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Welcome to the SurreyNewtonGuildford LRT Project This is the third stage of engagement on this important Project. Be part of the LRT planning by providing your feedback on: Updated designs Construction

TM ETRS-TM35FIN-ETRS89 WTG

Noise calculation model: ISO 9613-2 General Wind speed: 8,0 m/s Ground attenuation: General, Ground factor: 0,4 Meteorological coefficient, C0: 0,0 db Type of demand in calculation: 1: WTG noise is compared

Table of Contents... Premium Aluminum Sections... Vertical Section... Horizontal Section... Stationary Casement Vertical Section...

TABL OF CONTNTS Table of Contents.......................................... Premium Aluminum Sections................................ Vertical Section...................................... Horizontal Section....................................

High Pressure Ball Valves

High Pressure Ball Valves 79 Valve Options Reliable, simple, operation for on-off service Fast acting, one quarter turn fully opens or closes the valve Maximum performance, straight through flow for minimum

6-3 [D5A0] WIRING DIAGRAM. 5. Wiring Diagram. 5. Wiring Diagram A: POWER SUPPLY ROUTING SU01-04A

6-3 [D5A0] WIRING DIAGRAM A: POWER SUPPLY ROUTING SU01-04A 12 WIRING DIAGRAM [D5A0] 6-3 SU01-04B 13 6-3 [D5A0] WIRING DIAGRAM No. Load No. Load MB-1 MB-2 MB-3 MB-4 MB-5 MB-6 MB-7 MB-8 MB-9 MB-10 SBF-7

11/18/2014 Property Detail

Block: 260 Prop Loc: 3424 WINCHESTER AVE Owner: MIRANDA, AMADEU & ADELIA Square Ft: 6473 Lot: 1 District: 0102 ATLANTIC Street: 325 MORGANVILLE RD Year Built: 1935 Qual: : 4C City State: MATAWAN, NJ 07747

BUILDING FOUR ±245,094 SF OFFICE/WAREHOUSE ON ±28.71 ACRES COMPAQ CENTER DRIVE WEST HOUSTON, TX TOMBALL PARKWAY HWY 249 COMPAQ CENTER DRIVE

BUILDIN FOUR ±2,094 SF OFFICE/WAREHOUSE ON ±28.71 ACRES 11177 COMPAQ CENTER DRIVE WEST HOUSTON, TX TOMBALL PARKWAY HWY COMPAQ CENTER DRIVE Nt Rntabl Ara Divsibl Offic Ara Warhous Ara ±2,094 Total SF Ys,

Supply and exhaust ventilation of various premises. Formation of flat air ductworks.

Flt ut Applition Supply n xhust vntiltion o vrious prmiss. Formtion o lt ir utworks. M o whit PVC. Siz: 55x110, 60x122, 60x204 mm. ut lngth rom 350 to 2500 mm. Connt with mthing onntors. 1 1 50035 55 110

EQUIPMENT LINE CARD WE RE READY WHEN YOU ARE. EQUIPMENT LINE CARD RENT-CAT

EQUIPMENT LINE CARD WE RE READY WHEN YOU ARE. EQUIPMENT LINE CARD 1-800-RENT-CAT 1 WE RENT MORE THAN JUST CAT You work hard to run your business. Let us work hard to help you. Our machines have the productivity,

SPECIAL LIGHT STRUCTURAL BEAMS

ARCH TA685.35 925 37 SPECAL LGHT STRUCTURAL BEAMS R OLLED BY LLNOS STEEL COMPANY CHCAGO, LLNOS LLNOS STEEL COMPAN Y Copyright, 925, by LLNOS STEEL COMPANY Chicago, llinois Third Edition, April st, 925,

Unit price (incl.vat) in VND Domae MCB - 1P/1P+N, 4.5kA & 6kA, 230/240V Domae MCB 1P. 4.5kA Reference 112, DOM , DOM11341

Domae MCB, RCCB P,P+N, P, P & P MCBs for control and protection of circuits against overloads and short-circuits Residential, Houses, Office applications etc... Compliance with IEC 898, C Curve Impulse

Drawing No: C Plcs. F Test Project Staatsmeisterschaft All Rights Reserved.

2 3 4 5 6 7 8 9 0 NSTRUTONS. T WLS N M N NY POSTON WT NY PROSS N T MOST LOL SQUN STRUTURL SQURNSS N JONT SS. LL T WLS R TO M NO LONR TN 0mm N PL ON T OUTS O T STRUTUR ONLY. LL WLS R TO M S NT ON RWN. 2.

M440D TOWER CRANE. Technical Data Sheet TYPICAL LOADS LOAD (T) RADIUS (m) TOWER TYPE 392 TOWER TYPE 442 TOWER TYPE 441

M4D TOWER CRANE TOWER TYPE 392 TYPICAL LOADS LOAD (T) 5 25 2.7 13.1 RADIUS (m) 12.5 22.5 65 TOWER TYPE 442 Technical Data Sheet TOWER TYPE 441 M4D RADIUS AND CAPACITY Boom Max Rad. Min WLL at Max WLL at