346 TABULATION OF INFORMATION FROM QUESTIONNAIRE AND PLANS BY AMERICAN RAILWAY ENGINEERING ASSOCIATION COMMITTEE ON SHOPS AND LOCOMOTIVE TERMINALS SMEET N° 1 SECTION Mallet Mikado & 34 lot old || stall Wood block house used. O GRAFTON,WYA IZ 1100 Smaller 500060938 Cast Iron 278 16 Wood 135 166 Steel Jash Wood 18 Sheathing on I sand as firewall Indirect Sash 8020 13 Pivoted Clerestory 2-62-9 Locomotive Hoiat 49 Mallet Mikado & &O CUMBERLAND MD 31 3096 Smaller 50 104-7 109 34 Cast Iron 27-8 163 Wood 133 16-4 Steel Sash Wood 12 Planks Cone base 13-10 stalls Indirect in Monitor 88 • 13 2-6 2-932-7 20 583 J.b Cranes wood block 15 Brick 8-1 Louvres GA MACON, GA 32 8510s smaller 40 130 | 85:46° |Cast Iron 19 18.6 od 12-7 18 od sash Wood Wood block 15 Brick. 15 Sheathing Cone base 15 9 stails Indirect ventilator 60 IZ 13 225 42-3 N.J. COMMUNIPAW, NJ 34-g FROM QUESTIONNAIRE AND PLANS BY AMERICAN RAILWAY ENGINEERING ASSOCIATION COMMITTEE ON SHOPS AND LOCOMOTIVE TERMINALS RADIUS OF TURNTABLE INNER COLUMNS ACE OUTER WALL DISTANCE & INNER SHEET N, 2 &FROM INSIDE MECHANICAL HANDLING DEVICES SECTION OUTER WALL LENGTH DISTANCE TO INNER COLUMN DISTANCE TO END FROM INSIDE END FROM OUTER WALL MINIMUM DEPTH THICKNESS OF WALLS DRIVER FRONT TRAILER Santa Fe Malls t RG PUEBLO, COL. 497-2 Smaller 50 17-7106-4 30 Wood L&N. N.PROCTOR MINN Santa Fe 20 86-6 Engine 500 148-787-36 Asbests 16-915-2 Wood 14-017-6 Wood Sash Wood 7.6 Rafter Brick -Road & Sunt Reinforced Reinforced &E. E.JOLIET.ILL 1789-8aught Engine 40-0 38-11 86-1 10° Asbestos 24 6 15 2 Wood 13-0 17-5 Wood sash Concrete Concrete Concrete None Ru. Wind. Indirect Transom 54-010-921-0 2-0 1-6 Pivoted Sosh 6814 Stalls Indirect Clerestory 540 11-621-02-01-6340 None 13° Brick h 63.9 Mone. Too Small for Reinforced Rainforced Well tamped & SW TUSCON, ARIZ. 11 926me power 40-4100092-08 Ingot Iron 19:617-6 Wo 13-0 17-5 Wood Sast Concrete Concrete Dirt 114-11 Mallets. 50-0m-1114-5 12' Wood Asbest 760 16-6 Wood 13-217-6 Wood Sash Wood 12 Boards Cone base Every Sitalls Indirect Clene Story 30-012-312-3 2-3 2-93991 Loveresin Mikado & N Juring] Boards Conc base Every Stalls Indirect Clere Story 850 8-29-3 2-3 2-936-1 64-11 Monorail 7° C. PADUCAH, KY 36 988 Mikado 50-0114-698-2 2 Asbestos 260 16-6 Wood 13-717-0 Wood Sash Wood Std Light 21 100-5 Mikado 450133-91000 43 Cast Iron 236 16-6 Swing 14.0 17-1 Steel Sash Wood Nood Brick on 12'x6'Sheath Come Base 50-6107-294-9 12 Cast Iron 19.016-5 12-0 17.6 Steel Sash Concrete 1 D&M Cinders 12 Stalls Indirect in Clere Story 75-07-11 15-3 2-63-348-427-457-6 None Pivoted Sash Conc. Dase P.voted 9'Brick TABULATION OF GENERAL DIMENSIONS AND DESCRIPTIONS ENGINE HOUSE DATA Exhibit D TABULATION OF INFORMATION FROM QUESTIONNAIRE AND PLANS BY