RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retaining Block
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5 RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retining Block A (Typ.) B (Typ.) 3D VIEW b d d c A B BAR DIAGRAM BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL LENGTH A 2'-8" (813 mm) 2'-8" (0.81 m) 10 26'-8" (8.13 m) B 3'-6" (1067 mm) 2'-0 3 4" (629 mm) 1'-8 3 4" (527 mm) 1'-4 4" 1 (413 mm) 11'-9" (3.58 m) 2 23'-6" (7.16 m) TOTAL: 50'-2" (15.29 m) *All brs #4, ASTM A615 Grde 60 (13 mm, 420 mp) 1 OF 2
6 RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retining Block 43 1/2" (1105 mm) 26 1/4" (666 mm) Min. Bend Rdius 22 3/8" (568 mm) #4 verticl brs, 32" (813 mm) long, ll inside cge (typ. of 6) TOP VIEW #4 bent hoop, bent s shown (typ. of 2) (continuous br, overlp 12" (305 mm) min., bck end) 20" (508 mm) 15 1/2" (394 mm) 26 5/8" (676 mm) 17" 432 mm 32" (813 mm) Min. Cover 1 3 4" (44 mm) 7" (178 mm) 18" (457 mm) 7" (178 mm) 4" (100 mm) di. rebr spcer (typ. of 4) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) 6" (150 mm) di. rebr spcer (typ. of 2) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) FRONT VIEW SIDE VIEW BACK VIEW Notes: 1. All br shll comply with ASTM A615, Grde 60 (13 mm, 420 MP). 2. Tie ll br intersections. 3. Mintin concrete cover of no less thn 1 inch (25 mm) over ll reinforcing steel. Actul cover vries. 2 OF 2
7 RETAINING BLOCKS Reinforcing Steel R-7236HC 72" (1,830 mm) Hollow Core Retining Block A (Typ.) B (Typ.) 3D VIEW b d d c A BAR DIAGRAM B BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL LENGTH A 2'-8" (813 mm) 2'-8" (0.81 m) 12 32'-0" (9.75 m) B 5'-12" 1 (1562 mm) 2'-0 3 4" (629 mm) 1'-6 2" 1 (470 mm) 1'-3 4" 1 (387 mm) 14'-10" (4.52 m) 2 29'-8" (9.04 m) TOTAL: 61'-8" (18.79 m) *All brs #4, ASTM A615 Grde 60 (13 mm, 420 mp) 1 OF 2
8 RETAINING BLOCKS Reinforcing Steel R-7236HC 72" (1,830 mm) Hollow Core Retining Block 63" (1600 mm) 26 1/4" (666 mm) Min. Bend Rdius Min. Cover 1 3 8" (35 mm) 20 1/4" (514 mm) #4 verticl brs, 32" (813 mm) long, ll inside cge (typ. of 8) #4 bent hoop, bent s shown (typ. of 2) (continuous br, overlp 12" (305 mm) min., bck end) TOP VIEW 20" (508 mm) 15 1/2" (394 mm) 26 1/2" (673 mm) 19 1/2" (495 mm) 14 1/2" 368 mm 7" (178 mm) 32" (813 mm) 18" (457 mm) 7" (178 mm) 6" (150 mm) di. rebr spcer (typ. of 2) 4" (100 mm) di. rebr spcer (typ. of 4) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) FRONT VIEW SIDE VIEW BACK VIEW Notes: 1. All br shll comply with ASTM A615, Grde 60 (13 mm, 420 MP). 2. Tie ll br intersections. 3. Mintin concrete cover of no less thn 1 inch (25 mm) over ll reinforcing steel. Actul cover vries. 2 OF 2
9 RETAINING BLOCKS Reinforcing Steel R-9636HC 96" (2,440 mm) Hollow Core Retining Block B (Typ.) A (Typ.) 3D VIEW b d d c A BAR DIAGRAM B BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL LENGTH A 2'-8" (813 mm) 2'-8" (0.81 m) 14 37'-4" (11.38 m) B 7'-12" 1 (2172 mm) 2'-0 3 4" (629 mm) 1'-4" (406 mm) 1'-2" (356 mm) 18'-8" (5.69 m) 2 37'-4" (11.38 m) TOTAL: 74'-8" (22.76 m) *All brs #4, ASTM A615 Grde 60 (13 mm, 420 mp) 1 OF 2
