Industrial Hall DWG Block for AutoCAD

Complete Structural Drawings

Drawing labels, details, and other text information extracted from the CAD file:

the connction and brought to a snug-tight condition, by the, initial operation,all bolts in the connection shall be tightened, over all in length, except otherwise specified., notes:, except otherwise specified., full effort of a man using an ordinary spud wrench such, conform to astm standards., and testing shall conform to aws standards., is as follows: bolts shall be installed in all holes of, that the connection is fully compacted. following this, of pretensioing procedure see special specifications., otherwise specified., and nuts., should be provided according to site instruction., wind direction, true north, plant north, conventional, checked by:, date:, approved by:, project:, for:, date, rev., scale:, drawn by:, description:, drawing no., project no., consulting engineers, amendments, purlin, section, var, detail, back gouge, or gusset plate, iii, stiffener, note:, stiffeners, cl.o.tie beam, welding second plate., rafter bracing details, sloped washer, view, wall post, part of, key plan, end framing on axis, side framing on axis, fixed onb ground slab, frame axis, column, end plate, flange, typical weld details of plates, axes wall post, axes frame, material schedule, pos, spec., shape, no., cont., box

Raw text data extracted from CAD file:

- 0 1 \A1;1000 \A1;12000 \A1;9765 \A1;1866 \A1;366 \A1;11997 \A1;1000 \A1;467 \A1;1467 \A1;1924 \A1;1512 \A1;5725 \A1;550 \A1;900 \A1;1450 \A1;10225 \A1;550 \A1;1400 \A1;1950 \A1;50 \A1;75 \A1;125 \A1;50 \A1;75 \A1;87.5 \A1;200 \A1;87.5 \A1;375 \A1;62.5 \A1;62.5 \A1;100 \A1;100 \A1;75 \A1;150 \A1;175 \A1;5x240=1200 \A1;100 \A1;125 \A1;175 \A1;2000 \A1;50 \A1;75 \A1;125 \A1;50 \A1;75 \A1;62.5 \A1;62.5 \A1;50 \A1;5x75=375 \A1;1000 \A1;15 \A1;1000 TO 1512 \A1;1030 TO 1542 \A1;15 \A1;375 \A1;8 \A1;225 \A1;150 \A1;150 \A1;225 \A1;750 \A1;150 \A1;75 \A1;450 \A1;150 \A1;75 \A1;200 \A1;25 \A1;25 \A1;170 \A1;30 \A1;200 \A1;30 \A1;170 \A1;200 \A1;160 \A1;20 \A1;120 \A1;160 \A1;20 \A1;20 \A1;25 \A1;VAR \A1;VAR \A1;25 \A1;375 \A1;10 \A1;20 \A1;1000 \A1;1040 \A1;20 \A1;375 \A1;8 \A1;50 \A1;5x75=375 \A1;150 \A1;375 \A1;80 \A1;80 \A1;50 \A1;75 \A1;125 \A1;50 \A1;75 \A1;62.5 \A1;62.5 \A1;8x165=1320 \A1;1815 \A1;375 \A1;100 \A1;100 \A1;80 \A1;75 \A1;220 \A1;120 \A1;50 \A1;75 \A1;125 \A1;50 \A1;75 \A1;87.5 \A1;200 \A1;87.5 \A1;375 \A1;62.5 \A1;62.5 \A1;100 \A1;100 \A1;75 \A1;150 \A1;175 \A1;3x~233=700 \A1;100 \A1;125 \A1;175 \A1;1500 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;350 \A1;350 \A1;15° \A1;15° \A1;20 \A1;20 \A1;350 \A1;20 \A1;400 \A1;40 \A1;85 \A1;40 \A1;85 \A1;250 \A1;40 \A1;85 \A1;40 \A1;85 \A1;250 \A1;10 \A1;55 \A1;65 \A1;10 \A1;55 \A1;65 \A1;20 \A1;20 \A1;350 \A1;20 \A1;400 \A1;400 \A1;20 \A1;20 \A1;300 \A1;6000 \A1;6000 \A1;5576 \A1;6000 \A1;6471 \A1;400 \A1;20 \A1;20 \A1;300 \A1;20 1-ALL STEEL PARTS SHALL CONFORM TO ASTM A36 OR EQUIVALENT, 5-ALL STEEL PARTS INCLUDING BOLTS, NUTS AND WASHERS SHALL 6-ALL WELDING WORKMANSHIP, TECHNIC, QUALIFICATION, INSPECTION 7-ALL A490 BOLTS SHALL BE PRETENSIONED.THE Min. REQUIREMENT THE CONNCTION AND BROUGHT TO A SNUG-TIGHT CONDITION, BY THE INITIAL OPERATION,ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED 3-HARDENED WASHERS SHALL BE USED TOGETHER WITH ALL BOLTS 1-ALL THE PLATE INTERSECTIONS SHOULD BE WELDED OVER ALL IN LENGTH, EXCEPT OTHERWISE SPECIFIED. NOTES: 2-ALL BOLTS ARE HIGH STRENGTH A490 OR EQUIVALENT,EXCEPT EXCEPT OTHERWISE SPECIFIED. FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH SUCH 4-ALL WELDING ELECTRODES ARE E60XX OR EQUIVALENT. ELECTRODES CONFORM TO ASTM STANDARDS. AND TESTING SHALL CONFORM TO AWS STANDARDS. IS AS FOLLOWS: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THAT THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS FURTHER BY 1/2 TURN MORE ROTATION. FOR COMPLETE INSTRUCTIONS OF PRETENSIOING PROCEDURE SEE SPECIAL SPECIFICATIONS. OTHERWISE SPECIFIED. AND NUTS. SHOULD BE PROVIDED ACCORDING TO SITE INSTRUCTION. 8-A490 BOLTS SHALL NOT BE REUSED AFTER PRETENSIONING. 3-FOR DIMENSIONS AND TYPE OF BOLTS SEE DWG. No 2-Min. SIZE OF WELD IS 6 EXCEPT OTHERWISE SPECIFIED. ATTENTION! \A1;100 \A1;30 \A1;45° \A1;120 \A1;100 \A1;30 \A1;45° \A1;120 \A1;120 \A1;45° \A1;20 \A1;120 \A1;20 \A1;20 \A1;15° \A1;45° \A1;20 \A1;120 \A1;20 \A1;20 \A1;15° \A1;120 \A1;20 \A1;40 \A1;120 \A1;160 \A1;60 \A1;120 \A1;60 \A1;402 \A1;763 \A1;687 \A1;1305 \A1;1475 \A1;862 \A1;1000 \A1;11800 \A1;1000 \A1;326 \A1;1326 \A1;698 \A1;8298 \A1;9615 \A1;1498 \A1;275 \A1;275 \A1;75 \A1;5570 \A1;40 \A1;5576 \A1;3271 \A1;3454 \A1;6000 \A1;20073 \A1;10250 \A1;8188 \A1;3500 \A1;2500 \A1;55 \A1;5570 \A1;5570 \A1;5570 \A1;5570 \A1;5570 \A1;13x1010=13130 \A1;11x1020=11220 \A1;271 \A1;10x1020=10200 \A1;200 \A1;275 \A1;275 \A1;275 \A1;275 \A1;275 \A1;5610 \A1;5610 \A1;5610 \A1;5610 \A1;5610 \A1;5750 \A1;13262 \A1;3500 \A1;1060 \A1;1636 \A1;401 \A1;557 \A1;200 \A1;19x1070=20330 \A1;9x1000=9000 \A1;229 \A1;275 \A1;275 \A1;275 \A1;275 \A1;275 \A1;275 \A1;300 \A1;600 \A1;300 \A1;300 \A1;600 \A1;300 \A1;32781 \A1;58000 \A1;25219 \A1;9875 \A1;10243 \A1;1000 \A1;950 \A1;8327 \A1;368 \A1;1471 \A1;479 \A1;1950 \A1;1516 \A1;1975 \A1;1916 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;32781 \A1;25219 WIND DIRECTION TRUE NORTH PLANT NORTH CONVENTIONAL C B A \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;32781 \A1;25219 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;84000 \A1;32781 \A1;25219 \A1;6000 \A1;300 \A1;800 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;32781 \A1;25219 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;32781 \A1;25219 \A1;300 \A1;300 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;32781 \A1;25219 \A1;800 \A1;300 \A1;6000 \A1;10 \A1;480 \A1;500 \A1;10 \A1;200 \A1;8 \A1;15 \A1;470 \A1;500 \A1;15 \A1;250 \A1;8 \A1;20 \A1;460 \A1;500 \A1;20 \A1;250 \A1;8 \A1;15 \A1;470 \A1;500 \A1;15 \A1;200 \A1;8 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;3000 \A1;6x1000=6000 \A1;347.5 \A1;300 \A1;1900 \A1;1900 \A1;1000 \A1;3000 \A1;300 \A1;300 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;3000 \A1;300 \A1;347.5 \A1;1900 \A1;1900 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;1000 \A1;1900 \A1;1900 \A1;3000 \A1;3x1000=3000 \A1;347.5 \A1;300 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;3000 \A1;300 \A1;1000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;1000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;3000 \A1;347.5 \A1;1900 \A1;1900 \A1;300 \A1;300 \A1;20 \A1;45 \A1;300 \A1;347.5 \A1;300 \A1;300 \A1;100 \A1;700 \A1;100 \A1;30 \A1;45° \A1;120 \A1;100 \A1;30 \A1;45° \A1;120 \A1;40 \A1;120 \A1;40 \A1;200 \A1;100 \A1;100 \A1;200 \A1;480 FOR AXIS A \A1;MiN.50 \A1;175 \A1;175 \A1;100 \A1;75 \A1;350 \A1;75 \A1;75 \A1;150 \A1;800 \A1;20 \A1;100 \A1;140 \A1;60 \A1;120 \A1;60 \A1;40 \A1;148 \A1;23 \A1;161 \A1;97 \A1;100 \A1;100 \A1;50 \A1;75 \A1;125 \A1;50 \A1;200 \A1;250 \A1;88 \A1;160 \A1;46 \A1;206 \A1;45° \A1;3 \A1;3 \A1;45° \A1;3 \A1;3 \A1;3 \A1;2 \A1;45.00° \A1;84000 \A1;90000 \A1;20 \A1;20 \A1;350 \A1;20 \A1;58000 \A1;58000 \A1;58000 \A1;58000 \A1;58000 \A1;58000 \A1;90000 \A1;84000 \A1;84000 \A1;90000 \A1;84000 \A1;84000 \A1;84000 \A1;84000 \A1;90000 \A1;10 \A1;480 \A1;500 \A1;10 \A1;200 \A1;8 \A1;15 \A1;470 \A1;500 \A1;15 \A1;200 \A1;8 \A1;15 \A1;470 \A1;500 \A1;15 \A1;250 \A1;8 \A1;15 \A1;470 \A1;500 \A1;15 \A1;200 \A1;8 \A1;10 \A1;480 \A1;500 \A1;10 \A1;200 \A1;8 \A1;2940 \A1;6471 \A1;700 \A1;700 \A1;700 \A1;700 \A1;700 \A1;300 \A1;300 \A1;100 \A1;75 \A1;75 \A1;75 \A1;75 \A1;150 \A1;150 \A1;300 \A1;150 \A1;150 \A1;300 \A1;600 \A1;150 \A1;150 \A1;300 \A1;90 \A1;50 \A1;140 \A1;90 \A1;50 \A1;140 \A1;50 \A1;75 \A1;125 \A1;50 \A1;75 \A1;62.5 \A1;62.5 \A1;72.5 \A1;7x165=1155 \A1;1300 \A1;375 \A1;72.5 \A1;100 \A1;100 \A1;1000 \A1;450 \A1;1450 \A1;7189 \A1;7591 \A1;6286 \A1;619 \A1;700 \A1;50 \A1;5x75=375 \A1;150 \A1;50 \A1;5x75=375 \A1;500 \A1;500 \A1;1000 \A1;1258 \A1;290 \A1;300 \A1;210 \A1;210 \A1;300 \A1;300 \A1;275 \A1;1675 \A1;1387.5 \A1;200 \A1;200 \A1;150 \A1;150 \A1;275 \A1;275 \A1;100 \A1;557 \A1;404 \A1;150 \A1;50 \A1;5x75=375 \A1;500 \A1;1000 \A1;50 \A1;160 \A1;300 \A1;300 \A1;1175 \A1;300 \A1;160 \A1;887.5 \A1;160 \A1;150 \A1;150 \A1;500 \A1;5x75=375 \A1;275 \A1;580 \A1;324 \A1;32781 \A1;58000 \A1;25219 \A1;7000 \A1;2500 \A1;3000 \A1;5000 \A1;5000 \A1;5550 \A1;5800 \A1;350 \A1;350 \A1;350 \A1;3000 \A1;16x1000=16000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6500 \A1;3719 \A1;2281 \A1;255 \A1;62.5 \A1;255 \A1;255 \A1;255 \A1;62.5 \A1;40 \A1;85 \A1;40 \A1;85 \A1;250 \A1;40 \A1;85 \A1;40 \A1;85 \A1;250 \A1;10 \A1;55 \A1;65 \A1;10 \A1;55 \A1;65 \A1;10 \A1;480 \A1;500 \A1;10 \A1;200 \A1;8 %%151PE 400 %%151PE 360 %%151PE 330 %%151PE 300 %%151PE 270 %%151PE 240 %%151PE 220 %%151PE 200 %%151PE 180 %%151PE 160 %%151PE 140 %%151PE 120 %%151PE 100 %%151PE 80 CHECKED BY: DATE: APPROVED BY: PROJECT: FOR: DATE BY REV. SCALE: DRAWN BY: DESCRIPTION: DRAWING NO. PROJECT NO. CONSULTING ENGINEERS AMENDMENTS T60x60x7 T70x70x8 T80x80x9 T90x90x10 T100x100x11 T120x120x13 T140x140x15 AMENDMENTS CONSULTING ENGINEERS PROJECT NO. DRAWING NO. DESCRIPTION: DRAWN BY: SCALE: REV. BY DATE FOR: PROJECT: APPROVED BY: DATE: CHECKED BY: %%166 40 %%166 50 %%166 60 %%166 70 %%166 80 %%166 90 %%166 100 %%166 110 %%166 120 %%166 150 %%166 180 %%166 200 %%150 400 %%150 380 %%150 350 %%150 320 %%150 300 %%150 280 %%150 260 %%150 240 %%150 220 %%150 200 %%150 180 %%150 160 %%150 140 %%150 120 %%150 100 %%150 80 %%150 65 %%150 60 %%150 50 CHECKED BY: DATE: APPROVED BY: PROJECT: FOR: DATE BY REV. SCALE: DRAWN BY: DESCRIPTION: DRAWING NO. PROJECT NO. CONSULTING ENGINEERS AMENDMENTS %%151PB 100 %%151PB 120 %%151PB 140 %%151PB 400 %%151PB 360 %%151PB 340 %%151PB 320 %%151PB 300 %%151PB 280 %%151PB 260 %%151PB 240 %%151PB 220 %%151PB 200 %%151PB 180 %%151PB 160 CHECKED BY: DATE: APPROVED BY: PROJECT: FOR: DATE BY REV. SCALE: DRAWN BY: DESCRIPTION: DRAWING NO. PROJECT NO. CONSULTING ENGINEERS AMENDMENTS %%151PE 400 %%151PE 360 %%151PE 330 %%151PE 300 %%151PE 270 %%151PE 240 %%151PE 220 %%151PE 200 %%151PE 180 %%151PE 160 %%151PE 140 %%151PE 120 %%151PE 100 %%151PE 80 CHECKED BY: DATE: APPROVED BY: PROJECT: FOR: DATE BY REV. SCALE: DRAWN BY: DESCRIPTION: DRAWING NO. PROJECT NO. CONSULTING ENGINEERS AMENDMENTS 8 8 8 \A1;158 \A1;40 \A1;50 \A1;40 \A1;40 \A1;75 \A1;980 \A1;1000 \A1;980 \A1;1000 \A1;6x1000=6000 \A1;6x1000=6000 \A1;980 \A1;1000 \A1;3x1000=3000 \A1;3x1000=3000 \A1;40 \A1;75 4 FRAME `FR1, PURLIN \A1;6500 \A1;3719 \A1;2281 \A1;350 \A1;350 \A1;3000 \A1;16x1000=16000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;32781 \A1;58000 \A1;25219 \A1;5550 \A1;5800 \A1;6000 \A1;3500 \A1;3000 \A1;5000 \A1;5000 \A1;350 \A1;Min.20 \A1;30 \A1;100 \A1;50 \A1;50 \A1;30 \A1;100 \A1;50 \A1;100 \A1;30 \A1;50 \A1;40 \A1;70 \A1;24 \A1;24 1 PL 10 (mm THK) A=12778977 SC 1:75 PLATE `1, (46 PCS) PL `2, (46 PCS) 5 5 PL `3, (46 PCS) 3 PL 8 (mm THK) A=12000000 4 PL 8 (mm THK) A=1233515 5 5 366 5 5 5 5 5 5 PL `4, (46 PCS) 5 5 5 5 5 PL 10 (mm THK) A=5723385 5 5 5 5 2-FOR FRAME `FR1, SEE DWG NO S-201. 1-DRAWING NO S-205 TO S-209 MUST BE WORKED TOGETHER. 3-FOR `VBR1, AND `VBR2, SEE DWG NO S-209. NOTES: GN2-S-3,Rev.`E,. 4-FOR GENERAL NOTES ON STEEL WORKS SEE GN2-S-1,Rev.