTEMS, E INN TAIL4 L A.A. A 6-3-13 ILO-al "NON-EPA' d "1213 C50..i EPA" REMOVED CCT494$6] SOP A.z t -vIs DRONING v DESIGNNOTAND ED EXCEPT Is EOFEER co_ n * 3"'K[„/RUE PROPERTY AND NUS' NOT RE JSED EXCEPT N - EPA ENGINE SHOWN -- j0.NGLE0* / BAz CONNECTION 'NI'H KONLER CO. WORK. ALL RIGHTS OF 125 MODEL, 4R 1 2X/4R 3X/4T'1 3X ---� _ v o'- cx ox InvevT on aae aesEavice. 1 c .A RECONNECTA3LE, DIMENSION PRINT 125 GM 8.8L IMPROVED MOTOR START'' XU ", MS ) RECGNNEC-ABLE ' 1 A PROVA[5 DATE ARE 3 600V AL-ERNATORS Ker s-lo-I D E Ia.R„° ,BELT 0f2 8 8 LITER GM °° KRL 5-10-I „„„T 7 6 — 2 SAL 5-10-11 ADV-8204 D 8 I c - 1 2 148 [5. 87 0.0 0 a a a a 0 • o _ [4. 77 411II Qr4 ti' I i m r O 89 C3. 57 AI- NM*. i—i \,:il l/► l 6 0 . =.= _J.7 ,f... ,:fr...,_ .., , •. ..- , [2 . 4] il Rvllki 4 v_ calm ._ e-fwA iimin • r' =-___ - — - — - _ _ * AI .a., �._ �C �1 , ) r [0 . 51 P, 7 �IhI r ) 7 ou � [3. 07 r, � ..�r,J. a /I T W Q, N _o e - I 41 NSn o°o 0 • 0 TT 0 0 o a 0120 I [5. 6 1 [4. 7] = x LLJ EXHAUST OUITLET SEE DETAIL A 470 C18. 5_ 1' 001 39. 47 S DE�AIL0. 50 =OR EXHAUST EXHAUST OUT_E- (EPA) 4.0 OUTLETC DETAIL EXHAUST OUTLET (NON EPA) I C SEE DETAIL A =OR EXHAUST 4 OUTLET DETAIL IF - ` _I • IN 11 1111�■1n� § do,■c��' ail '�1rL �i� 1° - 11il "ice IN[ a . AN� r c 2 �• ►III�� e� ° ° F ►rll r� 1- • u �II�n�►�+r ��p� z rll ���A• 1 , / * I+ 111 1 r cc �/ r 1111 �, lii � r. r 111�1� I� I�� co re)r Ill � � I Ij L.j� 1� vt I lr Ir rot CO il- A- �� O 00 0 MiNi = ty •' 6 �I a a / !!� 1Mg. in ''1 -- ° I c a 6 u I ro ,ig > I_ �' _ ° bTk , I_ I .........-4 i r °.. ?U - 911 C35. 9] - OIL DRAIN 911 [35. 9] CIL DRAIN EPA ENGINE NON EPA ENGINE DIMENSIONS IN C ] ARE A ENGLISH STANDARD EQJIVA_ENTS A RE VI DATE ON COMPOSITE DWGS, SEE PART NO. FOR REVISION LEVEE 5V 7'FIViNFAr SESPE< I:J- 1 KOHLER CO !METRIC 1 FRO-E - I TOLERANCES IRE Iv NI L_INFiiAS I 8-29- NEW DRAWING 192053] NRH12I TOLERANCES OE: A 6-3-13 NON EPA VIEW ADDED. 1C-49456] SVP iE * ROWEA DRAWING I 4S GN WI TAIL4 U S.L. x 3 SORFK/E rinlSF HIG DRAWAND IN DESIGN AND DETAIL IS NOHLEA CO. MODEL, 4R 12X/4R 1 3X/4T 13X ANGLES± , PROP RIG AND MUST NOT EC JSED EXCEPT IN MAN COON GTICN WITH AONLAR CO ERVE ALL RIGHTS OF RECONNECTA3LE, Flo IDES N OR INVENTION AAE RESERVED. IMPROVED MOTOR START NG ( IMS) RECONNEC-ABLE APPROVALSOA: ® � II, I & 600V ALTERNATORS DATE DIMENSION PRINT 125 GM 8.8L 8.8 LITER GM :.c:..c ,tRH 8-29- I .'utino.D• 2I''' 1"UT2 of 2 4 1 3 ."IR°'R JAL 8-29- 11 ADV-8204 D 8 7 I 6i, -r. - 2,3 ':D0. 