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IC3D example dwgs

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QTY. SITE BOLTS LENGTH 3/4"Ø A325N4 1 3/4" 3/4"Ø A325N4 2" GRID LOC REF DWGQTY 4-/A.5-A E11 A ISSUED FOR APPROVAL 17/07/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S1 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CARBON STEEL BUILDINGS BW 15/07/14 CENTRAL WATER PROJECT S1 CHECKED BY:DATE: (D/M/Y) REV# AHOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 14-0120 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH (mm) WT. (KG) REMARKS MATL ABM# S1 1 S1 1 C250X23 3543 81 300W 0STAIR L5 1 C250X23 3716 85 300W L6 1 C250X23 930 21 300W L7 1 C250X23 294 7 300W L8 1 C250X23 294 7 300W L14 1 L76X76X9.5 893 10 300W L16 1 L127X127X7.9 1028 16 300W L20 1 L102X76X9.5 245 3 300W L21 1 L102X76X9.5 245 3 300W L23 1 L102X76X9.5 350 4 300W L25 1 L76X51X6.4 1016 6 300W L26 1 L127X76X9.5 178 3 CUT 76 LEG 300W P6 1 PL8X59 144 1 350W P8 9 PL4X525 1028 165 BENT 300W P9 1 PL4X197 1028 7 BENT 300W P11 1 PL4X238 1028 8 BENT 300W 6 3/4"Ø A325N BOLT 44 0 Workshop TOTAL WEIGHT THIS DRAWING 428 72 60 195 76104270 L25 6 PP 3 3 25@200 (3) X 1 34/ " A325N IN L L20 & L21 L26 L21 L8 P11 P9 L16 L14 L6 L5 P8 P8 P8 P8 P8 P8 P8 P8 P8 A - A 213 73.5 16.5° 250 75 163 893 930 895 2224 2525 10276 137 1559@180=1621194 319 319 0 333 652 333 985 333 1318 333 1651 333 1984 333 2317 333 2650 333 2983 333 3316 400 3716 3716 287 3062 855 255 9@280=2520 1143 3918 FULL STRENGTH WELD 6 6 33° PP 8 45° 6 PP 8 60° PP 161 32.5° 250 6470 80133 37 91 25 294 299 29 18038 180 75 35 59 2866 122 45 45 101 610166 1028 E E L25 C C B B A A L5 L6L14 L16 L23 P6 P9 P11 L8 L21 L7 L20 L26 S1 9- P8 44 659 35 35 37 255 2520 1143 893 101 41 2816 1101 D D 6 80@300 6 80@300 150 @ ENDS 76 8252 324 136 3543 91 3407 289@180=1621194 6 6 L7 P11 P9 P6 L23 L16 P8 P8 P8 P8 P8 P8 P8 P8 P8 B - B 25 17 289 195 72 76104270 1448 161 26 163 319 319 0 333 652 333 985 333 1318 333 1651 333 1984 333 2317 333 2650 333 2983 333 3316 255 9@280=2520 90 2816 49 2873 2865 8 60 66 3 SIDES 6 6 L25 3 X (x) SLOTS IN L L20 & L21 S1 L20 161 32.5° 250 25 44 44 610166 89 83 32 73 89 83 32 270 270 5 L21 - L25 5 L20 - L25 6 L21 - L25 6 L21 - L25 SHOP NOTE SHOP WELD L25 ONLY TO L20 & L21 AS SHOWN 2 X (x) SLOTS 2 X (x) SLOTS L25 S1 L20 L7 L21 L8 P11 L5 C - C 127 239 644 8 144 260 28 324 76 288 2 X (x) SLOTSS1 P9 P6 L23 L16 P8 D - D 238 10 SHOP NOTE DO NOT WELD P11 TO L25 L25 P11 P8 E - E
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 20/12/13 EDCON Power Tongs E1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A GREY PRIMER JOB# 1166 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 13/03/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ELEVATION VIEW SEE DWG E5 ROOF PLAN SEE DWG E3 2ND FLOOR PLAN SEE DWG E2 EDCON Power Tongs - ISOMETRIC VIEW (LOOKING NORTH-EAST) STAIR #1 SEE DWG E8 ELEVATION VIEW SEE DWG E5 ANCHOR BOLT PLAN SEE DWG EM1 MISC FRAMING BELOW SEE DWG E9 RTU FRAMES SEE DWG E11 ROOF HATCH LADDER SEE DWG E9 STAIR #2 & HANDRAIL SEE DWG E7 STAIR #3 & HANDRAIL SEE DWG E10 ELEVATION VIEW SEE DWG E4 TRANSFORMER ENCLOSURE SEE DWG E12 STAIR #3 & HANDRAIL SEE DWG E10 STAIR #2 & HANDRAIL SEE DWG E7 ELEVATION VIEW SEE DWG E4 BOLLARDS SEE DWG E12 RTU FRAMES SEE DWG E11 MISC FRAMING BELOW SEE DWG E9 2ND FLOOR PLAN SEE DWG E2 EDCON Power Tongs - ISOMETRIC VIEW ELEVATION VIEW SEE DWG E6 (LOOKING SOUTH-WEST) ROOF HATCH LADDER SEE DWG E9 STAIR #1 SEE DWG E8 ROOF PLAN SEE DWG E3
SHOP NOTE: GRIND SMOOTH ALL EXPOSED WELDS & EDGES QTY. SITE BOLTS LENGTH 5/8"Ø WEDGE_ANC BOLT2 4" 3/4"Ø A325N BOLT2 2 1/2" 3/4"Ø A325N BOLT2 2" GRID LOC REF DWGQTY 2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S1 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 02/01/14 EDCON Power Tongs S1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# S1 1 S1 1 C310X31 11'-5 1/4" 238 300W 0STAIR L79 1 C310X31 4'-0 3/16" 84 300W L84 1 C310X31 11'-7 3/16" 242 300W L86 20 L38X38X6.4 8" 31 300W L88 1 L102X76X9.5 6 1/2" 5 300W L89 1 L102X76X9.5 6 1/2" 5 300W L92 2 L102X76X9.5 4" 6 300W L94 1 L102X76X9.5 11 1/4" 8 300W L97 1 L102X76X13 5 1/4" 5 300W L118 1 L127X76X6.4 3'-2" 21 300W Z16 L140 1 L127X127X6.4 2'-10 15/16" 24 300W Z16 P80 2 PL1/4"X2 5/8" 5 9/16" 2 350W P84 1 PL1/4"X2 5/8" 2 5/8" 0 350W P85 1 PL1/4"X1 3/4" 2 5/8" 0 350W P120 10 SHT8GAX21 3/16" 3'-2" 290 8GA SHEET 300W P126 1 SHT8GAX7 1/16" 3'-2" 10 8GA SHEET 300W 6 STUD 1/2" DIA 8" 3 TOTAL WEIGHT THIS DRAWING 973 3'-10716/ 2'-101516/ 4'-0316/ 13'-612/ 3 x STUD_12/ X8 14/ 3 SIDES B/S A - A 51116/ 4316/218/ 5916/ 6'-5 11'-5 1 4/ 3 1 16/ 5 11 16/ 5 1116/ 0 1'-0 15 16/ 1'-6 58/ 1'-0 15 16/ 11'-3 116/ 2 3 16/ 11'-5 14/ 14/ 9'-6116/ 3 10@11=9'-2 1516/ 11@61316/=6'-32 12/6'-412/ L118 316/ 14/ 3 SIDES DET. A 316/ 3"@12 316/ 3"@12 FULL STRENGTH P126 SHT8GA 10- P120 (N/S) 10- L86 (N/S) 316/ 2"@9 316/ 2 316/ 2 316/ 2 316/ 2 RET @ ENDS S1 L140 P80 L92 L97 L79 1 61316/ 218/ 2 1 38/ 1158/ 634/ 2 1516/ 4 316/ 11 16/ 6 13 16/ 218/ 218/ 8 2 716/ 3 7 16/ 3716/ 7 3916/178/ 2716/ 3316/ 11'-1 1 2/ RD 1 11 7 16/ 1'-0 15 16/ 2'-7 916/ 1'-0 15 16/ 3'-8 12/ 1'-0 15 16/ 4'-9 716/ 1'-0 15 16/ 5'-10 38/ 1'-0 15 16/ 6'-11 516/ 1'-0 15 16/ 8'-0 14/ 1'-0 15 16/ 9'-1 316/ 1'-0 15 16/ 10'-2 18/ 1 4 61116/ 3 312/ 1'-2 1'-2 3716/ 15.88° 12 134/ 3716/ 658/ 7 L89 L88 258/516/516/258/ 2116/2116/ 3'-2 B B A A P126 SHT8GA 258/ 14/ 258/516/ 178/218/ 3 9'-2 1516/ 4'-0316/ 3'-10716/ 134/ 51116/ 2'-101516/ 3'-2 7 4 3 9'-2 4 118/ 3'-1058/ 134/ 9'-618/ 4'-038/ 14/ L118 B/E 316/ P84 316/ P86 L88 L89 1 x 1116/ "Ø L92 L92 L140 L94 D D C C P84 P85 L118 10- L86 10- L86 10- P120 SHT8GA 258/ 14/ 5 11 16/ 5 1116/ 0 1'-0 15 16/ 1'-6 58/ 1'-0 15 16/ 11'-3 116/ 4 1 8/ 11'-7 316/ 11@61316/=6'-32 9'-9 3 10@11=9'-2 4 12/6'-414/14/ 3 7 16/ 10 5 16/ 2 3 8/ 11'-7 3 16/ 3 1 16/ 11 7 16/ 14/ 3 SIDES 10- L86 (F/S) SHOP NOTE: SEE SECT A-A FOR TYP DETAILS & DIM`S NOT SHOWN P84 P85 L118 L92 P80 L94 L84 B - B 7716/ 31.81° 12 212/ 9'-618/ 258/ 1'-0 15 16/ 2'-7 916/ 1'-0 15 16/ 3'-8 12/ 1'-0 15 16/ 4'-9 716/ 1'-0 15 16/ 5'-10 38/ 1'-0 15 16/ 6'-11 516/ 1'-0 15 16/ 8'-0 14/ 1'-0 15 16/ 9'-1 316/ 1'-0 15 16/ 10'-2 18/ 1 912/ 118/ 7 314/ 134/ 612/14/ 6'-5 4 3 16/ 2 3 4/ 214/ 5 SHOP NOTE: NO PAINT INTERIOR FACES (TYP) 316/ 2"@9 P120 L118 C - C 51'-21'-2 11116/ 2 3 214/ 912/ 212/ 7 3'-2 3 x STUD_12/ X8 L84 L79 L97 L94 P84 P85 L118 P120 S1 2 X (1316/ "x1") SLOTS D - D 11116/3916/ 2716/ 512/ MAINTAIN L97 L79 S1 14/ 38/ 45° G PP 14/ 14/ DETAIL A
SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN ENDS OF HSS AS REQ'D QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT4 2 1/4" GRID LOC REF DWGQTY 2.1/K E21 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - COLUMN FRAME - F2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 23/12/13 EDCON Power Tongs F2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F2 1 F2 1 HSS127X127X8.0 24'-8 7/8" 472 CS-1E 350W 0COLUMN FRAME Z2 L9 1 L127X127X6.4 7'-6 1/4" 62 300W Z16 L27 1 L127X127X6.4 9 1/4" 6 300W Z16 L103 1 L76X76X9.5 5" 3 300W L130 1 HSS127X127X8.0 24'-7 3/4" 470 CS-1E 350W Z23 L138 1 L127X127X6.4 6'-3" 52 300W Z16 L159 1 L76X76X6.4 5" 2 300W Z33 L228 1 W360X33 7'-7" 168 350W Z15 L230 1 W360X33 7'-7 3/16" 168 BEV CUT 2E 350W Z15 L239 1 HSS127X127X6.4 13'-6 5/16" 211 BEV CUT 2E 350W Z18 L240 1 HSS127X127X6.4 6'-8 1/16" 104 BEV CUT 2E 350W Z14 L245 1 HSS127X127X6.4 13'-1 7/16" 205 BEV CUT 2E 350W Z14 L254 1 HSS127X127X6.4 6'-7 7/16" 103 BEV CUT 2E 350W Z17 L255 1 HSS127X127X6.4 6'-1 7/8" 96 BEV CUT 2E 350W Z14 L256 1 HSS127X127X6.4 6'-6 13/16" 102 BEV CUT 2E 350W Z17 L259 4 HSS127X127X6.4 8 1/8" 42 350W Z30 L272 1 C310X31 8'-3" 172 300W Z13 L280 2 L152X102X13 7" 19 300W L341 3 L102X76X9.5 7" 15 300W L343 4 L102X76X9.5 9" 25 300W L344 4 L102X76X9.5 9" 25 CUT 3" LEG 300W L346 2 L102X76X9.5 1'-0" 17 300W P4 2 PL3/4"X14" 1'-2" 83 350W P23 1 PL3/8"X3 1/2" 6 1/4" 2 350W P26 1 PL3/8"X3 1/2" 6 3/16" 2 350W P37 2 PL3/8"X4 1/2" 4 1/2" 4 350W P69 1 PL1/2"X9 3/4" 1'-5 5/16" 17 350W P115 1 PL1/4"X4 3/4" 5" 2 350W P134 4 PL3/8"X3 1/4" 5" 7 350W P135 1 PL3/8"X4 1/2" 4 3/4" 2 350W P136 1 PL3/8"X4 1/2" 5" 2 350W P150 2 PL3/8"X4" 9 9/16" 6 350W P158 4 PL3/8"X6" 6" 15 350W P159 2 PL3/8"X6" 6 1/2" 8 350W P166 1 PL1/2"X4" 1'-4 9/16" 9 350W P172 2 PL3/8"X4 1/2" 4 5/8" 4 350W 13 STUD 1/2" DIA 8" 7 TOTAL WEIGHT THIS DRAWING 2714 34/ 34/ 634/ 2316/ 1'-21516/ 412/ 2 1 4/ 2 1 4/ 112/ 112/ 8'-3 1 16/ 1 16 / 6'-10 11 16/6'-9 13 16/ 3 1 8/ 1 3 8/ 12 18/ 2 9'-7716/ 316/ 7'-7316/ 316/ 812/ 24'-878/ 118/ 5 14/914/ 412/ 14/ 38/818/ 812/ 38/818/ 24'-238/ 23'-712/ 678/ 6'-8 15 16/ RD 7 8/ 7 8/ 6 11 16/ 71316/ 12 812/ 12 1 3 4/ 1 3 4/ 6 11 16 / 6'-8 1 16 / 13'-1 7 16/ 8'-0 6 6 0 14/ 60° PP A A B B P4 P4 516/ 6'-7 7 16/ 6'-8 13 16 / RD 13'-6 5 16 / 38/38/ 3 5 16/ 1 2/ 912/ 11'-218/ 12'-458/ 23'-6116/ 38/ 61316/ 714/ 714/ 9'-1012/ 22'-234/ 24'-818/ 24'-1014/ (HSS127X127X8.0 x 24'-8 78/ ) 11'-338/ 11'-938/ 12'-378/ 24'-114/ 678/ 24'-818/ L346 L344 L344 L344 L346 L344 14/ 14/ BUILD UP AS REQ'D (316/ ) PP, B/S 14/ 3 SIDES (316/ ) PP, B/S TYP U/NOTED L280 6 x STUD_12/ X8 P23 G G G G F F E E D D C C L130 P115P37 P172 P69 P37 L159 P172 P136 P134 (B/S) P134 (B/S) 6 x STUD_12/ X8 F2 L228 L9 L239 L254 L259 L27 L103 P26 L245 L240 L230 L259 L259 L256 L255 L272 L138 L259 12/ 6'-1 7 8/ 2 3'-8 9'-914/ 1'-0 P150 L341 L343 L341 14/ 14/ 3 SIDES P166 P158 P159 CUT SQ 316/ 316/ 14/ 14/ 14/ 916/ (516/ ) 33° PP 38/ (14/ ) 57° PP 14/ B/S 716/ (516/ ) 55° PP 916/ (516/ ) 35° PP 916/ (516/ ) 35° PP 516/ (316/ ) PP, B/S 6'-114/ 6'-114/ RD EL99'-8 EL105'-10 2 86'-38 412/ 14/ 234/ 51316/ 2'-7 12'-414/ 34/ 1 EL112'-1 58/ 58/ 21 8/ 3 5 16 / 612/ 1 2/ 1 2 13 16/ 6 6 612/ 12/ 7'-614/34/ 14/ 14/ 12'-212/ 1112/8'-0 113 16 / 1 2 3 4/ 6'-6 13 16/ 6'-9 15 16 / 6'-7 3 4/ 1 1 8/ 1 1 8/ 2 7 8/ 1 12/ 58/ 2516/51316/ 234/ 2'-612/ 24'-914/ 12/ EL124'-6 14/ (316/ ) PP, B/S P150 L343 L341 P158 14/ 14/ 14/ 916/ (516/ ) 33° PP 14/ PP, B/S 38/ (14/ ) 57° PP 516/ 23'-134/ 24'-41116/ L280 24'-878/ 34/ 55 L280 L280 14/ 14/ L9 P135L103 P26 P23 L272P4 L228 L230 L130 B - B 33 33333 212/212/ 11'-378/ 23'-734/ 6'-114/RD 11'-078/ 3 23'-312/ 55 212/212/ 55 12'-212/ 22 134/ 3 134/ 134/ 24'-734/ 38/ 12'-414/ 316/ 12/ RET & TOP (TYP) 14/3 SIDES L346 L344 (B/S)L344 (B/S) L346 12'-414/ 12'-414/ 0 24'-10 34/ 55 14/ 14/ P134 L259 P134 L27 P115 L272 L259 P134 P172 L9 L230 L254P4 A - A 12'-5 24'-914/ 24'-878/ 412/412/ 91316/ 12 3 3 1'-012/ 2516/ 8716/178/ L343 L341 L343 L341 L341 L343 L343 2 x (1316/ "x1") SLOTS P150 14/3 SIDES 14/3 SIDES F2 L259 P172 L159 P136 P134 P37 P69 11'-714/ 12'-734/ 212/ 212/ 212/334/ 234/ 12/5716/ 6'-114/RD 10'-714/ 4 8 3 3 612/ 4 12'-012/ 212/ 114/ 134/ 22 23'-014/ 4 8 3 3 24'-014/ 55 212/ 212/ 212/334/ 24'-512/ 212/ 114/ 14/ 38/ 22 5 5 557'-255 8'-0 4 x 1 916/ "Ø 4 x 1 916/ "Ø P69 P4 P4 F2 North L130 C - C 1'-2 4'-912/ 1'-2 5'-1112/ 312/ 6'-3 1012/6'-31012/ 134/ 134/ 438/438/ 112/8'-0112/ 578/46'-7516/4578/ SHOP NOTE: NO PAINT INT ANGLE FACES 316/ 316/ 316/ 3"@12 L130 L240 L245 L255 L272 F2 L138 D - D 112/ 112/ RD 1'-2 1'-312/ 1'-2 2'-512/ 1'-2 3'-712/ 58/L341 12/L343 1112/ 814/ 212/ SHOP NOTE: NO PAINT INT ANGLE FACES 316/ 316/ 316/ P37 316/ 3"@12 316/ 3"@12 14/ 14/ PP, BUILD UP ON HSS RAD 14/ 14/ L130 L228 L9 L259 P134 L27 P115 L103 P26 P23 P134 F2 E - E 2 458/458/ 912/ 14/914/ 14/ 434/ 3 516/CTRD 21 2/ 2 12/ 112/ 538/ 278/ 11316/ 2516/ 4716/ 1012/ 1012/ RD1'-2 2'-012/ 1'-2 3'-212/ 1'-2 4'-412/ 1'-2 5'-612/ 1'-2 6'-812/ 934/ 7'-614/ 7'-614/314/ 2516/4716/ 12 12 12 6916/ 21 2/ 316/ 2 716/ 134/ 3 L344 L344 L346 L343L341 L343 L341 134/CUT LEG 58/L341 12/L343 1112/12/ 11 814/ 814/ L344 PP 316/ P134 L259 P37 P134 F2 P136 L159 14/ 45° PP 316/ 14/ 45° PP 14/ PP, 3 SIDES L230 L130 L280 P135 F - F 2 5 2 14/ 14/ 3 3 134/CUT LEG 516/CTRD 12/ 212/ 2 2 2 L343 L341 L346 P158 L344 212/334/ 7NOPAINT 51316/ 14/ 458/ 18/ 11 812/ 38/818/ 316/ 316/ SHOP NOTE MAINTAIN FOR FIELD WELDING P150 NO PAINT SEAL 316/ 3 SIDES F2 L259 P172 G - G
SHOP NOTE: 1) FULLY WELD ALL PIPE JOINTS 2) GRIND SMOOTH ALL WELDS & EDGES QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY 2.1-2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - HANDRAIL - R1 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 24/12/13 EDCON Power Tongs R1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# R1 1 R1 1 PIPE1-1/4STD 11'-11 9/16" 26 A53 0HANDRAIL L198 1 PIPE1-1/4STD 1'-11 5/16" 4 A53 L200 3 PIPE1-1/4STD 2'-9 3/4" 18 A53 L201 2 PIPE1-1/4STD 3'-6 5/16" 15 A53 L202 1 PIPE1-1/4STD 3'-3 3/4" 7 A53 L204 1 PIPE1-1/4STD 6 1/16" 1 A53 L211 1 PIPE1-1/4STD 3 15/16" 1 A53 L212 1 PIPE1-1/4STD 2 13/16" 1 A53 L216 27 ROD3/4" 2'-4 3/8" 93 300W L217 1 ROD3/4" 2'-4 7/8" 4 300W L282 1 PIPE1-1/4STD 4 13/16" 1 A53 TOTAL WEIGHT THIS DRAWING 170 8'-678/ 1'-101516/1'-101516/2'-118/ 2 21316/ 10'-41316/ 33 8/ 2'-13 8/ 1 2'-55 8/ 2'-65 8/ 318/ L217 L216 L216 L216 L198 L202 L201 L201 L200 L200 2'-738/ 2'-6916/1316/ L212 L282 L211 L204 A A 6'-358/ 2'-11 3'-1 3'-1 1'-1 3'-5 3 16 / 3'-7 9 16 / 3'-7 9 16 / 4 4 8@358/ =2'-5 4 4 8@358/ =2'-5 4 11'-11 9 16 / SHOP NOTE: NO PAINT 2" AROUND POST ENDS L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L200 L216 L216 L216 R1 12/4 7716/ 31.81° 12 1916/ 3'-0 1 412/2'-578/1 2'-11516/ 2'-978/ 2 8@358/ =2'-5 2'-314/ 2'-11516/ 1'-738/8116/ 778/2'-3716/ 13 16 / 1'-3 5 16 / 41316/ 6116/ R1 L212 L211 L282 L204 2'-738/ 2'-6916/1316/ 6116/ 5316/ 41316/ 31516/ SHOP NOTE: NO PAINT 2" AROUND RAIL END SHOP NOTE: NO PAINT 2" AROUND RAIL END L204 L282 L217 A - A
QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY 2.1-2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - HANDRAIL - R2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 24/12/13 EDCON Power Tongs R2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# R2 1 R2 1 PIPE1-1/4STD 11'-4 9/16" 24 A53 0HANDRAIL L199 1 PIPE1-1/4STD 2 7/8" 1 90° SR ELBOW A53 L200 3 PIPE1-1/4STD 2'-9 3/4" 18 A53 L201 3 PIPE1-1/4STD 3'-6 5/16" 23 A53 L205 1 PIPE1-1/4STD 4 13/16" 1 A53 L206 1 PIPE1-1/4STD 2 1/16" 0 A53 L207 1 PIPE1-1/4STD 5 5/16" 1 A53 L216 27 ROD3/4" 2'-4 3/8" 93 300W L219 1 ROD3/4" 2'-7 1/2" 4 300W L276 1 PIPE1-1/4STD 2'-10 13/16" 6 A53 TOTAL WEIGHT THIS DRAWING 171 5'-111516/ 8'-1034/ 1'-101516/1'-101516/1'-101516/ 1316/ 3'-1 3'-1 3'-1 81516/ 10'-01316/ 3'-7 1 2/ 11'-4 9 16/ SHOP NOTE: 1) FULLY WELD ALL PIPE JOINTS 2) GRIND SMOOTH ALL WELDS & EDGES L216 L216 L216 L216 L216 L201 L201 L201 L276 2'-101316/ 12/2'-978/716/ 1 12/ 5316/ 3'-0 2'-6 58/ 2'-5 58/ 1 1316/ 2'-1 38/ 3 38/ 4 4 8@358/ =2'-5 4 31516/ 8@358/ =2'-5 3'-8 1 2/ 3'-7 1 2/ SHOP NOTE: NO PAINT 2" AROUND POST ENDS L216 L216 L216 L216 L216 L216 L216 L216 L216 R2 L200 L200 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 12 31.81° 7716/ 4 2'-578/138/ 1916/ 2'-11516/ 41316/ 8@358/ =2'-5 3716/2'-10 5516/ 358/ 4716/ 358/ 2'-9316/1316/ 4116/ 414/ 41116/ 5 L205 L206 L207 L199 A A L216 L216 L200 L219 41316/ 31516/ 258/ 11316/ R2 L206 L205 L199 L207 218/ 212/ 41316/ 31516/ 11316/ 2'-10 2'-9316/1316/ SHOP NOTE: NO PAINT 2" AROUND ELBOW END SHOP NOTE: NO PAINT 2" AROUND RAIL END L219 L205 L206 L207 L199 R2 A - A
SHOP NOTE: GRIND SMOOTH ALL EXPOSED WELDS & EDGES QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT2 2 1/2" 3/4"Ø A325N BOLT2 2 1/4" 3/4"Ø A325N BOLT4 2" GRID LOC REF DWGQTY 2.1-2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 02/01/14 EDCON Power Tongs S2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# S2 1 S2 1 C310X31 11'-9 15/16" 246 300W 0STAIR L26 1 L127X127X6.4 3'-2" 26 300W Z16 L80 1 C310X31 3'-7 1/4" 75 300W L81 1 C310X31 12'-2 7/8" 255 300W L86 20 L38X38X6.4 8" 31 300W L88 1 L102X76X9.5 6 1/2" 5 300W L89 1 L102X76X9.5 6 1/2" 5 300W L93 1 L102X76X9.5 11 1/4" 8 300W L94 1 L102X76X9.5 11 1/4" 8 300W L96 1 L102X76X9.5 11 1/4" 8 300W L98 1 L102X76X13 8 1/2" 8 300W L118 1 L127X76X6.4 3'-2" 21 300W Z16 L139 1 L127X127X6.4 2'-11 15/16" 25 300W Z16 P81 2 PL1/4"X1 7/16" 2 5/8" 1 350W P83 1 PL1/4"X2 5/8" 5 7/16" 1 350W P85 2 PL1/4"X1 3/4" 2 5/8" 1 350W P120 10 SHT8GAX21 3/16" 3'-2" 290 8GA SHEET 300W P127 1 SHT8GAX9 9/16" 3'-2" 13 8GA SHEET 300W 9 STUD 1/2" DIA 8" 5 TOTAL WEIGHT THIS DRAWING 1030 6'-10 14/6'-912/14/ S2 L94 P83 L96 A - A 212/ 52 9 16 / 11 8/ 43 8/ 51 2/ 15 16 / 33 8/ 15 16 / 31 16 / 115 16 / 212/912/ 14/ 1716/ 134/14/ 118/ 1116/ 9'-5316/ 258/ 11 8/ 2 87 8/ 313 16 / 31 4/ 1'-0 15 16 / 6'-815 16 / 1'-0 15 16 / 7'-97 8/ 1'-0 15 16 / 8'-1013 16 / 1'-0 15 16 / 9'-113 4/ 1'-0 15 16 / 11'-011 16 / 95 16 / 11'-915 16 / 118/ 6916/214/ 5716/14/ 111316/10@61316/=5'-8316/2 3 10@11=9'-2 4 P85 P81 L118 L26 P127 SHT8GA 10- P120 (N/S) SHT8GA 10- L86 (N/S) 14/ 3 SIDES 14/ 3 SIDES 316/ 2"@9 316/ 2 316/ 2 316/ 2 316/ 2 RET @# ENDS 212/ 61116/218/ 2 1 1158/ 38/ 61316/ 218/ 613 16 / 11 16 / 43 16 / 215 16 / 1 8 218/ 334/ 9'-9 9'-812/ 14/ 1 19 16 / 51 2/ 11'-9 15 16 / 31 4/ 31 4/ 0 1'-0 15 16 / 1'-43 16 / 1'-0 15 16 / 2'-51 8/ 1'-0 15 16 / 3'-61 16 / 1'-0 15 16 / 4'-7 1'-0 15 16 / 5'-715 16 / 13'-612/ 3'-1058/ 4'-038/ 4'-112/ B B 118/ 1516/ 9'-5316/ 1516/ 3 9'-2 3 9'-2 4 3'-2 L81 P83 L139 L80 14/ L26 B/E 14/ L118 B/E L94 L96 F FE E D D C C A A P81 P85 L118 L26 P127 SHT8GA P81 P85 10- L86 10- P120 SHT8GA 10- L86 134/ 218/178/ L89 L88 212/912/ 52 9 16 / 11 8/ 43 8/ 51 2/ 15 16 / 37 16 / 7 8/ 31 8/ 115 16 / 14/ 3 x STUD_12/ X8 L139 L93 L98 L80 L81 L88 L89 B - B 3'-2116/ 134/ 312/ 1'-2 1'-2 312/ 7116/ 2'-111516/ 214/ 3116/ 1'-0 15 16 / 8'-79 16 / 1'-0 15 16 / 9'-81 2/ 1'-0 15 16 / 10'-97 16 / 10 3 4/ 11'-83 16 / 1 7'-3 13'-612/ 10'-2716/ 3'-31316/ 3 10@11=9'-2 91116/ 3716/ 741316/ 111316/10@61316/=5'-8316/2 638/ 10- L86 (F/S) SHOP NOTE: SEE SECT A-A FOR TYP DETAILS & DIM`S NOT SHOWN 38/ 45° 14/ PP 14/ 14/ 14/ 3 SIDES B/S 316/ 3"@12 316/ 3"@12 14/ 3 SIDES 1916/518/111316/ 3 1 3316/ 3716/ 15.88° 12 3716/ 37 16 / 12'-2 7 8/ 31 4/ 0 31 4/ 1'-0 15 16 / 1'-015 16 / 1'-0 15 16 / 2'-17 8/ 1'-0 15 16 / 3'-213 16 / 1'-0 15 16 / 4'-33 4/ 1'-0 15 16 / 5'-411 16 / 1'-0 15 16 / 6'-55 8/ 1'-0 15 16 / 7'-69 16 / 214/ 7 212/ 912/ 212/ 912/ 11116/11116/ 134/ 14/ 134/ 14/ 516/258/258/516/ 51'-21'-2 3'-2 2 X (1316/ "x1") SLOTS 2 X (1316/ "x1") SLOTS L81 P85 L118 P81 P85 L93 L94 P81 S2 P120 SHT8GA C - C 3 111316/ 51'-21'-2 14/ 5716/ 712/ 212/ 11116/ 3'-2516/ 3 x STUD_12/ X8 2 X (1316/ "x1") SLOTS L26 L81 L96P83 L98 P127 SHT8GA P120 SHT8GA S2 D - D 61116/218/ 5 SHOP NOTE: NO PAINT INT FACES 316/ 2"@9 L118 P120 E - E 1 61116/218/ 111316/ 316/ 2"@9 SHOP NOTE: NO PAINT INT FACES L26 P120 P127 F - F
QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT6 2" GRID LOC REF DWGQTY 5.2-6.1/J-H E81 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 02/01/14 EDCON Power Tongs S3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# S3 1 S3 1 HSS203X203X8.0 9'-5 1/8" 301 350W 0STAIR Z2 L1 1 HSS305X203X13 17'-11 3/4" 1124 350W L30 1 HSS305X203X13 2'-2 5/16" 137 350W L31 1 HSS305X203X13 1'-5 1/8" 89 350W L32 1 HSS305X203X13 4'-8 7/8" 296 350W P8 16 PL3/4"X11" 2'-0" 853 350W P9 1 PL1/2"X4 1/16" 2'-0" 13 350W P10 20 PL1/2"X6 1/2" 2'-0" 410 350W P11 40 PL1/2"X5 11/16" 9" 146 350W P12 1 PL3/4"X16" 1'-4" 54 350W P13 1 PL3/4"X16" 2'-6" 102 350W P20 1 PL3/4"X11 3/8" 2'-0" 58 350W P21 1 PL3/4"X30" 4'-2" 316 350W P36 1 PL3/8"X7 1/4" 11 5/8" 9 350W P74 1 PL1/4"X30" 4'-2" 0 Neoprene P77 19 PL1/4"X11" 2'-0" 0 Neoprene P78 1 PL1/4"X8" 2'-0" 0 Neoprene P87 1 PL1/2"X13 3/4" 1'-2" 27 350W P88 2 PL1/2"X4 1/16" 9" 7 350W P173 3 PL3/4"X11" 2'-0" 160 350W TOTAL WEIGHT THIS DRAWING 4102 1'-10 9'-658/14/5 9 3 8/ 9 38/ 0 1'-0 15 16/ 1'-10 516/ 6 15 16/ 6 1516/ 0 1'-0 15 16/ 1'-7 78/ 1'-0 15 16/ 2'-8 1316/ 5916/16@61316/=9'-1116/ P9 P88 (B/S) CC A - A EL109'-778/ 1'-0 15 16/ 13'-8 1116/ 1'-0 15 16/ 14'-9 58/ 1'-0 15 16/ 15'-10 916/ 1'-0 15 16/ 16'-11 12/ 10 7 16/ 17'-9 1516/ RISER PTS 1'-0 15 16/ 11'-4 516/ 1'-0 15 16/ 12'-5 14/ 1'-0 15 16/ 13'-6 316/ 1'-0 15 16/ 14'-7 18/ 1'-0 15 16/ 15'-8 116/ 1'-0 15 16/ 16'-9 1'-0 15 16/ 17'-9 1516/ TREAD PTS 17'-21316/ 1316/ 16@11=14'-8 2'-6 1'-312/ 1'-212/ 1 13 16/ 6 3 4/ 17'-11 3 4/ 6 1'-0 S3 L30 L31 DET. B S3-A P74 Neop Pad P21 1'-0 15 16/ 2'-11 14/ 1'-0 15 16/ 9'-4 1516/ 1'-0 15 16/ 10'-5 78/ 1'-0 15 16/ 11'-6 1316/ 1'-0 15 16/ 3'-9 34/ 1'-0 15 16/ 4'-10 1116/ 1'-0 15 16/ 5'-11 58/ 1'-0 15 16/ 7'-0 916/ 1'-0 15 16/ 8'-1 12/ 1'-0 15 16/ 9'-2 716/ 1'-0 15 16/ 10'-3 38/ 1'-6 9 16/ 11 14'-9516/ 13'-4516/ 3316/ 16- P11 (B/S) 16- P10 16- P8 16- P77 Neop Pads P13 L1 DET. A S3-A 1'-0 15 16/ 4'-0 14/ 1'-0 15 16/ 5'-1 316/ 1'-0 15 16/ 6'-2 18/ 1'-0 15 16/ 7'-3 116/ 1'-0 15 16/ 8'-4 1'-0 15 16/ 12'-7 34/ EL99'-8 34/9'-518/34/ 55 3 7 16/ 1'-0 15 16/ 1'-0 1516/ 0 TREAD PTS 1'-0 15 16/ 2'-1 78/ 1'-0 15 16/ 3'-2 78/ 2 1 2/ 2 12/ 0 RISER PTS 1'-0 15 16/ 1'-3 716/ 1'-0 15 16/ 2'-4 38/ 1'-0 15 16/ 3'-5 516/ 12 31.81° 7716/ 11'-91516/1'-0116/ 9'-658/ 7'-101316/ 4'-8 7 8/ 3@11=2'-9 9'-518/ 2'-3516/ P10 DET. E S3-A DET. D S3-A P173 P173 P173 P11 (B/S) P11 (B/S) P11 (B/S) P11 (B/S) P20 P78 Neop Pad L1 S3 P12 B - B EL99'-8 34/ EL112'-6 4@61316/=2'-3516/ 3716/ 15.88° 12 3716/ 2'-2516/38/ 1'-518/ 1'-912/ 2'-412/ 34/ 3- P77 Neop Pads P10 P74 Neop Pad P10 DET. C S3-A 1138/ 2 1 9 16/ 6 7 8/ 111316/ 34/ P10 12/ 314/ 10716/ 3316/ 1'-01'-0 66 11 14'-9516/ 6 1'-10 13'-4516/ 1'-0 14/ 14/ 14/ 4 x 1516/ "Ø 4 x 1516/ "Ø P12 S3 North P9 P88 P88 P13 L1 C - C STAIR S3 1'-01'-0 1316/ 88 A A STAIR S3 PLAN VIEW 1'-0 8 17'-21316/ 2'-6 1'-912/2'-412/ 1'-212/ L30 L32 S3 B B WORK WITH DWG S3-A 6 14'-8 SHOP OR FIELD INSTALL NEOPRENE PADS WITH REQ'D ADHESIVE. INSTALL PRECAST TREADS AT SAME TIME AS PADS. 1- P74 Neoprene Pad 1- P78 Neoprene Pad 16- P77 Neoprene Pads P87 L31 2 6 2 1'-312/ 3- P77 Neoprene Pads 1'-0 24 8 7'-1058/ 4'-22'-9111316/
WORK WITH DWG S3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 03/01/14 EDCON Power Tongs S3-A CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A GREY PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY 5916/61316/61316/ 34/4116/34/ A3 A3 SHOP NOTE: PL CONTACT POINTS SEE SECT A-A SHOP NOTE: NEOPRENE PADS NOT SHOWN FOR CLARITY P11 P8 P9 P10 P13 P11 P8 P8 P10 P88 DETAIL A DWG S3 2 6 9 3 8/ 1'-0 15 16/ 1'-0 15 16/ RISER PTS 1512/ 612/ 938/ 1316/ 11 11 6 15 16/ 1'-0 15 16/ 1'-0 15 16/ TREAD PTS 1111 10716/314/12/ A2 A2 A1A1 814/ P8NOTCH 11 12/ 44 2'-0 4884 938/ 158/ 2 6 3 8 4 x 1116/ "Ø P11 P11 P10 P8 & P173 P10 L1 A1 - A1 61316/ 512/1778/814/ P10 NOTCH 778/ 8 34/612/516/ 14/ 14/ 14/14/ P11 P11 P8 P10 P8 L1 A2 - A2 18/ 8 12/ G PP (TYP) P11 P11 P8 L1 A3 - A3 938/ 218/ 1'-312/ 612/ 61316/ L1 SHOP NOTE: NEOPRENE PADS NOT SHOWN FOR CLARITY 14/ L30 & L31 TO L1 12/ (14/ ) 32° PP 38/ (14/ ) 58° PP (316/ ) PP, B/S L1 TO S3 14/ B/S P11 P11 L30 L31 P21 S3 P10 P8 DETAIL B DWG S3 2 6 1'-0 15 16/ 34/61316/61316/ 1'-0 15 16/ TREAD PTS 1'-0 15 16/ 2 1 2/ RISER PTS 2 NOTCH (P21) X 814/ 112/ 2'-412/ 11 D1D1 SHOP NOTE: PL CONTACT POINTS SEE SECT B-BSHOP NOTE: SEE DET. A FOR TYP WELDS & DETAILS P173 P173 L32 L30 P21 P10 P10 DETAIL D DWG S3 2 2'-412/ 12/ 1'-212/1'-312/ 814/ P21NOTCH 44 1'-01'-0 S3 P10 P11 P11 L31 L32 L30 P21 L1 D1 - D1 38/ 1'-518/ 1'-912/ 1158/34/ 14/ SHOP NOTE: NEOPRENE PADS NOT SHOWN FOR CLARITY SHOP NOTE: SEE DET.B FOR F/S WELDS TO L1 (316/ ) G PP, N/S ONLY (516/ ) PP, B/S 14/ 14/ 3 SIDES 14/ (516/ ) PP, B/S 14/ 45° PP S3 L30 P21 L31 L1 DETAIL C DWG S3 2 4 55234/ 61316/ 11 1138/ 716/ 12/ 11516/ SHOP NOTE: SEE DET. A FOR TYP WELDS & DETAILS E2E2 E1 E1 P11 P11 P20 P11 P11 P173 L32 P87 P10 P10 DETAIL E DWG S3 552 534/ 534/ 1'-0 1'-0 P20 P87 L32 E1 - E1 534/534/ 88 2 4 1138/ 716/ 4 x 1116/ "Ø P10 P20 L32 P87 E2 - E2
PROJECT: DRAWN BY: DATE: (D/M/Y) TITLE: DWG# GOVAN BROWN BW 29/05/14 RBC MAPLE EDMONTON E1 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 1233 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. CUSTOMER: PARTITION SUPPORT FRAMING 0 ISSUED FOR CONSTRUCTION 23/06/14 BW B ISSUED FOR APPROVAL 09/06/14 BW A PRELIM- ISSUED FOR INFORMATION 29/05/14 BW REV DESCRIPTION DATE BY DET. A9 8 7 F 9 8 7 F F - F DETAIL A DETAIL B B - B C - C D - D G - G A - A DETAIL K 1'-6 1'-6 3'-0 OPP/ HANDG G F F DET. B COORDINATE POCKET BELOW (BY OTHERS) PARTITION STEEL SUPPORTR PLAN B1W8X21 16'-10 33'-014/ B1W8X21 KB B6 W8X21 B6 W8X21 B6 W8X21 KB KB B5W8X21 KB 1114/14'-6912/ 16'-214/ 1114/ 6'-834/ 7'-8 1'-10 1034/1034/ KB A A OPP/ HAND DET. A DET. A DET. B KB C1 C3X5 KB C2 C3X5 C4 C3X5 C3 C3X5 B4W8X21 B2 W8X21 B3 W8X21 1'-412/ 1'-534/ 114/ EXT. WALL C3 C3X5 3'-0 1134/ 5'-914/9'-49'-49'-4 178/633'-914/ 534/ 7'-8 FIELDVERIFY 24'-0 TACKLENGTHREF. 2'-214/ 16'-234/FIELDMEASURED1'-912/ BEAM & TRACK HOLE LAYOUT COORDINATE BEAM & TRACK LOCATION W/ MODERNFOLD DWG'S EXIST CONC COL EXIST CONC COL EXIST CONC COL EXT. WALL BEAM BOTT FLG (TYP) 61'-04 2'-014/ 1'-834/6 8'-01'-62'-1 5'-914/9'-534/ 615'-3 212/ 1'-6 3'-0 212/ TYP 7'-35 10 6 6 6 66 B6 W8X21 B6 W8X21 B6 W8X21 B1W8X21 B1W8X21 B3 W8X21 B2W8X21 POCKET BELOW (BY OTHERS) 1'-01'-01'-11'-03'-03'-03'-01'-71'-01'-61'-66 3'-114/ 2'-414/734/ 51'-034/ 1'-534/ 15'-10 B5W8X21B4W8X21 15'-3 9'-534/ 4 5'-914/ DET. K C1 C3X5 B1 W8X21 B2 W8X21 C4 C3X5 8- 34/ DIA X 10 HAS-E ROD HILTI_HIT150 (SHORTEN AS REQ'D) (1 34/ "x1316/ ") SLOTS IN PL C C B B PL12/ "X11 2 32 4 4 55 W8X21 C3 C3X5 KB C3X5 P1 - WASHER PL38/ "X2 X 2 @ EA ANCHOR 32 4 4 2 W8X21 6- 34/ DIA X 10 HAS-E ROD HILTI_HIT150 (SHORTEN AS REQ'D) (1 34/ "x1316/ ") SLOTS IN PL PL12/ "X9 P1 - WASHER PL38/ "X2 X 2 @ EA ANCHOR D D 112/ 112/ 4 1134/1'-014/ 2'-0 FIELDMEASURED W8X21 4 x BOLT 34/ "DIA A325 214/ KB C3X5 C3 C3X5 P1 PL WASH CUT & CHISEL ANCHOR ENDS 45 DEGREES AS REQ'D EXIST SUSPENDED CIELING 6 MIN 4MINEMBED 2 2 4 EXIST FLOOR SLAB 3 234/ 114/ 5 KB PL38/ "X3 PL38/ "X1 12/ 5 4 2 C3 C3X5 2'-0 1'-014/ KB C3X5 C1 C3X5 P18 W8X21 4 x BOLT 34/ "DIA A325 214/ EXIST FLOOR SLAB CUT & CHISEL ANCHOR ENDS 45 DEGREES AS REQ'D EXIST SUSPENDED CIELING 6 MIN 4MINEMBED 4 2 2 P1 PL38/ "X2 1134/ 4 33'-914/ 9'-4 C3 C3X5 9'-4 4 5'-914/ C2 C3X5 B1 W8X21 B3 W8X21 DET. K DET. K 9'-4 P16 C3 C3X5 B5 W8X21B4 W8X21 DET. K 3212/ 438/438/ 1'-6 2 x BOLT 34/ "DIA A325 134/ PL 3.8 (FS) B6 W8X21 B3 W8X21B2 W8X21 112/2414/2112/ 3 W8X21W8X21 8 x BOLT 34/ "DIA A325 314/ *PRETENSIONED* 2- PL1"X6 X 1'-2 14/
QTY. SITE BOLTS LENGTH 0 ISSUED TO SHOP 23/06/14 BW A ISSUED FOR APPROVAL 09/06/14 BW REV DESCRIPTION DATE BY ONE - BEAM - B2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# GOVAN BROWN BW 09/06/14 RBC MAPLE EDMONTON B2 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 1233 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# B2 1 B2 1 W8X21 9'-4 3/4" 196 350W 0BEAM P11 3 PL3/8"X5 3/4" 7 7/16" 12 350W P14 1 PL1"X6" 1'-2 1/4" 24 350W TOTAL WEIGHT THIS DRAWING 232 GRID LOC T.O.S. ELEVATIONREF DWGQTY -10"E11 12/ 12/ 12/12/ 9'-534/ (W8X21 x 9'-4 34/ ) 38/ 45° GTSM 516/ 516/ B2 P14 3- P11 (N/S) A A D D B B B B 8'-1014/ 8'-1014/ 0 4 9'-214/ 112/ 112/ 2'-178/ 2'-178/ 0 1'-6 3'-778/ 2'-1 5'-878/ P14 B2 3- P11 1'-1 5'-234/ 1'-0 4'-134/ 6 3'-134/ 1'-0 2'-734/ 1'-734/ 1'-734/ 0 114/ 114/ 10 x 716/ Ø B2 P14 3- P11 218/ 114/ 414/ 112/ 438/ 3212/ 14/ 14/ 3 SIDES P11 B2 B - B 312/414/2 112/ 112/ 112/ P14 B2 A - A
QTY. SITE BOLTS LENGTH 3/4"Ø HILTI_HIT1508 10" 3/4"Ø A325N4 2 1/4" 0 ISSUED TO SHOP 23/06/14 BW A ISSUED FOR APPROVAL 09/06/14 BW REV DESCRIPTION DATE BY ONE - HANGER - C4 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# GOVAN BROWN BW 09/06/14 RBC MAPLE EDMONTON C4 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 1233 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD.MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# C4 1 C4 1 C3X5 3" 1 300W 0HANGER L2 1 C3X5 4 15/16" 2 300W P9 1 PL3/8"X1 1/2" 3 7/8" 1 350W P16 1 PL3/8"X3" 6 7/16" 2 350W P17 1 PL1/2"X11" 1'-2 1/16" 19 350W P20 1 PL1/2"X7" 7" 7 350W TOTAL WEIGHT THIS DRAWING 31 GRID LOC REF DWGQTY E11 1316/ 12 12 1 916/ 1316/ 4 1516/2 14/ 112/ 23 8/C U T 4 12/312/ 31516/ 2 4 4 3 34/34/ 14/ 14/ 14/ 14/ 14/ PP 14/ 45° PP 316/ 45° 45° PP BB CC A A P17 P16 C4 P9 L2 P20 5 3 2 234/ 114/ 6716/ 14/ 21516/ 34/ 3 78/ 3 8/ 12 12 45° PP 45° PP 14/ 14/ 4 SIDES P17 P20 P9 P16 C4 A - A 234/114/ 112/4112/ 112/ 232 P20 L2 P9 P16 C4 4 X (1 116/ "x1316/ ") SLOTS B - B 1'-2116/ 2552 32 4 7 59 112/ 4 4 112/ 2 P17 6 X (1 34/ "x1316/ ") SLOTS 2 X (1316/ "x1 34/ ") SLOTS C4 P16 P9 L2 C - C
0 ISSUED FOR CONSTRUCTION 22/10/2013 BW A ISSUED FOR APPROVAL 18/10/2013 BW REV DESCRIPTION DATE BY CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 08/10/13 ROYAL NORTH CENTER EM1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 3 4 1 2 A 6 5 EDCB KJHGF DETAIL 5CX2 (10 LOCATIONS) DETAIL 5BX2 (16 LOCATIONS) DETAIL 5B2 (4 LOCATIONS) DETAIL 5C2 (8 LOCATIONS) DETAIL 6A (12 LOCATIONS) DETAIL 6AX (2 LOCATIONS) DETAIL 5B (4 LOCATIONS) DETAIL 5BX (2 LOCATIONS) DETAIL 5C (4 LOCATIONS) A - A DETAIL 5C3 (ONE LOCATION) B - B C - C SSPC-SP3, SHOP GREY PRIMER U/ N CUST REF DWG: S1- S7 R0 7 18'-2 20'-0 SEE DWG EM2 NOTES: 1) TOP OF CONCRETE SLAB ELEV= 100'-0 2) SEE PLAN FOR BASE PLATE DETAIL MARK 3) SEE DWG'S EM2 & EM3 FOR U/SIDE BASE PLATE ELEV'S 4) SEE PLANS FOR X, Y COORDINATES (ORIGIN GRID 6/A) 5) ALL ANCHOR BOLTS ASTM F1554-36 ANCHOR BOLT & FOUNDATION PLAN H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 107'-5 Y= 74'-11 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 23'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 23'-3 Y= 7'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 46'-3 Y= 7'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 46'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 46'-3 Y= 50'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 0'-7 Y= 25'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 69'-3 Y= 7'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 69'-3 Y= 15'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 89'-3 Y= 15'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 83'-10 Y= 15'-7 H SS6X6X3 8/ (C 6.6 ) SEE D ETAIL 6AX X= 89'-3 Y= 25'-7 H SS6X6X3 8/ (C 6.6 ) SEE D ETAIL 6AX X= 69'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 69'-3 Y= 50'-3 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 89'-3 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 48'-1 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 44'-5 Y= 74'-11 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 89'-3 Y= 74'-4 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX X= 79'-2 Y= 74'-4 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 79'-2 Y= 79'-8 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 67'-4 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 67'-4 Y= 79'-8 7 24'-8 6'-5 21'-2 23'-0 725'-08'-0 25'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 0'-7 Y= 42'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 69'-3 Y= 51'-43 4/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 23'-3 Y= 0'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 46'-3 Y= 0'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 23'-3 Y= 50'-3 7'-018'-0 7 8'-0 14'-8 16'-8 7'-08'-010'-0 GRID LINE 6/A (X=0 Y=0) H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 0'-7 Y= 0'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 8'-7 Y= 0'-7 24'-8 7 3'-0 19'-8 23'-3 30'-9 7 25'-35'-6 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 0'-7 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX X= 23'-3 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 23'-3 Y= 81'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 0'-7 Y= 81'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 3'-7 Y= 81'-0 7 14'-7 5'-5 8'-0 7 7 3 1'-134/9'-015'-114/ 1'-11 1'-10 1'-10 11'-10 4'-9 23'-0 4'-2 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 3 X= 75'-8 Y= 51'-43 4/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 69'-3 Y= 60'-43 4/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 75'-8 Y= 60'-43 4/ 3'-8 19'-3 7 7 6'-5 9'-11 10'-1 5'-4 20'-0 1'-2 15'-0 7 4'-0 6'-612/ 18'-112/8'-0 3'-6 2'-0 23'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 153'-3 Y= 79'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 201'-11 Y= 43'-81 2/ H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 201'-11 Y= 51'-81 2/ H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 178'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 178'-3 Y= 50'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 178'-3 Y= 72'-5 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 199'-4 Y= 72'-5 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 199'-4 Y= 51'-81 2/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 178'-3 Y= 79'-0 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 132'-3 Y= 17'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 132'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 132'-3 Y= 50'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 155'-3 Y= 25'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 170'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 155'-3 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 132'-3 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 132'-3 Y= 79'-0 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 109'-3 Y= 15'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 109'-3 Y= 17'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 109'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 109'-3 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 111'-1 Y= 74'-11 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 109'-3 Y= 74'-4 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 111'-3 Y= 79'-8 73 72'-0 2'-78'-0 SEE DWG EM3 21'-0 2'-0 1'-10 1'-10 23'-0 3'-10 74'-2 2'-0 74'-9 21'-0 4'-1 73'-6 23'-0 8'-0 23'-8 7 7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 201'-11 Y= 25'-7 21'-1 20'-812/3'-1 6'-7 3'-13'-6 24'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 157'-3 Y= 79'-0 21'-0 2'-7 7 1'-512/ 3'-2 412/2 412/ 2 3234/ 3 234/ A A 2- AB2 PL1"X9 12/ X 0'-9 12/ 412/ 412/ A A 2- AB2PL1"X6 X 1'-1 4 4 B B 2- AB1PL34/ "X6 X 0'-11 112/ 4 3 3 4112/ 33 B B 2- AB1 PL34/ "X8 12/ X 0'-8 12/ 44 4 4 PL34/ "X11 X 0'-11 4- AB1 412/412/ 412/ 412/ A A 4- AB2 PL1"X13 X 1'-1 44 112/ 112/ B B 4- AB1 PL34/ "X6 X 0'-11 134/ 134/ 412/412/ 4- AB2 A APL1"X7 12/ X 1'-1 112/43 3 4 112/ 112/3112/ 112/ 112/ 3 112/ 112/ 4- AB1 PL34/ "X8 12/ X 0'-8 12/ 1'-812/ 412/PROJ 1GROUT TYP ANCHOR SETTING FOR AB2 SEE DETAILS FOR QTY REQ'D & BOLT PATTERN DIM'S AB2 - ROD1 14/ X 1'-8 12/ SEE DETAIL FOR PL SIZE SEE PLAN FOR SIZE 112/ 112/ 4 3 112/ 3 112/ 345 112/3112/ 112/ C C 4- AB1 PL34/ "X8 12/ X 1'-0 H SS5X5X3 16 / SH O P W ELD ED ELEVATO R FR AM E H SS5X5X3 8/ 1'-4 312/ 4PROJ 1GROUT TYP ANCHOR SETTING FOR AB1 SEE DETAILS FOR QTY REQ'D & BOLT PATTERN DIM'S AB1 - ROD34/ X 1'-6 14/ SEE DETAIL FOR PL SIZE SEE PLAN FOR SIZE 138/ 158/ 4 312/ 6 4 4PROJ 1GROUT L4X4X38/ AB1 - ROD34/ X 1'-6 14/ HSS5X5X316/HSS5X5X38/ ELEVATOR DOOR FRAME