10 RETAINING BLOCKS Reinforcing Steel R-9636HC 96" (2,440 mm) Hollow Core Retining Block 87" (2210 mm) 26 1/4" (666 mm) Min. bend rdius Min. Cover 1 3 8" (35 mm) 17 5/8" (450 mm) #4 bent hoop, bent s shown (typ. of 2) (continuous br, overlp 12" (305 mm) min., bck end) TOP VIEW #4 verticl brs, 32" (813 mm) long, ll inside cge (typ. of 10) 20" (508 mm) 15 1/2" (394 mm) 26 1/2" (673 mm) 20 1/2" (521 mm) 23" (584 mm) 12" 305 mm 7" (178 mm) 32" (813 mm) 18" (457 mm) 7" (178 mm) 6" (150 mm) di. rebr spcer (typ. of 2) 4" (100 mm) di. rebr spcer (typ. of 4) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) #4 digonl brs, 32" (813 mm) long (typ. of 2) (crossed, inside cge) FRONT VIEW SIDE VIEW BACK VIEW Notes: 1. All br shll comply with ASTM A615, Grde 60 (13 mm, 420 MP). 2. Tie ll br intersections. 3. Mintin concrete cover of no less thn 1 inch (25 mm) over ll reinforcing steel. Actul cover vries. 2 OF 2
11 Typicl Dringe Detil - Cross Section Grde to drin surfce wter wy from wll Applicble for sites with groundwter well below the leveling pd elevtion nd well-drined retined soils. Drinstone (AASHTO No. 57 or equivlent) to extend t lest 12 inches (305 mm) behind 18-inch high Redi-Rock blocks Non-woven geotextile fbric t bck of XL blocks nd between drinstone nd retined soil (if specified by Engineer bsed on site soil conditions) Non-woven geotextile fbric between djcent blocks t fce (required) Fill ll void spces in nd between blocks with drinstone (AASHTO No. 57 or equivlent) Perforted pipe, grvity drin to outlet (s specified by Engineer) Crushed stone leveling pd Alternte Detil for Concrete or Impervious Leveling Pd Perforted pipe, grvity drin to outlet (s specified by Engineer) Concrete or impervious leveling pd DRAWN BY: APPROVED BY: DATE: SHEET: This drwing is for reference only. Determintion of the suitbility nd/or mnner of use of ny detils contined in this document is the sole responsibility of the design engineer of record. Finl project designs, including ll construction detils, shll be prepred by licensed professionl engineer using the ctul conditions of the proposed site. NWL JRJ 22JUN2018 TITLE: FILE: XL Typicl Dringe Detils 1 of 1 XL Typicl Drin Section dwg US 31 SOUTH, CHARLEVOIX, MI (866) ext 3010 engineering@redi-rock.com
12 Typicl Dringe Detil - Isometric View Grde to drin surfce wter wy from wll Extend geotextile over drinstone nd below surfce mterils Non-woven geotextile fbric between djcent blocks t fce (Required between ll blocks. Shown only in indicted loction for clrity.) Drinstone (AASHTO No. 57 or equivlent) to extend t lest 12 inches (305 mm) behind 18-inch high Redi-Rock blocks Non-woven geotextile fbric t bck of XL blocks nd between drinstone nd retined soil (If specified by Engineer bsed on site soil conditions. Shown cut wy.) Fill ll void spces in nd between blocks with drinstone (AASHTO No. 57 or equivlent) Crushed stone leveling pd Perforted pipe, grvity drin to outlet (s specified by Engineer) This drwing is for reference only. Determintion of the suitbility nd/or mnner of use of ny detils contined in this document is the sole responsibility of the design engineer of record. Finl project designs, including ll construction detils, shll be prepred by licensed professionl engineer using the ctul conditions of the proposed site. DRAWN BY: APPROVED BY: DATE: SHEET: NWL JRJ 22JUN of 1 TITLE: FILE: Typicl XL Dringe Detil XL Typicl Drin Iso dwg US 31 SOUTH, CHARLEVOIX, MI (866) ext 3010 engineering@redi-rock.com
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CREEK Technical Services, LLC
Technicl Services, LLC Certificte of uthoriztion No. 29824 17520 Edinburgh Dr Tmp, FL 33647 (813) 480-3421 EVLUTION REPORT FLORID BUILDING CODE, 6 TH EDITION (2017) Mnufcturer: VRITILE INC. Issued ugust