8] .. — 1 -m \ /1 L ° SEISMIC MOUNTING NOTE - 01 E z_ IS IC CEPT D U I-S. �- -0 -- *M,I - i =f J 1 WT-- 'HE FC Y�I HAR,:,APF_ , WALL MOUNTED (STEEL) �- :-.1 `,0_ WALL MOUNTED (CONCRETE) - ''' ..F o . • Oe 3 ] la IT! 'A K 3 a T :7 W MIN. -o ( • P DMEPT 0 03] FC :_) STANCECF ( :4, 0D_ i t'�➢ _ ® o t _-A ( cc, a F I'd METE r','AL , ` 1l ( II L .. — - - - R „ARE TCOMPLY '- C F ,ATIO ON ADV-7L55. o n O o aRITYCOVET-. C OPTIONAL ON MA 1 A RICd„ H7D FOR I `1.A 3,- \\ SFCTIf1N C-C ,' — : C E S C F" M O D L_E 8 — , 1-1.-A `r A1 --HEATER RECOMMENDED ENTRANCE AREA ME I S��LY ` i VvA_ TOP & BOTTOM 1I - J �� , 4 _ 1 L j. ° W A ,SEE DETAIL D OI, I F �.�'� _ ° 1 0 0 ra iII I EN • 1- i II ° i C a ram...j � li.III :-- s c s = • — - ; r , O g • � — o ‘):1:17 0 O O� � ) O T q � °rim II_ F. 'lilt DFTAII D r OF SECTION B-B NOTE: ���� _ _ II F t L1 -.I:s, N E Js I - I ':l AR .,CtiE�.r - ° \ ° e pe �__ Tu o FA ti . -----_,00 :C DI CNNE.T �' p Fr FP == 5 .k # II . IF ONA_ I I) NDTA_ ON AND .,PE A`ION O . POSECTION A-A 8 - I SEGTI N B-B R N REFER TO II ---...-ADV- 6 AN'_', ^JAL :N I S ;'1JCI IC2NS. • V,277, -- E : I _ _ ae n, E ter, ! _ T � KOHLER, F 11 I;`� F , . 5 J L I , ► 8 r7 o AAA >>[ ` [cs K LER Co ME PRO- .,��INI A� ['C - 4 22 Id ;4 of 'J I .S'. h;o-t WHA ?: & 4J'_,` ? ..l$T<$ A d 8 'a6 K n _ ai J2 F J. .,' ZS '.�� �� H N fi_ u E 41 9E 3 ECHEE.' CO. O '.E I `d CCT .,r:. ... a AN) ,,US, N __ EC'c'- 9 OF 'EVENT ON ARE o.vg.E• MECHANISM TRANSITION MPAC LOGIC VOLTS POLES NEUTRAL ENCLOSURE AMPS CONNECTION °' ' DIMENSION PRINT STYLE SEE AD R FULL MODEL CODE DEFINITION ... , 2 .w w F � r 4-' - 17Th :o..'1 —. .. 00 i^� \ KSS t C JT a�APD ° �w $ E;^i 3T ;: 5 v'C ? — > AD V-8584 1 13 Y E. I 5 1 I � 2 241 9. 5 A f, I j 1 3 ::: [7:1 t( t ER c, a'----1: , iM is,, ;-2 �.,..:., � Q.#': /-V� MP•L r1 it7t4:4g .000 �� , . O M' OI ii.'" ,__, 1 • . ?ESE �w � 1 1 ti___ �AJ;t '! LIARY C9MTAC-S '.--Io . )T-P77 • p O O O 1�, O O O L _ �. 3- .. ,.• \ G RGEfdCY '��m® EPC �� 3-ART TzBM. NA�_S—/' : I 000 , --4 i A to � I�R__ � �4.7 i r, I _j o J ri[ r _r 4X 01 2. 7 [ . 5C[ // 3 :2.9: � . A SECTION A-A .CEE';J - ac TERM. A.i S e w KOHLER CO METRIC PRO-E SW:-�F RAT '!� R G- hi 7; c - - 2'=-I t A CRAB. T_t/41_ ,,,A .EA.-.,ni nEs C POWER S N , MI 044 C APA-�°_ , - 4-?c-Ia >_E SHEET vCTP&r, d] �i'h it DRAW NO E GY AV DE-A I.D. V. D CD. •;TOR i PER ?