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Building Permit #602-12 - 210 HOLT ROAD 2/15/2012
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: I,,^ 2 Date Received Date Issued: 2— /S� /1- RTANT:Applicant must complete all items on this page LOCATION O H O PROPERTY OWNER LU- Unit# Print MAP NO PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes 8 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑One family ❑/addition ❑Two or more family ❑ Industrial IS/Alteration No. of units: ❑Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition_ ❑Other 0►ptic ❑� dff Well t � „� ®tF oodplain ' Wetland gr ; ® 7atershtnct ` � ti 4{4't J � f 6a .t ✓'} � ; �7 F-yY�� 'c za ry 1 �"a'i v ❑Water/,Sewers F t s :tit :L .t r i :?' f } c n ' raI ,.-+..-_sem- __.. �rsre.. ___ .�. ♦_ ���`teG 7__.r.-:r-s...�� -� ....._�tesi«�.wE°?,_ - `^ :Y.�s_•.s.+..`ask�,:�.:3y:�!. ]ll,:d{ DESCRIPTION OF WORK TO BE PERFORMED: IAJ l (IdentificaAgn Please Type or Print Clearly) OWNR: Name "`GM4C Phone:C4 Address:)o. Ho w— CONTRACTOR Name: .S( Phone: Address: - Supervisor's Construction License: g Q(Xa ( Exp. Date:' Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$92.00 PER$100.00 OF THE.TOTALESTIMATED COST BASED ON$925.00�ER S.F. Total Project Cost: $ Q 110d� FEE: G Check No.: Receipt No.: NOTE: Persons contract ng wi h nrQg stered p1pactors do not have access to the guaranty fund j ,Signafure.of Agent/Owner _;__ . -_ .r.. r {'Slgnature`ofrcontractor- ; '#�'_ - F=� I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks ❑ Building Permit Application ❑ Certified Surveyed.Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products MOTE: All dumpster permits require sign off from Fire Departmentrior to issuance of Bldg Permit p 9 New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot p o Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products MOTE: All dumpster permits require sign off from.Fire Department prior to issuance of Bldg .Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi 1 I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Swimming Pools ❑ Tanning/MassageBody Art ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS 9 CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature 1 COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes i Planning Board Decision: Comments P Conservation Decision: Comments Water& Sewer Connection/Sig nature& Date Driveway Permit DPW Town Engineer: Signature: i Located 384 Osgood Street FIRE DEPARTMENT -Temp Dunipster on site yes no Located at 124 Main Street Fire Department signature/date 4 (`(l1�iil�iFT�TTC ' I I Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10041000 fine NOTES and DATA— For department use r Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi r Location C;?, /0 No. 60,q 2— Date TOWN OF NORTH ANDOVER • �ti;T C1,Esb 1 -46 ,, s Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ rtt7, " TOTAL $ Check#_60CS 25026 /'building Inspector Y NORTH 0 of over TO No. D2 ~- CAKE o , dover, Mass., 2— COCMICHEwICK :��• °Rareo PPF` 5 U BOARD OF HEALTH Food/Kitchen 'PERMIT T D Septic System / BUILDING INSPECTOR THIS CERTIFIES THA ..... �. A174- S'�. ........ ..... Foundation has permission to erect........................................ buildings on ���... .11�. . ..s......................................... Rough p' �' .. Chimney to be Occupied as..... .... ......:�:.�:f...�:'................................�� ............. .`..C�....�.................Ca?. provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final. this office, and to the provisions of the-Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR LESS �OS �J4 .! � UNLESS OARTS Rough ..... '-.................................