SECTION A-A
40.08 D 8 6 5 4 3 2 1 WRNING: IF THERE RE NY DISCREPNCIES ETWEEN THE CD FILE ND THE DRWING, THE DRWING WILL TKE PRECEDENCE. IF IN DOUT, SK. D C 51.1 48 20.25 18 C 23.68 15.12 NOTE: DRWER UNIT NOT INCLUDED,
Best of luck to you in all of your Inventor and design pursuits,
This PDF contains 24 detailed drawings of miscellaneous parts, to be used for practice with utodesk Inventor (or any D CD package for that matter). Some of the parts are a bit more challenging than others,
Electric underground service installation requirements
MRCH 0 Electric underground service installation requirements CLL PSE S CUSTOMER CONSTRUCTION S T -888--9 OR VISIT PSE.COM/CUSTOMERCONSTRUCTION FOR MORE INFORMTION. Builder/owner/developer responsibilities
(mω) 1. Temperature ( C) Voltage (V) ULRG1 /
Resistors Metl Strip Current Sense Resistors Surfce Mount Metl Element Current Metl Element Sense Resistor UR Series UR Current Series Sense Resistor Mke Possible Resistnce R0005 (m ) to R015 (15m ) Metl
VTC Series Video Telepresence Cart
96-01183 / rev 1b / 6-18-13 VTC Series Video Telepresence Cart ECEPTIONL SUPPORT & PROTECTION EI/TI Compliant Versatile Videoconferencing and Presentation cart designed to accommodate large displays and
631 ALLOWANES AND TOLERANCES
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DRINK,COOL DOG WATER FOUNTAIN
DRINK, COOL WTER FOUNTIN Exclusive patent-pending decorative and functional features that hydrate, cool and keep dogs safe Standard heavy duty type 304 stainless steel 10 sched. 10 main column High polished
EASTERN WATER RECLAMATION FACILITY SECONDARY CLARIFIERS 1, 2, 3 AND 4 IMPROVEMENTS
CONSTRUCTION DRWINGS FOR ESTERN WTER RECLMTION FCILITY CLRIFIERS,, ND IMPROVEMENTS DISTRICT January 0 CPITL PROJECT No. 8 PROJECT SEQUENCE No. ORNGE COUNTY MYOR TERES JCOBS BORD OF COUNTY COMMISSIONERS
DIEBOLD IN LOBBY TELLER (ILT) PORTRAIT OR LANDSCAPE INSTALLED WITH A COIN RECYCLER SIDE CAR PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 7
L2 CLL -800--600 TP-826-00. R CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE DIEBOLD 00 - IN LOBBY TELLER (ILT) PORTRIT OR LNDSCPE
330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT. 330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT (2) EACH SIDE OF SAFE CEN I SAFE ONLY
L08 CLL -800--600 R CS 0 FULL FUNCTION TERMINL " OR " DISPLY - THROUGH THE WLL 0mm (") 40mm ( 6") CEN I, CEN III GS OR CEN IV GS SFES SFE CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS
203mm (8") MAXIMUM WALL THICKNESS IN AREA OF UNIT NOTE: 203mm (8") MAXIMUM WALL THICKNESS IN AREA OF UNIT (2) EACH SIDE OF SAFE CEN I SAFE ONLY
L0 CLL -800--600 R CS 0 FULL FUNCTION VESTIBULE TERMINL " OR " DISPLY-THROUGH 0mm ( MXIMUM WLL 40mm ( 6") CEN I, CEN III GS or CEN IV GS SFES SFE ( 6 ") CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR
4: YR WSEL= :1 7'X18' TYPE M SOIL RIPRAP 2D50=24" % 4:1 4.0%
' X ' TYPE M RIPRP URVE TBLE URVE # DELT RDIUS LENGTH HORD DIRETION HORD LENGTH LF~" RP 9 EFFETIVE FLOODPLIN LIMITS USTOM STRUTURE (SEE DETIL ON SHT PD) LF~" RP N:,,6 E:,, STM OS- POND STRUTURE INV OUT:
PRODUCT INFORMATION PACKET
PRODUCT INFORMTION PCKET Model No: 145THFR5329 Catalog No: Y368 2,1800,TEFC,145TC,3/60/230/460 1000:1 peed Ratio Regal and Marathon are trademarks of Regal Beloit Corporation or one of its affiliated companies.