��_F INELT4 _ i 2 & 3POLE ; g^CJIN2 "" o u NO' �r EXCEPT A • c MAk S D'N v; I CN .E 'SN ED A- 40 avE Ts ��e ._��; F4 DA E DIMENSION PRINT ( 65 ) 3' 58 I an �z i1 ADV-8584 D 1 5T I 2 8 I 7 I 6 I 5 b 4 I 3 I 2 I 1 MO ME KO•pR W F 6-S-16 SEE MEETS 2 MU 3 OF 4.[CTta7006] CFR 0 4-4-ti SEE SECT 2 C 3[CT172432] MT H 3-6-15 SEE SHEET 2[C41164544] SIO J 5-1-16 SEE SKET 3[RER2342] KJT K 11-19-16 SEE MEET 2[22191433] SIR I. 1-15-19 SEE SECT 3[R163060] SIR D • D - ONCRETE PAD 0 0 iAli_l:CirGilislilrill:ADTE P O BRAND O MODEL IA. E - EMBEDMENT _ SEE DETAIL A ■ G MIN TANK OR SKID C EDGE DISTANCE ANCHOR BOLT C ANCHOR NUT ■ G MIN ANCHOR PLATE EDGE DISTANCE il ar.i CONCRETE i '� �II.,IL •\•!:..7111ij 0 _ DETAIL A • =_= g =_ MOM: mon I6- MIIIIIME • III NOTE: 1) SPECIAL INSPECTION PER IBC 0 � ■O a IS REQUIRED ON ALL INSTALLATIONS. ALL ANCHORS MUST BE INSTALLED TO MEET COMPLIANCE 2) NO OTHER ANCHORS ARE ALLOWED WITHIN MINIMUM - — SPACING DISTANCE WITHOUT ADVANCED APPROVAL OF THE —ENG INEER PROJECT OF RECORD. It H MIN 3) "SEE NOTES ON SHEET 3 - CONCRETE THICKNESS • 60 REDZJC SHOWN ' METRIC CAD FILE A A DIMENSIONS IN I I ARE INCH EQUIVALENT $1K▪11•1912016 17.21 MINI" KOHLER CO Yna am aa1M Mai PIFA MEWS. KOHLER.MI31041 USA Ex S 1A 15 arm K a®I..O mL a 9E91 ca.mire S.• • *u 7-.,., RIW E UED kElml K IFEDO.I I QFO C.\YC NOS:EY! V RL RM af®I F utfl IL ImEm =" e"-� `K DIMENSION PRINT 5..'"sW B-" „ SEISMIC INSTRUCTION 11- "` R" °m NO 0-12-13 - I-. SEISMIC INSTRUCTION 'Ir• u0 9-,2-,3�` ADV-8629 D 8 I 7 I 6 I 5 4 4 I 3 I 2 I ' I 8 I 7 I 6 I 5 b 4 I 3 J 2 I 1 MAXIMUM SEISMIC DESIGN RATING APPLIES AS A SYSTEM TO GENSET, 10 Den MOON w TANKS, ENCLOSURES AND ACCESSORIES iur ANCHORING SraItM K 11-i0-12:(C- magr SEE SHEET 3 l�•- 30REM„Ds,wo-,m,m,e GENSET ENCLOSURE FUEL TANK SOS ® SOS 0 ANCHORING PLACEMENT A B C D E MD i11d"1Pp`TE0 fOR 300-`'' °(L101"D SA MODELS CAPACITY G MIN. H MIN. L 1 10-u 4E ssEr 3(a1s30s01 s1r LITERS GAL Z�H=o.O Z�H=1.0 LOCATIONS ANCHOR BRAND QTY ANCHOR MODEL SHANK DIA EMBEDMENT EDGE DISTANCE THICKNESS 25-45 REZG/B OPEN OR 50-60 REZGB/C ENCLOSED - HILT! 6 TZ 15.9 [.63] 101.6 [4.0] 203.2 [8.0] 203.2 [8.0] _ UNITS FOR MTG. HOLES OPEN UNITS - HILT1 4 HDA-P M16X190/40 16.0 [.63] 190 [7.48] 203.2 [8.0] 304.8 [12.0] D 80 REZGD ENCLOSED - SEE GENSET/ENCLOSURE/SEIVELY HIM 6 HDA-P M16X190/40 16.0 63 190 [7.48] 203.2 [8.0] 304.8 [12.0] D 2.0 2.0 ADVS RESPECTIVELY ` / [' ] 100 REZGD OPEN UNITS - > HIM 4 HDA-P M16X190/40 16.0 [.63] 190 [7.48] 304.8 [12.0] 355.6 [14.0] • .125-150 REZGC ENCLOSED - HIM 6 HDA-P M16X190/40 