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE-DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner i Street No. SEE REVERSE SIDE Smoke Det. Massachusetts- DeI a-tient of Public Safetc I Board of Buildina Regulations and Standard! Construction Supervisor License License: CS 80024 A a +tE WILLIAM DITH�THOMSON � 44 GREAANE LYNNFIELD,.-MA 01940 i Expiration: 6/18/2013 ConunisMouer Tr#: 16315 e�. 0 November 3, 2011 I Warren Parece sell one Generac 40 kw Generator Model QT04039GNSN S/N QT04039GNSN and Transfer Switch Box Model # 0047930 S/N# 4046238 To NorthSide Carting for the Sum of$8500 Warren Parece t 1 NOTES REFERENCE PLANS e 1)OWNERS OF RECORD: L.M.T.REALTY TRUST 1)PLAN ENTITLED: 'REVISED PLAN OF WESTERN INDUSTRIAL 210 HOLT ROAD PARK-NORTH ANDOVE.MA"; NORTHVOL. ANDOV00 303 LOT 2 ER,MA PREPARED BY. ROB RT G.GOODWIN.RLS DATED: JULY E1L 984;C S� Np1.1µ0� _ u VOL.9889 PG.301 LOT 3&4 SCALE: 1'-100'; NORTH ESSEX COUNTY REGISTRY OF DEEDS PLAN VOL.10373 PG.332 LOT 1 NUMBER 9572. frd 2)THE SITE IS SHOWN ON THE APPROVAL NOT REQUIRED PLAN 9< 2)THE INTENT OF THIS PLAN IS TO DEPICT THE AS-BUILT LOCATION OF IMPROVEMENTS AT ENTITLED: "PLAN OF LAND IN NORTH ANDOVER,MASSACHUSETTS,210 THE SITE ON HOLT ROAD AND ITS RELATIONSHIP TO THE BOUNDARY LINES OF THE SUBJECT HOLT ROAD'; PREPARED BY: O'NEILL ASSOCIATES; PREPARED FOR: 1 t PROPERTY AS REQUIRED FOR NEW CONSTRUCTION BY THE TOWN OF NORTH ANDOVER,MA. HOLT ROAD,LLC.SCALE: 1'-40% DATED: SEPTEMBER 11,2007; LAST f W REVISED: OCTOBER 01,2007; RECORDED OCTOBER 18,2007 AT NORTH 3)THIS AS-BUILT SURVEY WAS BASED ON A FIELD SURVEY PERFORMED IN NOVEMBER,2008 ESSEX COUNTY REGISTRY OF DEEDS AS PLAN NUMBER PL-15807.THE ( 'SITE H BY THIS OFFICE PLAN IS ENDORSED BY THE PLANNING BOARD OF NORTH ANDOVER. + 4)PRESENT ZONING: I-2 M O SETBACKS: FRONT: 50 FEET 1�'V�FyL^J0 SIDE: 50 FEET �' REAR: 50 FEET t e N 5)TAX MAP LOT NUMBERS REFER TO NORTH ANDOVER,MA PROPERTY MAPS. F�n1FI{{I E 6)BEARINGS AND COORDINATES ARE BASED ON AN ASSUMED DATUM ESTABUSHED AT TIME LAWRENCE Y o= OF SURVEY. MUNICIPAL IIY1I�� p ; AIRPORT 2 7)BOUNDARY INFORMATION TAKEN ENTIRELY FROM PLAN REFERENCED BELOW. THE TOPOGRAPHIC SURVEY,EXISTING CONDITIONS AND NON-BOUNDARY INFORMATION SHOWN N. ANDOVER =a` HEREON WAS PERFORMED BY THIS OFFICE UNDER MY SUPERVISION AND IS NOT INTENDED OR N p REPRESENTED TO BE A PROPERTY LINE OR LAND SURVEY. 8)ANY EASEMENTS,RIGHTS&RESTRICTIONS NOT SHOWN 00 NOT PRECLUED THEIR / / VICINITY PLAN NOT TO SCALE m EASTANCE.TRUE ENGINEERING,INC.DOES NOT INTEND OR REPRESENT THAT ALL RIGHTS AND EASEMENTS AFFECTING THE SUBJECT PROPERTIES ARE SHOWN.A SPECIFIC TITLE EXAMINATION / / _ ti / / \ ON00'LIB '0t•�i0/ _ - D- IS SUGGESTED TO DETERMINE THE NATURE AND EXTENT OF RIGHTS AND EASEMENTS _ AFFECTING THE SUBJECT PROPERTIES,IF ANY. C/TY OF LAKRENCE AIRPORT COMM/SS/AV 9)UNDERGROUND INFILTRATION WAS PAVED OVER AT TIME OF ASBUILT SURVEY. INVERTS SHOWN PROVIDED BY CONTRACTOR. 10)LOTS 2,3&4 WERE SITE ASSIGNED BY THE NORTH ANDOVER BOARD OF HEALTH ON / ` -- �- - - m O GO JUNE 22,2006. RIM:85.10 / RIM:9097 ` - -- - INV.OUT.,81.25 / INV.OUT 86.67 \ 4SZ_ SUMP:82.92 -45'08"E" _ _ _ ^411- -_ \ " Z ?687?' `s - / 1 1 I ~ / +•r3o.00 I Q Cl N164848£ _ I yG / RIM-10354 LIMIT OF SITE ASSIGNED NN Z Ll �2 �' I RIM:85.67 ♦ �� I RETAIN/NG WALL / p-O--O--P 9597` �-\/i \\ PROPERTY SEE NOTE 10 \ .' O S U .o - °-- "%'i6 11 I INV.OUL 81.B2 Q ya ` INV.IX/T.•99.2A 0 / ,Q rz SUMP:95.09 O _ A SUMP:,7-7.72 M / p 2 ✓ �1 RIM.-8507 p� \0 Zp1' �� _ _ D D 1 D D 72 HDPP \O \ I I \ O g 3 / INV.1N:80.91(2)(12)v O I o N14'02'28£ INV.IN;7705(18) D-\ EIB-HDPP D DD IS*HDPP _~D- „ - D D 15"HDPP RIM :o. ��0 19367' 10 INV.OUT.•77.02(18) N. \ RIM.85.75 ��/•/N// NY.