SHEET 1 OF 6
REVISIONS REV DESCRIPTION CHG.NO. PP'D DTE SENSOR WELD NECK MOUNTING FLNGE & WELD FTG. (FCTORY WELDED) VILBLE IN SME B16.5 RF & RTJ, ND EN 1092-1 RF. REFER TO TBLE 1 ON SHEET 2 OR FOR S ND DIMENSIONS NEW
Special School District of South County North County Technical High School Welding Lab Renovation 1700 Derhake Road St. Louis, Missouri 63033
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Aluminium Floor Outlets - Trapped Outlets
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UPS Pure Sinewave UPS
UPS Pure Sinewve UPS USR S MANUAL 1.6K / 3.2K / 5KVA 6.4K / 8K/ 10KVA 1. INTRODUCTION 1. 1.1 Generl Description This UPS, powerful ll-in-one solution, delivers unsurpssed clen true sine wve output power
SITE PLANS ASSISTED LIVING REDEVELOPMENT
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DETAIL - FACADE SCREEN
C D E general notes: ll dimensions are given in millimeters, unless otherwise specified. 0_DD Do not scale drawings. ll dimensions to be verified on site before construction commences. 9 Contractors to
CITY OF TAKOMA PARK, MARYLAND
, MRYLN IORETENTION FCILITY WITH ( OPTION-2) IORETENTION WITH OVERFLOW RINGE SYSTEM TITLE N GENERL NOTES NTS Sept 8,207 RWING SW- No. IORETENTION FCILITY WITH ( OPTION-2) NTS TITLE N GENERL NOTES PPROVE
COIN DISPENSER SIDE CAR FOR INSTALLATION NEXT TO DIEBOLD IN LOBBY TELLER (ILT) PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 7 CALL
SIDE CR FOR INSTLLTION NEXT TO DIEBOLD 00 - IN LOBBY TELLER (ILT) L2 CLL -800--600 CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE
Roller and ball bars for easy and safe die change
Roller nd bll brs for esy nd sfe die chnge T-slot tolernces cc. to DIN 6 b c h n min. mx. mx. 8 H8 + +,6 H8 37 +3 +,6 8 H8 +4 0 + 48 56,6 H8 56 +4 5 +3 6 7,5 Dimensions in mm h min. = smllest dimension
STANDARD AND FULL HEIGHT - REAR LOAD - WITH 40mm (1 16") CEN I, CEN III GAS or CEN IV GAS SAFES
L STNDRD ND FULL HEIGHT - RER LOD - WITH 0mm ( 6") "LL DIMENSIONS ND DESIGN CRITERI PGE OF 8 FRONT - STNDRD HEIGHT SEE PGES and FOR CS 00 STNDRD HEIGHT DETILS FRONT - FULL HEIGHT SEE PGES and FOR CS 00
Series 250 Type and Type Pneumatic Control Valves Type 3251 Globe Valve
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C5 Series A/V Credenza Rack
96-01138 / rev 3a / 10-17-13 C5 Series /V Credenza Rack EXCEPTIONL SUPPORT & PROTECTION EI/TI Compliant Unique Design with Integrated Thermal Management Simplifies System Design and Minimize Delays Features
THE OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION JMES W. SHOCKNESSY OHIO TURNPIKE OHIO TURNPIKE ND INFRSTRUCTURE STNDRD DRWINGS S- CB- CB-2 CB-3 CB-4 CB-5 09-9-8 09-9-8 09-9-8 CBR- CBR-2 CBR-3 06-25-07 09-9-8
Installation Instruction
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Solenoid Pilot Operated Directional Control Valve
efore using the product, plese check the guide pges t the front of this ctlog. http://www.dikinpmc.com/en/ Solenoid Pilot Operted Directionl Control Vlve Fetures hese models relize high-pressure lrge-flow-rte
WARNING: IF THERE ARE ANY DISCREPANCIES BETWEEN THE CAD FILE AND THE DRAWING, THE DRAWING WILL TAKE PRECEDENCE. IF IN DOUBT, ASK.
