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Plans , .w+ a� ?. r)F: 'A y 4 .� r. y. r� '; r,;r e f. yy.. TIGARD PD GENERATOR ^ q' 'Sr c Y 9 YY ^P .. Fp II ^ :1, '4i.. '1 ir ' "i rs 8621 CITY OP TieARD ''':*' d a 'FOR CODE COMPLIANCE � -t • � Approved: a Tielfd try H3 l OTC: I 1 �. _a . RECEIVED "-� +t U.G. ELECTRICAL AciTmit#: �3c �a1- ©C7 '` � , ' tii•�• y `r' *• fir - ' CONDUIT AUG 02 2021 dress. ` % y t t , . '.sc Suite # : e C!TY OF.�IGAiiL7 t*i f <, x ' NEW 200 KW 3UILDl VG I lGARON i'}: �_ Dater ?r� I �' : �y'�• wr". GENERATOR rt 4ov 5 $ �� /moo. p'L T S �. - _ik V i s e�y U.G. FUEL LINE - 00 01 ° * ` " VALIDITY OF PERMIT _ �' THE ISSUANCE OF A PERMIT • :0-:-*, w.r� ►t, , .' BASED ON CONSTRUCTION ,4A^ EXISITING 600 GA DOCUMENTS AND OTHER jig la .- --, prrr�� -`ah FUEL TANK t -,- v t DATA SHALL NOT PREVENT 41+�i e��iU��,i , ;: rt � °�� � THE CODE OFFICIAL FROMSt��$®{ C�r? t" REQUIRING THE CORRECTION Concrete and;rt Ei ,, ,_.:;,;g Steal ." . � OF ERRORS. OSSC 105.4 rat'.-Kf p t;ariz,;et8 O Bolts lns. r- rpte Frame Special Fdantant.;;rsistn9.,o� CI �r�ssiressing SteeLTendoM Structut al. l.:ii`g 0 Structu-e::;?r''''.:,;_r} 0 Reintc=c: ;" `'s`..r Concrete C) lnsuia'i.'. , .f,, ,in; Q spray Apr;. tI 5t':4(i Mat8T13fS PtLngs,D;. .. v D. ;C atGsons Cj shotcrste © Special Gi-adtn ,E rcay ation and Filling 0 smoke-Coniroi;Js.+k;nis 0 Other Inspector's 8 I 7 I 6 I 5 b 4 I 3 I 2 I 1 HEY O t HRH . N YB-IS SEE 9EE1 2[CT11M14] • SAS J 6-I-16 SEE SHEET S[PR07542] Olt K 11-19-16 SEE SHEET 2[CT191452] SA L 1-16-19 SEE MEET 5[CT195090] SO Y 6-9-20 SEE SHEET 2[01204366] "If N 010402020 SEE SHEET S(MOMS] OS P 09SEP2020 SEE SHEET 2 A 5[C SOSSIS] OS 179" D r 14'-11" 111 D i-CONCRETE PAD 4000 PSI GENERATOR WEIGHT IS ✓ 6115 LBS f ................•.....•...P.•.......•.•.•.-.-...-...•.....-.....-...•.•.•...........•...•.•.....-.•••.•.....•...•...•.•...-.......-...•.•.......•..... ... .. *ANCHOR PLATE A - ANCHOR BRAND B O TY C - ANCHOR MODEL D - SHANK DIA. E - EMBEDMENT - 6 9�I H SEE DETAIL A ic] I[ G MIN ::::::i:;;} EDGE DISTANCE TANK OR SKID C R - I ANCHOR BOLT C ANCHOR NUT \ CONCRETE PAD PLAN VIEW . G MIN ANCHOR PLATE EDGE DISTANCE611( l , —1 CONCRETE — o- "�-1221 vlri DETAIL A C LE Mi ® ® ® 4 Lc O � L FPI __��[ NOTE: . Or I J 101 - 0 REQUIRED 1) SPECIAL INSPECTION PER IBC 0 _ 11 IS R 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 L / STRUCTURAL PROJECT ENGINEER OF RECORD. . H MIN 3) 'SEE NOTES ON SHEET 3 CONCRETE THICKNESS CONCRETE PAD - SIDE VIEW A A FOR 200 KW GENERATOR WITH WEATHER DIMENSIONS IN FEET-INCHES ENCLOSURE KOHLER CO MEP STSIEE6. KOREN.. 55094 USA i MAIMItE66a1 YE manual MO II:01 II 6 MIR CO.NORM AE .Q .4 09 R WM 89 MOM A61E6011d "" DIMENSION PRINT ME .