•IN 97(2)(l2') y4o�o � I i \ v) OJ SUMP:77.00 Z� INV.IN.81.65(12) R/M: 90.69 "-'F--INV.IN 9911(12) RIM:105.92 DOUBLE CATCH ! V - �. / .o CS-R/M;85.J7 INV,1N.79.43(IS) INV.1N 86.04(2)(12) p f y �'1 /NV. OUT,•9250(15) �(((���'"\\\��\�- INV OUT.-100.5 BASIN \ \ .Q INV, OUT 81.50 INV. OUT'79.IJ(18) INV.1N-8289(8) Qq \ SUMP,92.40 • ., SUMP9S- RIM: 10783 0 _ SUMP: 77.J2 SUMP:7897 �1 INV.OUT ` INV.1N.86.11(15) /R/M•90.J2 INV. 6.27 .67 T / 1 INV OUT 1037 \ Y/ INV. OUT:82.74 %INV.OUT.•86.50 SUMP.BO.IJ I'. ` \0 qt q ClEOSUMP:92 s0 SUMP:81.48 \ I \ I BOLLARD\p 11 lT1M �+! I\ 2 ,R1M:99.70 I MAP 77 BLOCK 14 LOT 0 NV�ur I O OA O 9 0 O 0 12`HDPP I.� I Dee 7.77 t AC �•. o INV. h yy ��, I \ 11. \ \ 1:.: \70.30 o D r\ _ CONCRETE DUMPSTER PADS Ic�i �I� DRAINAGE 2 ti- I INVERT OUT.- 4 N EASEMENT •)� 72.23 '•) \ _�_' \ III• I 1 O ' STORMCEPTOR 1 -__ i; A RIM-87.80 -_ _ - STORMCEPTOR-2 �' _ INVERT OUT RIM:7870 / RIM:7783 � INV./N: 74.IB ' TNI✓.�1844 90'80% INV. UMP'74.73 INV. OUT 74.09 INV N:78.51 I •• S= \ , (OFFICE/MAINTENANCE I Wia \ 7T NOPP `73.93 CRAIE.•7258 \ \ EXISTING BUILDING 1111 I SUMP:6B.10 SUMP 70 Ol SUMP: 74.0936" R• g g o 1 GARAGE) HEAD'T6�NOPp- \ CONCRETE PADS 18"HDPP fr* D INV, OULJ8.22 8 IN VHDPP WALL / \ o I O HDPP _�-� � A/C D D 0 -1 SUMP:7821 • ^? 210 HOLT ROAD GAS I U1 � E 70.35 I o LEAN CLEAN // 12' D II) lC/� .OUT D::7p- D \\� _'Ce\V\\\\\\�-\�-\ -~c I , Z/� (15,000 S.F.) METER Ms I I I. W U O MAP 34 LOT 23 Mu nu q/ OUT \ I -'�-D��\ STNRWELL \ LIGHT FIXTURE(TYP) HANDICAPPED I O JO- 120 CR/STA[DI M4T 11 11�� 10.FROM ROOF D t Z 1 I. =q I I o �. s ILII PARKING 170 HOLT ROAD z 1 LIGHT FIXTURE 1 oVl nl I"� s y ') I S/GN 3 -SNVai, W 111 f`pe OL ANDOVER,MA \ CLEAN - _ \ \ 1 SI. sl I U�Y. O Y 3LV0 l/Z094B O VOL. 4901 PG 167 o OUT CLEAN OUT o 1 INVERTS/N: - _ �.\ ! Q O \ ., ',I 72.23 WASTEWATER ` III I SEPTIC I'I. -EMPLOYEES IJ I -HOLDING TANK - HI VI \ \`TANK '11\ PARK/NG I \ O J O Z SUBSURFACE' = EXISTING METAL BUILOING t A/R QI MU.8Z �I I I (PA s1r^'� i li o I STORM WA Df7EN7/ONTER I I I - FFE.' 87.9' FIL TRA 710N al SUMP79.92.OB 1 I I �.OIIER) I7 SPACES' S SYSTEM Q i J _ INFIL TRA TION I I 1`I I ! ` - c 1 I \ �C/O 4' •/ \ APPROXIMATE LOCATION 1 O I SYSTEM _ 'ro L�--z. LIGHT FIXTURE $ TOP OF - / r \ - - OF EXISTING LEACHING I 2 STONE 72.0 LEACH FIELD SEP77C _ % y ` + O )!" 0 FIELD I / - I / TANKSTAR - _ „\ STORMCEPIER 3 I ti C I - �- - - I- -4-�- 50'SETBACK(TW.) s` \ � i 5 SPACES 7RANSF MER 17 SPACES o CHAIN UNK FENCE \ 5/8 REBAR(FND) _ GA 7E � 17"HDPP I I-I- 9 SPACES /G//5 S / /////�/-sill UP 0.4' I RIM. 66.32 ro y '4 SPACES I+ s s-L--1-<-s�' 5 s IND s STOP.�y / O �EMPCOYEE� FND 3/25/08 INV.IN:6042 I' 1 L I I�J �I I` ' RIM.-76.12 ' s <a� D 1 I e�',•. O p - �-- -- Y \ I •G C O s 4"SEK'ER CINE N-"X'NOT C�O ��"s S/r+N 15'HDPP / ?D R/M: PARKING UP�,q O I \ 15"HDPP p. ��100.33 SIGN 250.00' -.- .-.uaan7 ..II \ INV. OUT60.33 /L I, STOP N /-IN IV. OUT 7277 STOP 'IENlER �D D Muo N - STOP 4 \ SI'fN\ H`uL / SUMP69./7 \. MBAR �II�GIC�O 1 \ / INV!N, 96.5 VON 12'DHOPP <f4 (�--- =_ �14 14. dOlII _ d�9 /NV OUT.- 95.7 N7J'00'48 i 9. 11`HOPP D -' I/, _ _. // c i 10691 (J") CB-RIM: 64.87 �j----0 o 573'0048 Vti --- 1 p c- -c RIM.•9522 - STCW DO i R- dole %D RIM,99.60 SIGN NOT 11 INV.IN;60.01 - / LSI INV. OU T.59.90 '%•10586' .. oHE _ n, -- -=-�- R/M.91.87 INV.WT9O.57 ;. /N✓.OUT-94.79 \ •/ ( o / ;'gN1ERM_M m c c .GGU f7�D -c 12"HOPP INV.OUT.•8782 SUMP..... 7 SUMP:90.85 M-M STON 1 \ 5/8 REBAR(FND) O _ -- - Rim.