0 ISSUED FOR CONSTRUCTION 22/10/2013 BW A ISSUED FOR APPROVAL 18/10/2013 BW REV DESCRIPTION DATE BY CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 15/10/13 ROYAL NORTH CENTER EM2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. A 2 1 B C D E 5 4 3 F 6 412/ 4 4 4412/ 24'-1 4 44 412/412/ 412/ 3 3 7 4 7 25'-3 112/ 112/ 6'-5 9'-0 112/ 112/ 112/ 112/ 1'-8 34'-9 3 1'-11 24'-8 1'-101'-10 30'-9 23'-0 11'-10 2- AB2 2- AB1 4- AB1 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 67'-4 Y= 79'-8 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 48'-1 Y= 74'-11 U /S B PL ELEV= 99'-8 SEE D ETAIL 6A X= 69'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 69'-3 Y= 7'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 75'-8 Y= 60'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 69'-3 Y= 60'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 109'-3 Y= 74'-4 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 109'-3 Y= 17'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 109'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 109'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 111'-1 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 107'-5 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 23'-3 Y= 0'-7 22'-8 14'-8 10'-0 18'-0 725'-0 4- AB1 4- AB1 GRID LINE 6/A (X=0 Y=0) U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 23'-3 Y= 7'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 46'-3 Y= 7'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 46'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 46'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 0'-7 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 23'-3 Y= 50'-3 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 23'-3 Y= 25'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 0'-7 Y= 42'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 0'-7 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 8'-7 Y= 0'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 0'-7 Y= 0'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 46'-3 Y= 0'-7 412/ 412/ 7 8'-0 412/ 412/ 7'-08'-0 2- AB2 2- AB2 7 3 25'-3 44412/412/412/412/ 16'-88'-0 2- AB2 2- AB2 2- AB1 3 3 4 4 4 4 44 4 4 4 4 7'-0 2- AB1 4- AB1 2- AB1 2- AB1 4 4 44 44 4 4 4 4 4 4 44 44 24'-8 4- AB1 4- AB1 5'-6 23'-3 19'-8 2- AB2 2- AB2 2- AB2 2- AB2 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 67'-4 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 44'-5 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX X= 23'-3 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 3'-7 Y= 81'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 0'-7 Y= 81'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 23'-3 Y= 81'-0 412/ 5'-310 412/ 10 6'-1 412/ 412/ 7 3'-0 2- AB2 3 412/ 412/ 412/ 7 412/ 412/ 412/ 412/ 1'-10 1'-10 134/ 134/ 8 412/412/ 1'-75 6 412/ 412/ 3 23'-0 21'-2 3'-8 19'-3 4- AB2 2- AB2 2- AB2 412/ 72'-07'-5 412/ 4- AB2 4- AB2 4- AB2 4- AB1 FORCONTINUATIONSEEDWGEM3 REF. DWG EM1 ENLARGED ANCHOR BOLT SETTING PLAN U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 89'-3 Y= 15'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 83'-10 Y= 15'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6AX X= 89'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6AX X= 69'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 89'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 69'-3 Y= 15'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 3 X= 75'-8 Y= 51'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 69'-3 Y= 51'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 109'-3 Y= 15'-7 4 412/412/412/ 412/ 14'-7 5'-5 78'-03 2- AB2 2- AB2 4 4 44412/412/ 412/ 4 4 112/ 112/ 112/ 112/ 1'-134/ 112/112/ 112/112/ 4- AB1 4- AB1 4- AB1 412/ 4 4 4 4 4 4 3 SSPC-SP3, SHOP GREY PRIMER U/ N 2- AB1 2- AB1 412/412/ 412/ 412/ 44 4 4 4- AB1 20'-0 18'-2 4- AB1 2- AB2 2- AB2 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 89'-3 Y= 74'-4 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX X= 79'-2 Y= 74'-4 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 79'-2 Y= 79'-8 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 111'-3 Y= 79'-8 6'-5 3'-6 4 15'-114/ 112/ 112/ 4 412/412/ 134/134/ 112/112/ 4 4 410 2'-0 9'-8 3 1'-24'-9 412/ 412/ 3 3'-1110 9'-11 1'-2 20'-0 5'-4 10'-1 4- AB2 2- AB2 4- AB1 4- AB1 412/ 412/ 74'-9 74'-2 1'-8 4 412/ 412/ 4 4 412/ 412/ 3'-113 2'-0 3'-10
0 ISSUED FOR CONSTRUCTION 22/10/2013 BW A ISSUED FOR APPROVAL 18/10/2013 BW REV DESCRIPTION DATE BY CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 16/10/13 ROYAL NORTH CENTER EM3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 2 1 3 F G H J K 4 SSPC-SP3, SHOP GREY PRIMER U/ N 7 3'-2 24'-1 412/ 25'-3 23'-0 15'-0 1'-101'-10 20'-812/ 21'-0 ENLARGED ANCHOR BOLT SETTING PLAN 4- AB1 2- AB2 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 155'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 155'-3 Y= 25'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 157'-3 Y= 79'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 178'-3 Y= 72'-5 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 153'-3 Y= 79'-0 8'-024'-8 25'-3 2'-78'-0 2- AB1 2- AB1 4- AB1 2- AB1 FORCONTINUATIONSEEDWGEM2 SEE D ETAIL 6A X= 109'-3 Y= 50'-3 SEE D ETAIL 6A X= 109'-3 Y= 25'-7 SEE D ETAIL 5C 2 X= 109'-3 Y= 17'-7 SEE D ETAIL 5C 2 X= 109'-3 Y= 15'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 132'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 132'-3 Y= 25'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 132'-3 Y= 17'-7 412/412/ 412/ 412/ 72'-0 4 4 4 4 7 10'-0 44 4 4 4 3 4 4 4 4 4 44 44 4 4 4 4 3'-6 23'-0 23'-0 21'-0 21'-0 4'-0 2- AB2 2- AB2 2- AB2 SEE D ETAIL 5C X2 X= 111'-3 Y= 79'-8 SEE D ETAIL 5B X= 109'-3 Y= 74'-4 SEE D ETAIL 5BX2 X= 107'-5 Y= 74'-11 SEE D ETAIL 5BX2 X= 111'-1 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 132'-3 Y= 79'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 132'-3 Y= 74'-11 74'-9 10 4'-2 74'-2 2'-0 3'-10 3 7 412/412/ 412/ 3 412/ 412/ 412/ 412/ 4'-1 2'-02'-0 7 23'-8 718'-112/8'-0 1'-512/6'-612/ 2- AB1 2- AB2 2- AB2 2- AB2 2- AB2 4- AB1 4- AB1 REF. DWG EM1 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 170'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 178'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 178'-3 Y= 25'-7U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 199'-4 Y= 51'-81 2/U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 201'-11 Y= 51'-81 2/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 201'-11 Y= 43'-81 2/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 201'-11 Y= 25'-7 412/ 412/ 412/ 412/ 8'-0 44 4 4 10 4 4 7 7 10 412/412/ 44 412/ 412/112/ 112/ 2'-7 7 4 4 112/ 112/ 4 112/112/ 4 112/112/ 4 4 3 4'-1 3'-310 2 24'-3 6'-7 3'-13'-6 3'-1 21'-1 3'-2 4- AB1 4- AB1 2- AB1 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 178'-3 Y= 79'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 199'-4 Y= 72'-5
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 2 3 4 56 G F E D K J H C B A 1 2 3 D C B A 4 5 6 5 1 2 3 4 E D C G F SEE DWG E3 FOR LOW ROOF @ ELEV 118'-412/ SEE DWG E11 FOR RTU FRAMES SEE DWG E13 FOR STAIR & H/RAIL SEE DWG E8 FOR CANOPIES @ ELEV 124'-0 SEE DWG E14 FOR LADDERS SEE DWG E4 FOR ROOF @ ELEV 127'-112/ SEE DWG E5 FOR STAIR LANDINGS @ ELEV 106'-8 ROYAL NORTH CENTER ISOMETRIC VIEWS SEE DWG E2 FOR 2ND FLOOR @ ELEV 113'-8 SEE DWG EM1 - EM3 FOR ANCHOR BOLT PLAN SEE DWG E6 FOR WINDOW, SILL & HEADER FRAMING SEE DWG E5 FOR HIGH ROOF @ ELEV 131'-10 12/ SEE DWG E9 FOR CANOPIES @ ELEV 128'-0 SEE DWG E11 FOR RTU FRAMES SEE DWG E12 FOR STAIR & H/RAIL SEE DWG E5 FOR STAIR LANDINGS @ ELEV 106'-8 SEE DWG E4 FOR ROOF @ ELEV 127'-112/ SEE DWG E7 FOR VERT CROSS BRACING SEE DWG E14 FOR LADDERS SEE DWG E10 FOR ELEVATOR FRAMING SEE DWG E3 FOR LOW ROOF @ ELEV 118'-412/ SEE DWG E11 FOR RTU FRAMES SEE DWG E5 FOR HIGH ROOF @ ELEV 131'-10 12/ SEE DWG E6 FOR WINDOW, SILL & HEADER FRAMING SEE DWG E2 FOR 2ND FLOOR @ ELEV 113'-8 SEE DWG E9 FOR CANOPIES @ ELEV 128'-0 SEE DWG E3 FOR LOW ROOF @ ELEV 118'-412/ SEE DWG E7 FOR VERT CROSS BRACING SEE DWG E4 FOR ROOF @ ELEV 127'-112/ SEE DWG E14 FOR LADDERS
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 6 CBA 1 2 3 4 5 D E2 1 2 3 G C KJH SECT. B / E3 122'-0"1/2 119'-5"1/2 118'-4"1/2 G SECT. C / E3 122'-0"1/2 119'-5"1/2 118'-4"1/2 B SECT. A / E3 124'-0 118'-4"1/2 SECT. D / E3 CUST REF DWG: S5 R0 7 7 8'-0 14'-8 A E2 C 2 H SS5X5X3 16 / H SS5X5X3 8/ (F1 ) F1 C O L BEN T H SS5X5X3 8/ C 6 H SS5X5X3 16 / SEE DWG E2 FOR TYP SECTIONS & DETAILS LOW ROOF FRAMING PLAN NOTES: 1) TOP OF STEEL ELEV= 118'-4 12/ U/NOTED (-338/ ) FOR JOIST SHOE DEPTH 2) ALL BOLTS 34/ A325 U/NOTED 3) SEE JOIST DWG'S FOR JOIST DETAILS 25'-0316/16'-71316/8'-030'-9 25'-35'-6 1'-15'-0 6'-2 LOOSEDECKLLINLENGTH=66'-1012/ 7 LOOSEDECKLLINLENGTH=80'-5 59 PL14/ "X6 B H SS4X4X3 16 / PO ST (ABO VE) B E2 H SS4X4X3 16 / PO ST (ABO VE) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT H SS5X5X3 8/ (F2 ) 7'-08'-010'-025'-3 B 11'-4 11'-4 6'-2 A E2 6'-0 TJ TJ C 3 H SS6X6X1 4/ C 4 H SS6X6X1 4/ B14W14X22(-338/) B7 W14X22 B11 W14X22 B1W16X26(-338/)C 1 H SS5X5X3 16 / B15 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 16"_OWSJ 16"_OWSJ W14X22 ( F1 ) B12W14X22 B38 W8X18 B32 W12X19 B31 W8X18 16"_OWSJ 3'-63'-66'-06'-06'-2 TJ 1'-614/ 3'-4 1'-114/ 6'-26'-26'-112/6'-212/ F27 C4X4.5 ( RTU-1 ) DET. RTU-1 E11 M3 LADDER SEE DWG E14 58 PL14/ "X6 A TJTJ C 5 H SS6X6X1 4/ B18W16X36(-338/) B2W14X22(-338/) F2 C O L BEN T H SS5X5X3 8/ B19 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 16"_OWSJ W14X22(F2)(-338/) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 1'-614/ A E2 C 8 H SS6X6X1 4/ C 7 H SS5X5X3 16 / B39 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 B42W14X22 F6 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 C 9 H SS6X6X1 4/ 5'-8 5'-8 6'-2 1'-05'-1 23'-3 23'-0 3'-0 19'-8 CANOPY ABOVE SEE DWG E8 B3W18X40(-338/) H SS5X5X3 8/ F5 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F5 ) B22W16X36(-338/) B6 W14X22 B23 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 16"_OWSJ B4 W14X22 H SS4X4X3 16 / PO ST (ABO VE) B28 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 B10 W14X22 H SS5X5X3 8/ (F3 ) F3 C O L BEN T H SS5X5X3 8/ F4 H SS5X5X3 8/ H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) B5W14X22 W14X22 B8W14X22 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) B8W14X22 B47 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 5'-8 5'-9 21'-0 4'-6 LOOSE DECK L LIN LENGTH= 69'-3 23'-0 M3 LADDER SEE DWG E14 F13 C O L BEN T H SS5X5X3 8/ H SS4X4X3 16 / PO ST (ABO VE) B148 W14X22 C 32 H SS5X5X3 16 / 24'-8 25'-3 B23 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 724'-8 25'-3 B23 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 B144W14X22 B59 HSS5X5X14/ TOS EL= 116'-1112/ SEE DWG 56 C 33 H SS6X6X1 4/ 1'-03'-1 4'-1 3'-6 H SS5X5X3 8/ (F13 ) B144W14X22 B28 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 3'-1 5'-11 20'-112'-1012/ 2'-7 5'-6 24'-3 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) 18"_OWSJ B172W8X18 C 39 H SS5X5X3 16 / C 40 H SS5X5X3 16 / 6 5'-9 15'-0 DET. RTU-7 E11 F42 C4X4.5 ( RTU-7 ) SEE DWG E2 FOR TYP SECTIONS & DETAILS LOW ROOF FRAMING PLAN NOTES: 1) TOS ELEV & U/SIDE DECK ELEV= 118'-412/ U/NOTED "(-338/ )"" FOR JOIST SHOE DEPTH 2) ROOF SLOPE & LOW POINT ELEV NOTED ON PLAN 3) ALL BOLTS 34/ A325 U/NOTED 4) SEE JOIST DWG'S FOR JOIST DETAILS B171 W14X22 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT TJ B158 W8X18 (-338/ ) C 34 H SS5X5X3 16 / B153 W16X26 (-338/ ) 6 5'-0 DET. RTU-6 E11 F41 C4X4.5 ( RTU-6 ) ROOF lLOW POINT -3 U/S DECK EL= 118'-1 12/ TJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B159 W16X36 (-338/ ) C 35 H SS6X6X1 4/ B154 W18X40 (-338/ ) 4'-6 4'-6 4'-6 3'-012/ 5'-9 5'-9 3'-012/ 5 8'-0 18'-2 W14X22 ( F15 ) (-338/ ) F15 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F15 ) TJ B166 W14X22 (-338/ ) 3'-012/ 6 5'-9 5'-11 5'-11 5'-11 DET. RTU-8 E11 F43 C4X4.5 ( RTU-8 ) TJ ROOF lLOW POINT -3 U/S DECK EL= 118'-1 12/ TJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B173 W8X18 B170 W14X22 B169 W14X22 B168W14X22 B167 W16X36 (-338/ ) C 36 H SS6X6X1 4/ 5'-9 11'-6 25'-0 21'-2 712/ 2'-0 23'-0 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) CANOPY ABOVE SEE DWG E8 D E2 B E2 A E2 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT W14X22 H SS5X5X3 8/ (F14 ) F14 C O L BEN T H SS5X5X3 8/ TJ 18"_OWSJ 18"_OWSJ 18"_OWSJ C 38 H SS5X5X3 16 / B161 W14X22 B164 W14X22 B163 W14X22 B165 W14X22 (-338/ ) B156W14X22 C 37 H SS5X5X3 16 / B162W14X22 B157W14X22 B157W14X22 B152 W14X22 B155W14X22 B155W14X22 B150W14X22 B149W14X22 5'-9 5'-9 LOOSE DECK L LIN LENGTH= 20'-11 78/ 6'-6 1'-512/ 6'-75'-012/ 18'-112/8'-0 7 7 CANOPY ABOVE SEE DWG E8 D E2 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS5X5X3 8/ (F16 ) H SS4X4X3 16 / PO ST (ABO VE) F16 C O L BEN T H SS5X5X3 8/ H SS4X4X3 16 / PO ST (ABO VE) W14X22 H SS4X4X3 16 / PO ST (ABO VE) B174W14X22C 41 H SS5X5X3 16 / 338/ 3 SEE PLAN FOR SIZE & MARK SEE PLAN FOR SIZE & MARK M2 DECK L4X4X14/ SHOP WELDED TO BEAM WT4X9 1'-12'-7 SEE PLAN FOR SIZE & MARK HSS7X5X38/ U/SIDE EL= 122'-012/ SEE DWG E6 DECK L4X4X14/ SHOP WELDED TO BEAM HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 338/ 3 2'-71'-1 OWSJ (BY OTHERS) HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 SEE PLAN FOR SIZE & MARK LOOSE DECK L4X4X14/ SEE PLAN FOR LIN LENGTH REQ'D FIELD CUT FROM STOCK LENGTHS AS REQ'D HSS7X5X38/ U/SIDE EL= 122'-012/ SEE DWG E6 5'-712/ 5'-1112/ HSS4X4X316/ SHOP WELDED TO BEAM CANOPY FRAMING SEE DWG Exx
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E4 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 2 3 4 5 GFEDCB A E2 A E2 127'-1"1/2 1 SECT. A / E4 CUST REF DWG: S7 R0 LOOSE DECK L LIN LENGTH= 46'-5 12/ 2'-77'-1134/24'-814/24'-87 75'-75'-8 M3 LADDER SEE DWG E14 A E2 NOTES: 1) TOS ELEV & U/SIDE DECK ELEV= 127'-112/ U/NOTED "(-338/ )" FOR JOIST SHOE DEPTH 2) ROOF SLOPE & LOW POINT ELEV NOTED ON PLAN 3) ALL BOLTS 34/ A325 U/NOTED 4) SEE JOIST DWG'S FOR JOIST DETAILS C 33 H SS6X6X1 4/ C 32 H SS5X5X3 16 / HSS4X4X316/ POSTS FOR CANOPY ABOVE (SEE DWG E9) 12'-012/ 36'-6 36'-6 12'-712/ 5'-9 5'-1 1'-0 19'-3 5'-7 24'-8 8'-010'-0 24'-1 4'-9 25'-3 23'-0 DET. RTU-3 E11 F33 C4X4.5 ( RTU-3 ) F30 C4X4.5 ( RTU-9 ) F31 C4X4.5 ( RTU-9 ) ELEVATOR FRAME F8 SEE DWG E10 C 13 H SS6X6X1 4/ C 11 H SS5X5X3 8/ C 10 H SS5X5X3 16 / H SS5X5X3 8/ (F7 ) B106W14X22 C 14 H SS4X4X1 4/ C 23 H SS4X4X1 4/ B106W14X22 C 58 H SS4X4X1 4/ 3'-4 5'-9 24'-8 25'-3 SLOPEDOWN 817'-11 8'-010'-0 C 3 H SS6X6X1 4/ C 4 H SS6X6X1 4/ B16W8X18 B34 W16X26 (-338/ ) B40 W14X22 (-338/ ) 16"_OWSJ 1'-114/ 5'-9 M3 LADDER SEE DWG E14 C 5 H SS6X6X1 4/ B20W8X18 B36 W16X26 (-338/ ) 16"_OWSJ B26 W14X22 1'-614/ 1'-614/ 5'-05'-0 SLOPEDOWN SLOPE DOWNSLOPE DOWN ROOF lLOW POINT -1 14/ U/S DECK EL= 127'-0 14/ DET. RTU-10 E11 F29 C4X4.5 ( RTU-10 ) F32 C4X4.5 ( RTU-10 ) TJ TJ TJ B E2 16"_OWSJ C 8 H SS6X6X1 4/ C 7 H SS5X5X3 16 / M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 16"_OWSJ B52 W14X22 (-338/ ) B34 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 12'-712/ 5'-9 DET. RTU-2 E11 DET. RTU-9 E11 F28 C4X4.5 ( RTU-2 ) TJ ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ C 9 H SS6X6X1 4/ 16"_OWSJ 16"_OWSJ 16"_OWSJ B49 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 16"_OWSJ 3'-012/ 5'-9 5'-9 1'-614/ 1'-614/ SLOPEDOWN SLOPE DOWN 3'-4 3'-012/ 5'-9 5'-9 SLOPE DOWN 21'-2 23'-0 CANOPY ABOVE SEE DWG E9 5'-8 7 CANOPY BELOW SEE DWG E8 B24W14X22 HSS4X4X316/ POSTS FOR CANOPY ABOVE (SEE DWG E9) B27W14X22 B30 W14X22 B25 W14X22 5'-0 5'-0 5'-0 1'-10 3'-8 F5 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F5 ) B43W14X22 B35W14X22 B35W14X22 W14X22 B54W14X22 B53W14X22 B44W14X22 B48 W14X22 3'-03'-012/ 1'-614/ 1'-614/ 12'-012/ 7'-0 6'-8 SLOPEDOWN DET. RTU-13 E11 DET. RTU-4 E11 F38 C4X4.5 ( RTU-13 ) F36 C4X4.5 ( RTU-13 ) SEE DWG E2 FOR TYP SECTIONS & DETAILS ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ M7 LADDER SEE DWG E14 ROOF FRAMING PLAN C 19 H SS5X5X3 8/ C 20 H SS5X5X3 8/ B88 W16X26 B118 W8X18B103 W8X18 A E2 A E2 B60W8X18 ROOF HATCH TJ C 12 H SS6X6X3 8/ B86W8X10 B63W16X26 B93 W14X22 (-338/ ) B86W8X10 SLOPEDOWN SLOPE DOWN ROOF lLOW POINT - 78/ U/S DECK EL= 127'-0 58/ TJ C 21 H SS6X6X3 8/ B93 W14X22 (-338/ ) B179W16X26 B114W8X10 6'-02'-2 6'-8 SLOPE DOWN DET. RTU-11 E11 F34 C4X4.5 ( RTU-11 ) TJ TJ ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ C 22 H SS6X6X1 4/ 16"_OWSJ 16"_OWSJ B82 W8X10 B95 W16X26 (-338/ ) B121 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 16"_OWSJ F8 H SS5X5X3 16 / W8X10 W8X18 W8X18 W8X18 W8X18 6'-8 6'-8 3'-6 3'-4 6'-8 F35 C4X4.5 ( RTU-4 ) SLOPEDOWN 72'-0 SLOPEDOWN SLOPE DOWNSLOPE DOWN B130W8X10 ROOF lLOW POINT - 34/ U/S DECK EL= 127'-0 34/ TJ C E2 A E2 C 27 H SS6X6X1 4/ C 31 H SS5X5X3 16 / C 26 H SS5X5X3 16 / C 25 H SS5X5X3 16 / B133 W8X18 B136 W16X26 (-338/ ) B126W8X10 B130W8X10 B181W8X10 B125 W8X18 B180W8X10 B143W8X18 7'-0 5'-9 DET. RTU-12 E11 F39 C4X4.5 ( RTU-12 ) DET. RTU-5 E11 F40 C4X4.5 ( RTU-5 ) TJ C 28 H SS6X6X1 4/ B134 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 16"_OWSJ 16"_OWSJ 16"_OWSJ B145W8X18 B140 W14X22 6'-8 5'-9 SLOPEDOWNSLOPEDOWN 3'-4 SLOPEDOWN F37 C4X4.5 ( RTU-12 ) 3'-4 5'-9 5'-9 ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ 18'-2 LOOSE DECK L LIN LENGTH= 28'-2 18/ 20'-0 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT B131W14X22 B131W14X22 B138 W14X22 16"_OWSJ W14X22 B147W14X22 B141 W14X22 1'-11 6'-5 3'-6 3'-105'-4 4'-2 11'-10 10'-1 1'-2 20'-0 F7 C O L BEN T H SS5X5X3 8/ F9 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F9 ) C 24 H SS5X5X3 16 / B66W14X22 B85W14X22 B57 W8X10 B72 W8X10 B123 W14X22 (-338/ ) 16"_OWSJ 16"_OWSJ B100 W14X22 (-338/ ) B89 W8X10 B77 W14X22 1'-1 5'-1 5'-0 5'-0 5'-0 3'-8 21'-2 3'-107 1'-10 23'-0 CANOPY ABOVE SEE DWG E9 C E2 C 30 H SS5X5X3 8/ C 29 H SS5X5X3 16 / F11 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F11 ) B139W14X22 FIELD NOTE: THIS CONN ON WEST SIDE CANOPY BELOW SEE DWG E8 1012/ 3 2'-6 7 1012/ EL. +128'-0 HSS4X4X316/ SHOP WELDED TO BEAM DECK L4X4X14/ SHOP WELDED TO BEAM SEE PLAN FOR SIZE & MARK SEE PLAN FOR SIZE & MARK CANOPY FRAMING SEE DWG Exx
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/10/13 ROYAL NORTH CENTER E5 CHECKED BY:DATE: (D/M/Y) 11/04/13IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 B B A A ED C C F E E 1 D 3 4 D 1 127'-1"1/2 A - A 1 127'-1"1/2 B - B 1 127'-1"1/2 C - C 113'-8 D - D 113'-8 C - C 113'-8 1 E - E SEE DWG E2 FOR TYP SECTIONS & DETAILS CUST REF DWG: S9 & S4 R0 6'-5 20'-0 B109 W8X18 TOS EL= 131'-8 B55W8X18 B74W8X10 H SS4X4X1 4/ C 14 B91W8X10 B101W8X10 B101W8X10 B101W8X10 H SS4X4X1 4/ C 23 B78 W8X18 TOS EL= 131'-1012/ H SS5X5X3 8/ (C 30 ) B101W8X10 H SS4X4X1 4/ C 58 3'-8 2'-9 6'-5 1'-11 20'-0 9'-2 5'-04'-2 SLOPEDOWN F20 SEE DWG E9 NOTES: 1) TOS ELEV= 131'-1012/ @ HIGH POINT 2) ALL BOLTS 34/ A325 U/NOTED HIGH ROOF FRAMING PLAN A E2 A E2 H SS5X5X3 8/ (F9 ) H SS5X5X3 8/ (F7 ) B113 W14X22 TOS EL= 131'-1012/ 5'-11 5'-11 6'-5 6'-5 2'-0 B128W8X18 F21 SEE DWG E9 FIELD NOTE: THIS CONN ON WEST SIDE A E2 74'-2 4'-9 A E2 A E2 A E2 F7 C O L BEN T H SS5X5X3 8/ F9 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F9 ) H SS5X5X3 8/ (F7 ) B81 W8X10 C 15 H SS3X3X3 8/ B75 W8X10 B67 W8X10 B80W8X10 1'-27 11'-10 4'-1112/ 9'-11 1'-93'-7 5'-31516/ SEE E12 FOR STAIR & H/RAIL SS1000 C10X15.3 NOTES: 1) TOS ELEV ELEV= 106'-8 2) ALL BOLTS 34/ A325 U/NOTED NORTH STAIR LANDING PLAN 5'-0 7 710'-0 SEE E13 FOR STAIR & H/RAIL NOTES: 1) TOS ELEV ELEV= 106'-8 2) ALL BOLTS 34/ A325 U/NOTED SOUTH STAIR LANDING PLAN VERT BRACING SEE DWG E7 VERT BRACING SEE DWG eXX A E2 A E2 A E2 C C D D C 16 H AN G ER H SS3X3X3 8/ H SS6X6X3 8/ C 12 H SS5X5X3 8/ C 11 B73W8X10 B61W8X10 B69 W8X10 C 17 H AN G ER H SS3X3X3 8/ B68 W8X10 B70 W8X10 C 18 H AN G ER H SS3X3X3 8/ 10'-0 3'-11 5'-0 4'-2 B66 W14X22 C14HSS4X4X14/ 4'-612/ 4'-9 B55 W8X18 3'-10 1'-2 5'-0 4'-7 +131'-8 B175 W8X18 +127'-1 HSS5X5X316/ C24 B109 W8X18 C23HSS4X4X14/ B106 W14X22 SLOPING) 7 5'-0 4'-2 3'-10 1'-2 +131'-1012/ +131'-8 B128 W8X18 (SLOPING) F21 C58HSS4X4X14/ +127'-1 B106 W14X22 (SLOPING) C29 4'-7 3'-1 1012/ 4'-9 +128'-0 C30 F11 6'-858/338/ B70 W8X10 +106'-8 C18HSS3X3X38/ B92 W18X40 7'-0 +106'-8 C16 HSS3X3X38/ C17 HSS3X3X38/ B69 W8X10 V11 HSS4X4X14/ B87 W16X26 7 7'-0 +106'-8 B67 W8X10 C15HSS3X3X38/ B65 W8X18