28.48 DJUSTLE 5.64 19.78 DJUSTLE D 8 7 6 5 4 3 2 1 20.37 WRNING: IF THERE RE NY DISCREPNCIES ETWEEN THE CD FILE ND THE DRWING, THE DRWING WILL TKE PRECEDENCE. IF IN DOUT, SK. D 51.80 48.00 9.57 C C 18.00
CONSTRUCTION PLANS for ABBREVIATIONS ELEVATION
R VISC OU HIGBY LNDING OLD BO HGT ROUGH S H PP Y LNDING DRIVE B PT IST SEION, TOWNSHIP SOUTH, RNGE 66 WEST OF THE 6TH P.M., EL PSO COUNTY, COLORDO ROLLER COSTER NT SH H RO R D COLONIL P RK D ROLLER COSTER
11 263/ Radial Piston Pump Model R4 /Series 2X Fixed Displacement. Ordering Code 1 PF 1 R4 2X R Replaces:
ize.60 to 0.00 Rdil iston ump Model R4 /eries X Fixed Displcement 0,0 I (00 br).9 in /rev (9.4 cm /rev) RA 6/0.9 RA 6/0.9 Replces: 06.89 K 6/ Rdil piston pump with 0 pistons nd prllel shft Chrcteristics:
RPEA3-06. Functional Description HA /2011. Directional Control Valves Solenoid Operated with 8W Coil. Replaces HA /2007
Directionl Control Vlves Solenoid Operted with 8W Coil RPEA3-06 0/20 Size 06 (D 03) 350 br (5076 PSI) 80 L/min (2 GPM) Replces 2/2007 /3-, /2- wy directionl control vlves Enclosure type to IP65 Push button
MPC COBRA SERIES. Manually Programmable Cylindrical Lock D
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Solenoid Pilot Operated Directional Control Valve
Contct Detils efore using the product, plese check the guide pges t the front of this ctlog. http://www.dikinpmc.com/en/ For ltest informtion, PDF ctlogs nd opertion mnuls Solenoid Pilot Operted Directionl
PRODUCT INFORMATION PACKET
PRODUCT INFORMTION PCKET Model No: 213THT8038 Catalog No: Y565 7 1/2,1800,TENV,213TC,3/60/230/460 2000:1 With Encoder Provision Regal and Marathon are trademarks of Regal Beloit Corporation or one of its
NOT FOR CONSTRUCTION PROJECT LOCATION EXTENSION & STRENGTHENING OF THE MCT QUAY AT PORT LOUIS HARBOUR DETAILED DESIGN PROJECT LOCATION PLAN
DRWINGS NOTES:. FOR OVERLL GENERL RRNGEMENTS REFER TO DRG. G-2 TO G-23. 2. FOR TYPICL SECTIONS REFER TO DRG. WS-9 & WS-20. PROJECT LOCTION PROJECT LOCTION OIL JETTY FORT GEORGE CEB TERRE ROUGE ESTURY FORT
CADDENS HILL - STAGE 5 CONSTRUCTION CERTIFICATE PROPOSED ROAD & DRAINAGE WORKS DA 17/0099
CDDE HILL - STGE 5 COTRUCTION CERTIFICTE PROPOSED ROD & DRINGE WORKS D 17/0099 O'CONN ELL STR E LL LNE ET O'CONNE STGE 5 STTE RCHIVES Plotted: ugust 22, 2017 File Name: J:\110358 - OConnell Lane, Caddens\04
9900 IN LOBBY TELLER - (ILT) PORTRAIT AND LANDSCAPE DISPLAY PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 6 CALL