16.0 [.63] 190 [7.48] 304.8 [12.0] 304.8 [12.0] OPENONLY HILT! 6 HDA-P M20X250/50 20.0 [.79] 254 [10.0] 762.0 [30.0] 609.6 [24.0] 180-200REZXB _ ENCLOSED UNITS ONLY FOR MTG. HOLES Hu HDA-P M20X250/50 20.0 [.79] 254 [10.0] 635.0 [25.0] 635.0 [25.0] 2.0 2.0 _ OPEN UNITS SEE GENSET/ENCLOSURE/ 250 REZXB/ ONLY HILTI 8 HDA-P M20X250/100 20.0 [.79] 250 [9.84] 228.6 [9.0] 355.6 [14.0] - 300REZXC - ADVS RESPECTIVELY ENCLOSED UNITS ONLY HILTI 8 NDA-P M20X250/100 20.0 [.79] 250 [9.84] 228.6 [9.0] 355.6 [14.0] OPEN UNITS - 6 HDA-P 19.05 [.75] 250 [9.84] 203.2 [8.0] 355.6 [14.0] 300-450R¢XB ENCLOSED 2.0 .66 KWIK BOLT 8 HDA-P 19.05 [.75] 250 [9.84] 203.2 [8.0] 355.6 [14.0] 20-60 REOZJC OPEN OR UP THROUGH 50-60 REOZJD ENCLOSED 908 240 1.93 1.93 HILT! 4 DUC-34-500L 19.05 [.75] 127 [5.0] 215.9 [8.5] 254.0 [10.0] C 20-60 REOZJD OPEN UNITS - - 1.93 1.93 4 TZ 15.9 [0.63] 101.6 [4.0] 152.4 [6.0] 152.4 [6.0] C ENCLOSED 4 TZ 15.9 [0.63] 101.6 [4.0] 203.2 [8.0] 203.2 [8.0] .20-60 REOZJC 439/473 116/125 8 TZ 19.05 [.75] 120.7 [4.75] 304.8 [12.0] 304.8 [12.0] 50-60 REOZJD OPEN OR ENCLOSED 556 147 8 TZ 19.05 [.75] 120.7 [4.75] 355.E [14 304.8 [12.0] ] 40-50 REOZJE UNITS 958/886 253/234 1.93 1.93 6 HDA-P 20.0 [.79] 250 [9.84] 254 [10] 355.6 [14.0] 1408/1305 372/344 6 HDA-P 20.0 [.79] 250 [9.84] 355.6 [14] 355.6 [14.0] OPEN UNITS SET ONLY 6 TZ 19.05 [.75] 95.3 [3.75] 152.4 [6.0] 152.4 [6.0] • -0 ENCLOSED NO TANK 6 TZ 19.05 [.75] 95.3 [3.75] 203.2 [8.0] 203.2 [8.0] 80-100 REOZJF OPEN OR 815 215 1.93 1.93 16 HY 200 + HAS 19.05 [.75] 254 [10] 228.6 [9.0] 304.8 [12.0] ENCLOSED 1570 415 HILTI 16 UNITSHY 200 + HAS 19.05 [.75] 254 [10.0] 228.6 [9.0] 304.8 [12.0] OPEN UNITS_ SET ONLY 8 TZ 19.05 [.75] 101.6 [4.0] 304.8 [12.0] 203.2 [8.0] 125REOZJG ENCLOSED NO TANK 1.93 1.93 12 TZ 19.05 [.75] 120.7 [4.75] 177.8 [7.0] 203.2 [8.0] 150REOZJF OPEN OR 1196 316 10 HDA-P 20.0 [.79] 250 [9.84] 304.8 [12.0] 355.6 [14.0] ENCLOSED UNITS 2252 595 FOR MTG. HOLES 10 HDA-P 20.0 [.79] 250 [9.84] 304.8 [12.0] 355.6 [14.0] 13 OPEN UNITS SET ONLY 10 TZ 19.05 [.75] 120.7 [4.75] 254 [10] 203.2 [8.0] B 180 RE02JG ENCLOSED NO TANK 1.93 1.93 10 HY 200 +HAS 19.05 [.75] 203.2 [8] 228.6 [9.0] 279.4 [11.0] 200 REOZJF OPEN OR 1576 416 14 HDA-P 20.0 [. E 79] 250 [9.84] 254 [10] 355.6 [14.0] NOT SPECIAL INSPECTION PER IBC ENCLOSED UNITS 2896 765 FOR MTG. HOLES 14 HDA-P 20.0 [.79] 250 [9.84] 254 [10] 355.6 [14.0] IS REQUIRED ON ALL INSTALLATIONS. SEE GENSET/ENCLOSURE/ ALL