+.'PPROYw 9-Il-IS SEISMIC INSTRUCTION 9.0 8-12_12` 1°'9 I'o I SEISMIC INSTRUCTION "�' ADV-8629 D 8 I 7 I 6 I 5 4 4 I 3 I 2 IN"' °` 1 8 I 7 I 6 I 5 b 4 I 3 I 2 I I 0022 RE0669 m MAXIMUM SEISMIC DESIGN RATING APPLIES AS A SYSTEM TO GENSET, 1_Ie-19 SEE SHEET s Im+030007 Su TANKS, ENCLOSURES AND ACCESSORIES ANCHORING SYSTEM K 5-9-20 Soo-aam+mm WAS s0o-1mrrenm:NS armnumis FUEL TANK S © S © UPDATED[moans] WE GENSET ENCLOSURE CAPACITY DS DS ANCHORING PLACEMENT A B C D E G MIN. H MIN. H 240,003O2E SEE SHEET 3[61201e23] DS MODELS LITERS GAL Z/H=0.0 Z/H=].O LOCATIONS ANCHOR BRAND OTY ANCHOR MODEL SHANK DIA EMBEDMENT EDGE DISTANCE THICKNESS r 395EPLOlo (2-9)2005025 ROM MOM TO SHEET 3.SEE SW 3 25-45 REZG/B OPEN OR [C7200512] 9s 50-60 REZGB/C ENCLOSED - HILTI 6 TZ 15.9 [.63] 101.6 [4.0] 203.2 [8.0] 203.2 [8.0] UNITS FOR MTG. HOLES OPEN UNITS - SEE GENSET/ENCLOSURE/ HILTI 4 HDA-P M16X190/40 16.0 [.63] 190 [7.48] 203.2 [8.0] 304.8 [12.0] D 80 REZGD ENCLOSED - 2.0 2.0 HILTI 6 HDA-P M16X190/40 16.0 [.63] 190 [7.48] 203.2 [8.0] 304.8 [12.0] D ADVS RESPECTIVELY HILTI HDA-P M16X190/40 16.0 . 304.8 [12.0] 355.6 . 100 REZGD OPEN UNITS - HILTI 4 [.63] 190 [748] [140] 125-150 REZGC ENCLOSED - HILTI 6 HDA-P M16X190/40 16.0 [.63] 190 [7.48] 304.8 [12.0] 304.8 [I2.0] OPEN UNITS HILTI 6 HDA-P M20X250/50 20.0 [.79] 254 [10.0] 762.0 [30.0] 609.6 [24.0] 180-200REZXB ONLY - ENCLOSED HILTI B HDA-P M20X250/50 20.0 [.79] 254 [10.0] 635.0 [25.0] 635.0 [25.0] UNITS ONLY 2.0 2.0 FOR MTG. HOLES _ OPEN UNITS SEE GENSET/ENCLOSURE/ HILTI B HDA-P M20X250/100 20.0 (.79] 250 [9.84] 228.6 [9.0] 355.6 [14.0] - 250 REZXB/ ONLY _ AOVS RESPECTIVELY 300REZXC ENCLOSED UNITS ONLY HILTI 8 HDA-P M20X250/100 20.0 [.79] 250 [9.84] 228.6 [9.0] 355.6 [14.0] 300-500REZXD OPEN UNITS - 2.0 2.0 HILTI 6 HDA-P 20.0 [.79] 250 [9.84] 228.6 [9.0] 355.6 [14.0] ENCLOSED 10 HDA-P 20.0 [.79] 250 [9.84] 228.6 [9.0] 355.6 [14.0] 20-6D REOZJC OPEN OR UP THROUGH 50-6D REOZJD ENCLOSED 1.93 1.93 HILTI 4 DUC-34-500L 19.05 [.75] 127 [5.0] 215.9 [8.5] 254.0 [10.0] UNITS 908 240 C OPEN UNITS 4 TZ 15.9 [0.63] 101.6 [4.0] 152.4 [6.0] 152.4 [6.0] C 20-60 REOZJD - -ENCLOSED 1.93 1.93 4 TZ 15.9 [0.63] 101.6 [4.0] 203.2 [8.1)] 203.2 [6.0] 439/473 116/125 8 TZ 19.05 [.75] 120.7 [4.75] 304.8 [12.0] 304.8 [12.0] 20-60 REOZJC OPEN OR 19.05 [.75] 120.7 [4.75] [ ] 50-60 REOZJD ENCLOSED 556 147 8 TZ 355.6 14 304.6 [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] ENCLOSED NO TANK 1.93 1.93 6 TZ 19.05 [.75] 95.3 [3.75] 203.2 [8.0] 203.2 [8.0] a- --0 80-100 REOZJF OPEN OR 815 215 16 HY 200 + HAS 19.05 [.75] 254 [10] 228.6 [9.0] 304.8 [12.0] ENCLOSED 1570 415 HILTI UNITS 16 HY 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] QE7`31 `I.1114 1,1 II 1O.06 (.76] '207 [M'6] 251 PO] 2^32 ['Q] B ENCLOSED NO TANK 10 HY 200 +HAS 19.05 (.75] 203.2 [8] 228.6 [11.0 B ��18008''RREEO5Z2J3GF'� 1.93 1.93 [9.0] 279.4 ] NOTE! I I 8r1 l eR 1570 416 19. IIM-P 40.0 [7') ZDU ty.04r Z rit1] JJ3.e (I- 3 1) SPECIAL