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/10/13 ROYAL NORTH CENTER E7 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 127'-1"1/2 113'-8 100'-0 ED DET. A DET. B 127'-1"1/2 113'-8 100'-0 4 3 100'-0 127'-1"1/2 113'-8 4 3 100'-0 D DETAIL A 100'-0 DETAIL B 7'-0 14'-7 13'-8 FIELD NOTE: BRACE CONN PL ON NS (TYP) CROSS BRACING @ LINE 4 C17 HSS3X3X38/ C16 HSS3X3X38/ B102 W8X18 V9 HSS4X4X 1 4/ B103 W8X18 6'-8 +106'-8 GRADE BEAM V8 HSS4X4X 1 4/ 5 3'-11 B69 W8X10 13'-512/ B88 W16X26 V9 HSS4X4X 1 4/ 5 HSS5X5X38/ C20 V12 HSS4X4X 1 4/ V13 HSS4X4X14/ V11 HSS4X4X 1 4/ 5'-5 V10 HSS4X4X 1 4/ HSS5X5X38/ C19 B116 W16X26 B117 HSS7X5X38/ F10 HSS7X5X38/ HSS5X5X316/ B118 W8X18 B97 W8X18 10'-0 10'-0 13'-813'-512/ FIELD NOTE: BRACE CONN PL ON NS (TYP) CROSS BRACING @ LINE E B105 W16X26 V14HSS4X4X 14/ V4HSS4X4X 14/ B179 W16X26 GRADE BEAM V15 HSS4X4X1 4/ V5 HSS4X4X1 4/ 5 V13 HSS4X4X1 4/ 7 V3 HSS4X4X1 4/ HSS6X6X38/ C21 5 7 Z469 PL7 14/ "X157 12/ 10'-0 7 7 10'-0 13'-512/ CROSS BRACING @ LINE D B62 W16X26 B63 W16X26 V1 HSS4X4X1 4/ V5 HSS4X4X1 4/ 6'-87'-0 13'-8 +106'-8 V6 HSS4X4X1 4/ 5 V2HSS4X4X 14/ V4HSS4X4X 14/ V3 HSS4X4X1 4/ 7'-8 B61 W8X10 V7HSS4X4X 14/ 5 FIELD NOTE: BRACE CONN PL ON NS (TYP) HSS5X5X38/ C11 HSS4X4X14/ V8 HSS4X4X14/ V11 HSS5X5X38/ C19
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 29/10/13 ROYAL NORTH CENTER E8 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY A 1 B DET. B 1 DET. BDET. B DET. D DET. A G DET. A DET. C DET. BDET. BDET. B JH DET. D DET. A DET. B DET. B DET. B DET. ADET. C 2 3 K DETAIL A SEE PLAN FOR ORIENTATION DETAIL B SEE PLAN FOR ORIENTATION DETAIL C SEE PLAN FOR ORIENTATION DETAIL D SEE PLAN FOR ORIENTATION B1 - B1 D1 - D1 A1 - A1 DETAIL E SEE PLAN FOR ORIENTATION E2 - E2 E1 - E1 E2 E2 DETAIL F SEE PLAN FOR ORIENTATION CUST REF DWG: S6 R0 SEE DWG E9 FOR HIGH ROOF CANOPIES 5'-6 3'-1 5'-8 5'-8 5'-8 5'-8 5'-1 57'-11 5'-12'-10 6 9'-2 1'-45'-02'-10 30'-10 2'-6 23'-3 5'-1 PL38/ "X3 CANOPY POST BASE PL @ EL. 118'-412/ SEE PLAN ON E3 DET. ADET. BDET. B NOTES: 1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325 NORTH-WEST CANOPY FRAMING @ ELEV. 124'-0 DET. D DET. C DET. B DET. A H SS5X5X3 8/ (F4 ) H SS4X4X3 16 / (BELO W )F4 H SS4X4X3 16 / (BELO W )B10 H SS4X4X3 16 / (BELO W )B10 H SS4X4X3 16 / (BELO W )B10 H SS4X4X3 16 / (BELO W )F3 H SS4X4X3 16 / (BELO W )F4 H SS4X4X3 16 / (BELO W )B3 F17 HSS4X4X316/ 7 1'-0 5'-9 56'-2 23'-0 DET. E NOTES: 1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325 NORTH-EAST CANOPY FRAMING @ ELEV. 124'-0 CANOPY POST BASE PL @ EL. 118'-412/ SEE PLAN ON E3 H SS4X4X3 16 / (BELO W )F14 1'-0 55'-11 3'-12'-10 3'-6 5'-1 5'-9 5'-9 5'-9 H SS5X5X3 8/ (F13 ) F23 HSS4X4X316/ H SS4X4X3 16 / (BELO W )F13 H SS4X4X3 16 / (BELO W )F13 H SS4X4X3 16 / (BELO W )B152 H SS4X4X3 16 / (BELO W )B152 H SS4X4X3 16 / (BELO W )B152 2'-512/ 2'-1012/5'-1112/2'-10 5'-9 5'-9 5'-9 5'-9 5'-1 23'-0 DET. F F25HSS4X4X316/ F24 HSS4X4X316/ H SS4X4X3 16 / (BELO W )B164 H SS4X4X3 16 / (BELO W )B161 H SS4X4X3 16 / (BELO W )B161 H SS4X4X3 16 / (BELO W )B161 H SS4X4X3 16 / (BELO W )C 38 24'-81'-512/ 26'-112/ 6'-1 8'-7 5'-6 3'-1 2'-7 7 4'-10 3'-1 7'-11 2'-96'-66'-76'-76'-512/3'-1 31'-1112/ F26HSS4X4X316/ NOTES: 1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325 SOUTH-EAST CANOPY FRAMING @ ELEV. 124'-0 CANOPY POST BASE PL @ EL. 118'-412/ SEE PLAN ON E3 3'-2 2'-27 H SS4X4X3 16 / (BELO W )F16 H SS4X4X3 16 / (BELO W )C 39 H SS4X4X3 16 / (BELO W )F16 H SS4X4X3 16 / (BELO W )B174 H SS4X4X3 16 / (BELO W )B174 H SS4X4X3 16 / (BELO W )C 41 H SS4X4X3 16 / (BELO W )B166 55 A1 A1 PL38/ "X3 L4X4X38/ L4X4X38/ H SS4X4X3 16 / (BELO W ) 112/434/ B1 B1 PL38/ "X4 PL38/ "X3 H SS4X4X3 16 / (BELO W ) L4X4X38/ 434/ 112/ PL38/ "X3 B1B1 L4X4X38/ H SS4X4X3 16 / (BELO W ) 112/112/ L4X4X38/ PL38/ "X3 D1 D1 212/ U/SIDE ELEV. +124'-0 BOLT 34/ "DIA A325 6 PL38/ "X3 PL38/ "X4 L4X4X38/ HSS4X4X316/ FRAME (SEE PLAN) 212/ HSS4X4X316/ (SEE PLAN) U/SIDE ELEV. +124'-0 BOLT 34/ "DIA A325 6 PL38/ "X3 L4X4X38/ FRAME (SEE PLAN) 212/ U/SIDE ELEV. +124'-0 PL38/ "X3 L4X4X38/L4X4X38/ FRAME (SEE PLAN) HSS4X4X316/ (SEE PLAN) 1'-01'-0 116/FRAME END END FRAME 3 x BOLT 34/ "DIA A325 512/ H SS4X4X3 16 / (BELO W ) E1 E1 E2 E2 L4X3X14/ 2 116/FRAME END END FRAME 116/FRAME END END FRAME 2'-0 MAX 2'-0 MAX 116/FRAME ENDEND FRAME 3 x BOLT 34/ "DIA A325 512/ L4X3X14/
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 30/10/13 ROYAL NORTH CENTER E10 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY ELEVATOR FRAME ISOMETRIC (LOOKING SOUTH-EAST) ELEVATOR FRAME ISOMETRIC (LOOKING NORTH-EAST) 127'-1"1/2 113'-8 100'-0 2 EAST ELEVATION (LOOKING WEST) DET. A 127'-1"1/2 113'-8 100'-0 2 WEST ELEVATION (LOOKING WEST) DET. B 127'-1"1/2 113'-8 100'-0 D NORTH ELEVATION (LOOKING NORTH) 127'-1"1/2 113'-8 100'-0 D SOUTH ELEVATION (LOOKING NORTH) 113'-8 2 DETAIL A / E10 113'-8 2 DETAIL B / E10 HSS5X5X38/ TYP U/NOTED TOS EL. 127'-078/ EAST W8X18 W8X18 W8X18 F8HSS5X5X316/ HSS5X5X316/ W8X18 W8X18 W8X18 SOUTH HSS5X5X316/ HSS5X5X316/ TOS EL. 127'-0916/ TOS EL. 127'-112/ TOS EL. 127'-112/ W8X18 W8X18 W8X10 TOS EL. 127'-112/ M6 LADDER SEE DWG E14 WESTNORTH HSS5X5X316/ HSS5X5X316/ HSS5X5X316/ F8HSS5X5X316/ F34 C4X4.5 ( RTU-14 ) SEE DWG E11 TOS EL. 127'-078/ TOS EL. 127'-112/ TOS EL. 127'-0916/ W8X18 W8X18 W8X18 W8X18 W8X10 W8X18 W8X18 W8X18 W8X18 5'-3 9'-0 5'-3 8'-10 13'-512/ F34 C4X4.5 DET. A W8X18 EL.+127'-01116/ B83 W8X10 B94 W18X40B84 W8X10 3'-4 434/ 6 8'-65'-2 13'-8 2- 12/ x5 WEDGE BOLTS POWER FASTERNERS OR EQUIV. 3 GA 312/ EMBEDMENT 58/ W8X18 EL.+127'-078/ B85 W14X22 5 338/ 5 338/ 1'-134/ (SIM.) B82 W8X10 B95 W16X26 6 6'-1112/ DET. B 6'-812/6'-4716/7'-1116/ W8X18 W8X18 B65 W8X18 B66 W14X22 HSS6X6X14/C13 (SIM.) B33 W18X40 B49 W16X26 6 58/ EL.+127'-078/ F8HSS5X5X316/ W8X18 W8X18 6'-4716/ 78/ W8X18 EL.+127'-058/ 6'-812/6'-1112/ 6 7'-1116/ 6'-5 W8X18 1'-134/ 212/ 834/ 338/ 3212/ HSS5X5X316/ W18X40 B94 W8X10 B83 3212/ 212/ 534/ 1'-134/ W8X10 STUB HSS6X6X14/ C13
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/11/13 ROYAL NORTH CENTER E11 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU A ISSUED FOR APPROVAL 25/11/13 BW REV DESCRIPTION DATE BY 5'-612/ 63'-4 3'-012/ 5'-11 DET. C DET. A (TYP U/N) F43 C4X4.5 ( RTU-8 ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B167 W16X36 F46 C4X4.5 ( RTU-8 ) DETAIL RTU-8 (DWG. E3 ) 3'-012/ 3'-42'-212/ 6'-2 DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ F27C4X4.5 (RTU-1) DETAIL RTU-1 E3 5'-612/ 63'-4 3'-012/ 4'-6 DET. C DET. B DET. BDET. B DET. A (TYP U/N) F41 C4X4.5 ( RTU-6 ) B150W14X22 B155W14X22 18"_OWSJ B154 W18X40 18"_OWSJ F44 C4X4.5 ( RTU-6 ) DETAIL RTU-6 (DWG. E3 ) 5'-612/ 63'-4 3'-012/ 5'-9 DET. A (TYP U/N) DET. C DET. B DET. B DET. B B159 W16X36 18"_OWSJ 18"_OWSJ B157W14X22 B157W14X22 F42 C4X4.5 ( RTU-7 ) F45 C4X4.5 ( RTU-7 ) DETAIL RTU-7 (DWG. E3 ) 5'-612/3'-012/ 6'-8 5'-9 3'-4 DET. A (TYP U/N) DET. E DET. E F36 C4X4.5 ( RTU-13 ) F38 C4X4.5 ( RTU-13 ) DETAIL RTU-13 (DWG. E4 ) 5'-612/ 3'-012/ 3'-4 6'-8 5'-9 DET. B DET. B DET. D DET. DDET. A (TYP U/N) F39 C4X4.5 ( RTU-12 ) F37 C4X4.5 ( RTU-12 ) 16"_OWSJ B106W14X22 B131W14X22 DETAIL RTU-12 (DWG. E4 ) 5'-612/ 2'-212/3'-4 3'-012/ 6'-8 DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ F35 C4X4.5 ( RTU-4 ) DETAIL RTU-4 (DWG. E4 ) 5'-612/ 2'-212/3'-4 3'-012/ 5'-9 DET. A (TYP U/N) F40 C4X4.5 ( RTU-5 ) 16"_OWSJ16"_OWSJ DETAIL RTU-5 (DWG. E4 ) 3'-6 6'-11 2'-2 DET. A (TYP U/N) DET. B DET. B F8W8X18 16"_OWSJ F34 C4X4.5 ( RTU-11 ) DETAIL RTU-11 (DWG. E4 ) 3'-012/ 5'-612/ 3'-4 5'-9 5'-9 DET. E DET. E DET. A (TYP U/N) 16"_OWSJ F32 C4X4.5 ( RTU-10 ) F29 C4X4.5 ( RTU-10 ) 16"_OWSJ 16"_OWSJ DETAIL RTU-10 (DWG. E4 ) 5'-612/ 3'-42'-212/ 3'-012/ 5'-9 DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ F33 C4X4.5 ( RTU-3 ) DETAIL RTU-3 (DWG. E4 ) 3'-012/ 5'-612/ 3'-4 5'-9 5'-9 DET. D DET. DDET. B (TYP U/N) B44W14X22 F31 C4X4.5 ( RTU-9 ) F30 C4X4.5 ( RTU-9 ) B35W14X22 B43W14X22 DETAIL RTU-9 (DWG. E4 ) 3'-012/ 5'-612/ 3'-42'-212/ 5'-9 F28 C4X4.5 ( RTU-2 ) DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ DETAIL RTU-2 (DWG. E4 ) 6 14/ 14/ TYP C4X4.5 SEE PLAN C4X4.5 SEE PLAN 2- L2-12/ X2-12/ X516/ 2- L2-12/ X2-12/ X516/ SEE PLAN DETAIL C 21116/ 4516/ 614/ 1316/ C4X4.5 RTU FRAME SEE PLAN FOR MARKS JOIST TOP CHORD (BY OTHERS) 14/ L7X4X38/ x 5 DETAIL A 312/ C4X4.5 SEE PLAN SEE PLAN L5X5X38/ x 5 14/ DETAIL B 312/ 312/ 14/ C4X4.5 SEE PLAN C4X4.5 SEE PLAN L5X3X38/L5X3X38/ SEE PLAN DETAIL D 4 4 318/ 318/ 516/ 60° PP 14/ 14/ 14/ 14/ L6X4X38/ L6X4X38/ C4X4.5 SEE PLANC4X4.5 SEE PLAN JOIST TOP CHORD (BY OTHERS) DETAIL E
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/11/13 ROYAL NORTH CENTER E14 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU A ISSUED FOR APPROVAL 25/11/13 BW REV DESCRIPTION DATE BY A A A - A B - B C - C 5'-6 M6 ACCESS LADDER FRAME F8 1'-6 +/- FIELD LOCATE 9@1'-06 9'-6 ELEVATOR PIT ACCESS LADDER CC BB LAG SCREW W/1/2 DIA SCREWS INTO WOOD BLOCKING (BY OTHERS) 12/ X312/ WEDGE BOLT (4 REQ'D IN CONC) 812/ JANITOR ROOM @ LINE 3 (LOOKING SOUTH) FIN 2ND FLOOR ROOF HATCH ACCESS LADDER BB M7 ACCESS LADDER T.O. LADDER T.O. RUNG +128'-812/ +127'-112/ 16"_OWSJ +128'-0 +114'-0 1'-212/4'-04'-02'-32'-6 1'-5 (EST.T.O.PARAPET) 6516/CLEAR 2'-91316/ +/- (EST.) 5'-3 8'-5 14@1'-0 1'-712/10@1'-0 1'-112/ ONE CAGED LADDER @ GRID G/2 ONE CAGED LADDER @ GRID B/2 SLOPED ROOF INSULATION M3 CAGED LADDER ROD34/ T.O. RUNG +130'-0 514/ 2'-0 514/ 1'-0 1'-412/ 2'-03'-13'-12'-01112/ 1'-0 1'-0 10 10 712/10'-64'-0 SIM. (LOOKING EAST) AS SHOWN (LOOKING WEST) U/SIDE DECK T.O. PARAPET +118'-412/ +133'-6 +119'-0 +129'-6 M4 L8X4X12/ 2 1'-114/ 2'-714/ 1'-1112/ 42'-012/ 612/1'-01'-0 714/ 9 714/ 6 3 10'-6638/ 8'-612/5'-1112/ M5 L8X4X12/ FIELD NOTE: M9 & M10 FOR LADDER @ LINE G ADD CONN'S TO STUD WALL/PARAPET AS REQ'D (BY OTHERS) Z BAR CONNECTORS BY OTHERS 14/ 3 SIDES CHK`D PL38/ "X22 14/ 612/ 2'-012/ 134/134/ 1'-9 BENT PL38/ X4 LAG SCREW W/1/2 DIA SCREWS INTO WOOD BLOCKING (BY OTHERS) (LADDER LOCATION) 612/ 1'-6 M6
CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 2 3 4 6 DCB 5 GFE SECT. A / E2 SECT. B / E2 DETAIL A SECT. C / E2 DETAIL B B1 - B1 SECT. C / E2 TYP SHEAR PL CONN ORIENTATION TYP BEAM TO COL CONNTYPICAL DECK ANGLE SPLKICE DETAILS CUST REF DWG: S4 R0 7 2'-78'-024'-824'-84'-1 7 7 A C 2 H SS5X5X3 16 / C 6 H SS5X5X3 16 / C 33 H SS6X6X1 4/ C 32 H SS5X5X3 16 / H SS5X5X3 8/ (F13 ) F13 C O L BEN T H SS5X5X3 8/ NOTES: 1) TOP OF STEEL ELEV= 113'-8 U/ NOTED (-338/ ) FOR JOIST SHOE DEPTH 2) ALL BOLTS 34/ A325 U/NOTED 3) SEE JOIST DWG'S FOR JOIST DETAILS 2ND FLOOR PLAN 3'-10 LOOSE DECK L LIN LENGTH= 45'-6 12/ LOOSE DECK L LIN LENGTH= 18'-10 15'-214'-3 10'-134/5'-014/ 19'-6 8'-010'-0 4'-9 25'-3 24'-8 3'-212/ 3'-212/ 3'-6116/ 23'-0 R1004 PIPE1-14/ STD SS1000 C10X15.3 A A C 13 H SS6X6X1 4/ C 11 H SS5X5X3 8/ C 10 H SS5X5X3 16 / 18"_OWSJ F8 H SS5X5X3 16 / H SS5X5X3 8/ (F7 ) 18"_OWSJ B98 W8X18 18"_OWSJ 18"_OWSJ 3'-10 25'-3 7'-0 24'-8 7'-08'-010'-0 718'-0 C 3 H SS6X6X1 4/ C 4 H SS6X6X1 4/ B13W8X18 B37 W16X26 B33 W18X40 (-338/ ) 14"_OWSJ 14"_OWSJ 3'-10 3'-10 A C 5 H SS6X6X1 4/ B17W8X18 B33 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 7 B TJ TJ TJ C 8 H SS6X6X1 4/ C 7 H SS5X5X3 16 / M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 14"_OWSJ 14"_OWSJ 14"_OWSJ 14"_OWSJ 14"_OWSJ B50 W16X26 B33 W18X40 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 14"_OWSJ 14"_OWSJ 14"_OWSJ 14"_OWSJ 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 TJ TJ C 9 H SS6X6X1 4/ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B33 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ LOOSE DECK L LIN LENGTH= 20'-9 21'-2 23'-0 H SS5X5X3 8/ (F4 ) F5 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F5 ) B21W8X18 B29 W16X26 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ W14X22 (-338/ ) M1 DECK L4X4X14/F4 C O L BEN T H SS5X5X3 8/ B46 W16X26 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 5'-6 7 B9 HSS7X5X38/ TOS EL= 111'-812/ SEE DWG E6 1'-10 3'-5 DET. A B LOOSE DECK L LIN LENGTH= 14'-4 4'-0 4'-0 3'-11 14'-7 M7 LADDER SEE DWG E14 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT C 16 H AN G ER H SS3X3X3 8/ C 19 H SS5X5X3 8/ B87 W16X26 B116 W16X26B102 W8X18 SEE DWG E13 FPR STAIRS & HANDRAIL A B58W8X18 A B TJ C 12 H SS6X6X3 8/ B62W16X26 C 18 H AN G ER H SS3X3X3 8/ B92 W18X40 (-338/ ) 2'-812/ 2'-812/ 4'-0 4'-0 5'-5 A C 20 H SS5X5X3 8/ C TJ C 21 H SS6X6X3 8/ B119 W18X40 (-338/ ) B97W8X18 B104W8X10 B105W16X26 B111W8X10 B111W8X10 4'-0 3'-4 15'-6 ELEVATOR FRAME F8 SEE DWG E10 TJ TJ C 22 H SS6X6X1 4/ 18"_OWSJ 18"_OWSJ B83 W8X10 B120 W18X40 (-338/ ) B94 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ W8X18 W8X18 W8X18 W8X18 B84W8X10 B71W8X10 B79 W8X18 B96W12X19 B96W12X19 4'-0 4'-0 4'-0 3'-5 4'-0 4'-0 4'-0 3'-4 4'-0 4'-0 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 72'-0 A CTJ B111W8X10 C 27 H SS6X6X1 4/ C 31 H SS5X5X3 16 / C 26 H SS5X5X3 16 / C 25 H SS5X5X3 16 / B132 W16X26 B135 W18X40 (-338/ ) B126W8X10 B111W8X10 B129W8X10 B124 W8X18 B129W8X10 B129W8X10 B129W8X10 B129W8X10 B58W8X18 B21W8X18 4'-0 4'-0 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 TJ TJ 18"_OWSJ C 28 H SS6X6X1 4/ B33 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B21W8X18 LOOSE DECK L LIN LENGTH= 18'-2 20'-0 20'-0 B56 W8X18 B90W16X26 B107W16X26 B122 W16X26 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 18"_OWSJ 18"_OWSJ B76 W8X18 W14X22 W14X22 C 30 H SS5X5X3 8/ C 29 H SS5X5X3 16 / F11 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F11 ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUITB177 W16X26 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ W14X22 (-338/ ) 18"_OWSJ W14X22 11'-10 10'-1 1'-11 9'-11 20'-0 C AA B99 HSS5X5X14/ F7 H SS5X5X3 8/ F9 H SS5X5X3 8/ H SS5X5X3 8/ (F9 )C 24 H SS5X5X3 16 / B65 W8X18 C 15 H AN G ER H SS3X3X3 8/ 1'-24'-2 LOOSE DECK L LIN LENGTH= 20'-9 1'-10 3'-8 21'-2 2'-0 21'-0 77 23'-0 B DET. B 3'-6 B151 HSS7X5X38/ 3 SEE PLAN FOR SIZE & MARK DECK L4X4X14/ SHOP WELDED TO BEAM 3 338/ SEE PLAN FOR SIZE & MARK OWSJ (BY OTHERS) M2 LOOSE DECK L4X4X14/ SEE PLAN FOR LIN LENGTH REQ'D FIELD CUT FROM STOCK LENGTHS AS REQ'D 3 M2 LOOSE DECK L4X4X14/ F5 W14X22 WT4X9 HSS BRACE M1 DECK L4X4X14/ CUT TO FIT AROUND HSS BRACE 338/ 10 SEE PLAN FOR SIZE & MARK OWSJ (BY OTHERS) M2 LOOSE DECK L4X4X14/ SEE PLAN FOR LIN LENGTH REQ'D FIELD CUT FROM STOCK LENGTHS AS REQ'D 7 212/ 212/ C 29 W14X22 ( F11 ) B1 B1 3 7 3 514/ C29 W14X22 ( F11 ) 338/ 14/ OWSJ (BY OTHERS) SEE PLAN FOR SIZE & MARK SEE PLAN FOR SIZE & MARK SHEAR PL ON EAST & SOUTH BEAM WEB FACE (TYP U/ NOTED) 212/ 5@3-34/A325NW18 4@3-34/A325NW16 3@3-34/A325NW12W14 2@3-34/A325NW8 14/ 14/ PL38/ "X4 14/JOISTDEPTH 112/ 3 38/ 2 116/ 338/ @ ROOF LEVELS 2 x BOLT 34/ "DIA A325 214/ 4" GA 2 x BOLT 34/ "DIA A325 214/ 4" GA TIE JOIST TYP DETAILTJ L4X4X14/ OWSJ (BY OTHERS) SEE PLAN FOR SIZE & MARK PL14/ "X6 L6X4X12/ X 7 L6X4X12/ X 7 338/ 116/ 14/JOISTDEPTH 38/ 2 @ INTERMEDIATE LEVELS TIE JOIST TYP DETAILTJ SEE PLAN FOR SIZE & MARK 2 x BOLT 34/ "DIA A325 214/ 4" GA 2 x BOLT 34/ "DIA A325 214/ 4" GA PL14/ "X6 L6X4X12/ X 7 L6X4X12/ X 7 OWSJ (BY OTHERS) DECK SUPPORT L3X3X38/ ON OPEN FACE OF COLUMN AS REQ'D (TYP) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT ALYERNATE SPLICE PREFERRED SPLICE CTR'D ON SUPPORT
QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT8 1 3/4" 3/4"Ø A325N BOLT10 2" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - BEAM - B46 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 21/10/13 ROYAL NORTH CENTER B46 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# B46 1 B46 1 W16X26 18'-8" 489 350W 0BEAM Z63 TOTAL WEIGHT THIS DRAWING 489 GRID LOC T.O.S. ELEVATIONREF DWGQTY C-D/1 113'-4"5/8E21 3333 3333 (-312/ ) W16X26 x 18'-8 (-312/ ) 112/ 112/ 0 18'-5 18'-612/ AA B46 112/ 1'-612/ 1'-612/ 0 4 1'-1012/ 3'-6 5'-412/ 4 5'-812/ 3'-6 9'-212/ 4 9'-612/ 3'-6 13'-012/ 4 13'-412/ 3'-6 16'-1012/ 4 17'-212/ 1'-512/ 18'-8 B46 A - A
QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT6 1 3/4" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - BEAM - B66 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 22/10/13 ROYAL NORTH CENTER B66 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# B66 1 B66 1 W14X22 18'-10 5/8" 419 350W 0BEAM Z92 L431 2 L4X3X3/8 5 1/2" 8 300W P48 2 PL3/8"X2 1/4" 1'-1 1/16" 6 350W TOTAL WEIGHT THIS DRAWING 433 GRID LOC T.O.S. ELEVATIONREF DWGQTY D/2-1> 127'-1"1/2E41 333 1 2 W14X22 x 18'-10 58/ 114/ 2 112/ 112/ 0 18'-758/ 18'-918/ 333 L431 14/ 3 SIDES L431 P48 P48 B66 B B A A 8'-918/ 8'-918/ 0 712/ 9'-458/ 4'-8 4'-8 0 4'-41116/ 9'-01116/ 112/112/ L431 L431 P48 P48 B66 258/ 258/ 3212/ 212/ 3212/ L431 L431 B66 A - A 14/ 14/ 3 SIDES P48 P48 B66 B - B
SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN TOP & BOTTOM OF COLUMNS QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT4 2 1/4" GRID LOC REF DWGQTY B/5 E21 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - COLUMN - C3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 23/10/13 ROYAL NORTH CENTER C3 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# C3 1 C3 1 HSS6X6X1/4 27'-11 9/16" 499 CS 1E 350W 0COLUMN Z31 L8 2 L6X4X1/2 7" 19 300W L10 8 L4X4X1/4 4" 18 300W L30 2 L3X3X3/8 6" 7 300W P3 1 PL3/4"X11" 11" 26 350W P31 1 PL3/8"X4" 1'-0" 5 350W P44 3 PL3/8"X4" 9" 11 350W P49 3 PL3/8"X4" 6" 8 350W P59 1 PL3/16"X5 1/2" 5 1/2" 2 350W TOTAL WEIGHT THIS DRAWING 594 34/ 18'-534/ 18'-534/ 0 19'-234/ 19'-234/ 0 14'-034/ 14'-034/ 0 EL.+99'-1 P3 L10 L10L8 L8 C3 North L10 L10 L10 L10 L10 L10 B B D D E E F F E E 2 316/ 18/ 14/512/ 234/ 214/ 22 214/ 212/ 18/ 33 212/ 212/ 28'-012/ (HSS6X6X14/ x 27'-11916/ ) 3 18'-834/ 3 18'-1134/ 6 19'-834/ 7116/ 20'-31316/ 2'-61516/ 22'-1034/ 7116/ 23'-51316/ 3 14'-334/ 3'-1058/ 18'-238/ 3 18'-538/ 3 18'-838/ 8'-978/ 27'-614/ 3 27'-914/ 512/ CUT SQ A A SEAL 14/ 3 SIDES 14/ 14/ 14/ 14/ 14/ L30 L30 P49 P31 P44 P44 P49 P49 P59 P44 2 17'-10716/ 17'-10716/ 0 14'-614/ 14'-614/ 0 13'-278/ 13'-278/ 0 P44 P49 P49 P59 P44 L10 L10 L8L8 C3 L10 L10 L10 L10 L10 L10 1'-01516/ 18'-1138/ 2 18/ 212/ 212/ 18/ 18/ 22 512/ 14/512/ 212/ 214/ 214/ 212/ 212/ 5'-212/ 19'-834/ 7116/ 20'-31316/ 2'-61516/ 22'-1034/ 7116/ 23'-51316/ 3@3 13'-1178/ 4'-938/ 18'-914/ 3 19'-014/ 7'-1118/ 26'-1138/ 3 27'-238/ 3 27'-538/ 14/ 14/ BUILD UP AS REQ'D 14/ 14/ 14/ 14/316/ 3 SIDES 14/ 14/ 14/ 14/ 14/ 14/ L30 L30 P3 P49 P31 P44 22 214/ 214/ 2 2 514/ 514/ C3 North L10 L10 E - E 18/ 18/ P59 P44 P49 C3 North F - F 2 22 18/ 18/ 18/ P44 P49 P44 L8 C3 North D - D 18/ 18/ P49 P31 C3 North B - B 4 4 44 4 x 1516/ "Ø C3 P3 A - A
SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN TOP & BOTTOM OF COLUMNS QTY. SITE BOLTS LENGTH 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - COLUMN - C19 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 24/10/13 ROYAL NORTH CENTER C19 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# C19 1 C19 1 HSS5X5X3/8 26'-11 5/16" 567 CS 1E 350W 0COLUMN Z250 L17 1 L4X3X3/8 1'-11 3/4" 17 CUT 3" LEG 300W L18 1 L4X3X3/8 1'-11 3/4" 17 CUT 3" LEG 300W L27 1 L4X3X3/8 2'-10 3/4" 25 CUT 3" LEG 300W L28 1 L4X3X3/8 2'-10 3/4" 25 CUT 3" LEG 300W P49 3 PL3/8"X4" 6" 8 350W P58 1 PL3/16"X4 1/2" 4 1/2" 1 350W P76 1 PL1/2"X9 1/2" 1'-2 1/4" 15 350W P105 1 PL1"X6" 1'-6 3/4" 32 350W TOTAL WEIGHT THIS DRAWING 705 GRID LOC REF DWGQTY D-E/4 E21 1 516/516/ 516/516/ 412/14/ 27'-012/ (HSS5X5X38/ x 26'-11516/ ) 13'-012/ 13'-012/ 0 3 13'-312/ 5 CUT SQ 516/ EL.+100'-1 SEAL A A P49 P58P49P49 P105 P76 L28 L27 L18 L17 C19 North C C B B 316/ 212/ 912/ 912/ 0 55 212/ 412/ 18/ 212/ 12 1038/ 3 13'-012/ 13'-012/ 0 3 13'-312/ 13'-212/ 26'-6 3 26'-9 14/ 3 SIDES 14/ 14/ 14/ 3 SIDES 516/ 516/ 14/ 14/ P49 P58 P49 P49 P105 P76 L28 L27 L18 L17 C19 11516/538/ 214/ 111316/ 10'-6316/ 11'-6 3 11'-9 3 12'-0 6 12'-6 3@3 13'-3 5 13'-8 3 13'-11 3 14'-2 10'-912/ 24'-1112/ 3 25'-212/ 3 25'-512/ 6 25'-1112/ 3@3 26'-812/ 3 1 12/ 212/ 14/412/ 4316/ 18/ 18/ 112/58/112/ P49 P49 L28 L27 C19 North B - B 112/58/112/ 18/ P58 P49 L18 L17 C19 North C - C 734/ 412/ 412/ 2 33 2 x 1 916/ "Ø C19 North P76 P105 A - A
QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY B/1> E21 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - FRAME - F4 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 27/10/13 ROYAL NORTH CENTER F4 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F4 1 F4 1 HSS5X5X3/8 18'-2" 382 CS1E 350W 0FRAME Z226 L10 12 L4X4X1/4 4" 26 300W L118 1 W14X22 5'-8" 126 350W Z19 L130 1 W14X22 5'-8" 126 350W Z19 L247 1 HSS4X4X1/4 6'-2 3/8" 71 350W Z41 L261 1 HSS4X4X1/4 7'-9 11/16" 90 350W Z40 L262 1 HSS4X4X1/4 8'-4 7/16" 96 350W Z122 L274 1 HSS4X4X1/4 5'-8" 65 350W Z39 L323 1 L4X4X1/4 6'-0 3/4" 40 300W Z178 L420 1 L3X3X3/8 5" 3 300W L427 1 HSS4X4X3/16 10 5/16" 8 350W Z230 L487 1 HSS5X5X3/8 26'-11" 566 CS1E 350W Z231 L503 2 HSS4X4X3/16 5'-7 5/16" 99 350W Z11 P18 1 PL1"X6" 1'-1" 22 350W P19 1 PL1"X7 1/2" 1'-1" 28 350W P31 2 PL3/8"X4" 1'-0" 10 350W P44 4 PL3/8"X4" 9" 15 350W P48 2 PL3/8"X2 1/4" 1'-1 1/16" 6 350W P49 1 PL3/8"X4" 6" 3 350W P52 1 PL3/8"X3" 10" 3 350W P55 3 PL3/16"X3 5/8" 3 5/8" 2 350W P121 1 PL1/4"X4" 5 3/4" 2 350W P148 1 PL1/2"X5 3/4" 5 3/4" 5 350W P154 1 PL1/2"X6" 6" 5 350W TOTAL WEIGHT THIS DRAWING 1797 B - B C - C A - A E - E D - D SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN ENDS OF HSS AS REQ'D 18'-312/ (HSS5X5X38/ x 18'-2") 23'-11 1 12/ 5'-7516/ 316/ 10'-1112/ 10'-1112/ 0 7116/ 11'-6916/ 5'-101516/ 17'-512/ 3 17'-812/ 3 17'-1112/ 434/ 5 212/ 214/ SHOP NOTE: GRIND SMOOTH NS & FS EDGES & AROUND HOLES P154 P121 L503 14/ 14/ L118 L323 L10 L130 L261 L10 L247F4 East L262 L274 P18 P44 316/358/ 23'-712/RD 4 33 5'-712/ 18'-2 1 4 4 0 8'-4 7 16 / 3 7 8/ 13'-012/ 13'-012/ 0 6'-10 6 658/ 658/ 0 6'-1 6'-1012/ A A 14/ 60° PP EL.+100'-1 L420 L10 L247 L10 P48 L10 L10 L10 L261 L130 P49 P44 P18 L274 P19 L262 L487 P44 L10 P52 27'-012/ 27'-11 26'-11 3'-81516/ 26'-212/ P44L10 L10 L10 L10 38/ (14/ ) 44° PP 38/ (14/ ) 44° PP 38/ (14/ ) 46° PP 14/ BS (TYP) 516/ 516/ 316/ 3 SIDES 14/ BS (316/ ) PP, BS 14/ TYP 12/ (14/ ) 38° PP 38/ (14/ ) 46° PP 14/ 14/ 14/ BS, B/E 14/ BS C C B B E E CUT SQ CUT SQ L10 L10 358/ 3 614/ 23'-712/RD 6'-112/ 18/ 6'-034/ 5'-712/ 6'-4 6'-8 6'-318/ 12'-1118/ 4'-812/ 17'-758/ 678/ 18'-212/ 4316/ 4 78/ 6'-2 38/ 3 5 8/ 7'-9 11 16 / 2 1 2/ 6'-10 4'-812/ 6'-138/ 6'-8 5'-814/ 12'-414/ 1'-134/ 13'-6 3'-634/ 17'-034/ SHOP NOTE: GRIND SMOOTH NS & FS EDGES & AROUND HOLES P154 P55 P55 P121 L503 L503 14/ BS 14/ 60° PP (316/ ) PP, BS 14/ 14/ 14/ 45° PP SEAL 14/ 14/ 3 SIDES D D 14/ 14/ 14/ 14/ 14/ 14/ TYP 12/ (14/ ) 44° PP 38/ (14/ ) 46° PP 14/ 60° PP 14/ 60° PP B/E F4 P48 P31 P31 P44 L118 L32322 111116/12 1 9 16 / 2 1 2/ 7 16 / 1 1 2/ 1112/ 12 34/ 5'-5 2516/ 14/ 5'-7516/ 316/ 316/358/316/ 3 38/9516/ 114/ 12/ 1 638/ 212/ 5'-11'-0 12/ 22 17'-818/ 3@3 18/ 214/ 212/ 212/ 638/ 18/ 12 9516/ 4 78/ 3 13'-312/ 3'-758/ 16'-1118/ 638/ 18'-212/ 6 18'-812/ 7116/ 19'-3916/ 2'-61516/ 21'-1012/ 7116/ 22'-5916/ 358/316/ 1012/ 10516/ 316/ 12/ 278/278/ 3 26'-812/ 3 26'-512/ 18/ 212/ P55L427 P148 134/ 134/ 412/ 412/ 5'-812/412/412/ 6'-1 2 x 1 916/ "Ø 4 x 1 916/ "Ø F4 East P19 L487 P18 5'-8 18/ 18/ P31 L118 P49 L261 L247 L487 F4 East 10'-1112/ 10'-1112/ 0 17'-512/ 17'-512/ 0 P19 L10 L10 L10 L10L10 L10 1'-41516/ 18'-212/ 12/ 1012/ 3 17'-812/ 3 17'-1112/ 3 18'-212/ 3 212/ 214/ 214/ 212/ 18/ 22 316/ 212/ 214/ SHOP NOTE: GRIND SMOOTH NS & FS EDGES & AROUND HOLES SEAL 14/ 14/ L427 P148 L420 P52 P31 P49 P31 P44 L247 L262 L261 L274 L118 L130 L487 P44 P44 L10 L10 L10 L10 7116/ 11'-6916/ 8116/ 12'-258/ 3@3 12'-1158/ 3'-278/ 16'-212/ 7116/ 16'-9916/ 3 3 3'-8 21'-1012/ 7116/ 22'-5916/ 3'-81516/ 26'-212/ 6 26'-812/ 3 26'-1112/ 8 27'-712/ 212/ 358/316/ 278/278/ 10516/ 316/ 278/ 278/ 212/278/ 18/ 18/ L427 P148 P44 P44 6'-034/ 614/ 534/ 212/ 212/ 18/ 18/ 18/ 316/ 316/ 14/ P154 P121 L503 L503 P48 14/ 45° GTSM 316/ 3"@12 316/ 3"@12 P44 F4 East L420 P48 P31 P44 L323 14/ 14/ 12/ 4'-612/66 312/ 55 5'-8 4'-1012/912/
QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY D/2-1 E21 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - FRAME - F8 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 30/10/13 ROYAL NORTH CENTER F8 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F8 1 F8 1 HSS5X5X3/16 26'-11 9/16" 301 CS1E 350W 0FRAME Z243 L39 1 L4X4X3/8 4 1/2" 4 CUT ONE LEG 300W L44 1 HSS5X5X3/16 26'-11 9/16" 301 CS1E 350W Z242 L45 1 HSS5X5X3/16 26'-10 5/8" 300 CS1E 350W Z108 L81 1 W8X18 6'-0" 109 350W Z98 L95 1 W8X18 8'-7" 156 350W Z86 L165 1 W8X18 6'-0 1/16" 109 350W Z101 L166 1 W8X18 6'-0 1/8" 109 350W Z101 L167 1 W8X10 8'-11 3/4" 91 350W Z89 L182 3 W8X18 8'-7" 467 350W Z86 L217 1 HSS5X5X3/8 9'-1 1/4" 191 350W Z114 L218 1 HSS5X5X3/8 8'-1 3/4" 171 350W Z109 L219 1 HSS5X5X3/8 8'-3 5/16" 174 350W Z113 L221 4 HSS5X5X3/8 8'-7" 722 350W Z84 L222 2 HSS5X5X3/8 8'-7 1/2" 363 350W Z110 L223 1 HSS5X5X3/8 8'-2 1/8" 172 350W Z109 L224 1 HSS5X5X3/8 10'-6 13/16" 222 350W Z87 L225 1 HSS5X5X3/8 10'-7 1/16" 223 350W Z88 L226 1 HSS5X5X3/8 10'-6 3/16" 221 350W Z85 L227 1 HSS5X5X3/8 9'-2 3/4" 194 350W Z112 L228 1 HSS5X5X3/8 9'-6 1/2" 201 350W Z111 L229 1 HSS5X5X3/8 10'-6 1/8" 221 350W Z83 L235 4 HSS5X5X3/8 6'-0" 505 350W Z96 L236 2 HSS5X5X3/8 8'-6 3/16" 358 350W Z95 L237 1 HSS5X5X3/8 8'-7 9/16" 181 350W Z102 L238 2 HSS5X5X3/8 8'-7 3/16" 362 350W Z99 L239 2 HSS5X5X3/8 8'-6 7/16" 359 350W Z97 L240 1 HSS5X5X3/8 8'-6 15/16" 180 350W Z100 L430 1 W8X18 6'-0" 109 350W Z98 L431 1 L4X3X3/8 5 1/2" 4 300W L480 1 HSS5X5X3/16 26'-10 15/16 300 CS1E 350W Z115 P44 2 PL3/8"X4" 9" 8 350W P49 6 PL3/8"X4" 6" 15 350W P57 4 PL3/16"X4 5/8" 4 5/8" 5 350W P107 3 PL3/4"X8 1/2" 8 1/2" 42 350W P108 1 PL3/4"X8 1/2" 11" 17 350W P110 1 PL3/8"X6" 9 1/4" 6 350W Z22 TOTAL WEIGHT THIS DRAWING 7473 212/8'-7212/ 414/ 34/ 34/ 9'-0 33 16 / AA 60° PP EL.+100'-1 F8 North P44 P49 L182 L225 (10'-71 16 / ) L221 L224 (10'-613 16 / ) L221 L229 (10'-61 8/) 26'-11916/ 316/ HSS5X5X316/ x 26'-11916/ 212/ 27'-012/ 212/ 3 26'-614/ 3 13'-034/RD 3 26'-234/ TYP WELD W8 TO HSS TYP WELDS HSS TO HSS A A TYP WELD HSS TO W8 TYP WELD HSS TO HSS 14/ 14/ L165EL.+113'-8 L166 TYP 4 COL'S CUT SQ P57 P57 14/ 14/ 14/ 14/ TYP 14/ 14/ B/E 14/ B/E 14/ 14/ TYP 38/ (14/ ) 54° PP B/E 12/ (14/ ) 36° PP B/E 38/ (14/ ) 55° PP B/E 12/ (14/ ) 35° PP B/E 14/ TYP 38/ (14/ ) 45° PP, BS (TYP) (38/ ) BS (TYP) (14/ ) BS (TYP) 12/ (14/ ) 35° PP B/E 38/ (14/ ) 55° PP B/E (14/ ) BS (TYP) 12/ (14/ ) 35° PP 38/ (14/ ) 55° PP B/E EL.+127'-112/ FRONT VIEW (WEST SIDE) E E D D P49 P49 L44 L182 L226 (10'-63 16 / ) 1 13 16 / 9 16 / 6'-61116/ 13'-2316/ 4116/ 19'-101116/ 13'-614/ 12 9 12 8916/ 12 81316/ 12 814/ 212/ 6 1 2/ 11 2/ 4 212/ 13 16 / 9 16 / 45 16 / 13 8/ 23 8/ 25 16 / 513 16 / 1 2/ 41 8/ 17 16 / 5 8/ 49 16 / 15 16 / 13'-034/ 33 26'-71316/ 316/ 8'-7 10'-1 1 7 8/ 513 16 / 1 2/ 212/6'-0212/ 414/ 61116/ 6'-11 6'-5 60° PP L236 (8'-6 316/ ) L239 ( 8'-6 7 16 / ) L238 ( 8'-7 3 16 / ) L237 ( 8'-7 9 16 / ) TOP VIEW (NORTH SIDE) B B 11 16 / 26'-1178/ 18/ 3 7 16 / 1 16 / 2 11 16 / 2 5 16 / 3 3 8/ 1 9 16 / 1 16 / 11 16 / 3 7 16 / 1 1 2/ 2 3 8/ 2 5 8/ 1 16/ 2 58/ 2 38/ 4 12/ 1138/ 12 1112/ 12 1158/ 12 12 1158/ 27'-012/ L221L221 G G 14/ 3 SIDES SEE FRONT VIEW FOR TYP WELDS NOT SHOWN 38/ (14/ ) 46° PP B/E 12/ (14/ ) 44° PP B/E 38/ (14/ ) 46° PP B/E 12/ (14/ ) 44° PP B/E 38/ (14/ ) 46° PP B/E 12/ (14/ ) 44° PP B/E 12/ (14/ ) 44° PP 38/ (14/ ) 46° PP B/E P57 L182 P44 L182 P44 L167 P57 L431 L480 L165 L81 L235 L235 F8 1 16 / 3 3'-0116/ 212/ 13'-614/ 6'-61116/RD 13'-2316/ 4116/ 19'-101116/ 18/ 18/ 2 5 16 / 2 3 4/ 1 116/ 3'-03'-0116/ 58/ 6'-0116/ 26'-71316/ 18/ 18/ 12 1 1 2/ 112/112/8'-9112/112/ 434/ 6'-2 6'-2 3'-4 9'-0 48'-44 5'-9 6'-5 4 5'-9 4 2 x 1516/ "Ø 2 x 1516/ "Ø 2 x 1516/ "Ø 2 x 1516/ "Ø 2 x 916/ "Ø L44 L45 L480 L218 L223 P107 P107 P107 P108L39 P110 F8 North A - A 112/ 112/ 4 112/ 112/ 112/ 112/ 5'-8 4 112/ 112/ 112/ 112/ 6'-0 8'-7 9'-0 6'-5 2'-111516/ L95 L182 L480 L45L44 P49 P49L431 P49 P49 D - D 116/ SHOP NOTE: INSIDE W8 CORNERS CLIPPED (TYP) L430 212/ 212/ 18/ 212/ 3'-0116/ F8 North L81 116/ 116/ 9'-0 1116/1116/ 916/ 1316/ 278/ 278/ 278/ 278/ 8'-1134/ 18/316/ 316/ 316/ 316/ L167 L166 L165 G - G 212/ 6'-0 212/ 116/ 18/ 18/ 3'-212/ 3'-212/ L182 P57 P57 P57 P49 P49 L45 L44 L167 L166 L165 L182 L480 F8 North P57 E - E 116/ 38/ 38/ 38/ 38/ F8 L81 L182 6'-5 P107 P108 A - A (SOUTH SIDE) 1 116/ 27'-012/ 26'-11916/ 78/ L221 L225 L95 L182 L224L221 L226 L221 L227 L221 L228 L222L218 L229 L430 L39 12/ (14/ ) 44° PP B/E 12/ (14/ ) 44° PP B/E P57 P49 P49 L167 L166 L182 L182 SEE TOP VIEW FOR TYP DIMENSIONS & WELDING NOT SHOWN L238 ( 8'-7 3 16/ ) L240 ( 8'-6 15 16/ ) L239 ( 8'-6 7 16/ ) L236 (8'-63 16 / ) L235(6'-0) L235(6'-0) L44 L45 116/ 2 5 16/ 2 11 16/ 61116/ 414/ 6'-61116/RD 13'-2316/ 4116/ 19'-101116/ 3'-03'-018/ 6'-018/ 18/ 3 3 8/ 1 1 2/ 26'-678/ 18/ 12 5 L218 3"@12 L45 F - F 8'-414/ 8'-414/ 0 55'-33'-4 34/ 38/ 312/ 34/ 34/ 9'-0 14/ 14/ 38/ P107 B - B (EAST SIDE) 97 8/ 12 51116/ 6716/ 4'-61516/ 26'-11316/ 212/ 212/ 26'-1058/ 316/ 26'-101516/ 26'-11916/ 516/ 26'-1178/ 38/ 60° PP 14/ 14/ B/E 14/ B/E14/ TYP 14/ 316/ P57 P57 P110 P49 P49 P44 P49 P108 L45 L480 L165 L166 L95 L81 L430 L221 L222L218 L223 L238 L239 L240 F F F F SEE FRONT VIEW FOR TYP WELDS NOT SHOWN L227(9'-23 4/) L228 (9'-61 2/) L222 L217 ( 9'-1 1 4/ ) L219 ( 8'-3 5 16/ ) 3 8/ 11 12 6716/ 438/ 12 518/ 1 815 16 / 69 16 / 13 16 / 13 8/ 1 2/ 91 4/ 111 8/ 5'-2 13'-614/ 8'-10 22'-414/ 13'-2316/ 4116/ 8'-712/ 8'-134/ 8'-218/ 5 12 1014/ 55'-33'-4 13'-034/ 3 13'-034/RD 3 212/ 212/ 414/ 4 L221 L39 14/ 14/ 38/ 45° PP, BS 38/ 60° PP (14/ ) BS (TYP) 14/ 14/ 12/ (14/ ) 25° PP B/E 14/ 34/ (14/ ) 20° PP B/E 14/ B/E 14/ B/E 12/ (14/ ) 28° PP B/E 14/ 14/ (14/ ) BS (TYP) 14/ BS 58/ (14/ ) 23° PP B/E 14/ 14/ TYP 13 16/ 713 16 / 5 8/ 112/ 1516/ 91 2/ 9 16/ 26'-7316/ 33 26'-5516/ 3 26'-218/ 5 5 8'-7 116/ 12 316/ 14/ 14/ L182
SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN HSS ENDS AS REQ'D QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT7 6" GRID LOC REF DWGQTY <A-C/1> E81 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - FRAME - F17 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 28/10/13 ROYAL NORTH CENTER F17 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F17 1 F17 1 HSS4X4X3/16 31'-1 5/8" 273 MITRE 2E 350W 0FRAME Z23 L434 1 HSS4X4X3/16 9'-5 5/8" 83 MITRE 2E 350W Z1 L435 1 HSS4X4X3/16 8'-2 5/8" 72 MITRE 2E 350W Z42 L439 1 HSS4X4X3/16 5'-0 13/16" 44 MITRE 1E 350W Z42 L442 1 HSS4X4X3/16 6'-3 13/16" 55 MITRE 1E 350W Z1 L447 1 HSS4X4X3/16 2'-9" 24 350W Z2 L448 5 HSS4X4X3/16 2'-6" 110 350W Z20 L458 1 HSS4X4X3/16 30'-6" 268 350W Z23 L459 1 HSS4X4X3/16 3'-4 5/8" 30 MITRE 2E 350W Z2 L460 1 HSS4X4X3/16 5'-4 5/8" 47 MITRE 2E 350W Z43 L509 9 L4X4X3/8 3" 22 300W P143 4 PL3/8"X3" 6 1/4" 8 350W Z174 P144 2 PL3/8"X3" 10" 6 350W Z174 P157 1 PL3/8"X3" 7 1/2" 2 350W Z174 P158 4 PL3/8"X4" 7 1/2" 13 350W Z174 TOTAL WEIGHT THIS DRAWING 1059 1'-38'-3 L447 L509 L509 L509 L442 L460 L435 P157 L509 L509 L509 L509 F17 North L509 L448 L448 L458 L509 B B A A 21'-45'-02'-102 22'-8 5'-3 2 3'-1 5'-8 5'-8 5'-8 5'-8 5'-1 316/ 316/ 9'-6 12 12 D D 14/ P158 P143 P143 P143 P143 P144P144 P158 P158 P158 14/ (18/ ) PP, BS (TYP) 14/ TYP 14/ TYP 316/ PP, BS (TYP) 316/ TYP C C L439 L448 L448 L448 L434 L459 112/434/ 31'-2 2'-6 112/434/ 55 2'-9 22434/ 112/ 112/434/ 55 112/112/ 25'-12'-102 3'-3RD 8'-11 14'-7 20'-3 25'-11 31'-0 3'-5 22'-4 5'-5 3'-3 L448 L448 L458 L509 L509 L509 L509 L509 L509 L509 L442 L435L439L448L448 L448 L434 C - C 612/ 212/ 3'-3RD 8'-11 14'-7 20'-3 25'-11 31'-2 4 30'-6 4 1 X (1316/ "x1 116/ ") SLOTS 1 X (1316/ "x1 116/ ") SLOTS 14/ 3 SIDES P158 P143P143P143 P144P144 P158 P158 12/ 6 212/ 4116/ P143 P158 L458 L509 L448 D - D 3'-2116/ 12/ 6 4 212/ 212/ 9'-68'-0418/2'-91516/RD 316/6'-31316/42'-64 14/ 3 SIDES 14/ 3 SIDES P143 P144 P158 L509 L442 L509 L458 L448 L509 F17 North A - A 3'-2116/ 8'-1418/2'-91516/RD 12/ 6 212/ 212/ 8'-3 316/5'-01316/42'-6 14/ 3 SIDES P144 1 X (1316/ "x1 116/ ") SLOTS L439 L460 L509 L509 P157 L509 L458 L448 F17 North B - B
SHOP NOTE: GRIND SMOOTH ALL WELDS & EDGES QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY B/2 E141 G/2 E141 0 ISSUED TO SHOP 29/11/13 BW A ISSUED FOR APPROVAL 25/11/13 BW REV DESCRIPTION DATE BY 2 - CAGED_LADDERS - M3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/11/13 ROYAL NORTH CENTER M3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# M3 2 M3 2 PL1/2"X2 1/2" 14'-6 7/16" 124 350W 0CAGED_LADDERS L583 16 L8X4X1/2 4" 105 300W L584 2 ROD3/4" 1'-8 1/2" 5 350W L585 26 ROD3/4" 1'-8 1/2" 66 300W P177 2 PL1/2"X2 1/2" 14'-6 7/16" 124 350W P178 4 PL1/2"X2 1/2" 6'-4 15/16" 109 350W P179 2 PL3/8"X22 1/4" 1'-11 1/2" 110 CHECKERED PL 300W P194 14 PL1/4"X2" 5'-11" 141 350W P195 2 PL1/4"X2" 7'-4 1/2" 25 350W P196 2 PL1/4"X2" 11'-3 1/2" 38 350W P197 2 PL1/4"X4" 11'-1 3/4" 76 350W P198 2 PL1/4"X2" 11'-1 3/4" 38 350W TOTAL WEIGHT THIS DRAWING 962 1'-1112/2'-714/ 714/ 114/114/ AA 4'-038/ 12'-3 2 1'-9 5'-11 8'-558/RD 5'-1112/ 14'-6 1012/ 1012/ 0 3'-1 3'-1112/ 3'-1 7'-012/ 2'-0 9'-012/ 5'-512/ 14'-6 2 2 2 22 22 2 D D 316/ 316/ 316/ 3 SIDES F F E E C C BB 14/ 3 SIDES L583 L583 L583 L583 L583 L583 L583 L583 L584 P195 P196 P197 P194 P194 P194 P194 P194 P194 P194 P198 P179 M3 P177 P178 P178 418/ 1'-0 1'-0 10'-6 14/ 2 2 2'-512/ 14/ 114/114/ 8'-012/ 14/ 14/ 4 1'-9 14/ R 1 6 558/ 558/ 0 21'-92 12/1'-812/ A - A 3'-838/ 10@1'-0 10'-558/ 11316/ 10'-7716/ 2 2'-0 1316/ G TYP P195 P196 P197P198L583 L583 L583 L583 L583 L583 L583 L583 L585 L585 L585L584 L585 L585 L585L585 L585 L585 L585 P179 14/1'-812/14/ 10'-7716/ 2316/ 12 12 2'-51516/ 2316/ 3'-838/ 6'-412/ 418/ 1'-0 1'-0 11316/ 2 2'-0 1'-8 P178 P178 P179 L585 L585 L585 B - B 4'-734/ 1'-01 16/ 1'-0 116/ 434/ 434/ 40° R1'-51 4/ 11316/1'-0316/ 11'-1112/1'-21'-514/ 316/ 316/ (TYP) P197 P194 P194 P194 P194 P194 P194 P194 M3 P177 P178 P178 C - C 2'-1 1'-0116/ 1'-01 16 / 1'-01 16/ 1'-012/ 1'-012/ 1'-01 16/ 238/ 58/ 1'-9 58/ 316/ 316/ P196 P179 E1 - E1 10 118/ 1'-8 1'-1014/ E2 E2 E1 E1 P178 P178 P177 M3 P179 CHK'D PL L585 P194 P194 P194 P194 P194 P194 P194 P196 L585 E - E 1'-11516/ 1'-1112/1'-21'-514/ 1'-9 112/ 134/ 316/ 316/ 1012/ 1012/ 1116/1'-11516/ 1'-21'-514/ R1'-514/ 2'-714/ 316/ 3 SIDES P195 P194 P194 P194 P194 P194 P194 P194 M3P177 F - F R1'-51 4/ 1'-012/ 1'-012/ 11316/ 11'-1112/1'-21'-514/ 316/ 316/ P194 P194 P194 P194 P194 P194 P194 P198 M3P177 P178 P178 D - D 1'-1112/ 14/ 14/ L585 L585 P179 E2 - E2
QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT8 2 1/4" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - VBRACE - V11 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 24/10/13 ROYAL NORTH CENTER V11 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD.MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# V11 1 V11 1 HSS4X4X1/4 16'-1" 184 350W 0VBRACE Z246 P81 1 PL1/2"X7" 1'-6 15/16" 19 350W P94 2 PL1/2"X6" 1'-1" 22 350W P100 2 PL3/16"X1 9/16" 3 5/8" 1 350W P115 1 PL1/2"X7" 1'-7 1/8" 19 350W P150 2 PL3/16"X1 9/16" 3 5/8" 1 350W TOTAL WEIGHT THIS DRAWING 246 GRID LOC REF DWGQTY D-E/4 E71 2'-71116/ 2'-71116/ 0 2'-758/ 2'-758/3'-6316/ 3'-6316/ 0 212/ 0 16'-1 16'-1 2'-101316/ 2'-101316/ RD 6 17'-0 17'-21516/ (HSS4X4X14/ x 16'-1") 33 112/112/ 716/51116/51116/716/ 11516/318/ 318/11516/ 1'-4 18/ 3915 16/ 3 12 1038/ 12 134/ 3 3 14/ 14/ P100 14/ 14/ 14/ 14/ P81P115 P150 P150 V11 P94 P94 P100 3 212/ 512/ 214/ 2'-91516/ 4'-9516/ 7'-714/ 21516/ 7'-1014/ 91116/ 3'-5516/ NOTCH 3'-1078/ 7'-4316/ 738/ 7'-11916/ NOTCH 214/ 3'-812/ 3'-8716/ 7'-41516/ 21516/ 7'-71516/ 212/ 16'-312/ 3 16'-612/ 91116/ 3'-8916/ NOTCH 3'-7116/ 7'-358/ 738/ 7'-11 NOTCH 112/112/ 6 316/ 618/CUT 916/CUT 14/916/ N/S&F/S NOTCH 916/CUT 1916/12/1916/ 916/ N/S&F/S NOTCH 316/ 6 618/ CUT SEAL P100 P81P115 P150 P150 P100 P94 P94 V11
QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT8 2 1/4" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - VBRACE - V12 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 24/10/13 ROYAL NORTH CENTER V12 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# V12 1 V12 1 HSS4X4X1/4 6'-9 1/8" 78 350W 0VBRACE Z246 P94 2 PL1/2"X6" 1'-1" 22 350W P100 4 PL3/16"X1 9/16" 3 5/8" 1 350W TOTAL WEIGHT THIS DRAWING 101 GRID LOC REF DWGQTY D-E/4 E71 33 6 3 212/ 512/ 212/0 6'-9116/ 6'-9116/ 212/ 6'-11916/ 3 7'-2916/ 6 7'-8116/ (-312/ )7'-11116/ (HSS4X4X14/ x 6'-918/ )(-1'-5116/ ) 112/112/ 112/112/ 14/ 14/ P100 P100 P100 V12 P94 P94 P100 916/CUT 916/CUT 1916/12/1916/ 1916/12/1916/ 6 316/316/ 6 618/CUT618/ CUT SEAL P100 P100 P100 P100 P94 P94 V12
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JCB JS145 AUTO TRACKED EXCAVATOR Parts Catalogue Manual (Serial Number 01289...