ANCHORS MUST BE INSTALLED TO OPEN UNITS SET ONLY 10 HY 200 + HAS 19.05 [.75] 228.6 [9.0] 228.6 [9.0] 304.8 [12.0] MEET COMPLIANCE ENCLOSED NO TANK TANK ADVS RESPECTIVELY HILTI 12 TZ 19.05 [.75] 120.7 [4.75] 304.8 [12.0] 355.6 [14.0] 230-275 REOZJE 1.93 1.93 2) NO OTHER ANCHORS ARE ALLOWED WITHIN OPEN OR 2101 555 MINIMUM SPACING DISTANCE WITHOUT ADVANCED ENCLOSED 3573 944 HILT! 14 HDA-P 20.0 [.79] 250 [9.84] 330.2 [13] 355.6 [14.0] APPROVAL OF THE STRUCTURAL PROJECT UNITS ENGINEER OF RECORD. - OPEN UNITS SET ONLY 10 HY 200 + HAS 19.05 [.75] 228.6 [9.0] 228.6 [9.0] 304.8 [12.0] 3) *SEE NOTES ON SHEET 3 300 REOZJ OPEN OR NO TANK 1.93 1.93 12 Ti 19.05 [.75] 120.7 [4.75] 304.8 [12.0] 355.6 [14.0] ENCLOSED 2101 555 HILTI 4) Z/H=0. 0 EQUATES TO AT GRADE UNITS 14 HDA-P 20.0 [.79] 250 [9.84] 330.2 [13.0] 355.6 [14.0] •Z/H=1. 0 EQUATES TO AT ROOF TOP . 4066 1074 OPEN UNITS SET ONLY 10 HY 200 + HAS 19.05 [.75] 304.8 [12.0] 279.4 [11.0] 355.6 [14.0] ENCLOSED NO TANK 14 NY 200 + HAS 19.05 [.75] 381.0 [15.0] 304.8 [12.0] 431.8 [17.0] 350-500 1529-4394 18 METRIC CAD FILE A [404-1161] 1.93 1.93 A REOZJB OPEN OR 5046 1333 20 DIMENSIONS IN I 1 ARE INCH EQUIVALENT ENCLOSED RIM HDA-P 20.0 [.79] 250 [9.84] 330.2 [13.0] 355.6 [14.0] UNITS 5765 1523 22 I) ON sego- 6674 1763 24 Zs�� KOHLER CO :l 10008 2644 24 r1� 2 f040!Ot is KOWA SIGN Usti xR .a as ewlc•ma it itma..e 4 la m tmn s M Off MIMI ME 2Q RRR ZK EOPEN OR NCLOSED 231-598 2.0 8 HY 200 + HAS 16.0 [.63] 171 [6.75] 254 [10] 304.8 [12.0] .,� s�-� w� DIMENSION NT GM94b22-SA1 & DIMENSION PRINT -SA2 ONLY) UNITS [61-158] 2.0 KWIK BOLT 4 Ti 16.0 [.63] 101.6 [4.0] 152 [6.0] 203.2 [8.0] ^� sN1 0-n_l3 SEISMIC INSTRUCTION 0-a NO 0-13-13 I" I- z-* SEISMIC INSTRUCTION ""'°'s uD 9-12-13 ADV-8629 D 8 I 7 I 6 I 5 4 4 I 3 I 2 Imo°' I 8 I 7 I 6 I 5 d 4 I 3 I 2 _ I 1 MAXIMUM SEISMIC DESIGN RATING APPLIES AS A SYSTEM TO GENSET, '�' °"` AMMO TANKS, ENCLOSURES AND ACCESSORIES c 4-1-+7 (o-e)dnauRr tauR91 ururrD:SEE seer 2[rnnuzl RAT ANCHORING STSIEM a 3-e-19 SEE SWEET 2[C I848441 Si- ENCLOSURE FUEL TANK SDS © S e (C-e)Rae Kuo-lass ADDED[raan+z] Ka CAPACITY GENSET DS ANCHORING PLACEMENT A B C D E G MIN. H MIN. 3 e-1-1 MODELS K 11-1e-1e SEE serer a[LTu u 14az1 9 - LITERS GAL Z/H=0.0 Z/H=].0 LOCATIONS ANCHOR BRAND QTY ANCHOR MODEL SHANK DIA EMBEDMENT EDGE DISTANCE THICKNESS L 1-1e-19 (c-e1 ROW 12De0-126 ADDED[C1193090] " 15-60REOZK OPEN OR SET ONLY - ENCLOSED NO TANK 2.0 2.0 4 16.0 [.63] 79.4[3.125] 152.4 [6.0] 203.2 [8.0] UNITS . 