`E, TO 42 PL 750x450x25 2 46 43 PL 200x200x10 43 PL 200x200x10 1 160 5 5 5 5 5 5 5 5 5 5 SC 1:10 COLUMN BASE `CB1, (92 PCS) I SECTION 1:10 I 5 42 PL 750x450x25 FRAME `FR1, (`CB1,) 5 5 * SEE NOTE (4) B 5 5 5 5 5 5 43 2 PL 200x200x10 B SECTION 1:5 44 PL 200x160x20 2 46 5 5 5 5 5 44 PL 200x160x20 2 46 45 PL 200x120x20 2 46 5 A SECTION 1:10 5 VAR VAR 5 5 5 PL 375x25 PL 375x25 PL 10 mm THK 1 SECTION 1:10 5 5 5 5 5 5 PL 375x20 PL 375x20 PL 8 mm THK 2 SECTION 1:10 2 PL 10 mm THK (STIFF) 5 <> TO 1512 <> TO 1542 5 5 5 PL 375x15 PL 375x15 3 SECTION 1:10 I DETAIL 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5x240=<> 5 5 5 5 C SECTION 1:10 47 PL 2000x375x25 24 d 24 (HOLES) 24 d 7/8"(A490 BOLTS-1HB) 5 5 5 5 5 5 5 5 5x75=<> 5 5 5x75=<> 5 5 55 PL 1000x375x25 48 d 24 (HOLES) 48 d 7/8"(A490 BOLTS-1HB) BACK GOUGE SEE NOTE 2 a DETAIL 1:2 S-201 S-201 S-201 S-201 S-201 4 d 50 (HOLES ON `CB1,) 4 d 28 (HOLES ON WASHER PLATE (PL `12,)) 4 PL `12, (WASHER PLATE) 4 PL `12, (WASHER PLATE) SC 1:10 PLATE `12, (368 PCS) d 28 (HOLES) 5 * * 5 * * SEE NOTE (5) 46 PL 80x80x20 8 46 (WASHER PLATE) OR GUSSET PLATE OR GUSSET PLATE OR GUSSET PLATE SECTION 1:10 II DETAIL 1:10 II III DETAIL 1:10 5 5 5 5 5 5 5 8x165=<> 5 5 57 PL 1815x375x40 30 d 24 (HOLES) 30 d 7/8"(A490 BOLTS-1HB) SECTION 1:10 5 5 III 5 5 5 5 IV DETAIL 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3x~233=<> 5 5 5 5 D SECTION 1:10 60 PL 1500x375x25 20 d 24 (HOLES) 20 d 7/8"(A490 BOLTS-1HB) S-201 S-201 S-201 SC 1:150 ROOF BRACING PLAN (PART `B,) SC 1:150 ROOF BRACING PLAN (PART `C,) 91-2235-291-D2-S-201 TO 219.dwg 91-2235-291-D2-S-201 TO 219.dwg BOX 120x120x6.3 L 90x90x9 (BRACING) L 90x90x9 (BRACING) 5 5 5 5 (GUSSET PLATE) 5 5 5 5 L 90x90x9 (BRACING) 5 5 FRAME `FR1, (GUSSET PLATE) 5 5 5 L 90x90x9 (BRACING) 2 PL `1, 4 PL `2, 5 (STIFF) STIFFENER SEE `FR1, 1 a DETAIL 1:10 S-205 S-206 S-207 1 SECTION 1:10 91-2235-291-D2-S-201 TO 219.dwg 1-NOTES OF DWG NO S-205 MUST BE CONSIDERED. NOTE: 1-NOTES OF DWG NO S-205 MUST BE CONSIDERED. NOTE: BOX 120x120x6.3 2 PL `1, 4 PL `2, BOX 120x120x6.3 2 PL `1, 4 PL `2, STIFFENERS SEE `FR1, FRAME `FR1, (STIFF) (GUSSET PLATE) L 90x90x9 (BRACING) 5 (STIFF) 2 3 2 BOX 120x120x6.3 PL `2, PL `2, PL `2, PL `2, 4 d 16 (A325 BOLTS-5HB) 4 d 18 (HOLES) (TIE BEAM) PL `1, 2 SECTION 1:5 BOX 120x120x6.3 4 d 16 (A325 BOLTS-5HB) 4 d 18 (HOLES) (TIE BEAM) PL `1, 3 SECTION 1:5 (STIFF) (GUSSET PLATE) 5 5 5 5 5 5 5 5 5 5 8 PL 250x250x10 2408 1 4 d 18 (HOLES) SC 1:5 PLATE `1, (2408 PCS) PL `2, (4816 PCS) 5 5 5 5 5 5 BOX 120x120x6.3 2 PL `1, 4 PL `2, IPE 200 5 PL 10 mm THK (STIFF) (STIFF) L 90x90x9 (BRACING) FRAME `FR1, (GUSSET PLATE) BOX 120x120x6.3 2 PL `1, 4 PL `2, 5 (STIFF) L 90x90x9 (BRACING) 5 5 (GUSSET PLATE) b DETAIL 1:10 4 4 SECTION 1:10 BOX 120x120x6.3 2 PL `1, 4 PL `2, STIFFENERS SEE `FR1, FRAME `FR1, (GUSSET PLATE) L 90x90x9 (BRACING) 5 (STIFF 2 5 2 2 PL `1, 4 PL `2, L 90x90x9 (BRACING) 5 BOX 120x120x6.3 (GUSSET PLATE) 5 5 5 2 L 80x80x8 (BRACING) BOX 120x120x6.3 4 d 16 (A325 BOLTS-5HB) 4 d 18 (HOLES) (TIE BEAM) PL `1, 5 SECTION 1:5 (GUSSET PLATE) 91-2235-291-D2-S-201 TO 219.dwg 1-NOTES OF DWG NO S-205 MUST BE CONSIDERED. NOTE: 1-NOTES OF DWG NO S-205 MUST BE CONSIDERED. NOTE: 5 1 BOX 120x120x6.3 L=5147 6 1 1 BOX 120x120x6.3 L=5147 FRAME `FR1, FRAME `FR1, 19 2 L 80x80x8 L=8334 2 6 21 2 L 80x80x8 L=8032 2 6 VERTICAL BRACING `VBR2, (6 PCS) 20 2 L 80x80x8 L=4107 2 6 20 2 L 80x80x8 L=4107 2 6 22 2 L 80x80x8 L=3953 2 6 22 2 L 80x80x8 L=3953 2 6 S-D-301 S-D-302 SEE SECTION `4, SEE DWG. NO S-203 DETAIL d +0.35 (T.O.B.PL.) 5 5 +6.35 +11.926 CL.O.TIE BEAM CL.O.TIE BEAM 5 6 5 1 BOX 120x120x6.3 L=5147 FRAME `FR1, FRAME `FR1, 17 2 L 80x80x8 L=8665 2 6 SC 1:50 VERTICAL BRACING `VBR1, (6 PCS) S-D-301 SEE SECTION `4, SEE DWG. NO S-203 +0.35 (T.O.B.PL.) 5 +6.821 CL.O.TIE BEAM 10 11 21 22 26 37 41 25 36 40 5 6 10 11 21 22 26 37 41 25 36 40 18 2 L 80x80x8 L=4269 2 6 18 2 L 80x80x8 L=4269 2 6 S-D-302 d DETAIL 1:10 FRAME `FR1, BOX 120x120x6.3 BOX 120x120x6.3 2 PL `1, 4 PL `2, 5 (GUSSET PLATE) 5 5 2 L 80x80x8 (BRACING) 2 L 80x80x8 (BRACING) (STIFF) (GUSSET PLATE) 5 5 2x1 PL 10 mm THK (STIFF) (STIFF) 2 PL `1, 4 PL `2, 9 PL 8 (mm THK) A=2062.5 4816 1 11 PL 12 (mm THK) A=126000 1072 1 2-GOUGE ROOT OF WELD TO SOUND METAL BEFORE 1-NOTES OF DWG NO S-201 MUST BE CONSIDERED. WELDING SECOND PLATE. NOTES: 4-THIS DIMENSION SHOULD BE CHECKED WITH EXISTING FOUNDATIONS. 3-FOR HIGH STRENGTH BOLTS SEE DWG NO S-D-... 5-HARDENED WASHERS SHALL BE USED TOGETHER WITH ALL BOLTS AND NUTS. * * 1-NOTES OF DWG NO S-201 MUST BE CONSIDERED. NOTE: 2-FOR RAFTER BRACING SEE DWG NO S-213. 1-DRAWING NO S-210 TO S-213 MUST BE WORKED TOGETHER. NOTES: SC 1:150 ROOF PURLINS PLAN (PART `A,) 91-2235-291-D2-S-201 TO 219.dwg 12 PL 12 (mm THK) A=200672 256 1 10 PL 250x220x10 808 1 10 PL 250x220x10 11 2 PL 12 (mm THK) A=126000 13 PL 10 (mm THK) A=48000 11 PL 12 (mm THK) A=126000 (GUSSET PLATE) 11 PL 12 (mm THK) A=126000 10 PL 250x220x10 (STIFF) 10 PL 250x220x10 (STIFF) 10 PL 250x220x10 11 PL 12 (mm THK) A=126000 14 PL 12 (mm THK) A=91700 15 PL 10 (mm THK) A=78100 48 1 (GUSSET PLATE) 11 PL 12 (mm THK) A=126000 14 PL 12 (mm THK) A=91700 172 1 11 2x2 PL 12 (mm THK) A=126000 15 PL 10 (mm THK) A=78100 (GUSSET PLATE) 14 PL 12 (mm THK) A=91700 (GUSSET PLATE) 11 PL 12 (mm THK) A=126000 15 PL 10 (mm THK) A=78100 23 PL 10 (mm THK) A=104500 24 1 23 PL 10 (mm THK) A=104500 10 PL 250x220x10 12 1 16 2 PL 10 (mm THK) A=21900 148 1 SC 1:150 ROOF PURLINS PLAN (PART `B,) 91-2235-291-D2-S-201 TO 219.dwg SC 1:150 ROOF PURLINS PLAN (PART `C,) 91-2235-291-D2-S-201 TO 219.dwg 1-NOTES OF DWG NO S-210 MUST BE CONSIDERED. NOTE: 1-NOTES OF DWG NO S-210 MUST BE CONSIDERED. NOTE: 91-2235-291-D2-S-201 TO 219.dwg 1-NOTES OF DWG NO S-210 MUST BE CONSIDERED. NOTE: 5 5 M 12 (BOLT) d 14 (HOLE) 5 5 4 STIFFENER SEE `FR1, FRAME `FR1, L 60x60x6 (RAFTER BRACING) 5 5 M 12 (BOLT) d 14 (HOLE) 5 5 4 L 60x60x6 (RAFTER BRACING) I SECTION 1:10 S-205 S-206 S-207 S-D-231 5 STIFFENER SEE `FR1, FRAME `FR1, L 60x60x6 (RAFTER BRACING) SECTION 1:10 S-210 S-211 S-212 5 5 5 5 5 5 PURLIN (GUSSET PLATE) 7 PL 6 (mm THK) A=29100 258 1 BOX 120x120x6.3 5 L 60x60x6 (RAFTER BRACING) 5 5 5 5 5 5 (GUSSET PLATE) 