 

IC3D example dwgs

  • 1. QTY. SITE BOLTS LENGTH 3/4"Ø A325N4 1 3/4" 3/4"Ø A325N4 2" GRID LOC REF DWGQTY 4-/A.5-A E11 A ISSUED FOR APPROVAL 17/07/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S1 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CARBON STEEL BUILDINGS BW 15/07/14 CENTRAL WATER PROJECT S1 CHECKED BY:DATE: (D/M/Y) REV# AHOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 14-0120 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH (mm) WT. (KG) REMARKS MATL ABM# S1 1 S1 1 C250X23 3543 81 300W 0STAIR L5 1 C250X23 3716 85 300W L6 1 C250X23 930 21 300W L7 1 C250X23 294 7 300W L8 1 C250X23 294 7 300W L14 1 L76X76X9.5 893 10 300W L16 1 L127X127X7.9 1028 16 300W L20 1 L102X76X9.5 245 3 300W L21 1 L102X76X9.5 245 3 300W L23 1 L102X76X9.5 350 4 300W L25 1 L76X51X6.4 1016 6 300W L26 1 L127X76X9.5 178 3 CUT 76 LEG 300W P6 1 PL8X59 144 1 350W P8 9 PL4X525 1028 165 BENT 300W P9 1 PL4X197 1028 7 BENT 300W P11 1 PL4X238 1028 8 BENT 300W 6 3/4"Ø A325N BOLT 44 0 Workshop TOTAL WEIGHT THIS DRAWING 428 72 60 195 76104270 L25 6 PP 3 3 25@200 (3) X 1 34/ " A325N IN L L20 & L21 L26 L21 L8 P11 P9 L16 L14 L6 L5 P8 P8 P8 P8 P8 P8 P8 P8 P8 A - A 213 73.5 16.5° 250 75 163 893 930 895 2224 2525 10276 137 1559@180=1621194 319 319 0 333 652 333 985 333 1318 333 1651 333 1984 333 2317 333 2650 333 2983 333 3316 400 3716 3716 287 3062 855 255 9@280=2520 1143 3918 FULL STRENGTH WELD 6 6 33° PP 8 45° 6 PP 8 60° PP 161 32.5° 250 6470 80133 37 91 25 294 299 29 18038 180 75 35 59 2866 122 45 45 101 610166 1028 E E L25 C C B B A A L5 L6L14 L16 L23 P6 P9 P11 L8 L21 L7 L20 L26 S1 9- P8 44 659 35 35 37 255 2520 1143 893 101 41 2816 1101 D D 6 80@300 6 80@300 150 @ ENDS 76 8252 324 136 3543 91 3407 289@180=1621194 6 6 L7 P11 P9 P6 L23 L16 P8 P8 P8 P8 P8 P8 P8 P8 P8 B - B 25 17 289 195 72 76104270 1448 161 26 163 319 319 0 333 652 333 985 333 1318 333 1651 333 1984 333 2317 333 2650 333 2983 333 3316 255 9@280=2520 90 2816 49 2873 2865 8 60 66 3 SIDES 6 6 L25 3 X (x) SLOTS IN L L20 & L21 S1 L20 161 32.5° 250 25 44 44 610166 89 83 32 73 89 83 32 270 270 5 L21 - L25 5 L20 - L25 6 L21 - L25 6 L21 - L25 SHOP NOTE SHOP WELD L25 ONLY TO L20 & L21 AS SHOWN 2 X (x) SLOTS 2 X (x) SLOTS L25 S1 L20 L7 L21 L8 P11 L5 C - C 127 239 644 8 144 260 28 324 76 288 2 X (x) SLOTSS1 P9 P6 L23 L16 P8 D - D 238 10 SHOP NOTE DO NOT WELD P11 TO L25 L25 P11 P8 E - E
  • 2. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 20/12/13 EDCON Power Tongs E1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A GREY PRIMER JOB# 1166 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 13/03/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ELEVATION VIEW SEE DWG E5 ROOF PLAN SEE DWG E3 2ND FLOOR PLAN SEE DWG E2 EDCON Power Tongs - ISOMETRIC VIEW (LOOKING NORTH-EAST) STAIR #1 SEE DWG E8 ELEVATION VIEW SEE DWG E5 ANCHOR BOLT PLAN SEE DWG EM1 MISC FRAMING BELOW SEE DWG E9 RTU FRAMES SEE DWG E11 ROOF HATCH LADDER SEE DWG E9 STAIR #2 & HANDRAIL SEE DWG E7 STAIR #3 & HANDRAIL SEE DWG E10 ELEVATION VIEW SEE DWG E4 TRANSFORMER ENCLOSURE SEE DWG E12 STAIR #3 & HANDRAIL SEE DWG E10 STAIR #2 & HANDRAIL SEE DWG E7 ELEVATION VIEW SEE DWG E4 BOLLARDS SEE DWG E12 RTU FRAMES SEE DWG E11 MISC FRAMING BELOW SEE DWG E9 2ND FLOOR PLAN SEE DWG E2 EDCON Power Tongs - ISOMETRIC VIEW ELEVATION VIEW SEE DWG E6 (LOOKING SOUTH-WEST) ROOF HATCH LADDER SEE DWG E9 STAIR #1 SEE DWG E8 ROOF PLAN SEE DWG E3
  • 3. SHOP NOTE: GRIND SMOOTH ALL EXPOSED WELDS & EDGES QTY. SITE BOLTS LENGTH 5/8"Ø WEDGE_ANC BOLT2 4" 3/4"Ø A325N BOLT2 2 1/2" 3/4"Ø A325N BOLT2 2" GRID LOC REF DWGQTY 2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S1 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 02/01/14 EDCON Power Tongs S1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# S1 1 S1 1 C310X31 11'-5 1/4" 238 300W 0STAIR L79 1 C310X31 4'-0 3/16" 84 300W L84 1 C310X31 11'-7 3/16" 242 300W L86 20 L38X38X6.4 8" 31 300W L88 1 L102X76X9.5 6 1/2" 5 300W L89 1 L102X76X9.5 6 1/2" 5 300W L92 2 L102X76X9.5 4" 6 300W L94 1 L102X76X9.5 11 1/4" 8 300W L97 1 L102X76X13 5 1/4" 5 300W L118 1 L127X76X6.4 3'-2" 21 300W Z16 L140 1 L127X127X6.4 2'-10 15/16" 24 300W Z16 P80 2 PL1/4"X2 5/8" 5 9/16" 2 350W P84 1 PL1/4"X2 5/8" 2 5/8" 0 350W P85 1 PL1/4"X1 3/4" 2 5/8" 0 350W P120 10 SHT8GAX21 3/16" 3'-2" 290 8GA SHEET 300W P126 1 SHT8GAX7 1/16" 3'-2" 10 8GA SHEET 300W 6 STUD 1/2" DIA 8" 3 TOTAL WEIGHT THIS DRAWING 973 3'-10716/ 2'-101516/ 4'-0316/ 13'-612/ 3 x STUD_12/ X8 14/ 3 SIDES B/S A - A 51116/ 4316/218/ 5916/ 6'-5 11'-5 1 4/ 3 1 16/ 5 11 16/ 5 1116/ 0 1'-0 15 16/ 1'-6 58/ 1'-0 15 16/ 11'-3 116/ 2 3 16/ 11'-5 14/ 14/ 9'-6116/ 3 10@11=9'-2 1516/ 11@61316/=6'-32 12/6'-412/ L118 316/ 14/ 3 SIDES DET. A 316/ 3"@12 316/ 3"@12 FULL STRENGTH P126 SHT8GA 10- P120 (N/S) 10- L86 (N/S) 316/ 2"@9 316/ 2 316/ 2 316/ 2 316/ 2 RET @ ENDS S1 L140 P80 L92 L97 L79 1 61316/ 218/ 2 1 38/ 1158/ 634/ 2 1516/ 4 316/ 11 16/ 6 13 16/ 218/ 218/ 8 2 716/ 3 7 16/ 3716/ 7 3916/178/ 2716/ 3316/ 11'-1 1 2/ RD 1 11 7 16/ 1'-0 15 16/ 2'-7 916/ 1'-0 15 16/ 3'-8 12/ 1'-0 15 16/ 4'-9 716/ 1'-0 15 16/ 5'-10 38/ 1'-0 15 16/ 6'-11 516/ 1'-0 15 16/ 8'-0 14/ 1'-0 15 16/ 9'-1 316/ 1'-0 15 16/ 10'-2 18/ 1 4 61116/ 3 312/ 1'-2 1'-2 3716/ 15.88° 12 134/ 3716/ 658/ 7 L89 L88 258/516/516/258/ 2116/2116/ 3'-2 B B A A P126 SHT8GA 258/ 14/ 258/516/ 178/218/ 3 9'-2 1516/ 4'-0316/ 3'-10716/ 134/ 51116/ 2'-101516/ 3'-2 7 4 3 9'-2 4 118/ 3'-1058/ 134/ 9'-618/ 4'-038/ 14/ L118 B/E 316/ P84 316/ P86 L88 L89 1 x 1116/ "Ø L92 L92 L140 L94 D D C C P84 P85 L118 10- L86 10- L86 10- P120 SHT8GA 258/ 14/ 5 11 16/ 5 1116/ 0 1'-0 15 16/ 1'-6 58/ 1'-0 15 16/ 11'-3 116/ 4 1 8/ 11'-7 316/ 11@61316/=6'-32 9'-9 3 10@11=9'-2 4 12/6'-414/14/ 3 7 16/ 10 5 16/ 2 3 8/ 11'-7 3 16/ 3 1 16/ 11 7 16/ 14/ 3 SIDES 10- L86 (F/S) SHOP NOTE: SEE SECT A-A FOR TYP DETAILS & DIM`S NOT SHOWN P84 P85 L118 L92 P80 L94 L84 B - B 7716/ 31.81° 12 212/ 9'-618/ 258/ 1'-0 15 16/ 2'-7 916/ 1'-0 15 16/ 3'-8 12/ 1'-0 15 16/ 4'-9 716/ 1'-0 15 16/ 5'-10 38/ 1'-0 15 16/ 6'-11 516/ 1'-0 15 16/ 8'-0 14/ 1'-0 15 16/ 9'-1 316/ 1'-0 15 16/ 10'-2 18/ 1 912/ 118/ 7 314/ 134/ 612/14/ 6'-5 4 3 16/ 2 3 4/ 214/ 5 SHOP NOTE: NO PAINT INTERIOR FACES (TYP) 316/ 2"@9 P120 L118 C - C 51'-21'-2 11116/ 2 3 214/ 912/ 212/ 7 3'-2 3 x STUD_12/ X8 L84 L79 L97 L94 P84 P85 L118 P120 S1 2 X (1316/ "x1") SLOTS D - D 11116/3916/ 2716/ 512/ MAINTAIN L97 L79 S1 14/ 38/ 45° G PP 14/ 14/ DETAIL A
  • 4. SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN ENDS OF HSS AS REQ'D QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT4 2 1/4" GRID LOC REF DWGQTY 2.1/K E21 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - COLUMN FRAME - F2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 23/12/13 EDCON Power Tongs F2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F2 1 F2 1 HSS127X127X8.0 24'-8 7/8" 472 CS-1E 350W 0COLUMN FRAME Z2 L9 1 L127X127X6.4 7'-6 1/4" 62 300W Z16 L27 1 L127X127X6.4 9 1/4" 6 300W Z16 L103 1 L76X76X9.5 5" 3 300W L130 1 HSS127X127X8.0 24'-7 3/4" 470 CS-1E 350W Z23 L138 1 L127X127X6.4 6'-3" 52 300W Z16 L159 1 L76X76X6.4 5" 2 300W Z33 L228 1 W360X33 7'-7" 168 350W Z15 L230 1 W360X33 7'-7 3/16" 168 BEV CUT 2E 350W Z15 L239 1 HSS127X127X6.4 13'-6 5/16" 211 BEV CUT 2E 350W Z18 L240 1 HSS127X127X6.4 6'-8 1/16" 104 BEV CUT 2E 350W Z14 L245 1 HSS127X127X6.4 13'-1 7/16" 205 BEV CUT 2E 350W Z14 L254 1 HSS127X127X6.4 6'-7 7/16" 103 BEV CUT 2E 350W Z17 L255 1 HSS127X127X6.4 6'-1 7/8" 96 BEV CUT 2E 350W Z14 L256 1 HSS127X127X6.4 6'-6 13/16" 102 BEV CUT 2E 350W Z17 L259 4 HSS127X127X6.4 8 1/8" 42 350W Z30 L272 1 C310X31 8'-3" 172 300W Z13 L280 2 L152X102X13 7" 19 300W L341 3 L102X76X9.5 7" 15 300W L343 4 L102X76X9.5 9" 25 300W L344 4 L102X76X9.5 9" 25 CUT 3" LEG 300W L346 2 L102X76X9.5 1'-0" 17 300W P4 2 PL3/4"X14" 1'-2" 83 350W P23 1 PL3/8"X3 1/2" 6 1/4" 2 350W P26 1 PL3/8"X3 1/2" 6 3/16" 2 350W P37 2 PL3/8"X4 1/2" 4 1/2" 4 350W P69 1 PL1/2"X9 3/4" 1'-5 5/16" 17 350W P115 1 PL1/4"X4 3/4" 5" 2 350W P134 4 PL3/8"X3 1/4" 5" 7 350W P135 1 PL3/8"X4 1/2" 4 3/4" 2 350W P136 1 PL3/8"X4 1/2" 5" 2 350W P150 2 PL3/8"X4" 9 9/16" 6 350W P158 4 PL3/8"X6" 6" 15 350W P159 2 PL3/8"X6" 6 1/2" 8 350W P166 1 PL1/2"X4" 1'-4 9/16" 9 350W P172 2 PL3/8"X4 1/2" 4 5/8" 4 350W 13 STUD 1/2" DIA 8" 7 TOTAL WEIGHT THIS DRAWING 2714 34/ 34/ 634/ 2316/ 1'-21516/ 412/ 2 1 4/ 2 1 4/ 112/ 112/ 8'-3 1 16/ 1 16 / 6'-10 11 16/6'-9 13 16/ 3 1 8/ 1 3 8/ 12 18/ 2 9'-7716/ 316/ 7'-7316/ 316/ 812/ 24'-878/ 118/ 5 14/914/ 412/ 14/ 38/818/ 812/ 38/818/ 24'-238/ 23'-712/ 678/ 6'-8 15 16/ RD 7 8/ 7 8/ 6 11 16/ 71316/ 12 812/ 12 1 3 4/ 1 3 4/ 6 11 16 / 6'-8 1 16 / 13'-1 7 16/ 8'-0 6 6 0 14/ 60° PP A A B B P4 P4 516/ 6'-7 7 16/ 6'-8 13 16 / RD 13'-6 5 16 / 38/38/ 3 5 16/ 1 2/ 912/ 11'-218/ 12'-458/ 23'-6116/ 38/ 61316/ 714/ 714/ 9'-1012/ 22'-234/ 24'-818/ 24'-1014/ (HSS127X127X8.0 x 24'-8 78/ ) 11'-338/ 11'-938/ 12'-378/ 24'-114/ 678/ 24'-818/ L346 L344 L344 L344 L346 L344 14/ 14/ BUILD UP AS REQ'D (316/ ) PP, B/S 14/ 3 SIDES (316/ ) PP, B/S TYP U/NOTED L280 6 x STUD_12/ X8 P23 G G G G F F E E D D C C L130 P115P37 P172 P69 P37 L159 P172 P136 P134 (B/S) P134 (B/S) 6 x STUD_12/ X8 F2 L228 L9 L239 L254 L259 L27 L103 P26 L245 L240 L230 L259 L259 L256 L255 L272 L138 L259 12/ 6'-1 7 8/ 2 3'-8 9'-914/ 1'-0 P150 L341 L343 L341 14/ 14/ 3 SIDES P166 P158 P159 CUT SQ 316/ 316/ 14/ 14/ 14/ 916/ (516/ ) 33° PP 38/ (14/ ) 57° PP 14/ B/S 716/ (516/ ) 55° PP 916/ (516/ ) 35° PP 916/ (516/ ) 35° PP 516/ (316/ ) PP, B/S 6'-114/ 6'-114/ RD EL99'-8 EL105'-10 2 86'-38 412/ 14/ 234/ 51316/ 2'-7 12'-414/ 34/ 1 EL112'-1 58/ 58/ 21 8/ 3 5 16 / 612/ 1 2/ 1 2 13 16/ 6 6 612/ 12/ 7'-614/34/ 14/ 14/ 12'-212/ 1112/8'-0 113 16 / 1 2 3 4/ 6'-6 13 16/ 6'-9 15 16 / 6'-7 3 4/ 1 1 8/ 1 1 8/ 2 7 8/ 1 12/ 58/ 2516/51316/ 234/ 2'-612/ 24'-914/ 12/ EL124'-6 14/ (316/ ) PP, B/S P150 L343 L341 P158 14/ 14/ 14/ 916/ (516/ ) 33° PP 14/ PP, B/S 38/ (14/ ) 57° PP 516/ 23'-134/ 24'-41116/ L280 24'-878/ 34/ 55 L280 L280 14/ 14/ L9 P135L103 P26 P23 L272P4 L228 L230 L130 B - B 33 33333 212/212/ 11'-378/ 23'-734/ 6'-114/RD 11'-078/ 3 23'-312/ 55 212/212/ 55 12'-212/ 22 134/ 3 134/ 134/ 24'-734/ 38/ 12'-414/ 316/ 12/ RET & TOP (TYP) 14/3 SIDES L346 L344 (B/S)L344 (B/S) L346 12'-414/ 12'-414/ 0 24'-10 34/ 55 14/ 14/ P134 L259 P134 L27 P115 L272 L259 P134 P172 L9 L230 L254P4 A - A 12'-5 24'-914/ 24'-878/ 412/412/ 91316/ 12 3 3 1'-012/ 2516/ 8716/178/ L343 L341 L343 L341 L341 L343 L343 2 x (1316/ "x1") SLOTS P150 14/3 SIDES 14/3 SIDES F2 L259 P172 L159 P136 P134 P37 P69 11'-714/ 12'-734/ 212/ 212/ 212/334/ 234/ 12/5716/ 6'-114/RD 10'-714/ 4 8 3 3 612/ 4 12'-012/ 212/ 114/ 134/ 22 23'-014/ 4 8 3 3 24'-014/ 55 212/ 212/ 212/334/ 24'-512/ 212/ 114/ 14/ 38/ 22 5 5 557'-255 8'-0 4 x 1 916/ "Ø 4 x 1 916/ "Ø P69 P4 P4 F2 North L130 C - C 1'-2 4'-912/ 1'-2 5'-1112/ 312/ 6'-3 1012/6'-31012/ 134/ 134/ 438/438/ 112/8'-0112/ 578/46'-7516/4578/ SHOP NOTE: NO PAINT INT ANGLE FACES 316/ 316/ 316/ 3"@12 L130 L240 L245 L255 L272 F2 L138 D - D 112/ 112/ RD 1'-2 1'-312/ 1'-2 2'-512/ 1'-2 3'-712/ 58/L341 12/L343 1112/ 814/ 212/ SHOP NOTE: NO PAINT INT ANGLE FACES 316/ 316/ 316/ P37 316/ 3"@12 316/ 3"@12 14/ 14/ PP, BUILD UP ON HSS RAD 14/ 14/ L130 L228 L9 L259 P134 L27 P115 L103 P26 P23 P134 F2 E - E 2 458/458/ 912/ 14/914/ 14/ 434/ 3 516/CTRD 21 2/ 2 12/ 112/ 538/ 278/ 11316/ 2516/ 4716/ 1012/ 1012/ RD1'-2 2'-012/ 1'-2 3'-212/ 1'-2 4'-412/ 1'-2 5'-612/ 1'-2 6'-812/ 934/ 7'-614/ 7'-614/314/ 2516/4716/ 12 12 12 6916/ 21 2/ 316/ 2 716/ 134/ 3 L344 L344 L346 L343L341 L343 L341 134/CUT LEG 58/L341 12/L343 1112/12/ 11 814/ 814/ L344 PP 316/ P134 L259 P37 P134 F2 P136 L159 14/ 45° PP 316/ 14/ 45° PP 14/ PP, 3 SIDES L230 L130 L280 P135 F - F 2 5 2 14/ 14/ 3 3 134/CUT LEG 516/CTRD 12/ 212/ 2 2 2 L343 L341 L346 P158 L344 212/334/ 7NOPAINT 51316/ 14/ 458/ 18/ 11 812/ 38/818/ 316/ 316/ SHOP NOTE MAINTAIN FOR FIELD WELDING P150 NO PAINT SEAL 316/ 3 SIDES F2 L259 P172 G - G
  • 5. SHOP NOTE: 1) FULLY WELD ALL PIPE JOINTS 2) GRIND SMOOTH ALL WELDS & EDGES QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY 2.1-2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - HANDRAIL - R1 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 24/12/13 EDCON Power Tongs R1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# R1 1 R1 1 PIPE1-1/4STD 11'-11 9/16" 26 A53 0HANDRAIL L198 1 PIPE1-1/4STD 1'-11 5/16" 4 A53 L200 3 PIPE1-1/4STD 2'-9 3/4" 18 A53 L201 2 PIPE1-1/4STD 3'-6 5/16" 15 A53 L202 1 PIPE1-1/4STD 3'-3 3/4" 7 A53 L204 1 PIPE1-1/4STD 6 1/16" 1 A53 L211 1 PIPE1-1/4STD 3 15/16" 1 A53 L212 1 PIPE1-1/4STD 2 13/16" 1 A53 L216 27 ROD3/4" 2'-4 3/8" 93 300W L217 1 ROD3/4" 2'-4 7/8" 4 300W L282 1 PIPE1-1/4STD 4 13/16" 1 A53 TOTAL WEIGHT THIS DRAWING 170 8'-678/ 1'-101516/1'-101516/2'-118/ 2 21316/ 10'-41316/ 33 8/ 2'-13 8/ 1 2'-55 8/ 2'-65 8/ 318/ L217 L216 L216 L216 L198 L202 L201 L201 L200 L200 2'-738/ 2'-6916/1316/ L212 L282 L211 L204 A A 6'-358/ 2'-11 3'-1 3'-1 1'-1 3'-5 3 16 / 3'-7 9 16 / 3'-7 9 16 / 4 4 8@358/ =2'-5 4 4 8@358/ =2'-5 4 11'-11 9 16 / SHOP NOTE: NO PAINT 2" AROUND POST ENDS L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L200 L216 L216 L216 R1 12/4 7716/ 31.81° 12 1916/ 3'-0 1 412/2'-578/1 2'-11516/ 2'-978/ 2 8@358/ =2'-5 2'-314/ 2'-11516/ 1'-738/8116/ 778/2'-3716/ 13 16 / 1'-3 5 16 / 41316/ 6116/ R1 L212 L211 L282 L204 2'-738/ 2'-6916/1316/ 6116/ 5316/ 41316/ 31516/ SHOP NOTE: NO PAINT 2" AROUND RAIL END SHOP NOTE: NO PAINT 2" AROUND RAIL END L204 L282 L217 A - A
  • 6. QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY 2.1-2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - HANDRAIL - R2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 24/12/13 EDCON Power Tongs R2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# R2 1 R2 1 PIPE1-1/4STD 11'-4 9/16" 24 A53 0HANDRAIL L199 1 PIPE1-1/4STD 2 7/8" 1 90° SR ELBOW A53 L200 3 PIPE1-1/4STD 2'-9 3/4" 18 A53 L201 3 PIPE1-1/4STD 3'-6 5/16" 23 A53 L205 1 PIPE1-1/4STD 4 13/16" 1 A53 L206 1 PIPE1-1/4STD 2 1/16" 0 A53 L207 1 PIPE1-1/4STD 5 5/16" 1 A53 L216 27 ROD3/4" 2'-4 3/8" 93 300W L219 1 ROD3/4" 2'-7 1/2" 4 300W L276 1 PIPE1-1/4STD 2'-10 13/16" 6 A53 TOTAL WEIGHT THIS DRAWING 171 5'-111516/ 8'-1034/ 1'-101516/1'-101516/1'-101516/ 1316/ 3'-1 3'-1 3'-1 81516/ 10'-01316/ 3'-7 1 2/ 11'-4 9 16/ SHOP NOTE: 1) FULLY WELD ALL PIPE JOINTS 2) GRIND SMOOTH ALL WELDS & EDGES L216 L216 L216 L216 L216 L201 L201 L201 L276 2'-101316/ 12/2'-978/716/ 1 12/ 5316/ 3'-0 2'-6 58/ 2'-5 58/ 1 1316/ 2'-1 38/ 3 38/ 4 4 8@358/ =2'-5 4 31516/ 8@358/ =2'-5 3'-8 1 2/ 3'-7 1 2/ SHOP NOTE: NO PAINT 2" AROUND POST ENDS L216 L216 L216 L216 L216 L216 L216 L216 L216 R2 L200 L200 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 L216 12 31.81° 7716/ 4 2'-578/138/ 1916/ 2'-11516/ 41316/ 8@358/ =2'-5 3716/2'-10 5516/ 358/ 4716/ 358/ 2'-9316/1316/ 4116/ 414/ 41116/ 5 L205 L206 L207 L199 A A L216 L216 L200 L219 41316/ 31516/ 258/ 11316/ R2 L206 L205 L199 L207 218/ 212/ 41316/ 31516/ 11316/ 2'-10 2'-9316/1316/ SHOP NOTE: NO PAINT 2" AROUND ELBOW END SHOP NOTE: NO PAINT 2" AROUND RAIL END L219 L205 L206 L207 L199 R2 A - A
  • 7. SHOP NOTE: GRIND SMOOTH ALL EXPOSED WELDS & EDGES QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT2 2 1/2" 3/4"Ø A325N BOLT2 2 1/4" 3/4"Ø A325N BOLT4 2" GRID LOC REF DWGQTY 2.1-2.2/K-H E71 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 02/01/14 EDCON Power Tongs S2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# S2 1 S2 1 C310X31 11'-9 15/16" 246 300W 0STAIR L26 1 L127X127X6.4 3'-2" 26 300W Z16 L80 1 C310X31 3'-7 1/4" 75 300W L81 1 C310X31 12'-2 7/8" 255 300W L86 20 L38X38X6.4 8" 31 300W L88 1 L102X76X9.5 6 1/2" 5 300W L89 1 L102X76X9.5 6 1/2" 5 300W L93 1 L102X76X9.5 11 1/4" 8 300W L94 1 L102X76X9.5 11 1/4" 8 300W L96 1 L102X76X9.5 11 1/4" 8 300W L98 1 L102X76X13 8 1/2" 8 300W L118 1 L127X76X6.4 3'-2" 21 300W Z16 L139 1 L127X127X6.4 2'-11 15/16" 25 300W Z16 P81 2 PL1/4"X1 7/16" 2 5/8" 1 350W P83 1 PL1/4"X2 5/8" 5 7/16" 1 350W P85 2 PL1/4"X1 3/4" 2 5/8" 1 350W P120 10 SHT8GAX21 3/16" 3'-2" 290 8GA SHEET 300W P127 1 SHT8GAX9 9/16" 3'-2" 13 8GA SHEET 300W 9 STUD 1/2" DIA 8" 5 TOTAL WEIGHT THIS DRAWING 1030 6'-10 14/6'-912/14/ S2 L94 P83 L96 A - A 212/ 52 9 16 / 11 8/ 43 8/ 51 2/ 15 16 / 33 8/ 15 16 / 31 16 / 115 16 / 212/912/ 14/ 1716/ 134/14/ 118/ 1116/ 9'-5316/ 258/ 11 8/ 2 87 8/ 313 16 / 31 4/ 1'-0 15 16 / 6'-815 16 / 1'-0 15 16 / 7'-97 8/ 1'-0 15 16 / 8'-1013 16 / 1'-0 15 16 / 9'-113 4/ 1'-0 15 16 / 11'-011 16 / 95 16 / 11'-915 16 / 118/ 6916/214/ 5716/14/ 111316/10@61316/=5'-8316/2 3 10@11=9'-2 4 P85 P81 L118 L26 P127 SHT8GA 10- P120 (N/S) SHT8GA 10- L86 (N/S) 14/ 3 SIDES 14/ 3 SIDES 316/ 2"@9 316/ 2 316/ 2 316/ 2 316/ 2 RET @# ENDS 212/ 61116/218/ 2 1 1158/ 38/ 61316/ 218/ 613 16 / 11 16 / 43 16 / 215 16 / 1 8 218/ 334/ 9'-9 9'-812/ 14/ 1 19 16 / 51 2/ 11'-9 15 16 / 31 4/ 31 4/ 0 1'-0 15 16 / 1'-43 16 / 1'-0 15 16 / 2'-51 8/ 1'-0 15 16 / 3'-61 16 / 1'-0 15 16 / 4'-7 1'-0 15 16 / 5'-715 16 / 13'-612/ 3'-1058/ 4'-038/ 4'-112/ B B 118/ 1516/ 9'-5316/ 1516/ 3 9'-2 3 9'-2 4 3'-2 L81 P83 L139 L80 14/ L26 B/E 14/ L118 B/E L94 L96 F FE E D D C C A A P81 P85 L118 L26 P127 SHT8GA P81 P85 10- L86 10- P120 SHT8GA 10- L86 134/ 218/178/ L89 L88 212/912/ 52 9 16 / 11 8/ 43 8/ 51 2/ 15 16 / 37 16 / 7 8/ 31 8/ 115 16 / 14/ 3 x STUD_12/ X8 L139 L93 L98 L80 L81 L88 L89 B - B 3'-2116/ 134/ 312/ 1'-2 1'-2 312/ 7116/ 2'-111516/ 214/ 3116/ 1'-0 15 16 / 8'-79 16 / 1'-0 15 16 / 9'-81 2/ 1'-0 15 16 / 10'-97 16 / 10 3 4/ 11'-83 16 / 1 7'-3 13'-612/ 10'-2716/ 3'-31316/ 3 10@11=9'-2 91116/ 3716/ 741316/ 111316/10@61316/=5'-8316/2 638/ 10- L86 (F/S) SHOP NOTE: SEE SECT A-A FOR TYP DETAILS & DIM`S NOT SHOWN 38/ 45° 14/ PP 14/ 14/ 14/ 3 SIDES B/S 316/ 3"@12 316/ 3"@12 14/ 3 SIDES 1916/518/111316/ 3 1 3316/ 3716/ 15.88° 12 3716/ 37 16 / 12'-2 7 8/ 31 4/ 0 31 4/ 1'-0 15 16 / 1'-015 16 / 1'-0 15 16 / 2'-17 8/ 1'-0 15 16 / 3'-213 16 / 1'-0 15 16 / 4'-33 4/ 1'-0 15 16 / 5'-411 16 / 1'-0 15 16 / 6'-55 8/ 1'-0 15 16 / 7'-69 16 / 214/ 7 212/ 912/ 212/ 912/ 11116/11116/ 134/ 14/ 134/ 14/ 516/258/258/516/ 51'-21'-2 3'-2 2 X (1316/ "x1") SLOTS 2 X (1316/ "x1") SLOTS L81 P85 L118 P81 P85 L93 L94 P81 S2 P120 SHT8GA C - C 3 111316/ 51'-21'-2 14/ 5716/ 712/ 212/ 11116/ 3'-2516/ 3 x STUD_12/ X8 2 X (1316/ "x1") SLOTS L26 L81 L96P83 L98 P127 SHT8GA P120 SHT8GA S2 D - D 61116/218/ 5 SHOP NOTE: NO PAINT INT FACES 316/ 2"@9 L118 P120 E - E 1 61116/218/ 111316/ 316/ 2"@9 SHOP NOTE: NO PAINT INT FACES L26 P120 P127 F - F