-7,114 HOLT ROAD SUMP:85.67 "' M�-M�M--M--� �y, I� � � - -- INV.OUT 69.64 \\ UP 0.4' SO PUBLIC ROW -`--` M-�M-- --M -��y , `� I n OJ II W _1y6 1 1/1 IRON PIPE(FND) STOP SUMP 6599 M M r-M FND 3/25/0 _/A-30'WIDE PAVEMENT M-M r��-"� J � LOOSE BAR M--M M--M\---M-M-- _-__ / DMH-RIM: 98.74 O UP 0.5' M A^ FT- RIM: 94.08 O ^ Q �� •\ --M_._.I _-__ ` RIM: 88.86 RIM:89.45 /NV.IN 89.17(72) -INV.IN:94.39 / FND 4/07/08 __ ` INV./NB307(12) INV.OUT 85.45 /NV. OUT,•90.J9 SUMP:81.38 INV.1N:86.90(IS) SUMP .•90.24 / O i DMH-RIM:7347 / / INV.W-84.23(15) INV.OUT,•86.45(15) Y Q U �• -`---` CS-RIM:70.27 CB-RIM:70.25 INV.IN:69.82 / /INV. OUT..80.05 SUMP:86.45 V O h INV. OUT 65.95 DMH INV. WT 65.90 INV.IN.69.36 - ` / / SUMP,79.86 SYMBOL LEGEND p W l SUMP: 6232 SUMP 62.60 INV.IN.69.70 / / INV..RIN:65.96 / / / ��./ -D- DRAIN LINE O IRON REBAR FOUND m=O INV. OUT..69.27 / \ / INV.IN.65.04 SUMP.•69.14 / INV 1N.65.64 / / -G- GAS LINE ® DRAIN MANHOLE V. ^ Q / INOUT-64.08 LIMIT OF SITE ASSIGNEQ_ N p PROPERTY SEE NOTE 10 -OHE- OVERHEAD ELECTRIC OO SEWER MANHOLE a--p--a-o GUARDRAIL ❑ CATCH BASIN N I �� _ / � < ` - - - BITUMINOUS PAVE CURB OO BOLLARD m k Z m b o GRAPHIC SCALE (` ��Uf '1 LLXL� 1V 1 ��� O SEWER CLEAN OUT IQ Q ` - - -OO- CHAINLINK FENCE Q U77LI77ES POLE (n (IN FEET) CONCRETE PAD v1 ' 1 Inch= 40 rt. , U77LITIES POLE W/LIGHT ® 1, 1 GRANITE RIP-RAP IX HYDRANT l ©2008 BY TRUE ENGINEER/NG INC. ✓OB #' 059E-000 SHEET 1 OF 1 0 QTOVO&9 67-AISN Generac GENERAL Standby Generator GENERAL INFORMATION INFORMATION Specifications SPECIFICATIONS ♦ COOLING SYSTEM ♦ GENERATOR Type ......................................................................................Closed Type.................. Synchronous Water Pump....................................................................Belt Driven ........................................ Rotor Insulation Class H ................................................................................2190 Stator Insulation....................................................................Class H Fan Speed .................................................................. Fan Diameter ....................................................................22 inches Total Harmonic Distortion <3.5% Fan Mode ..............................................................................Pusher Telephone Interference Factor(TIF)..........................................<50 Air Flow (inlet air including alternator and - Alternator Output Leads 3-phase............................................4-wire combustion air) ............................................,.............2725 ft3/min. Bearings..........................................................................Sealed Ball Coolant Capacity ........................................................(3.0 U.S.gal.) Coupling........................................................................Flexible Disc Heat Rejection to Coolant..........................................153,000 Btu/h Load Capacity (Standby Rating)..............................................40kW Maximum Operating Air Temp,on Radiator ..............60°C (150° F) Excitation System....................................................................Direct Maximum Ambient Temperature................................50°C (140° F) Generator Output Voltage/kW-60 Hz kW Amp CB Size 120/240V, 1-phase, 1.0 pf 40 167 175 FUEL SYSTEM 120/208V,3-phase, 3.0 pf 40 139 150 277/480V, 3-phase, 3.0 pf 40 60 70 Type of Fuel ........................................Natural Gas, Propane Vapor Generator Locked Rotor KVA Available Q Voltage Dip of 35% Carburetor .........................................."-'.... . .......Down Draft Single-phase or 208 3-phase ........................................:...80 Amp Secondary Fuel Regulator .....................................:..........Standard 480V, 3-phase....................................................................90 Amp Fuel Shut-off Solenoid................................,.......................Standard Operating Fuel Pressure ......................5 in.