15-30REOZK OPEN OR UP THROUGH D ENCLOSED 1056 I 279 2.0 2.0 4 22.3 [.88] 120.7[4.75] 203.2 [8.0] 254.0 [10.0] D OPEN OR UP THROUGH • KWIK BOLT TZ 40-6OREOZK ENCLOSED 1520 401 2.0 2.0 6 22.3 [.88] 120.7[4.75] 203.2 [8.0] 203.2 [8.0]ITS - OPEN OR 60REOZK ENCLOSED 2028 535 2.0 2.0 8 22.3 [.88] 120.7[4.75] 203.2 [8.0] 203.2 [8.0] UNITS _ FOR MTG. HOLES OPEN UK - 8 Tz 19.05 [.75] 120.7 [4.75] 152.4 [6.0] 203.2 [8.0] ENCLOSED SEE GENSET/ENCLOSURE/ 125 REOZJG UNITS 1196-2252 316-595 1 93 1 93 TANK ADVS RESPECTIVELY 10 HDA-P 20.0 [.79] 250 [9.84] 304.8 [12.0] 355.6 [14.0] OPEN OR _ 12 TZ 19.05 [.75] 120.7 [4.75] 177.8 [7.0] 203.2 [8.0] ENCLOSED - - UNIIS 1196-2252 316-595 HILTI 10 HDA-P 20.0 [.79] 250 [9.84] 304.8 [120] 355.6 [14.0] OPEN - 10 TZ 19.05 [.75] 95.3 [3.75] 203.2 [8.0] 152.2 [6.0] 150 REOZJF UNITS 1196-2252 316-595 1.93 1.93 10 HDA-P 20.0 [.79] 250 [9.84] 304.8 [120] 355.6 [14.0] ENCLOSED - 12 TZ 19.05 [.75] 120.7 [4.75] 177.8 [7.0] 203.2 [8.0] UNITS 1196-2252 316-595 10 HDA-P 20.0 [.79] 250 [9.84] 304.8 [12.0] 355.6 [14.0] OPEN KWIK BOLT TZ 15.9 [.63] 101.6[4.00] 228.6[9.00] 152.4[6.00] UNITS KG40-KG60 - 2.0 2.0 4 C ENCLOSED HILTI HIT-RE 500 V3 15.9[.63] 146[5.75] 228.6[9.00] 203.2[8.00] C UNITS OPEN HDA-P UNITS - HILTI 4 M16X190/40 16.0 [.63] 190[7.48] 304.8[12.0] 304.8[12.00] KG80-125 2.0 2.0 ENCLOSED HILTI 6 HDA-P 16-0[63] 190[7.48] 304.8E12.0] 304.8[12.00] UNITS M16X190/40 -E. o-- B B NOTE: 1) SPECIAL INSPECTION PER IBC IS REQUIRED ON ALL INSTALLATIONS. ALL ANCHORS MUST BE INSTALLED TO MEET COMPLIANCE 2) NO OTHER ANCHORS ARE ALLOWED WITHIN MINIMUM SPACING DISTANCE WITHOUT ADVANCED APPROVAL OF THE STRUCTURAL PROJECT - ENGINEER OF RECORD. - 3) "SEE NOTES ON SHEET 3 - 4) Z/H=O. 0 EQUATES TO AT GRADE Z/H=1. 0 EQUATES TO AT ROOF TOP METRIC CAD FILE A A DIMENSIONS IN [ I ARE INCH EQUIVALENT -rm wee>rexa- ..noee Kellum CO LIXS N9 MRCS Rai PONCA ASel6. KOHLER II S3014 USA. L 3 IA M 3IS Te eWe Nee®meSC Im}074 17.• AMISS PlC ML eK A'CCM CO MOM/R e9l.=. MO (0-EJ. DIMENSION PRINT a.. o- 13 emu SEISMIC INSTRUCTION � AID a-12-13�a r1` 3-4 • SEISMIC INSTRUCTION "ram uD 9-13-13 ADV-8629 ID B I 7 I 6 I 5 g 4 I 3 I 2 I """"" 1 8 I 7 I 6 I 5 d 4 I 3 I 2 I 1 MI OM WWI or F 0-0-10 SEE 31WEIS 2 MO 3 OF 1.