7 PL 6 (mm THK) A=29100 BOX 120x120x6.3 SC 1:10 RAFTER BRACING DETAILS d 12 (SAG ROAD) SLOPED WASHER ~ ~ ~ ~ d 12 (SAG ROAD) FRAME `FR1, 5 8 UNP 120 L=140 430 1 d 16 (SAG ROAD) 5 SECTION 1:10 a DETAIL 1:10 a VIEW 1:10 2 a d 18 (HOLE) 5 5 5 5 5 5 63 UNP 120 L=160 WALL POST 91-2235-291-D2-S-201 TO 219.dwg 91-2235-291-D2-S-201 TO 219.dwg 91-2235-291-D2-S-201 TO 219.dwg PL `6, (46 PCS) PL `7, (46 PCS) PL `8, (46 PCS) PL `5, (46 PCS) 6 PL 10 (mm THK) A=8991172 5 5 5 5 5 5 5 5 7 PL 8 (mm THK) A=11800000 8 PL 8 (mm THK) A=9480887 5 5 5 5 5 5 5 600 300 5 5 A 5 B +0.35 (T.O.B.PL.) +20.424 +12.236 5 5 5 5 5 5 5 5 5 5 5 13x1010=<> 11x1020=<> 5 10x1020=<> 5 5 5 5 5 5 5 5 5 5 5 +0.35 (T.O.B.PL.) +7.16 5 5 5 5 5 5 5 5 19x1070=<> 9x1000=<> 5 5 5 5 5 5 5 (STIFFENERS) (PLATE `1,) 300 600 300 300 9 PL 10225x375x25 1 46 1 PL 10 (mm THK) A=12778977 1 46 10 PL 10320x375x25 1 46 33 2 PL 1030x180x10 2 46 (STIFFENERS) 35 2 PL 1775x180x10 2 46 12 PL 9875x375x25 1 46 14 PL 4600x375x20 1 46 15 PL 7500x375x15 1 46 16 PL 12000x375x15 1 46 17 PL 9765x375x15 1 46 18 PL 1924x375x15 1 46 29 IPE 200 L=966 1 46 30 IPE 200 L=200 1 46 13 PL 8381x375x25 1 46 (PLATE `2,) 2 PL 10 (mm THK) A=15288596 1 46 (PLATE `3,) 3 PL 8 (mm THK) A=12000000 1 46 (PLATE `4,) 4 PL 8 (mm THK) A=1233515 1 46 (STIFFENERS) 37 2 PL 1467x180x10 2 46 (STIFFENERS) 38 2 PL 1000x180x10 2 46 (STIFFENERS) 38 2 PL 1000x180x10 2 46 1 A DETAIL I S-202 1 2 3 28 PL 700x375x15 1 46 26 PL9623X375X15 1 46 DETAIL II S-203 DETAIL III S-203 25 PL 8300x375x15 1 46 22 PL 7189x375x25 1 46 SLOPE ~25% 27 PL 8298x375x15 1 46 25 PL 8300x375x15 1 46 23 PL 6302x375x25 1 46 DETAIL IV S-203 SLOPE ~52.6% (STIFFENERS) 19 PL 5725x375x25 1 46 20 PL 5795x375x25 1 46 39 2 PL 1100x180x10 2 46 1 A (PLATE `5,) 5 PL 10 (mm THK) A=5723385 1 46 (PLATE `6,) 6 PL 10 (mm THK) A=8991172 1 46 (PLATE `7,) 7 PL 8 (mm THK) A=11800000 1 46 (PLATE `8,) 8 PL 8 (mm THK) A=9480887 1 46 (STIFFENERS) 38 2 PL 1000x180x10 2 46 (STIFFENERS) 38 2 PL 1000x180x10 2 46 (STIFFENERS) 38 2 PL 1000x180x10 2 46 (STIFFENERS) 38 2 PL 1000x180x10 2 46 (STIFFENERS) 41 2 PL 1102x180x10 2 46 1 2 3 31 IPE 200 L=971 1 46 32 IPE 200 L=80 1 46 SC 1:75 FRAME `FR1, (46 PCS) 11 PL 1516x375x25 1 46 21 PL 862x375x25 1 46 (STIFFENERS) 34 2 PL 1370x180x10 2 46 5 PART OF PART OF S-202 S-202 S-202 S-202 S-202 S-202 S-202 S-202 S-202 S-202 (STIFFENERS) 36 2 PL 1840x180x10 2 46 5 (STIFFENERS) 40 2 PL 1349x180x10 2 46 5 5 5 5 (STIFFENERS) 38 2 PL 1000x180x10 2 46 5 38 2 PL 1000x180x10 2 46 (STIFFENERS) 5 5 +20.422 2 PL 10 (mm THK) A=15288596 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC 1:150 ROOF BRACING PLAN (PART `A,) A B 5 5 `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, DETAIL a S-208 DETAIL b S-208 `VBR1, `VBR1, `VBR2, `VBR2, 1 13 BOX 120x120x6.3 L=5147 13 1 1 11x8 BOX 120x120x6.3 L=5147 88 1 1 13 BOX 120x120x6.3 L=5147 13 1 1 13 BOX 120x120x6.3 L=5147 13 1 1 13 BOX 120x120x6.3 L=5147 13 1 2 11x5 BOX 120x120x6.3 L=5587 55 1 4 15x1 L 90x90x9 L=4039 15 1 4 15x1 L 90x90x9 L=4039 15 1 3 3x(4x1) L 90x90x9 L=8214 4 3 4 3x(4x1) L 90x90x9 L=4039 4 3 4 3x(4x1) L 90x90x9 L=4039 4 3 6 15x1 L 90x90x9 L=3939 15 1 5 15x1 L 90x90x9 L=8015 15 1 6 15x1 L 90x90x9 L=3939 15 1 6 15x1 L 90x90x9 L=3939 15 1 5 15x1 L 90x90x9 L=8015 15 1 5 4x(4x1) L 90x90x9 L=8015 4 4 6 4x(4x1) L 90x90x9 L=3939 4 4 6 4x(4x1) L 90x90x9 L=3939 4 4 7 2x30 L 60 x60x6 L=1200 60 1 (RAFTER BRACING) 7 1x30 L 60 x60x6 L=1200 30 1 (RAFTER BRACING) l=AS REQ. I S-213 3 15x1 L 90x90x9 L=8214 15 1 4 15x1 L 90x90x9 L=4039 15 1 6 15x1 L 90x90x9 L=3939 15 1 4 15x1 L 90x90x9 L=4039 15 1 KEY PLAN 201 202 203 204 205 206 207 208 209 210 211 KEY PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, DETAIL a S-208 DETAIL b S-208 `VBR1, `VBR1, `VBR2, `VBR2, 1 13 BOX 120x120x6.3 L=5147 13 1 1 10x8 BOX 120x120x6.3 L=5147 80 1 1 13 BOX 120x120x6.3 L=5147 13 1 1 13 BOX 120x120x6.3 L=5147 13 1 1 13 BOX 120x120x6.3 L=5147 13 1 2 10x5 BOX 120x120x6.3 L=5587 50 1 3 14x1 L 90x90x9 L=8214 14 1 4 14x1 L 90x90x9 L=4039 14 1 4 14x1 L 90x90x9 L=4039 14 1 3 3x(4x1) L 90x90x9 L=8214 4 3 4 3x(4x1) L 90x90x9 L=4039 4 3 4 3x(4x1) L 90x90x9 L=4039 4 3 6 14x1 L 90x90x9 L=3939 14 1 5 14x1 L 90x90x9 L=8015 14 1 6 14x1 L 90x90x9 L=3939 14 1 6 14x1 L 90x90x9 L=3939 14 1 5 14x1 L 90x90x9 L=8015 14 1 `FR1, 5 4x(4x1) L 90x90x9 L=8015 4 4 6 4x(4x1) L 90x90x9 L=3939 4 4 6 4x(4x1) L 90x90x9 L=3939 4 4 7 2x28 L 60 x60x6 L=1200 56 1 (RAFTER BRACING) 7 1x28 L 60 x60x6 L=1200 28 1 (RAFTER BRACING) S-213 3 14x1 L 90x90x9 L=8214 14 1 4 14x1 L 90x90x9 L=4039 14 1 6 14x1 L 90x90x9 L=3939 14 1 4 14x1 L 90x90x9 L=4039 14 1 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 KEY PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, DETAIL a S-208 DETAIL b S-208 `VBR1, `VBR1, `VBR2, `VBR2, 1 13 BOX 120x120x6.3 L=5147 13 1 1 10x8 BOX 120x120x6.3 L=5147 80 1 1 13 BOX 120x120x6.3 L=5147 13 1 1 13 BOX 120x120x6.3 L=5147 13 1 1 13 BOX 120x120x6.3 L=5147 13 1 2 10x5 BOX 120x120x6.3 L=5587 50 1 3 14x1 L 90x90x9 L=8214 14 1 4 14x1 L 90x90x9 L=4039 14 1 4 14x1 L 90x90x9 L=4039 14 1 3 3x(4x1) L 90x90x9 L=8214 4 3 4 3x(4x1) L 90x90x9 L=4039 4 3 4 3x(4x1) L 90x90x9 L=4039 4 3 6 14x1 L 90x90x9 L=3939 14 1 5 14x1 L 90x90x9 L=8015 14 1 6 14x1 L 90x90x9 L=3939 14 1 6 14x1 L 90x90x9 L=3939 14 1 5 14x1 L 90x90x9 L=8015 14 1 `FR1, 5 4x(4x1) L 90x90x9 L=8015 4 4 6 4x(4x1) L 90x90x9 L=3939 4 4 6 4x(4x1) L 90x90x9 L=3939 4 4 7 2x28 L 60 x60x6 L=1200 56 1 (RAFTER BRACING) 7 1x28 L 60 x60x6 L=1200 28 1 (RAFTER BRACING) S-213 3 14x1 L 90x90x9 L=8214 14 1 4 14x1 L 90x90x9 L=4039 14 1 6 14x1 L 90x90x9 L=3939 14 1 4 14x1 L 90x90x9 L=4039 14 1 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 `FR1, 0 5 `FR1, KEY PLAN KEY PLAN KEY PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, 5 5 S-D-231 4 1x30 L 60x60x6 L=2350 30 1 (RAFTER BRACING) 4 1x30 L 60x60x6 L=2350 30 1 (RAFTER BRACING) L=AS REQ 1 64 UNP 140 L=6795 64 1 5 d 12 SL=2105000 1 1 l=AS REQ (SAG ROAD) 6 d 16 SL=470000 1 1 l=AS REQ (SAG ROAD) S-213 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 4 1x28 L 60x60x6 L=2350 28 1 (RAFTER BRACING) 4 1x28 L 60x60x6 L=2350 28 1 (RAFTER BRACING) 5 d 12 SL=1965000 1 1 (SAG ROAD) 6 d 16 SL=440000 1 1 (SAG ROAD) S-213 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 4 1x28 L 60x60x6 L=2350 28 1 (RAFTER BRACING) 5 d 12 SL=1965000 1 1 (SAG ROAD) S-213 5 `FR1, 0 SC 1:75 END FRAMING ON AXIS 0 SC 1:150 END FRAMING ON AXIS 45 5 5 5 5 5 5 SC 1:10 WALL POST `WP1, 11 PL 6432x200x10 1 1 11 PL 6432x200x10 1 1 12 PL 6432x480x8 1 1 `WP2, `WP3, 16 PL 13684x200x15 1 2 18 PL 13684x470x8 1 2 16 PL 13684x200x15 1 2 `WP4, 5 5 5 5 5 5 19 PL 16828x250x15 1 2 20 PL 16828x470x8 1 2 19 PL 16828x250x15 1 2 `WP5, 5 5 5 5 5 5 21 PL 18358x250x20 1 2 22 PL 18358x460x8 1 2 21 PL 18358x250x20 1 2 `WP7, 5 5 5 5 5 5 26 PL 15364x200x15 1 2 27 PL 15364x470x8 1 2 26 PL 15364x200x15 1 2 `WP8, `WP9, 91-2235-291-D2-S-201 TO 219.dwg 213 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 5 1 13 BOX 120x120x6.3 L=5587 13 1 +0.35 (T.O.B.PL.) 5 6x1000=<> 5 5 A S-218 3 30 L 60x60x6 L=1200 30 1 (RAFTER BRACING) L=AS REQ D S-218 B S-218 1 S-218 4 2 UNP 120 L=3320 2 1 SC 1:150 SIDE FRAMING ON AXIS A 5 5 C S-218 S-D-207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 12 BOX 120x120x6.3 L=5587 12 1 +0.35 (T.O.B.PL.) 5 5 5 B S-218 3 28 L 60x60x6 L=1200 28 1 (RAFTER BRACING) D S-218 B S-218 1 S-218 9 2 UNP 120 L=5330 2 1 SC 1:150 SIDE FRAMING ON AXIS A 5 C S-218 S-D-207 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.35 (T.O.B.PL.) 5 5 5 B S-218 D S-218 A S-218 1 S-218 4 2 UNP 120 L=3320 2 1 SC 1:150 SIDE FRAMING ON AXIS A 5 5 C S-218 S-D-207 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5 3 28 L 60x60x6 L=1200 28 1 (RAFTER BRACING) 1 12 BOX 120x120x6.3 L=5587 12 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 5 +0.35 (T.O.B.PL.) 5 3x1000=<> 5 5 A S-218 B S-218 2 S-218 4 2 UNP 120 L=3320 2 1 SC 1:150 SIDE FRAMING ON AXIS B 5 5 C S-218 S-D-207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.35 (T.O.B.PL.) 5 5 B S-218 B S-218 2 S-218 9 2 UNP 120 L=5330 2 1 5 C S-218 S-D-207 SC 1:150 SIDE FRAMING ON AXIS B 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.35 (T.O.B.PL.) 5 5 B S-218 A S-218 2 S-218 C S-218 S-D-207 SC 1:150 SIDE FRAMING ON AXIS B 4 2 UNP 120 L=3320 2 1 5 5 5 5 5 5 5 FRAME `FR1, 5 S-D-248 0 45 A B A SECTION 1:10 S-214 S-215 S-216 FRAME `FR1, 5 15 30 A B B SECTION 1:10 FRAME `FR1, 5 16 31 5 5 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5 5 M 12 (BOLT) d 14 (HOLE) 5 5 STIFFENER SEE `FR1, FRAME `FR1, (RAFTER BRACING) 5 5 M 12 (BOLT) d 14 (HOLE) 5 5 C SECTION 1:10 S-D-248 3 L 60x60x6 L=1200 (RAFTER BRACING) 3 L 60x60x6 L=1200 FIXED ONB GROUND SLAB 2 d 16 (HILTI HSL OR SIMILAR) 58 PL 200x20x10 2 6 5 5 5 5 5 5 5 FRAME AXIS <> FOR AXIS A D SECTION 1:10 505 FOR AXIS B 5 d 12 SL=9310 30 1 L=AS REQ (SAG-ROD) 5 d 12 SL=9310 28 1 (SAG-ROD) 5 d 12 SL=9310 28 1 (SAG-ROD) 5 d 12 SL=3760 30 1 (SAG-ROD) 5 d 12 SL=3760 28 1 (SAG-ROD) 5 d 12 SL=3760 28 1 (SAG-ROD) 1 SECTION 1:10 2 SECTION 1:10 MiN.<> COLUMN (WALL POST) FRAME `FR1, PL `2, 3 a DETAIL 1:10 COLUMN (WALL POST) PL `2, 5 FRAME `FR1, (OUT) (IN) 2 d 20 A490 (1-HB) 2 d 22 (HOLES ON PROFILE) 2 d (22x50) (SLOTS ON PLATE) 3 SECTION 1:10 SC 1:10 PLATE `2, (18 PCS) 5 5 5 5 5 5 5 62 PL 350x150x10 18 1 2 d (22x50) (SLOTS) 0 45 FRAME `FR1, 5 4 SECTION 1:10 d 12 (SAG ROAD) SLOPED WASHER ~ ~ ~ ~ d 12 (SAG ROAD) WALL POST 5 63 UNP 120 L=160 24 1 d 16 (SAG ROAD) 5 a c DETAIL S-217 1:10 2 SECTION 1:10 a VIEW 1:10 d 18 (HOLE) 5 5 5 5 5 8 UNP 120 L=140 FRAME `FR1, 5 91-2235-291-D2-S-201 TO 219.dwg 91-2235-291-D2-S-201 TO 219.dwg 91-2235-291-D2-S-201 TO 219.dwg 214 215 216 217 S-214 S-215 S-214 S-215 S-214 S-215 S-214 S-215 S-214 S-215 91-2235-291-D2-S-201 TO 219.dwg 4-DRAWING NO S-201 TO S-204 MUST BE WORKED TOGETHER. 91-2235-291-D2-S-201 TO 219.dwg 91-2235-291-D2-S-201 TO 219.dwg 1-DWGS NO S-214 TO S-219 MUST BE WORKED TOGETHER. NOTE: 1-NOTES OF DWG NO S-214 MUST BE CONSIDERED. NOTE: 1-NOTES OF DWG NO S-214 MUST BE CONSIDERED. NOTE: 1-NOTES OF DWG NO S-214 MUST BE CONSIDERED. NOTE: 218 VIEW 1:10 S-203 a SC 1:10 PLATE `9, (828 PCS) 5 5 5 5 5 5 66 PL 10 (mm THK) A=30000 18 46 PL `10, (46 PCS) PL `11, (46 PCS) 5 5 46 5 67 PL 10 (mm THK) A=7163 1 46 68 PL 10 (mm THK) A=7067 1 46 45° 3 END PLATE FLANGE 3 45° 3 3 (FLANG) 3 2 (WEB) 5 TYPICAL WELD DETAILS OF PLATES 1-NOTES OF DWG NO S-201 MUST BE CONSIDERED. NOTE: 91-2235-291-D2-S-201 TO 219.dwg 5 23 161 5 5 5 212 1-NOTES OF DWG NO S-214 MUST BE CONSIDERED. NOTE: 1-NOTES OF DWG NO S-214 MUST BE CONSIDERED. NOTE: 5 5 `VBR2, `VBR2, `VBR2, `VBR2, `VBR2, `VBR2, `VBR1, `VBR1, `VBR1, `VBR1, `VBR1, `VBR1, 5 5 5 5 BOX 120x120x6.3 2 PL `1, 4 PL `2, STIFFENER SEE `FR1, (STIFF) 6 c DETAIL 1:10 6 SECTION 1:10 BOX 120x120x6.3 2 PL `1, 4 PL `2, STIFFENERS SEE `FR1, FRAME `FR1, (STIFF) L 90x90x9 (BRACING) 2 16 2 PL 10 (mm THK) A=21900 620 1 16 2 PL 10 (mm THK) A=21900 DETAIL c S-208 BOX 120x120x6.3 (GUSSET PLATE) 2 PL `1, (STIFF) 11 PL 12 (mm THK) A=126000 10 PL 250x220x10 4 PL `2, (STIFF) 13 PL 10 (mm THK) A=48000 124 1 (STIFF) 10 PL 250x220x10 DETAIL c S-208 DETAIL c S-208 BOX 120x120x6.3 2 PL `1, 4 PL `2, STIFFENER SEE `FR1, (STIFF) 16 2 PL 10 (mm THK) A=21900 BOX 120x120x6.3 2 PL `1, 4 PL `2, (STIFF) 16 2 PL 10 (mm THK) A=21900 2 5 5 5 5 5 5 5 5 5 FRAME `FR1, 55 PL 1000x375x25 55 PL 1000x375x25 5 5 5 5 5 5 13 PL 480x90x8 4 1 (COC MAX 2000) (ALTERNATE ON EACH SIDE) (STIFF) 5 5 5 5 5 5 13 PL 480x90x8 6 2 (ALTERNATE ON EACH SIDE) (STIFF) 14 PL 10520x200x10 1 2 14 PL 10520x200x10 1 2 15 PL 10520x480x8 1 2 5 5 5 5 5 5 17 PL 470x90x8 7 2 (ALTERNATE ON EACH SIDE) (STIFF) 23 PL 460x90x8 10 2 (ALTERNATE ON EACH SIDE) (STIFF) 17 PL 