- 14 in.Water Column ♦ ENGINE Make........ ..................Generac Fuel Consumption - ft3/hr (Natural Gas) Model......................................................................................V type Exercise 25% 50% 75% 100% Cycle Load Load Load Load Cylinders and Arrangement............................................................6 �' — Displacement ......................................................................3.9 Liter 93 148 285 397 555 Bore ......................................................................................3.91 in. Stroke....................................................................................3.31 in. ♦ ELECTRICAL SYSTEM Compression Ratio ..............................................................9.1-to-1 Battery Charge Alternator............................................12V, 30 Amp Air Intake System ..............................................Natural) Aspirated p Y Naturally Batter Charger................... ..2 Am Valve Seats............................................................Precision ground Y C g ....................................... p Lifter Type ..........................................................................Hydraulic Recommended Battery................................................24F 625CCA System Voltage ....................................................................12 Volts Engine Parameters Voltage Regulator �I Rated Synchronous RPM...........:..................................60 Hz, 1800 HPat rated kW..................................................................60 Hz, 62 Type ....................................................................,.............Electronic Sensing ........................................................................Single-phase ExhaustSystem Regulation ................................................................................± 1% Exhaust Flow at Rated Output 60 Hz..................................360 cfm Features..................................................V/F Adjustable, Adjustable Voltage and Gain LED Exhaust Temperature at Rated Output..................................925°F Indicators Combustion Air Requirements (Natural Gas) Power Adjustment for Ambient Conditions Flow at rated power, 60 Hz..................................................118 cfm Temperature Duration 3%for every 10°C above°C......................................................25 Governor 1.65%for every 10°above OF ....................................................77 Type ..................................................................................Electronic Altitude Duration Frequency Regulation ..............................................................±1% 1%for every 100 m above m....................................................182 Steady State Regulation........................................................±1/2% 3%for every 1000 ft.above ft...................................................600 Adjustments: Speed ............................................................................Selectable Controller................................R-100 (OF2752E) Engine Lubrication System Typeof Oil Pump ......................................................................Gear Oil Filter ............................................................Full Flow, Cartridge Crankcase Oil Capacity....................................................4 U.S.qts. s-� r Section 1 - General Information Generac Liquid-cooled Generators GENERAL INFORMATION a NOTE: W It is essential t Depth of Base = o use the latest version of any sten- 150xBxL dard to ensure that the generator and its acces- sories comply with all the applicable standards W = Total wet weight of engine generator set in and local codes. pounds (kg). 