  • 8. QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT6 2" GRID LOC REF DWGQTY 5.2-6.1/J-H E81 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY ONE - STAIR - S3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 02/01/14 EDCON Power Tongs S3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# S3 1 S3 1 HSS203X203X8.0 9'-5 1/8" 301 350W 0STAIR Z2 L1 1 HSS305X203X13 17'-11 3/4" 1124 350W L30 1 HSS305X203X13 2'-2 5/16" 137 350W L31 1 HSS305X203X13 1'-5 1/8" 89 350W L32 1 HSS305X203X13 4'-8 7/8" 296 350W P8 16 PL3/4"X11" 2'-0" 853 350W P9 1 PL1/2"X4 1/16" 2'-0" 13 350W P10 20 PL1/2"X6 1/2" 2'-0" 410 350W P11 40 PL1/2"X5 11/16" 9" 146 350W P12 1 PL3/4"X16" 1'-4" 54 350W P13 1 PL3/4"X16" 2'-6" 102 350W P20 1 PL3/4"X11 3/8" 2'-0" 58 350W P21 1 PL3/4"X30" 4'-2" 316 350W P36 1 PL3/8"X7 1/4" 11 5/8" 9 350W P74 1 PL1/4"X30" 4'-2" 0 Neoprene P77 19 PL1/4"X11" 2'-0" 0 Neoprene P78 1 PL1/4"X8" 2'-0" 0 Neoprene P87 1 PL1/2"X13 3/4" 1'-2" 27 350W P88 2 PL1/2"X4 1/16" 9" 7 350W P173 3 PL3/4"X11" 2'-0" 160 350W TOTAL WEIGHT THIS DRAWING 4102 1'-10 9'-658/14/5 9 3 8/ 9 38/ 0 1'-0 15 16/ 1'-10 516/ 6 15 16/ 6 1516/ 0 1'-0 15 16/ 1'-7 78/ 1'-0 15 16/ 2'-8 1316/ 5916/16@61316/=9'-1116/ P9 P88 (B/S) CC A - A EL109'-778/ 1'-0 15 16/ 13'-8 1116/ 1'-0 15 16/ 14'-9 58/ 1'-0 15 16/ 15'-10 916/ 1'-0 15 16/ 16'-11 12/ 10 7 16/ 17'-9 1516/ RISER PTS 1'-0 15 16/ 11'-4 516/ 1'-0 15 16/ 12'-5 14/ 1'-0 15 16/ 13'-6 316/ 1'-0 15 16/ 14'-7 18/ 1'-0 15 16/ 15'-8 116/ 1'-0 15 16/ 16'-9 1'-0 15 16/ 17'-9 1516/ TREAD PTS 17'-21316/ 1316/ 16@11=14'-8 2'-6 1'-312/ 1'-212/ 1 13 16/ 6 3 4/ 17'-11 3 4/ 6 1'-0 S3 L30 L31 DET. B S3-A P74 Neop Pad P21 1'-0 15 16/ 2'-11 14/ 1'-0 15 16/ 9'-4 1516/ 1'-0 15 16/ 10'-5 78/ 1'-0 15 16/ 11'-6 1316/ 1'-0 15 16/ 3'-9 34/ 1'-0 15 16/ 4'-10 1116/ 1'-0 15 16/ 5'-11 58/ 1'-0 15 16/ 7'-0 916/ 1'-0 15 16/ 8'-1 12/ 1'-0 15 16/ 9'-2 716/ 1'-0 15 16/ 10'-3 38/ 1'-6 9 16/ 11 14'-9516/ 13'-4516/ 3316/ 16- P11 (B/S) 16- P10 16- P8 16- P77 Neop Pads P13 L1 DET. A S3-A 1'-0 15 16/ 4'-0 14/ 1'-0 15 16/ 5'-1 316/ 1'-0 15 16/ 6'-2 18/ 1'-0 15 16/ 7'-3 116/ 1'-0 15 16/ 8'-4 1'-0 15 16/ 12'-7 34/ EL99'-8 34/9'-518/34/ 55 3 7 16/ 1'-0 15 16/ 1'-0 1516/ 0 TREAD PTS 1'-0 15 16/ 2'-1 78/ 1'-0 15 16/ 3'-2 78/ 2 1 2/ 2 12/ 0 RISER PTS 1'-0 15 16/ 1'-3 716/ 1'-0 15 16/ 2'-4 38/ 1'-0 15 16/ 3'-5 516/ 12 31.81° 7716/ 11'-91516/1'-0116/ 9'-658/ 7'-101316/ 4'-8 7 8/ 3@11=2'-9 9'-518/ 2'-3516/ P10 DET. E S3-A DET. D S3-A P173 P173 P173 P11 (B/S) P11 (B/S) P11 (B/S) P11 (B/S) P20 P78 Neop Pad L1 S3 P12 B - B EL99'-8 34/ EL112'-6 4@61316/=2'-3516/ 3716/ 15.88° 12 3716/ 2'-2516/38/ 1'-518/ 1'-912/ 2'-412/ 34/ 3- P77 Neop Pads P10 P74 Neop Pad P10 DET. C S3-A 1138/ 2 1 9 16/ 6 7 8/ 111316/ 34/ P10 12/ 314/ 10716/ 3316/ 1'-01'-0 66 11 14'-9516/ 6 1'-10 13'-4516/ 1'-0 14/ 14/ 14/ 4 x 1516/ "Ø 4 x 1516/ "Ø P12 S3 North P9 P88 P88 P13 L1 C - C STAIR S3 1'-01'-0 1316/ 88 A A STAIR S3 PLAN VIEW 1'-0 8 17'-21316/ 2'-6 1'-912/2'-412/ 1'-212/ L30 L32 S3 B B WORK WITH DWG S3-A 6 14'-8 SHOP OR FIELD INSTALL NEOPRENE PADS WITH REQ'D ADHESIVE. INSTALL PRECAST TREADS AT SAME TIME AS PADS. 1- P74 Neoprene Pad 1- P78 Neoprene Pad 16- P77 Neoprene Pads P87 L31 2 6 2 1'-312/ 3- P77 Neoprene Pads 1'-0 24 8 7'-1058/ 4'-22'-9111316/
  • 9. WORK WITH DWG S3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CPI Construction Ltd. BW 03/01/14 EDCON Power Tongs S3-A CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: CISC/CPMA 1-73A GREY PRIMER JOB#-PO# 1166-1806 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED TO SHOP 22/01/14 BW A ISSUED FOR APPROVAL 03/01/14 BW REV DESCRIPTION DATE BY 5916/61316/61316/ 34/4116/34/ A3 A3 SHOP NOTE: PL CONTACT POINTS SEE SECT A-A SHOP NOTE: NEOPRENE PADS NOT SHOWN FOR CLARITY P11 P8 P9 P10 P13 P11 P8 P8 P10 P88 DETAIL A DWG S3 2 6 9 3 8/ 1'-0 15 16/ 1'-0 15 16/ RISER PTS 1512/ 612/ 938/ 1316/ 11 11 6 15 16/ 1'-0 15 16/ 1'-0 15 16/ TREAD PTS 1111 10716/314/12/ A2 A2 A1A1 814/ P8NOTCH 11 12/ 44 2'-0 4884 938/ 158/ 2 6 3 8 4 x 1116/ "Ø P11 P11 P10 P8 & P173 P10 L1 A1 - A1 61316/ 512/1778/814/ P10 NOTCH 778/ 8 34/612/516/ 14/ 14/ 14/14/ P11 P11 P8 P10 P8 L1 A2 - A2 18/ 8 12/ G PP (TYP) P11 P11 P8 L1 A3 - A3 938/ 218/ 1'-312/ 612/ 61316/ L1 SHOP NOTE: NEOPRENE PADS NOT SHOWN FOR CLARITY 14/ L30 & L31 TO L1 12/ (14/ ) 32° PP 38/ (14/ ) 58° PP (316/ ) PP, B/S L1 TO S3 14/ B/S P11 P11 L30 L31 P21 S3 P10 P8 DETAIL B DWG S3 2 6 1'-0 15 16/ 34/61316/61316/ 1'-0 15 16/ TREAD PTS 1'-0 15 16/ 2 1 2/ RISER PTS 2 NOTCH (P21) X 814/ 112/ 2'-412/ 11 D1D1 SHOP NOTE: PL CONTACT POINTS SEE SECT B-BSHOP NOTE: SEE DET. A FOR TYP WELDS & DETAILS P173 P173 L32 L30 P21 P10 P10 DETAIL D DWG S3 2 2'-412/ 12/ 1'-212/1'-312/ 814/ P21NOTCH 44 1'-01'-0 S3 P10 P11 P11 L31 L32 L30 P21 L1 D1 - D1 38/ 1'-518/ 1'-912/ 1158/34/ 14/ SHOP NOTE: NEOPRENE PADS NOT SHOWN FOR CLARITY SHOP NOTE: SEE DET.B FOR F/S WELDS TO L1 (316/ ) G PP, N/S ONLY (516/ ) PP, B/S 14/ 14/ 3 SIDES 14/ (516/ ) PP, B/S 14/ 45° PP S3 L30 P21 L31 L1 DETAIL C DWG S3 2 4 55234/ 61316/ 11 1138/ 716/ 12/ 11516/ SHOP NOTE: SEE DET. A FOR TYP WELDS & DETAILS E2E2 E1 E1 P11 P11 P20 P11 P11 P173 L32 P87 P10 P10 DETAIL E DWG S3 552 534/ 534/ 1'-0 1'-0 P20 P87 L32 E1 - E1 534/534/ 88 2 4 1138/ 716/ 4 x 1116/ "Ø P10 P20 L32 P87 E2 - E2
  • 10. PROJECT: DRAWN BY: DATE: (D/M/Y) TITLE: DWG# GOVAN BROWN BW 29/05/14 RBC MAPLE EDMONTON E1 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 1233 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. CUSTOMER: PARTITION SUPPORT FRAMING 0 ISSUED FOR CONSTRUCTION 23/06/14 BW B ISSUED FOR APPROVAL 09/06/14 BW A PRELIM- ISSUED FOR INFORMATION 29/05/14 BW REV DESCRIPTION DATE BY DET. A9 8 7 F 9 8 7 F F - F DETAIL A DETAIL B B - B C - C D - D G - G A - A DETAIL K 1'-6 1'-6 3'-0 OPP/ HANDG G F F DET. B COORDINATE POCKET BELOW (BY OTHERS) PARTITION STEEL SUPPORTR PLAN B1W8X21 16'-10 33'-014/ B1W8X21 KB B6 W8X21 B6 W8X21 B6 W8X21 KB KB B5W8X21 KB 1114/14'-6912/ 16'-214/ 1114/ 6'-834/ 7'-8 1'-10 1034/1034/ KB A A OPP/ HAND DET. A DET. A DET. B KB C1 C3X5 KB C2 C3X5 C4 C3X5 C3 C3X5 B4W8X21 B2 W8X21 B3 W8X21 1'-412/ 1'-534/ 114/ EXT. WALL C3 C3X5 3'-0 1134/ 5'-914/9'-49'-49'-4 178/633'-914/ 534/ 7'-8 FIELDVERIFY 24'-0 TACKLENGTHREF. 2'-214/ 16'-234/FIELDMEASURED1'-912/ BEAM & TRACK HOLE LAYOUT COORDINATE BEAM & TRACK LOCATION W/ MODERNFOLD DWG'S EXIST CONC COL EXIST CONC COL EXIST CONC COL EXT. WALL BEAM BOTT FLG (TYP) 61'-04 2'-014/ 1'-834/6 8'-01'-62'-1 5'-914/9'-534/ 615'-3 212/ 1'-6 3'-0 212/ TYP 7'-35 10 6 6 6 66 B6 W8X21 B6 W8X21 B6 W8X21 B1W8X21 B1W8X21 B3 W8X21 B2W8X21 POCKET BELOW (BY OTHERS) 1'-01'-01'-11'-03'-03'-03'-01'-71'-01'-61'-66 3'-114/ 2'-414/734/ 51'-034/ 1'-534/ 15'-10 B5W8X21B4W8X21 15'-3 9'-534/ 4 5'-914/ DET. K C1 C3X5 B1 W8X21 B2 W8X21 C4 C3X5 8- 34/ DIA X 10 HAS-E ROD HILTI_HIT150 (SHORTEN AS REQ'D) (1 34/ "x1316/ ") SLOTS IN PL C C B B PL12/ "X11 2 32 4 4 55 W8X21 C3 C3X5 KB C3X5 P1 - WASHER PL38/ "X2 X 2 @ EA ANCHOR 32 4 4 2 W8X21 6- 34/ DIA X 10 HAS-E ROD HILTI_HIT150 (SHORTEN AS REQ'D) (1 34/ "x1316/ ") SLOTS IN PL PL12/ "X9 P1 - WASHER PL38/ "X2 X 2 @ EA ANCHOR D D 112/ 112/ 4 1134/1'-014/ 2'-0 FIELDMEASURED W8X21 4 x BOLT 34/ "DIA A325 214/ KB C3X5 C3 C3X5 P1 PL WASH CUT & CHISEL ANCHOR ENDS 45 DEGREES AS REQ'D EXIST SUSPENDED CIELING 6 MIN 4MINEMBED 2 2 4 EXIST FLOOR SLAB 3 234/ 114/ 5 KB PL38/ "X3 PL38/ "X1 12/ 5 4 2 C3 C3X5 2'-0 1'-014/ KB C3X5 C1 C3X5 P18 W8X21 4 x BOLT 34/ "DIA A325 214/ EXIST FLOOR SLAB CUT & CHISEL ANCHOR ENDS 45 DEGREES AS REQ'D EXIST SUSPENDED CIELING 6 MIN 4MINEMBED 4 2 2 P1 PL38/ "X2 1134/ 4 33'-914/ 9'-4 C3 C3X5 9'-4 4 5'-914/ C2 C3X5 B1 W8X21 B3 W8X21 DET. K DET. K 9'-4 P16 C3 C3X5 B5 W8X21B4 W8X21 DET. K 3212/ 438/438/ 1'-6 2 x BOLT 34/ "DIA A325 134/ PL 3.8 (FS) B6 W8X21 B3 W8X21B2 W8X21 112/2414/2112/ 3 W8X21W8X21 8 x BOLT 34/ "DIA A325 314/ *PRETENSIONED* 2- PL1"X6 X 1'-2 14/
  • 11. QTY. SITE BOLTS LENGTH 0 ISSUED TO SHOP 23/06/14 BW A ISSUED FOR APPROVAL 09/06/14 BW REV DESCRIPTION DATE BY ONE - BEAM - B2 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# GOVAN BROWN BW 09/06/14 RBC MAPLE EDMONTON B2 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 1233 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# B2 1 B2 1 W8X21 9'-4 3/4" 196 350W 0BEAM P11 3 PL3/8"X5 3/4" 7 7/16" 12 350W P14 1 PL1"X6" 1'-2 1/4" 24 350W TOTAL WEIGHT THIS DRAWING 232 GRID LOC T.O.S. ELEVATIONREF DWGQTY -10"E11 12/ 12/ 12/12/ 9'-534/ (W8X21 x 9'-4 34/ ) 38/ 45° GTSM 516/ 516/ B2 P14 3- P11 (N/S) A A D D B B B B 8'-1014/ 8'-1014/ 0 4 9'-214/ 112/ 112/ 2'-178/ 2'-178/ 0 1'-6 3'-778/ 2'-1 5'-878/ P14 B2 3- P11 1'-1 5'-234/ 1'-0 4'-134/ 6 3'-134/ 1'-0 2'-734/ 1'-734/ 1'-734/ 0 114/ 114/ 10 x 716/ Ø B2 P14 3- P11 218/ 114/ 414/ 112/ 438/ 3212/ 14/ 14/ 3 SIDES P11 B2 B - B 312/414/2 112/ 112/ 112/ P14 B2 A - A
  • 12. QTY. SITE BOLTS LENGTH 3/4"Ø HILTI_HIT1508 10" 3/4"Ø A325N4 2 1/4" 0 ISSUED TO SHOP 23/06/14 BW A ISSUED FOR APPROVAL 09/06/14 BW REV DESCRIPTION DATE BY ONE - HANGER - C4 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# GOVAN BROWN BW 09/06/14 RBC MAPLE EDMONTON C4 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: 1 CT GREY PRIMER JOB# 1233 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD.MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# C4 1 C4 1 C3X5 3" 1 300W 0HANGER L2 1 C3X5 4 15/16" 2 300W P9 1 PL3/8"X1 1/2" 3 7/8" 1 350W P16 1 PL3/8"X3" 6 7/16" 2 350W P17 1 PL1/2"X11" 1'-2 1/16" 19 350W P20 1 PL1/2"X7" 7" 7 350W TOTAL WEIGHT THIS DRAWING 31 GRID LOC REF DWGQTY E11 1316/ 12 12 1 916/ 1316/ 4 1516/2 14/ 112/ 23 8/C U T 4 12/312/ 31516/ 2 4 4 3 34/34/ 14/ 14/ 14/ 14/ 14/ PP 14/ 45° PP 316/ 45° 45° PP BB CC A A P17 P16 C4 P9 L2 P20 5 3 2 234/ 114/ 6716/ 14/ 21516/ 34/ 3 78/ 3 8/ 12 12 45° PP 45° PP 14/ 14/ 4 SIDES P17 P20 P9 P16 C4 A - A 234/114/ 112/4112/ 112/ 232 P20 L2 P9 P16 C4 4 X (1 116/ "x1316/ ") SLOTS B - B 1'-2116/ 2552 32 4 7 59 112/ 4 4 112/ 2 P17 6 X (1 34/ "x1316/ ") SLOTS 2 X (1316/ "x1 34/ ") SLOTS C4 P16 P9 L2 C - C
  • 13. 0 ISSUED FOR CONSTRUCTION 22/10/2013 BW A ISSUED FOR APPROVAL 18/10/2013 BW REV DESCRIPTION DATE BY CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 08/10/13 ROYAL NORTH CENTER EM1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 3 4 1 2 A 6 5 EDCB KJHGF DETAIL 5CX2 (10 LOCATIONS) DETAIL 5BX2 (16 LOCATIONS) DETAIL 5B2 (4 LOCATIONS) DETAIL 5C2 (8 LOCATIONS) DETAIL 6A (12 LOCATIONS) DETAIL 6AX (2 LOCATIONS) DETAIL 5B (4 LOCATIONS) DETAIL 5BX (2 LOCATIONS) DETAIL 5C (4 LOCATIONS) A - A DETAIL 5C3 (ONE LOCATION) B - B C - C SSPC-SP3, SHOP GREY PRIMER U/ N CUST REF DWG: S1- S7 R0 7 18'-2 20'-0 SEE DWG EM2 NOTES: 1) TOP OF CONCRETE SLAB ELEV= 100'-0 2) SEE PLAN FOR BASE PLATE DETAIL MARK 3) SEE DWG'S EM2 & EM3 FOR U/SIDE BASE PLATE ELEV'S 4) SEE PLANS FOR X, Y COORDINATES (ORIGIN GRID 6/A) 5) ALL ANCHOR BOLTS ASTM F1554-36 ANCHOR BOLT & FOUNDATION PLAN H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 107'-5 Y= 74'-11 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 23'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 23'-3 Y= 7'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 46'-3 Y= 7'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 46'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 46'-3 Y= 50'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 0'-7 Y= 25'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 69'-3 Y= 7'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 69'-3 Y= 15'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 89'-3 Y= 15'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 83'-10 Y= 15'-7 H SS6X6X3 8/ (C 6.6 ) SEE D ETAIL 6AX X= 89'-3 Y= 25'-7 H SS6X6X3 8/ (C 6.6 ) SEE D ETAIL 6AX X= 69'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 69'-3 Y= 50'-3 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 89'-3 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 48'-1 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 44'-5 Y= 74'-11 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 89'-3 Y= 74'-4 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX X= 79'-2 Y= 74'-4 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 79'-2 Y= 79'-8 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 67'-4 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 67'-4 Y= 79'-8 7 24'-8 6'-5 21'-2 23'-0 725'-08'-0 25'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 0'-7 Y= 42'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 69'-3 Y= 51'-43 4/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 23'-3 Y= 0'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 46'-3 Y= 0'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 23'-3 Y= 50'-3 7'-018'-0 7 8'-0 14'-8 16'-8 7'-08'-010'-0 GRID LINE 6/A (X=0 Y=0) H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 0'-7 Y= 0'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 8'-7 Y= 0'-7 24'-8 7 3'-0 19'-8 23'-3 30'-9 7 25'-35'-6 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 0'-7 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX X= 23'-3 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 23'-3 Y= 81'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 0'-7 Y= 81'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 3'-7 Y= 81'-0 7 14'-7 5'-5 8'-0 7 7 3 1'-134/9'-015'-114/ 1'-11 1'-10 1'-10 11'-10 4'-9 23'-0 4'-2 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 3 X= 75'-8 Y= 51'-43 4/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 69'-3 Y= 60'-43 4/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 75'-8 Y= 60'-43 4/ 3'-8 19'-3 7 7 6'-5 9'-11 10'-1 5'-4 20'-0 1'-2 15'-0 7 4'-0 6'-612/ 18'-112/8'-0 3'-6 2'-0 23'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 153'-3 Y= 79'-0 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 201'-11 Y= 43'-81 2/ H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 201'-11 Y= 51'-81 2/ H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 178'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 178'-3 Y= 50'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 178'-3 Y= 72'-5 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C X= 199'-4 Y= 72'-5 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 199'-4 Y= 51'-81 2/ H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 178'-3 Y= 79'-0 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 132'-3 Y= 17'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 132'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 132'-3 Y= 50'-3 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B2 X= 155'-3 Y= 25'-7 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 170'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 155'-3 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 132'-3 Y= 74'-11 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 132'-3 Y= 79'-0 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 109'-3 Y= 15'-7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 109'-3 Y= 17'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 109'-3 Y= 25'-7 H SS6X6X1 4/ (C 6.4 ) SEE D ETAIL 6A X= 109'-3 Y= 50'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 111'-1 Y= 74'-11 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5B X= 109'-3 Y= 74'-4 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5C X2 X= 111'-3 Y= 79'-8 73 72'-0 2'-78'-0 SEE DWG EM3 21'-0 2'-0 1'-10 1'-10 23'-0 3'-10 74'-2 2'-0 74'-9 21'-0 4'-1 73'-6 23'-0 8'-0 23'-8 7 7 H SS5X5X3 16 / (C 5.3 ) SEE D ETAIL 5C 2 X= 201'-11 Y= 25'-7 21'-1 20'-812/3'-1 6'-7 3'-13'-6 24'-3 H SS5X5X3 8/ (C 5.6 ) SEE D ETAIL 5BX2 X= 157'-3 Y= 79'-0 21'-0 2'-7 7 1'-512/ 3'-2 412/2 412/ 2 3234/ 3 234/ A A 2- AB2 PL1"X9 12/ X 0'-9 12/ 412/ 412/ A A 2- AB2PL1"X6 X 1'-1 4 4 B B 2- AB1PL34/ "X6 X 0'-11 112/ 4 3 3 4112/ 33 B B 2- AB1 PL34/ "X8 12/ X 0'-8 12/ 44 4 4 PL34/ "X11 X 0'-11 4- AB1 412/412/ 412/ 412/ A A 4- AB2 PL1"X13 X 1'-1 44 112/ 112/ B B 4- AB1 PL34/ "X6 X 0'-11 134/ 134/ 412/412/ 4- AB2 A APL1"X7 12/ X 1'-1 112/43 3 4 112/ 112/3112/ 112/ 112/ 3 112/ 112/ 4- AB1 PL34/ "X8 12/ X 0'-8 12/ 1'-812/ 412/PROJ 1GROUT TYP ANCHOR SETTING FOR AB2 SEE DETAILS FOR QTY REQ'D & BOLT PATTERN DIM'S AB2 - ROD1 14/ X 1'-8 12/ SEE DETAIL FOR PL SIZE SEE PLAN FOR SIZE 112/ 112/ 4 3 112/ 3 112/ 345 112/3112/ 112/ C C 4- AB1 PL34/ "X8 12/ X 1'-0 H SS5X5X3 16 / SH O P W ELD ED ELEVATO R FR AM E H SS5X5X3 8/ 1'-4 312/ 4PROJ 1GROUT TYP ANCHOR SETTING FOR AB1 SEE DETAILS FOR QTY REQ'D & BOLT PATTERN DIM'S AB1 - ROD34/ X 1'-6 14/ SEE DETAIL FOR PL SIZE SEE PLAN FOR SIZE 138/ 158/ 4 312/ 6 4 4PROJ 1GROUT L4X4X38/ AB1 - ROD34/ X 1'-6 14/ HSS5X5X316/HSS5X5X38/ ELEVATOR DOOR FRAME