470x90x8 9 2 (ALTERNATE ON EACH SIDE) (STIFF) 5 5 5 5 5 5 17 PL 470x90x8 9 2 (ALTERNATE ON EACH SIDE) (STIFF) 24 PL 16858x250x15 1 2 24 PL 16858x250x15 1 2 25 PL 16858x470x8 1 2 17 PL 470x90x8 8 2 (ALTERNATE ON EACH SIDE) (STIFF) 5 5 5 5 5 5 17 PL 470x90x8 7 2 (ALTERNATE ON EACH SIDE) (STIFF) 5 5 5 5 5 5 13 PL 480x90x8 6 2 (ALTERNATE ON EACH SIDE) (STIFF) 28 PL 13858x200x15 1 2 28 PL 13858x200x15 1 2 29 PL 13858x470x8 1 2 30 PL 11957x200x10 1 2 30 PL 11957x200x10 1 2 31 PL 11957x480x8 1 2 S-217 ±0.00 UNP 120 5 +6.35 (CL.O.TIE BEAM) +11.926 (CL.O.TIE BEAM) 5 +6.821 (CL.O.TIE BEAM) 16 5 31 5 15 5 30 5 I I S-205 S-206 S-207 S-205 S-206 S-207 II II II II S-213 1 S-213 1 S-213 1 S-213 1 15 30 1 SECTION 1:10 FRAME `FR1, 16 31 5 5 5 5 S-210 S-211 S-212 S-210 S-211 S-212 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 PL `1, E SECTION 1:10 S-217 SC 1:10 PLATE `1, (36 PCS) 5 5 5 5 5 5 60 PL 600x300x15 9 2 4 T 20 (BOLTS) 4 d 22 (HOLES) 61 PL 10 (mm THK) A=15550 18 2 WALL POST 38 2 PL 1000x180x10 2 46 (STIFFENERS) 14 PL 4600x375x20 1 46 5 5 5 5 5 5 5 5 7x165=<> 5 5 56 PL 1300x375x40 24 d 24 (HOLES) 24 d 7/8"(A490 BOLTS-1HB) 5 5 5 15 PL 7500x375x15 1 46 24 PL 3500x375x20 1 46 24 PL 3500x375x20 1 46 5 5 5 5 5 5 5 5 A 5 5x75=<> 5 5 5x75=<> 5 5 5 5 5 5 48 2 PL 300x180x10 2 46 53 2 PL 1950x180x15 2 46 5 50 2x2 PL 210x180x10 4 46 5 5 48 2 PL 300x180x10 2 46 52 2 PL 2120x180x15 2 46 5 48 2 PL 300x180x10 2 46 51 2 PL 1290x180x10 2 46 5 29 IPE 200 L=966 30 IPE 200 L=200 11 PL 1516x375x25 (PLATE `1,) 1 PL 10 (mm THK) A=12778977 9 PL 10225x375x25 10 PL 10320x375x25 47 2 PL 2000x375x25 2 46 24 d 24 (HOLES) 55 PL 1000x375x25 1 46 48 d 24 (HOLES) 48 d 7/8"(A490 BOLTS-1HB) 54 2 PL267X180X10 2 46 12 PL 9875x375x25 13 PL 8381x375x25 (PLATE `2,) 2 PL 10 (mm THK) A=15288596 a DETAIL a C 24 d 7/8"(A490 BOLTS-1HB) 5 PART OF 5 49 2x2 PL 200x180x10 4 46 5 5 5 5 49 2x2 PL 200x180x10 4 46 2 PL 12 mm THK (GUSSET PLATE) (STIFFENERS) 2 PL 12 mm THK SEE DWG NO S-208 8 8 6 6 6 6 6 8 8 8 6 6 8 6 6 6 8 8 10 8 8 10 8 8 10 10 10 2x1 PL `9, II 8 56 2 PL 1300x375x40 8 46 26 d 24 (HOLES) 26 d 7/8"(A490 BOLTS-1HB) 2x1 PL `9, 8 2x1 PL `9, PL `10, PL `11, 16 PL 12000x375x15 (PLATE `4,) 4 PL 8 (mm THK) A=1233515 18 PL 1924x375x15 28 PL 700x375x15 27 PL 8298x375x15 (PLATE `8,) 8 PL 8 (mm THK) A=9480887 (STIFFENERS) 38 2 PL 1000x180x10 (STIFFENERS) 58 2 PL 600x180x10 46 2 57 2 PL 1815x375x40 2 46 5 5 (STIFFENERS) 58 2 PL 600x180x10 46 2 III 30 d 24 (HOLES) 30 d 7/8"(A490 BOLTS-1HB) 2 PL 12 mm THK (GUSSET PLATE) (STIFFENERS) 59 2 PL 400x120x10 46 2 2 PL 12 mm THK (GUSSET PLATE) 26 PL9623X375X15 (STIFFENERS) 59 2 PL 400x120x10 46 2 5 5 5 6 6 6 6 6 6 17 PL 9765x375x15 (STIFFENERS) 38 2 PL 1000x180x10 S-D-231 6 6 8 19 PL 5725x375x25 (PLATE `5,) 5 PL 10 (mm THK) A=5723385 20 PL 5795x375x25 21 PL 862x375x25 5 5 5x75=<> 5 5 55 PL 1000x375x25 1 46 48 d 24 (HOLES) 48 d 7/8"(A490 BOLTS-1HB) a 5 D 61 4x2 PL 180x160x10 8 46 5 5 48 2 PL 300x180x10 2 46 5 48 2 PL 300x180x10 2 46 64 2 PL 688x180x10 2 46 60 2 PL 1500x375x25 2 46 20 d 24 (HOLES) 20 d 7/8"(A490 BOLTS-1HB) 62 2 PL 1450x180x15 2 46 5 5 5 48 2 PL 300x180x10 2 46 22 PL 7189x375x25 23 PL 6302x375x25 (PLATE `6,) 6 PL 10 (mm THK) A=8991172 5 S-202 61 2x2 PL 180x160x10 4 46 5 5 5 5 5x75=<> B 31 IPE 200 L=971 32 IPE 200 L=80 63 2 PL 1370x180x15 2 46 65 2 PL 293x180x10 2 46 5 5 5 PART OF (STIFFENERS) 2 PL 12 mm THK 2 PL 12 mm THK (GUSSET PLATE) 8 6 8 6 8 8 6 6 6 6 8 6 6 8 8 6 6 5 5 A 5 B `WP1, 35 BOX 120x120x6.3 L=6420 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 37 BOX 120x120x6.3 L=4912 1 1 34 BOX 120x120x6.3 L=777 1 1 5 5 6 +0.35 (T.O.B.PL.) 5 5 5 5 d 12 SL=216300 1 1 L=AS REQ (SAG-ROD) 56 d 16 SL=26260 1 1 L=AS REQ (DIAGONAL MEMBER) `WP9, `WP8, `WP7, `WP6, `WP5, `WP4, `WP3, 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 5 +5.90 (T.O.TIE BEAM) 5 +11.70 (T.O.TIE BEAM) 36 BOX 120x120x6.3 L=5447 1 1 A S-218 b DETAIL S-219 a DETAIL S-219 S-D-252 5 5 5 +0.35 (T.O.B.PL.) 5 16x1000=<> `WP2, A S-218 E S-218 5 5 5 5 5 5 5 5 5 5 S-D-248 S-D-248 S-D-248 S-D-248 S-D-248 S-D-248 S-D-248 S-D-248 1-ALL STEEL PARTS SHALL CONFORM TO ASTM A36 OR EQUIVALENT, 5-ALL STEEL PARTS INCLUDING BOLTS, NUTS AND WASHERS SHALL 6-ALL WELDING WORKMANSHIP, TECHNIC, QUALIFICATION, INSPECTION 7-ALL A490 BOLTS SHALL BE PRETENSIONED.THE Min. REQUIREMENT THE CONNCTION AND BROUGHT TO A SNUG-TIGHT CONDITION, BY THE INITIAL OPERATION,ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED 3-HARDENED WASHERS SHALL BE USED TOGETHER WITH ALL BOLTS 1-ALL THE PLATE INTERSECTIONS SHOULD BE WELDED OVER ALL IN LENGTH, EXCEPT OTHERWISE SPECIFIED. NOTES: 2-ALL BOLTS ARE HIGH STRENGTH A490 OR EQUIVALENT,EXCEPT EXCEPT OTHERWISE SPECIFIED. FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH SUCH 4-ALL WELDING ELECTRODES ARE E60XX OR EQUIVALENT. ELECTRODES CONFORM TO ASTM STANDARDS. AND TESTING SHALL CONFORM TO AWS STANDARDS. IS AS FOLLOWS: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THAT THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS FURTHER BY 1/2 TURN MORE ROTATION. FOR COMPLETE INSTRUCTIONS OF PRETENSIOING PROCEDURE SEE SPECIAL SPECIFICATIONS. OTHERWISE SPECIFIED. AND NUTS. SHOULD BE PROVIDED ACCORDING TO SITE INSTRUCTION. 8-A490 BOLTS SHALL NOT BE REUSED AFTER PRETENSIONING. 3-FOR DIMENSIONS AND TYPE OF BOLTS SEE DWG No 2-Min. SIZE OF WELD IS 6 EXCEPT OTHERWISE SPECIFIED. ATTENTION! 