[Or117000] 4F0 0 1+17 SS SW 2!3[LT22132] RAf X 3-4-1S SCE WIT 2(0116181.1] SFB SEISMIC INSTALLATION REQUIREMENTS: K '111-1he1 s3 WET2[0111SIM OW 1432] sn L 1-10-10 SEE WET 3[MONO] SR The following are requirements for seismic installation: D 1. The design of post-installed anchors in concrete used for the component anchorage is pre-qualified for D seismic applications in accordance with ACI 355. 2 and documented in a report by a reputable testing agency, (ex. The Evaluation Service Report issued by the International code Council) 2. Anchors must be installed to an embedment depth as recommended in the pre-qualification test report as defined in Note 1. • 3, Anchors must be installed in minimum 4000 psi compressive strength normal weight concrete. Concrete aggregate must comply with ASTM C33, Installation in structural lightweight concrete is not permitted unless otherwise approved by the structural engineer of record. 4. Anchors must be installed to the torque specification as recommended by the anchor manufacturer to - obtain maximum loading 5. Anchors must be installed in the locations specified the Kohler ADV dimension print. 6. Anchor bolt design loads or specific anchors are specified on seismic Kohler ADV. 7. Anchor plates from Kohler must be installed at each anchor location between anchor head and equipment to tension load distribution, 8, Concrete floor slab and concrete housekeeping pads must be designed and rebar reinforced for seismic applications in accordance with ACI 318. C 9. All housekeeping pad thickness must be designed in accordance with pre-qualification test report as C defined in Note I or a minimum of 1. 5x the anchor embedment depth, whichever Is largest 10, All housekeeping pads must be doweled or cast into the building structural floor slab and designed for seismic application per ACI 318 and as approved by the structural engineer of record 11, Wall mounted equipment must be installed to a rebar reinforced structural concrete wall that is seismically designed and approved by the engineer of record to resist the added seismic loads from the components being anchored to the wall, 12. Floor mounted equipment (with or without housekeeping pad) must be installed to a rebar reinforced -u structural concrete floor that is seismically designed and approved by the engineer of record to resist o- the added seismic loads from components being anchored to the floor, 13. When installing to a floor or wall, rebar interference must be considered, 14. Attaching seismic certified equipment to any floor or wall other than those constructed of structural concrete and designed to accept the seismic loads form said equipment is not permitted by this specification and beyond the scope of this certification. 