00 IN LOBBY TELLER - (ILT) PORTRIT ND L CLL -800--600 40mm ( 6") CEN I / CEN III GS / CEN IV GS SFES CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND
450DIA STATION BY-PASS CONNECTION c/w 450DIA KNIFE GATE ISOLATION VALVE AND BLIND FLANGE C.L. OF PUMP REMOVAL MONORAIL BEAM OPENING ABOVE
3 87.43 m 3 P7 P7 3 VIC COUPLING (TYP. 6) PRESSURE INDICTOR c/w ISOLTION VLVE T SPRINGLINE ND 5DI DRIN ND VLVE T INVERT (TYP.3) 45DI STTION Y-PSS CONNECTION c/w 45DI KNIFE GTE ISOLTION VLVE ND LIND FLNGE
Decor Radiators Baseboard
Decor Rditors Bsebord Pedestl 11 (with fins) Avilble in outputs from 1,561 to 10,282 Btu/hr; 2, nd 4 tubes high. 28 (igh Output, with fins) Avilble in outputs from 5,05 to 19,552 Btu/hr; 2 nd 4 tubes high.
R3( )RS: CALL OUT LAMPS FOR MURALS. EXISTING THEATRE REMOVE AND DISCARD CHANNEL LETTERS WITH NEON ILLUMINATION
RSN 688469 1 of 10 DEIE MOLTZ pproval / Revision / R1 (9-6-1)RS: SPRED OUT SPCING ITEM, MOVE EXISTING THETRE ERIL PHOTO - PLN VIEW OF EXISTING THETRE N.T.S. N.T.S. R4(10-18-1)RS: ENLRGE ITEM TO STD. SIZE.
7SP. Stainless Steel Pump AMERICAN STAINLESS PUMPS STAINLESS STEEL PUMPS FOR THE COMMERCIAL MARKETPLACE
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Appendix E Head and Valve Assembly Details All D-Style Models 351
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LU-0515ASC. ALUMINUM 5 ROW x 15'-0" - UNIVERSAL SERIES MODEL CS.1 OPTIONS: -RB = RUBBER BUMPERS -MS = MUD SILLS 6" RISE / 12" SEAT 5 ROW BLEACHER
LUMINUM 5 OW x 5'-0" - UNIVESL SEIES MODEL OPTIONS: -B = UBBE BUMPES -MS = MUD SILLS 4/4/07 CS. OPTIONL -MS (MUD SILL) OPTIONL -B (UBBE BUMPE) COVE SHEET 80 Sydney oad 80 Sydney oad 5'-0" '-6" TYP. OVEHNG
Solenoid controlled pilot operated directional control valves DG5S-10
Solenoid controlled pilot operted directionl control vlves DGS- - Model Code ( F )- D G S - - A( L )-( )( )-( T )- P - T - - JA - M 7 Hydrulic fluid Omit: minerl oil sed fluid, wter-glycol sed fluid F:
Series 900H Hydraulic Crane 27 Ton Load Ratings
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Corsica MONTROSE 2/20/2007 MONTROSE 1 TITLE PAGE
NESP ENTERPRISES INC. 2800 Richter ve. Suite C Oroville, C 95966 Office: (530) 534-990 ax: (530) 534-995 E-Mail: sales@tiledspas.com Web Site: www.tiledspas.com *LL DIMENSIONS SUBJECT TO /4" TOLERNCES*
tel. +44 (0) 28 37 518111 fx +44 (0) 28 37 528181 e.mil sles@technidrive.co.uk points for considertion when shft mounting direct drive ger units. modern hollow bore output hub ger units lend themselves