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 BOX 120x120x6.3 2 PL `3, 4 PL `4, WALL POST 6 G 5 BOX 120x120x6.3 2 PL `3, 4 PL `4, WALL POST AXES WALL POST AXES FRAME 5 5 G SECTION 1:10 BOX 120x120x6.3 PL `4, PL `4, PL `4, PL `4, 6 4 d 16 (A325 BOLTS-5HB) 4 d 18 (HOLES) (TIE BEAM) PL `3, 6 SECTION 1:5 BOX 120x120x6.3 2 PL `3, 4 PL `4, FRAME `FR1, 6 H 5 BOX 120x120x6.3 2 PL `3, 4 PL `4, FRAME `FR1, 5 5 H SECTION 1:10 5 5 5 5 5 5 5 5 5 5 4 d 18 (HOLES) 5 5 5 5 5 5 S-216 6 8 8 8 8 S-D-248 4 4 S-D-231 6 d DETAIL S-219 e DETAIL S-219 d DETAIL S-217 1:10 e DETAIL S-217 1:10 6 6 6 6 6 6 6 (COC MAX 2000) (COC MAX 2000) (COC MAX 2000) (COC MAX 2000) (COC MAX 2000) (COC MAX 2000) (COC MAX 2000) (COC MAX 2000) SC 1:10 WALL POST `WP6, 5 5 5 5 5 5 32 PL 7054x200x10 1 1 32 PL 7054x200x10 1 1 33 PL7054x480x8 1 1 13 PL 480x90x8 4 1 (COC MAX 2000) (ALTERNATE ON EACH SIDE) (STIFF) 6 6 6 6 `WP10, SC 1:5 PLATE `3, (128 PCS) SC 1:5 PLATE `4, (256 PCS) (STIFF) 64 2 PL 10 (mm THK) A=30120 2 60 (STIFF) 65 PL 10 (mm THK) A=102655 1 60 (STIFF) 64 2 PL 10 (mm THK) A=30120 (STIFF) 65 PL 10 (mm THK) A=102655 (STIFF) 66 PL 10 (mm THK) A=59471 1 4 (STIFF) 67 2 PL 10 (mm THK) A=30600 2 4 (STIFF) 66 PL 10 (mm THK) A=59471 (STIFF) 67 2 PL 10 (mm THK) A=30600 68 PL 250x250x10 2 64 69 PL 8 (mm THK) A=2063 4 64 MATERIAL SCHEDULE PL 8 mm THK 3 15x1 L 90x90x9 L=8214 15 1 5 5 5 7 9 9 6 6 6 6 6 6 6 9 9 9 9 9 9 9 9 PL 10 mm THK (STIFF) 6 8 6 8 9 9 6 6 6 6 6 6 6 8 8 5 4 4 5 4 4 FRAME `FR1, 6 219 5 Pos Spec. Shape L/A No. PL8 PL10 PL15 PL20 PL25 PL40 IPE200 43 PL200X200X10 0.0400 160 6.400 38 PL1000X180X10 0.1800 828 149.040 58 PL600X180X10 0.1080 184 19.872 26 PL9623X375X15 3.6086 46 165.996 6 PL10 8.9912 46 413.595 5 PL10 5.7234 46 263.276 7 PL8 11.8000 46 542.800 8 PL8 9.4809 46 436.121 2 PL10 15.2886 46 703.276 3 PL8 12.0000 46 552.000 4 PL8 1.2335 46 56.741 1 PL10 12.7790 46 587.834 13 PL8381X375X25 3.1429 46 144.573 36 PL1840X180X10 0.3312 92 30.470 34 PL1370X180X10 0.2466 92 22.687 33 PL1030X180X10 0.1854 92 17.057 9 PL10225X375X25 3.8344 46 176.382 10 PL10320X375X25 3.8700 46 178.020 35 PL1775X180X10 0.3195 92 29.394 11 PL1516X375X25 0.5685 46 26.151 12 PL9875X375X25 3.7031 46 170.343 29 IPE200 0.966 46 44.436 30 IPE200 0.200 46 9.200 37 PL1467X180X10 0.2641 92 24.297 20 PL5795X375X25 2.1731 46 99.963 39 PL1100X180X10 0.1980 92 18.216 19 PL5725X375X25 2.1469 46 98.757 32 IPE200 0.080 46 3.680 22 PL7189X375X25 2.6959 46 124.011 23 PL6302X375X25 2.3633 46 108.712 41 PL1102X180X10 0.1984 92 18.253 40 PL1349X180X10 0.2428 92 22.338 24 PL3500X375X20 1.3125 92 120.750 31 IPE200 0.971 46 44.666 21 PL862X375X25 0.3233 46 14.872 15 PL7500X375X15 2.8125 92 258.750 14 PL4600X375X20 1.7250 92 158.700 16 PL12000X375X15 4.5000 46 207.000 17 PL9765X375X15 3.6619 46 168.447 18 PL1924X375X15 0.7215 46 33.189 28 PL700X375X15 0.2625 46 12.075 27 PL8298X375X15 3.1118 46 143.143 25 PL8300X375X15 3.1125 92 286.350 49 PL200X180X10 0.0360 368 13.248 47 PL2000X375X25 0.7500 92 69.000 48 PL300X180X10 0.0540 552 29.808 50 PL210X180X10 0.0378 184 6.955 51 PL1290X180X10 0.2322 92 21.362 55 PL1000X375X25 0.3750 92 34.500 52 PL2120X180X15 0.3816 92 35.107 61 PL180X160X10 0.0288 552 15.898 64 PL688X180X10 0.1238 92 11.390 60 PL1500X375X25 0.5625 92 51.750 62 PL1450X180X15 0.2610 92 24.012 63 PL1370X180X15 0.2466 92 22.687 53 PL1950X180X15 0.3510 92 32.292 54 PL267X180X10 0.0481 92 4.425 42 PL750X450X25 0.3375 92 31.050 44 PL200X160X20 0.0320 184 5.888 46 PL80X80X20 0.0064 368 2.355 65 PL293X180X10 0.0527 92 4.848 57 PL1815X375X40 0.6806 92 62.615 45 PL200X120X20 0.0240 92 2.208 56 PL1300X375X40 0.4875 368 179.400 59 PL400X120X10 0.0480 184 8.832 66 PL10 0.0300 828 24.840 67 PL10 0.0072 46 0.331 68 PL10 0.0071 46 0.327 1587.66 2468.27 1389.05 289.90 1328.08 242.02 101.98 62.800 78.500 117.750 157.000 196.250 314.000 22.400 99705.05 193759.20 163560.64 45514.30 260635.70 75994.28 2284.35 841454 Kg. TOTAL LENGTH OR AREA (m/m2) UNIT WEIGTH (Kg) WEIGTH (Kg) GRAND TOTAL (Kg) MATERIAL SCHEDULE PURLIN 2 64 UNP 140 L=5990 64 1 2 64 UNP 140 L=5990 64 1 ~ ~ ~ 5 SLOPED WASHER d 12 (SAG ROAD) ~ ~ ~ d 12 (SAG ROAD) PURLIN SLOPED WASHER 4 5 5 2 d 14 (HOLES) PURLIN S-213 3 3 SECTION 1:10 4 SECTION 1:10 S-210 S-211 S-212 `FR1, 3 64 UNP 140 L=6295 64 1 S-213 3 S-D-231 `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, `FR1, 1 64 UNP 140 L=6795 64 1 S-D-231 S-213 3 4 1x28 L 60x60x6 L=2350 28 1 (RAFTER BRACING) 6 d 16 SL=440000 1 1 (SAG ROAD) PURLIN PURLIN PURLIN S-D-231 PURLIN PURLIN S-D-231 S-D-231 DETAIL a S-213 PURLIN DETAIL a S-213 DETAIL a S-213 PURLIN 5 PURLIN 5 d 14 (HOLE) d 18x50 (SLOT) 5 5 2 9 UNP 140 L=90648 9 1 (GIRTS) (PURLINS) (PURLINS) (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 3 64 UNP 140 L=6295 64 1 (PURLINS) (PURLINS) 3 64 UNP 140 L=6295 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 3 64 UNP 140 L=6295 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) 2 64 UNP 140 L=5990 64 1 (PURLINS) (PURLINS) Pos Spec. Shape L/A No. d12 d16 PL6 L60 UNP120 UNP140 1 UNP140 6.795 128 869.760 2 UNP140 5.990 2368 14184.320 3 UNP140 6.295 256 1611.520 4 L60 2.350 172 404.200 5 d12 Cont. 6035 - 6035 6 d16 Cont. 1350 - 1350 7 PL6 0.0291 258 7.508 8 UNP120 0.140 430 60.200 6035.00 1350.00 7.51 404.20 60.20 16665.60 0.888 1.578 47.100 5.420 13.400 16.000 5359.08 2130.30 353.72 2190.76 806.68 266649.60 277490 Kg. TOTAL LENGTH OR AREA (m/m2) UNIT WEIGTH (Kg) WEIGTH (Kg) GRAND TOTAL (Kg) MATERIAL SCHEDULE 6x1000=<> 5 5 6 7 UNP 140 L=84600 7 1 (GIRTS) 7 2 UNP 140 L=37290 2 1 (GIRTS) 8 2 UNP 140 L=43290 2 1 (GIRTS) 6x1000=<> 5 5 10 9 UNP 140 L=84648 9 1 (GIRTS) 3x1000=<> 6 2 UNP 140 L=84600 2 1 (GIRTS) 8 2 UNP 140 L=43290 2 1 (GIRTS) 3x1000=<> 10 4 UNP 140 L=84648 4 1 (GIRTS) 7 2 UNP 140 L=37290 2 1 (GIRTS) 2 4 UNP 140 L=90648 4 1 (GIRTS) PURLIN PURLIN 5 PURLIN 5 d 14 (HOLE) d 18x50 (SLOT) c DETAIL S-219 54 UNP 140 L=28900 1 1 (GIRT) 55 UNP 140 L=34290 1 1 (GIRT) 38 UNP 140 L=22150 1 1 (GIRT) 38 UNP 140 L=22150 1 1 (GIRT) 40 UNP 140 L=58600 1 1 (GIRT) 40 UNP 140 L=58600 1 1 (GIRT) 42 UNP 140 L=56003 1 1 (GIRT) 41 UNP 140 L=57903 1 1 (GIRT) 43 UNP 140 L=54103 1 1 (GIRT) 44 UNP 140 L=52203 1 1 (GIRT) 45 UNP 140 L=50303 1 1 (GIRT) 46 UNP 140 L=47597 1 1 (GIRT) 47 UNP 140 L=41699 1 1 (GIRT) 48 UNP 140 L=35800 1 1 (GIRT) 49 UNP 140 L=29901 1 1 (GIRT) 