AMERICAN RAILWAY ENGINEERING ASSOCIATION COMMITTEE ON SHOPS AND LOCOMOTIVE TERMINALS SMOKE JACKS DOORS ENGINE PITS DROP PITS SMEET No4. TYPE AND SIZE 54 C. NILES, MICH 30 101-8 All Clases 50-0 146-4101-26 Cast Iron 21-516-1 wood 14-216-2 Wood Sash Ram Conc. 2x6 Board Concrete Heavy Pac Mikado & RADIUS OF TURNTABLE FACE OUTER WALL INNER COLUMNS TURNTABLE TO DISTANCE & INNER DISTANCE OG TRACK ANGLE 6° 44 ·Bearing Steel &N PARIS, TENN. 141004 Switch 37-0025-10100-0 40 Cast Iron 28-1116-0 Wood 14-016·0] Steel Sash Column T&G Concrete None 13' Brick between 11-12 20-21 VENTILATION Direct Pivoted Jash 65-015-020-02-83-049-526-0 10T. Traveling Cro Swing Stalls Direct Louvres 87015-011-03-02-246031-0 None Heavy Y.C WATER TOWN, NY 30 125-6 Passenger 500 176-5125-048 Asbestos 34-616-0 Wood 14-417-2 Wood Sash Wood 13° Brick Pivoted Sash Indirect in Monitor 89 9-0 77 03-01-848-037-789 0 Monorail Rothe word Wood Concrete 10°TC Wall) • Monitor 19-08-6 8-0 2-6 2-0 52-234-2 None 8° 18 Monitor &W U.S. Std. Wood Lime Stone 2 13 Brick 6 Sheathing Screenings in Circle Salamanderinlere Story18-02-014-6 3-9 2-0 6-8116-1174-1 Crane [41-3] SECTION 350 RAILROAD TABULATION OF INFORMATION FROM QUESTIONNAIRE AND PLANS BY AMERICAN RAILWAY ENGINEERING ASSOCIATION COMMITTEE ON SHOPS AND LOCOMOTIVE TERMINALS PENN STANDARD 116 750 135915-10 30 None Wood 15-317-4 Steel sash Steel. Concrete Concrete Mone VENTILATION LENGTH DISTANCE TO INNER COLUMN DISTANCE TO END FROM END FROM INSIDE OUTER WALL MINIMUM DEPTH THICKNESS OF WALLS DRIVER FRONT TRAILER DEVICES • FROM INSIDE MECHANICAL DISTANCE TO OUTER WALL HANDLING Proted Sash Indirect chere Mary 866 10-10 19:3 2-6 Z 26 943-5] Crane SECTION PM. PLYMOUTH, MICH 15 109-11 Freight 50 153 31096] 6° Asbestos 24-6 17 Wood 15' 17-6 Steel Sash Wood (NEW BUFFALO) 13 Brick PM. DETROIT, MICH 16 040 Freight 45-5119-31006 7° Asbestos 16-916-8 Wood 13-617-6 Wood Sash Wood Wood Cinders 869 Stalls Direct Pivoted Jasb 76' 12:3 12 367-5 None P&R. PHILADELPHIA PA IG 109ching 50 120 109-923 Telescopic 17-9 P&R RUTHERFORD,PA 19 783 Switching 50 85 77-6 27 Cast Iron 15 650 Wood 12-10 16 Wood Jash Wood 55 Cast Iron Concrete 13-6 16·3 Steel Sash Concrete & Tile Concrete. None Indirect Pivoted Jash 71-011-6 10-3 2-91-640-61 65·2 Jib Cranes 9° 2 Wood on 11.6" Boards Cinders None Indirect Riveted Sash 58 10-69-62-9613001 45-01 Jib Cranes 130 92-7 ZZ Asbestos 21-0 17-4 Wood 13-6 17 Wood Jash Concrete Concrete Brick None Nons Sesh in Clere Story 74 4' 146 3 2:3 38' 29 None Monitors Santa Po SOU. POMONA,N.C. 1899-5 5° Smaller 50 354 993 43 Cast Iron 19-1" 16-3 Wood 12-6 17 Steel Sash Concrete & Tile Indirect Proted Sash 70 16-6 13-0 2-10 2-647-046-7 None 46 45 10 953 35 obestos 29-9 17 Wood 15-3 10' Steel Josh Wood |