INSPECTION PER IBC I ' ENCLOSED 765 FOR MTG. HOLES 14 HDA-P 20.0 [.79] 250 [9.84] 254 [10] 355.6 [14.0] IS REQUIRED ON ALL INSTALLATIONS. ITS ALL ANCHORS MUST BE INSTALLED TO OPEN UNITS SET ONLY SEE GENSET/ENCLOSURE/ 10 HY 200 + HAS 19.05 [.75] 228.6 [9.0] 228.6 [9.0] 304.8 [12.0] MEET COMPLIANCE ENCLOSED NO TANK 1.93 1 93 TANK ADVS RESPECTIVELY HILTI 12 TZ 19.05 [.75] 120.7 [4.75] 304.8 [12.0] 355.6 [14.0] 2) NO OTHER ANCHORS ARE ALLOWED WITHIN 230-275 REOZJE OPEN OR 2101 555 MINIMUM SPACING DISTANCE WITHOUT ADVANCED ENCLOSED HILTI 14 HDA-P 20.0 [79] 250 [9.84] 330.2 [13] 355.6 [14.0] APPROVAL OF THE STRUCTURAL PROJECT - UNITS 3573 944 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] 30D REOZJ NO TANK 12 1.93 1.93 TZ 19.05 [.75] 120.7 [4.75] 304.8 [12.0] 355.6 [14.0] 3) ■SEE NOTES ON SHEET 3 OPEN OR HILTI 4) Z/H=0.0 EQUATES TO AT GRADE ENCLOSED 2101 555 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 UNITS 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 HY 200 + HAS 19.05 [.75] 381.0 [15.0] 304.8 [12.0] 431.8 [17.0] 350-500 1529-4394 METRIC CAD FILE 76 A REOZJB OPEN OR 5046 1333 20 DIMENSIONS IN 13 ARE INCH EQUIVALENT ENCLOSED HILTI HDA-P 20.0 [.79] 250 [9.84] 330.2 [13.0] 355.6 [14.0] UNITS 5765 1523 22 um*IMMIX 0011.E0- 1),0011011.190147.10IIIlk+f4 YAHERM 6674 1763 24 »K,,,,v- IIEAa ream IGII ST, ` ,5, LM,IS 116 6s.6 OIM-/M.6 MIDI m AOFRR IIG eacw DU. 1 ODOB 2644 24 ,'MOSS 3 St. `�'"" �P61�*0 119®a 'la JOL MOM 4)-4E1 "" DIMENSION PRINT 1,-2PP sou 9-+D%E+s SEISMIC INSTRUCTION �M.1 I-e I" 2 Aw SEISMIC INSTRUCTION '"""' AID 9-12-I3 II.' ADV-8629 D 8 I 7 I 6 I 5 4 4 I 3 I 2 I "°"m`"I 1 8 I 7 I 6 I 5 b 4 I 3 I 2 I 1 REV OM 1E"®M 1R N 3-e-18 SEE SHEET 2[C1184844] SRB J 6-1-la SEE 51EET 3[VRO7342] %R R 11-19-18 SEE SHEET 2[CT191432] SIR L. 1-le-le SEE SHEET 3[Cf195090] SLR SEISMIC INSTALLATION REQUIREMENTS: " e-9-20 SEE SHEE13(01204308] kW e OIN10201<SEE SHEET 3 IC1205823] DS II 2163F9202C SEE SHEET 2&3[CR00513] 83 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 1 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 -o structural concrete floor that is seismically designed and approved by the engineer of record to resist cl— 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, B 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 on 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 *21, 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 1 S KOHLER CO specific application has a lower level, thinner concrete or alternate anchors may be acceptable. Consult :c(tQM RRRRIHI PO4 ry u+m,EIS WHIM,In 3} 4 1,3.% 313 1K 08S e[0M MO 0?IL648W W."4Rrc Ye Kohler. MIMS*tX T �e ALNM04 MN "ME '°° .46.411 0-1E1 1" DIMENSION PRINT a. 9-11-13 SEISMIC INSTRUCTION AM '°"' Is."' I"` 5 ND 9-11-13 ti n SEISMIC INSTRUCTION ""'°'m .0 9-12-13 ADV-8629 D 8 I 7 I 6 I 5 4 4 I 3 I 2 I '°" 1 L