50 UNP 140 L=24003 1 1 (GIRT) 51 UNP 140 L=18104 1 1 (GIRT) 52 UNP 140 L=12206 1 1 (GIRT) 53 UNP 140 L=6307 1 1 (GIRT) 5 5 A 5 B `WP10, 70 BOX 120x120x6.3 L=1777 1 1 5 5 +0.35 (T.O.B.PL.) 5 5 5 5 d 12 SL=220700 1 1 (SAG-ROD) 56 d 16 SL=26260 1 1 (DIAGONAL MEMBER) `WP9, `WP8, `WP7, `WP6, `WP5, `WP4, `WP3, 5 +5.90 (T.O.TIE BEAM) 5 +11.70 (T.O.TIE BEAM) A S-218 S-D-252 5 5 +0.35 (T.O.B.PL.) 5 16x1000=<> `WP2, A S-218 E S-218 5 5 5 5 5 5 5 5 5 5 e DETAIL S-219 54 UNP 140 L=28900 1 1 (GIRT) 55 UNP 140 L=34290 1 1 (GIRT) 38 UNP 140 L=22150 1 1 (GIRT) 40 UNP 140 L=58600 1 1 (GIRT) 40 UNP 140 L=58600 1 1 (GIRT) 42 UNP 140 L=56003 1 1 (GIRT) 41 UNP 140 L=57903 1 1 (GIRT) 43 UNP 140 L=54103 1 1 (GIRT) 44 UNP 140 L=52203 1 1 (GIRT) 45 UNP 140 L=50303 1 1 (GIRT) 46 UNP 140 L=47597 1 1 (GIRT) 47 UNP 140 L=41699 1 1 (GIRT) 48 UNP 140 L=35800 1 1 (GIRT) 49 UNP 140 L=29901 1 1 (GIRT) 50 UNP 140 L=24003 1 1 (GIRT) 51 UNP 140 L=18104 1 1 (GIRT) 52 UNP 140 L=12206 1 1 (GIRT) 53 UNP 140 L=6307 1 1 (GIRT) 5 39 UNP 140 L=18700 1 1 (GIRT) 39 UNP 140 L=18700 1 1 (GIRT) 57 UNP 140 L=24700 1 1 (GIRT) 57 UNP 140 L=24700 1 1 (GIRT) 38 UNP 140 L=22150 1 1 (GIRT) 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 37 BOX 120x120x6.3 L=4912 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 36 BOX 120x120x6.3 L=5447 1 1 b DETAIL 1:10 S-216 6 PURLIN UNP 140 (GIRT) UNP 140 (GIRT) FRAME `FR1, 4 S-216 UNP 140 (GIRT) UNP 140 (GIRT) 6 Min.<> UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) d 12 (SAG ROAD) ~ ~ ~ ~ ~ ~ 5 BOX 120x120x6.3 (TIE BEAM) SLOPED WASHER d 12 (SAG ROAD) B 5 5 6 59 PL 10 (mm THK) A=10260 86 1 A BOX 120x120x6.3 (TIE BEAM) d 12 (SAG ROAD) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 5 5 6 59 PL 10 (mm THK) A=10260 86 1 d 12 (SAG ROAD) SLOPED WASHER d 12 (SAG ROAD) d 12 (SAG ROAD) d 12 (SAG ROAD) d 12 (SAG ROAD) d 12 (SAG ROAD) d 12 (SAG ROAD) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) 5 5 5 6 59 PL 10 (mm THK) A=10260 86 1 BOX 120x120x6.3 (TIE BEAM) F 1:10 5 d 14 (HOLE) d 14x50 (SLOT) F UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) UNP 140 (GIRT) d 12 (SAG ROAD) d 12 (SAG ROAD) d 12 (SAG ROAD) 5 UNP 140 (GIRT) 5 SECTION Pos Spec. Shape L/A No. d12 d16 PL8 PL10 PL15 PL20 L60 UNP120 UNP140 1 BOX120X120X6.3 5.587 37 206.719 2 UNP140 90.648 13 1178.424 3 L60 1.200 86 103.200 4 UNP120 3.320 8 26.560 5 d12 Cont. 1561.02 - 1561.02 6 UNP140 84.600 9 761.400 7 UNP140 37.290 4 149.160 8 UNP140 43.290 4 173.160 9 UNP120 5.330 4 21.320 10 UNP140 84.648 13 1100.424 11 PL6432X200X10 1.2864 2 2.573 12 PL6432X480X8 3.0874 1 3.087 13 PL480X90X8 0.0432 32 1.382 14 PL10520X200X10 2.1040 4 8.416 15 PL10520X480X8 5.0496 2 10.099 16 PL13684X200X15 2.7368 4 10.947 17 PL470X90X8 0.0423 80 3.384 18 PL13684X470X8 6.4315 2 12.863 19 PL16828X250X15 4.2070 4 16.828 20 PL16828X470X8 7.9092 2 15.818 21 PL18358X250X20 4.5895 4 18.358 22 PL18358X460X8 8.4447 2 16.889 23 PL460X90X8 0.0414 20 0.828 24 PL16858X250X15 4.2145 4 16.858 25 PL16858X470X8 7.9233 2 15.847 26 PL15364X200X15 3.0728 4 12.291 27 PL15364X470X8 7.2211 2 14.442 28 PL13858X200X15 2.7716 4 11.086 29 PL13858X470X8 6.5133 2 13.027 30 PL11957X200X10 2.3914 4 9.566 31 PL11957X480X8 5.7394 2 11.479 32 PL7054X200X10 1.4108 2 2.822 33 PL7054X480X8 3.3859 1 3.386 34 BOX120X120X6.3 0.777 1 0.777 35 BOX120X120X6.3 6.420 1 6.420 36 BOX120X120X6.3 5.447 27 147.069 37 BOX120X120X6.3 4.912 2 9.824 38 UNP140 22.150 4 88.600 39 UNP140 18.700 2 37.400 40 UNP140 58.600 4 234.400 41 UNP140 57.903 2 115.806 42 UNP140 56.003 2 112.006 43 UNP140 54.103 2 108.206 44 UNP140 52.203 2 104.406 45 UNP140 50.303 2 100.606 46 UNP140 47.597 2 95.194 47 UNP140 41.699 2 83.398 48 UNP140 35.800 2 71.600 49 UNP140 29.901 2 59.802 50 UNP140 24.003 2 48.006 51 UNP140 18.104 2 36.208 52 UNP140 12.206 2 24.412 53 UNP140 6.307 2 12.614 54 UNP140 28.900 2 57.800 55 UNP140 34.290 2 68.580 56 d16 Cont. 52.52 - 52.52 57 UNP140 24.700 2 49.400 58 PL200X20X10 0.0040 12 0.048 59 PL10 0.0103 258 2.657 60 PL600X300X15 0.1800 18 3.240 61 PL10 0.0156 36 0.562 62 PL350X150X10 0.0525 18 0.945 63 UNP120 0.160 24 3.840 64 PL10 0.0301 120 3.612 65 PL10 0.1027 60 6.162 66 PL10 0.0595 4 0.238 67 PL10 0.0306 8 0.245 68 PL250X250X10 0.0625 128 8.000 69 PL8 0.0021 256 0.538 70 BOX120X120X6.3 1.777 1 1.777 1561.02 52.52 123.07 45.85 71.25 18.36 103.20 51.72 4871.01 372.59 0.888 1.578 62.800 78.500 117.750 157.000 5.420 13.400 16.000 22.492 1386.19 82.88 7728.80 3599.22 8389.69 2882.52 559.34 693.05 77936.16 8380.29 111638 Kg. TOTAL LENGTH OR AREA (m/m2) UNIT WEIGTH (Kg) WEIGTH (Kg) GRAND TOTAL (Kg) BOX 120x120x6.3 Pos Spec. Shape L/A No. PL8 PL10 PL12 L60 L80 L90 6 L90 3.939 268 1055.652 5 L90 8.015 134 1074.010 2 BOX120X120X6.3 5.587 155 865.985 7 L60 1.200 258 309.600 16 PL10 0.0219 768 16.819 8 PL250X250X10 0.0625 2408 150.500 9 PL8 0.0021 4816 10.114 4 L90 4.039 244 985.516 3 L90 8.214 122 1002.108 1 BOX120X120X6.3 5.147 410 2110.270 14 PL12 0.0917 172 15.772 11 PL12 0.1260 1072 135.072 15 PL10 0.0781 48 3.749 10 PL250X220X10 0.0550 820 45.100 13 PL10 0.0480 124 5.952 12 PL12 0.2007 256 51.379 23 PL10 0.1045 24 2.508 18 L80 4.269 24 102.456 20 L80 4.107 24 98.568 17 L80 8.665 12 103.980 19 L80 8.334 12 100.008 21 L80 8.032 12 96.384 22 L80 3.953 24 94.872 10.11 224.63 202.22 309.60 596.27 4117.29 2976.26 62.800 78.500 94.200 5.420 9.660 12.200 22.492 634.91 17633.45 19049.12 1678.03 5759.97 50230.94 66942.04 161928 Kg. TOTAL LENGTH OR AREA (m/m2) UNIT WEIGTH (Kg) WEIGTH (Kg) GRAND TOTAL (Kg) MATERIAL SCHEDULE S-D-231 PURLIN PURLIN PURLIN PURLIN S-D-231 PURLIN PURLIN S-D-231 5-FOR TYPICAL WELD DETAILS OF PLATE SEE DWG NO S-204. S-D-220 S-D-220 FRAME `FR1, d 12 (SAG ROAD) 5 5

Language	English
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, complete, drawings, DWG, factory, hall, industrial, industrial building, structural