150 = Density of the concrete (pounds per cubic The installer must comply with all applicable state foot). and local codes. 2400 = Density of concrete (kilograms per cubic foot). 1.3 GENERATOR LOCATION B = Foundation width in feet (meters). Install the generator set, in its protective enclosure L = Foundation length in feet (meters). outdoors, where adequate cooling and ventilating air always is available. Consider these factors: Suggested mixture of concrete (by volume) is 1:2:3 of Install the unit where air inlet and outlet openings cement, sand 'and aggregate with a maximum four i will not become obstructed by leaves, grass snow, inch (100mm ) slump with a 28 day compression E etc. If prevailing winds will cause blowingor drift- strength 3000 psi (200 MPa . b't P ) ing, consider using a windbreak to protect the unit. The concrete base should be reinforced with No. 8 • Install the generator on high ground where water gauge steel wire fabric, or equivalent, horizontally ' levels will not rise and endanger it. placed on 6 inch (150mm) centers. • This genset must be installed on a level surface. The base frame must be level within 1/2 inch all An alternate reinforcement method is to place No. 6 around. reinforcing bars on 12 inch (300mm) centers Kori- - Allow sufficient room on all sides of the generator zontally. Bars should clear the foundation surface a for maintenance and servicing. A good rule is to minimum of 3 inches (75mm). allow five feet of space on all sides. Consult the Retain the generator compartment to the concrete 1 installation drawing in the generator owner's man- slab with masonry bolts. Be sure the bolts are long ual for exact clearance requirements. enough to retain the compartment. • Where strong prevailing winds blow from one direction, face the generator air inlet openings into 1.4.1 COMBUSTIBLE FLOOR AND ROOF the prevailing winds. PROTECTION • Install the generator as close as possible to the If the generator must be installed on any combustible transfer switch. This reduces the length of wiring floor or roof, comply with the following rules: and conduit. • Install the generator as close as possible to the fuel • Place a layer of non-combustible insulation, fol- supply, to reduce the length of piping. HOWEVER, lowed by a layer of sheet metal beneath the unit's REMEMBER THAT LAWS OR CODES MAY REG- mounting base rails (Figure 1.1). ULATE THE DISTANCE. • Both the layer of insulation and the sheet metal must extend beyond the generator base to a dis- 1.4 GENERATOR MOUNTING AND tance of at least 12 inches (30.5 cm) on all sides. SUPPORT Figure 1.1 — Combustible Floor and Roof A CONCRETE BASE: Protection When designing a concrete base, some guidelines that should be followed are: SHEET METAL • The length and width of the concrete base should exceed the length and width of the generator by a minimum of at least 12 inches (0.305 meters) on all sides. I • The foundation depth should be sufficient to give GENERATOR the concrete base a INSULATION q weight that is equal to the MOUNTRING BASE t engine-generator set weight. I To calculate the depth of the concrete base, the fol- lowing formula may be used: 12 INCHES MINIMUM 12 INCHES l MINIMUM t Oenerac•Power Systems,Inc. 5 t i Serial Number QT TO v0 ly9G=l✓ 'S-Aj 40 kW Models • r' 1 1 GENERAC GENERAL' ovvE�—q srsTEMs A new standard of reliability r= ENERAC° POWER SYSTEMS, INC. This manual should remain with the unit.