16. Attaching seismic certified equipment to any concrete block walls or cinder block walls is not permitted by this specification and beyond the scope of this certification. 6 17, For installations upon rooftop, steel dunnage shall be coordinated with the Structural Engineer of B Record. 18. Installation upon only rooftop curb shall be coordinated with the curb manufacturer and the Structural Engineer of Record. Any curb or concrete pad that supports the RTU unit is beyond the scope of this certification, 19. Anchor locations, size, type and load requirements are specified an the installation drawing. Mounting requirements details such as brand, type, embedment depth, edge spacing, anchor spacing, concrete strength, wall bracing, and special Inspection must be outlined and approved by the project Structural Engineer of Record to withstand the seismic anchor loads as defined on the seismic installation drawing, - The Installing contractor Is responsible for the proper Installation of all anchors and mounting hardware, observing the mounting requirement details outlined by the Engineer of Record. Contact Kohler If a detail Seismic Installation Calculation Package is required. 20. Electrical wiring, piping, duct and other connections to the equipment Is the responsibility of the Installing contractor, It is necessary that these remain in tact, functional and do not inhibit the functionality of the generator set after a seismic event. Adequate slack shall be allowed cable and piping to allow for motions of set during a seismic event, METRIC CAD FILE A w21, Concrete pad dimensions are minimum values to satisfy only the anchor bolt requirements. The pad A must be designed by the project structural engineer of record. DIMENSIONS IN [ ] ARE INCH EQUIVALENT *22 Anchor bolt and concrete recommendations are for the maximum seismic design levels shown. If the .. ,, ImMLER CO WOWS O specific application has a lower level, thinner concrete or alternate anchors may be acceptable, Consult ON* M,,,,wr„eE, a„ML,s, ",L,. 331314. OSA Kohler, EI. 7" ,O'1"`°�p°�"�°�°��1"¢rp� �O3p1 F" .s �} ,� NL OM0 6 00MI OR M91d M31®0® 114 3 DIMENSION PRINT «,. 012 SMI 2-11-13 Mu SEISMIC INSTRUCTION "INO NO 9-11-13 an ISM Ir 1-1 SEISMIC INSTRUCTION 'P.m" No a-14-13 ADV-8629 I D 8 I 7 I 6 5 V 4 F 3 I 2 I """" 1