  • 14. 0 ISSUED FOR CONSTRUCTION 22/10/2013 BW A ISSUED FOR APPROVAL 18/10/2013 BW REV DESCRIPTION DATE BY CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 15/10/13 ROYAL NORTH CENTER EM2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. A 2 1 B C D E 5 4 3 F 6 412/ 4 4 4412/ 24'-1 4 44 412/412/ 412/ 3 3 7 4 7 25'-3 112/ 112/ 6'-5 9'-0 112/ 112/ 112/ 112/ 1'-8 34'-9 3 1'-11 24'-8 1'-101'-10 30'-9 23'-0 11'-10 2- AB2 2- AB1 4- AB1 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 67'-4 Y= 79'-8 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 48'-1 Y= 74'-11 U /S B PL ELEV= 99'-8 SEE D ETAIL 6A X= 69'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 69'-3 Y= 7'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 75'-8 Y= 60'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 69'-3 Y= 60'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 109'-3 Y= 74'-4 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 109'-3 Y= 17'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 109'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 109'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 111'-1 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 107'-5 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 23'-3 Y= 0'-7 22'-8 14'-8 10'-0 18'-0 725'-0 4- AB1 4- AB1 GRID LINE 6/A (X=0 Y=0) U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 23'-3 Y= 7'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 46'-3 Y= 7'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 46'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 46'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 0'-7 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 23'-3 Y= 50'-3 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 23'-3 Y= 25'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 0'-7 Y= 42'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 0'-7 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 8'-7 Y= 0'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 0'-7 Y= 0'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 46'-3 Y= 0'-7 412/ 412/ 7 8'-0 412/ 412/ 7'-08'-0 2- AB2 2- AB2 7 3 25'-3 44412/412/412/412/ 16'-88'-0 2- AB2 2- AB2 2- AB1 3 3 4 4 4 4 44 4 4 4 4 7'-0 2- AB1 4- AB1 2- AB1 2- AB1 4 4 44 44 4 4 4 4 4 4 44 44 24'-8 4- AB1 4- AB1 5'-6 23'-3 19'-8 2- AB2 2- AB2 2- AB2 2- AB2 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 67'-4 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 44'-5 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX X= 23'-3 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 3'-7 Y= 81'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 0'-7 Y= 81'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 23'-3 Y= 81'-0 412/ 5'-310 412/ 10 6'-1 412/ 412/ 7 3'-0 2- AB2 3 412/ 412/ 412/ 7 412/ 412/ 412/ 412/ 1'-10 1'-10 134/ 134/ 8 412/412/ 1'-75 6 412/ 412/ 3 23'-0 21'-2 3'-8 19'-3 4- AB2 2- AB2 2- AB2 412/ 72'-07'-5 412/ 4- AB2 4- AB2 4- AB2 4- AB1 FORCONTINUATIONSEEDWGEM3 REF. DWG EM1 ENLARGED ANCHOR BOLT SETTING PLAN U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 89'-3 Y= 15'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 83'-10 Y= 15'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6AX X= 89'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6AX X= 69'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 89'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 69'-3 Y= 15'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 3 X= 75'-8 Y= 51'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 69'-3 Y= 51'-43 4/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 109'-3 Y= 15'-7 4 412/412/412/ 412/ 14'-7 5'-5 78'-03 2- AB2 2- AB2 4 4 44412/412/ 412/ 4 4 112/ 112/ 112/ 112/ 1'-134/ 112/112/ 112/112/ 4- AB1 4- AB1 4- AB1 412/ 4 4 4 4 4 4 3 SSPC-SP3, SHOP GREY PRIMER U/ N 2- AB1 2- AB1 412/412/ 412/ 412/ 44 4 4 4- AB1 20'-0 18'-2 4- AB1 2- AB2 2- AB2 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 89'-3 Y= 74'-4 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX X= 79'-2 Y= 74'-4 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 79'-2 Y= 79'-8 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 111'-3 Y= 79'-8 6'-5 3'-6 4 15'-114/ 112/ 112/ 4 412/412/ 134/134/ 112/112/ 4 4 410 2'-0 9'-8 3 1'-24'-9 412/ 412/ 3 3'-1110 9'-11 1'-2 20'-0 5'-4 10'-1 4- AB2 2- AB2 4- AB1 4- AB1 412/ 412/ 74'-9 74'-2 1'-8 4 412/ 412/ 4 4 412/ 412/ 3'-113 2'-0 3'-10
  • 15. 0 ISSUED FOR CONSTRUCTION 22/10/2013 BW A ISSUED FOR APPROVAL 18/10/2013 BW REV DESCRIPTION DATE BY CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 16/10/13 ROYAL NORTH CENTER EM3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 2 1 3 F G H J K 4 SSPC-SP3, SHOP GREY PRIMER U/ N 7 3'-2 24'-1 412/ 25'-3 23'-0 15'-0 1'-101'-10 20'-812/ 21'-0 ENLARGED ANCHOR BOLT SETTING PLAN 4- AB1 2- AB2 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 155'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 155'-3 Y= 25'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 157'-3 Y= 79'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 178'-3 Y= 72'-5 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 153'-3 Y= 79'-0 8'-024'-8 25'-3 2'-78'-0 2- AB1 2- AB1 4- AB1 2- AB1 FORCONTINUATIONSEEDWGEM2 SEE D ETAIL 6A X= 109'-3 Y= 50'-3 SEE D ETAIL 6A X= 109'-3 Y= 25'-7 SEE D ETAIL 5C 2 X= 109'-3 Y= 17'-7 SEE D ETAIL 5C 2 X= 109'-3 Y= 15'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 132'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 132'-3 Y= 25'-7 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 132'-3 Y= 17'-7 412/412/ 412/ 412/ 72'-0 4 4 4 4 7 10'-0 44 4 4 4 3 4 4 4 4 4 44 44 4 4 4 4 3'-6 23'-0 23'-0 21'-0 21'-0 4'-0 2- AB2 2- AB2 2- AB2 SEE D ETAIL 5C X2 X= 111'-3 Y= 79'-8 SEE D ETAIL 5B X= 109'-3 Y= 74'-4 SEE D ETAIL 5BX2 X= 107'-5 Y= 74'-11 SEE D ETAIL 5BX2 X= 111'-1 Y= 74'-11 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 132'-3 Y= 79'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 132'-3 Y= 74'-11 74'-9 10 4'-2 74'-2 2'-0 3'-10 3 7 412/412/ 412/ 3 412/ 412/ 412/ 412/ 4'-1 2'-02'-0 7 23'-8 718'-112/8'-0 1'-512/6'-612/ 2- AB1 2- AB2 2- AB2 2- AB2 2- AB2 4- AB1 4- AB1 REF. DWG EM1 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 170'-3 Y= 25'-7 U /S B PL ELEV= 99'-1 SEE D ETAIL 6A X= 178'-3 Y= 50'-3 U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 178'-3 Y= 25'-7U /S B PL ELEV= 100'-1 SEE D ETAIL 5B X= 199'-4 Y= 51'-81 2/U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X2 X= 201'-11 Y= 51'-81 2/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5BX2 X= 201'-11 Y= 43'-81 2/ U /S B PL ELEV= 100'-1 SEE D ETAIL 5C 2 X= 201'-11 Y= 25'-7 412/ 412/ 412/ 412/ 8'-0 44 4 4 10 4 4 7 7 10 412/412/ 44 412/ 412/112/ 112/ 2'-7 7 4 4 112/ 112/ 4 112/112/ 4 112/112/ 4 4 3 4'-1 3'-310 2 24'-3 6'-7 3'-13'-6 3'-1 21'-1 3'-2 4- AB1 4- AB1 2- AB1 U /S B PL ELEV= 100'-1 SEE D ETAIL 5B2 X= 178'-3 Y= 79'-0 U /S B PL ELEV= 100'-1 SEE D ETAIL 5C X= 199'-4 Y= 72'-5
  • 16. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E1 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 2 3 4 56 G F E D K J H C B A 1 2 3 D C B A 4 5 6 5 1 2 3 4 E D C G F SEE DWG E3 FOR LOW ROOF @ ELEV 118'-412/ SEE DWG E11 FOR RTU FRAMES SEE DWG E13 FOR STAIR & H/RAIL SEE DWG E8 FOR CANOPIES @ ELEV 124'-0 SEE DWG E14 FOR LADDERS SEE DWG E4 FOR ROOF @ ELEV 127'-112/ SEE DWG E5 FOR STAIR LANDINGS @ ELEV 106'-8 ROYAL NORTH CENTER ISOMETRIC VIEWS SEE DWG E2 FOR 2ND FLOOR @ ELEV 113'-8 SEE DWG EM1 - EM3 FOR ANCHOR BOLT PLAN SEE DWG E6 FOR WINDOW, SILL & HEADER FRAMING SEE DWG E5 FOR HIGH ROOF @ ELEV 131'-10 12/ SEE DWG E9 FOR CANOPIES @ ELEV 128'-0 SEE DWG E11 FOR RTU FRAMES SEE DWG E12 FOR STAIR & H/RAIL SEE DWG E5 FOR STAIR LANDINGS @ ELEV 106'-8 SEE DWG E4 FOR ROOF @ ELEV 127'-112/ SEE DWG E7 FOR VERT CROSS BRACING SEE DWG E14 FOR LADDERS SEE DWG E10 FOR ELEVATOR FRAMING SEE DWG E3 FOR LOW ROOF @ ELEV 118'-412/ SEE DWG E11 FOR RTU FRAMES SEE DWG E5 FOR HIGH ROOF @ ELEV 131'-10 12/ SEE DWG E6 FOR WINDOW, SILL & HEADER FRAMING SEE DWG E2 FOR 2ND FLOOR @ ELEV 113'-8 SEE DWG E9 FOR CANOPIES @ ELEV 128'-0 SEE DWG E3 FOR LOW ROOF @ ELEV 118'-412/ SEE DWG E7 FOR VERT CROSS BRACING SEE DWG E4 FOR ROOF @ ELEV 127'-112/ SEE DWG E14 FOR LADDERS
  • 17. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 6 CBA 1 2 3 4 5 D E2 1 2 3 G C KJH SECT. B / E3 122'-0"1/2 119'-5"1/2 118'-4"1/2 G SECT. C / E3 122'-0"1/2 119'-5"1/2 118'-4"1/2 B SECT. A / E3 124'-0 118'-4"1/2 SECT. D / E3 CUST REF DWG: S5 R0 7 7 8'-0 14'-8 A E2 C 2 H SS5X5X3 16 / H SS5X5X3 8/ (F1 ) F1 C O L BEN T H SS5X5X3 8/ C 6 H SS5X5X3 16 / SEE DWG E2 FOR TYP SECTIONS & DETAILS LOW ROOF FRAMING PLAN NOTES: 1) TOP OF STEEL ELEV= 118'-4 12/ U/NOTED (-338/ ) FOR JOIST SHOE DEPTH 2) ALL BOLTS 34/ A325 U/NOTED 3) SEE JOIST DWG'S FOR JOIST DETAILS 25'-0316/16'-71316/8'-030'-9 25'-35'-6 1'-15'-0 6'-2 LOOSEDECKLLINLENGTH=66'-1012/ 7 LOOSEDECKLLINLENGTH=80'-5 59 PL14/ "X6 B H SS4X4X3 16 / PO ST (ABO VE) B E2 H SS4X4X3 16 / PO ST (ABO VE) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT H SS5X5X3 8/ (F2 ) 7'-08'-010'-025'-3 B 11'-4 11'-4 6'-2 A E2 6'-0 TJ TJ C 3 H SS6X6X1 4/ C 4 H SS6X6X1 4/ B14W14X22(-338/) B7 W14X22 B11 W14X22 B1W16X26(-338/)C 1 H SS5X5X3 16 / B15 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 16"_OWSJ 16"_OWSJ W14X22 ( F1 ) B12W14X22 B38 W8X18 B32 W12X19 B31 W8X18 16"_OWSJ 3'-63'-66'-06'-06'-2 TJ 1'-614/ 3'-4 1'-114/ 6'-26'-26'-112/6'-212/ F27 C4X4.5 ( RTU-1 ) DET. RTU-1 E11 M3 LADDER SEE DWG E14 58 PL14/ "X6 A TJTJ C 5 H SS6X6X1 4/ B18W16X36(-338/) B2W14X22(-338/) F2 C O L BEN T H SS5X5X3 8/ B19 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 16"_OWSJ W14X22(F2)(-338/) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 1'-614/ A E2 C 8 H SS6X6X1 4/ C 7 H SS5X5X3 16 / B39 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 B42W14X22 F6 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 C 9 H SS6X6X1 4/ 5'-8 5'-8 6'-2 1'-05'-1 23'-3 23'-0 3'-0 19'-8 CANOPY ABOVE SEE DWG E8 B3W18X40(-338/) H SS5X5X3 8/ F5 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F5 ) B22W16X36(-338/) B6 W14X22 B23 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 16"_OWSJ B4 W14X22 H SS4X4X3 16 / PO ST (ABO VE) B28 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 B10 W14X22 H SS5X5X3 8/ (F3 ) F3 C O L BEN T H SS5X5X3 8/ F4 H SS5X5X3 8/ H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) B5W14X22 W14X22 B8W14X22 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) B8W14X22 B47 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 5'-8 5'-9 21'-0 4'-6 LOOSE DECK L LIN LENGTH= 69'-3 23'-0 M3 LADDER SEE DWG E14 F13 C O L BEN T H SS5X5X3 8/ H SS4X4X3 16 / PO ST (ABO VE) B148 W14X22 C 32 H SS5X5X3 16 / 24'-8 25'-3 B23 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 724'-8 25'-3 B23 HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 B144W14X22 B59 HSS5X5X14/ TOS EL= 116'-1112/ SEE DWG 56 C 33 H SS6X6X1 4/ 1'-03'-1 4'-1 3'-6 H SS5X5X3 8/ (F13 ) B144W14X22 B28 HSS7X5X38/ TOS EL= 116'-1112/ SEE DWG E6 3'-1 5'-11 20'-112'-1012/ 2'-7 5'-6 24'-3 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) 18"_OWSJ B172W8X18 C 39 H SS5X5X3 16 / C 40 H SS5X5X3 16 / 6 5'-9 15'-0 DET. RTU-7 E11 F42 C4X4.5 ( RTU-7 ) SEE DWG E2 FOR TYP SECTIONS & DETAILS LOW ROOF FRAMING PLAN NOTES: 1) TOS ELEV & U/SIDE DECK ELEV= 118'-412/ U/NOTED "(-338/ )"" FOR JOIST SHOE DEPTH 2) ROOF SLOPE & LOW POINT ELEV NOTED ON PLAN 3) ALL BOLTS 34/ A325 U/NOTED 4) SEE JOIST DWG'S FOR JOIST DETAILS B171 W14X22 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT TJ B158 W8X18 (-338/ ) C 34 H SS5X5X3 16 / B153 W16X26 (-338/ ) 6 5'-0 DET. RTU-6 E11 F41 C4X4.5 ( RTU-6 ) ROOF lLOW POINT -3 U/S DECK EL= 118'-1 12/ TJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B159 W16X36 (-338/ ) C 35 H SS6X6X1 4/ B154 W18X40 (-338/ ) 4'-6 4'-6 4'-6 3'-012/ 5'-9 5'-9 3'-012/ 5 8'-0 18'-2 W14X22 ( F15 ) (-338/ ) F15 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F15 ) TJ B166 W14X22 (-338/ ) 3'-012/ 6 5'-9 5'-11 5'-11 5'-11 DET. RTU-8 E11 F43 C4X4.5 ( RTU-8 ) TJ ROOF lLOW POINT -3 U/S DECK EL= 118'-1 12/ TJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B173 W8X18 B170 W14X22 B169 W14X22 B168W14X22 B167 W16X36 (-338/ ) C 36 H SS6X6X1 4/ 5'-9 11'-6 25'-0 21'-2 712/ 2'-0 23'-0 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) CANOPY ABOVE SEE DWG E8 D E2 B E2 A E2 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT W14X22 H SS5X5X3 8/ (F14 ) F14 C O L BEN T H SS5X5X3 8/ TJ 18"_OWSJ 18"_OWSJ 18"_OWSJ C 38 H SS5X5X3 16 / B161 W14X22 B164 W14X22 B163 W14X22 B165 W14X22 (-338/ ) B156W14X22 C 37 H SS5X5X3 16 / B162W14X22 B157W14X22 B157W14X22 B152 W14X22 B155W14X22 B155W14X22 B150W14X22 B149W14X22 5'-9 5'-9 LOOSE DECK L LIN LENGTH= 20'-11 78/ 6'-6 1'-512/ 6'-75'-012/ 18'-112/8'-0 7 7 CANOPY ABOVE SEE DWG E8 D E2 H SS4X4X3 16 / PO ST (ABO VE) H SS4X4X3 16 / PO ST (ABO VE) H SS5X5X3 8/ (F16 ) H SS4X4X3 16 / PO ST (ABO VE) F16 C O L BEN T H SS5X5X3 8/ H SS4X4X3 16 / PO ST (ABO VE) W14X22 H SS4X4X3 16 / PO ST (ABO VE) B174W14X22C 41 H SS5X5X3 16 / 338/ 3 SEE PLAN FOR SIZE & MARK SEE PLAN FOR SIZE & MARK M2 DECK L4X4X14/ SHOP WELDED TO BEAM WT4X9 1'-12'-7 SEE PLAN FOR SIZE & MARK HSS7X5X38/ U/SIDE EL= 122'-012/ SEE DWG E6 DECK L4X4X14/ SHOP WELDED TO BEAM HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 338/ 3 2'-71'-1 OWSJ (BY OTHERS) HSS7X5X38/ TOS EL= 119'-512/ SEE DWG E6 SEE PLAN FOR SIZE & MARK LOOSE DECK L4X4X14/ SEE PLAN FOR LIN LENGTH REQ'D FIELD CUT FROM STOCK LENGTHS AS REQ'D HSS7X5X38/ U/SIDE EL= 122'-012/ SEE DWG E6 5'-712/ 5'-1112/ HSS4X4X316/ SHOP WELDED TO BEAM CANOPY FRAMING SEE DWG Exx
  • 18. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E4 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 2 3 4 5 GFEDCB A E2 A E2 127'-1"1/2 1 SECT. A / E4 CUST REF DWG: S7 R0 LOOSE DECK L LIN LENGTH= 46'-5 12/ 2'-77'-1134/24'-814/24'-87 75'-75'-8 M3 LADDER SEE DWG E14 A E2 NOTES: 1) TOS ELEV & U/SIDE DECK ELEV= 127'-112/ U/NOTED "(-338/ )" FOR JOIST SHOE DEPTH 2) ROOF SLOPE & LOW POINT ELEV NOTED ON PLAN 3) ALL BOLTS 34/ A325 U/NOTED 4) SEE JOIST DWG'S FOR JOIST DETAILS C 33 H SS6X6X1 4/ C 32 H SS5X5X3 16 / HSS4X4X316/ POSTS FOR CANOPY ABOVE (SEE DWG E9) 12'-012/ 36'-6 36'-6 12'-712/ 5'-9 5'-1 1'-0 19'-3 5'-7 24'-8 8'-010'-0 24'-1 4'-9 25'-3 23'-0 DET. RTU-3 E11 F33 C4X4.5 ( RTU-3 ) F30 C4X4.5 ( RTU-9 ) F31 C4X4.5 ( RTU-9 ) ELEVATOR FRAME F8 SEE DWG E10 C 13 H SS6X6X1 4/ C 11 H SS5X5X3 8/ C 10 H SS5X5X3 16 / H SS5X5X3 8/ (F7 ) B106W14X22 C 14 H SS4X4X1 4/ C 23 H SS4X4X1 4/ B106W14X22 C 58 H SS4X4X1 4/ 3'-4 5'-9 24'-8 25'-3 SLOPEDOWN 817'-11 8'-010'-0 C 3 H SS6X6X1 4/ C 4 H SS6X6X1 4/ B16W8X18 B34 W16X26 (-338/ ) B40 W14X22 (-338/ ) 16"_OWSJ 1'-114/ 5'-9 M3 LADDER SEE DWG E14 C 5 H SS6X6X1 4/ B20W8X18 B36 W16X26 (-338/ ) 16"_OWSJ B26 W14X22 1'-614/ 1'-614/ 5'-05'-0 SLOPEDOWN SLOPE DOWNSLOPE DOWN ROOF lLOW POINT -1 14/ U/S DECK EL= 127'-0 14/ DET. RTU-10 E11 F29 C4X4.5 ( RTU-10 ) F32 C4X4.5 ( RTU-10 ) TJ TJ TJ B E2 16"_OWSJ C 8 H SS6X6X1 4/ C 7 H SS5X5X3 16 / M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 16"_OWSJ 16"_OWSJ 16"_OWSJ B52 W14X22 (-338/ ) B34 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 12'-712/ 5'-9 DET. RTU-2 E11 DET. RTU-9 E11 F28 C4X4.5 ( RTU-2 ) TJ ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ C 9 H SS6X6X1 4/ 16"_OWSJ 16"_OWSJ 16"_OWSJ B49 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 16"_OWSJ 3'-012/ 5'-9 5'-9 1'-614/ 1'-614/ SLOPEDOWN SLOPE DOWN 3'-4 3'-012/ 5'-9 5'-9 SLOPE DOWN 21'-2 23'-0 CANOPY ABOVE SEE DWG E9 5'-8 7 CANOPY BELOW SEE DWG E8 B24W14X22 HSS4X4X316/ POSTS FOR CANOPY ABOVE (SEE DWG E9) B27W14X22 B30 W14X22 B25 W14X22 5'-0 5'-0 5'-0 1'-10 3'-8 F5 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F5 ) B43W14X22 B35W14X22 B35W14X22 W14X22 B54W14X22 B53W14X22 B44W14X22 B48 W14X22 3'-03'-012/ 1'-614/ 1'-614/ 12'-012/ 7'-0 6'-8 SLOPEDOWN DET. RTU-13 E11 DET. RTU-4 E11 F38 C4X4.5 ( RTU-13 ) F36 C4X4.5 ( RTU-13 ) SEE DWG E2 FOR TYP SECTIONS & DETAILS ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ M7 LADDER SEE DWG E14 ROOF FRAMING PLAN C 19 H SS5X5X3 8/ C 20 H SS5X5X3 8/ B88 W16X26 B118 W8X18B103 W8X18 A E2 A E2 B60W8X18 ROOF HATCH TJ C 12 H SS6X6X3 8/ B86W8X10 B63W16X26 B93 W14X22 (-338/ ) B86W8X10 SLOPEDOWN SLOPE DOWN ROOF lLOW POINT - 78/ U/S DECK EL= 127'-0 58/ TJ C 21 H SS6X6X3 8/ B93 W14X22 (-338/ ) B179W16X26 B114W8X10 6'-02'-2 6'-8 SLOPE DOWN DET. RTU-11 E11 F34 C4X4.5 ( RTU-11 ) TJ TJ ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ C 22 H SS6X6X1 4/ 16"_OWSJ 16"_OWSJ B82 W8X10 B95 W16X26 (-338/ ) B121 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 16"_OWSJ F8 H SS5X5X3 16 / W8X10 W8X18 W8X18 W8X18 W8X18 6'-8 6'-8 3'-6 3'-4 6'-8 F35 C4X4.5 ( RTU-4 ) SLOPEDOWN 72'-0 SLOPEDOWN SLOPE DOWNSLOPE DOWN B130W8X10 ROOF lLOW POINT - 34/ U/S DECK EL= 127'-0 34/ TJ C E2 A E2 C 27 H SS6X6X1 4/ C 31 H SS5X5X3 16 / C 26 H SS5X5X3 16 / C 25 H SS5X5X3 16 / B133 W8X18 B136 W16X26 (-338/ ) B126W8X10 B130W8X10 B181W8X10 B125 W8X18 B180W8X10 B143W8X18 7'-0 5'-9 DET. RTU-12 E11 F39 C4X4.5 ( RTU-12 ) DET. RTU-5 E11 F40 C4X4.5 ( RTU-5 ) TJ C 28 H SS6X6X1 4/ B134 W16X26 (-338/ ) 16"_OWSJ 16"_OWSJ 16"_OWSJ 16"_OWSJ 16"_OWSJ B145W8X18 B140 W14X22 6'-8 5'-9 SLOPEDOWNSLOPEDOWN 3'-4 SLOPEDOWN F37 C4X4.5 ( RTU-12 ) 3'-4 5'-9 5'-9 ROOF lLOW POINT -3 U/S DECK EL= 126'-10 12/ 18'-2 LOOSE DECK L LIN LENGTH= 28'-2 18/ 20'-0 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT B131W14X22 B131W14X22 B138 W14X22 16"_OWSJ W14X22 B147W14X22 B141 W14X22 1'-11 6'-5 3'-6 3'-105'-4 4'-2 11'-10 10'-1 1'-2 20'-0 F7 C O L BEN T H SS5X5X3 8/ F9 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F9 ) C 24 H SS5X5X3 16 / B66W14X22 B85W14X22 B57 W8X10 B72 W8X10 B123 W14X22 (-338/ ) 16"_OWSJ 16"_OWSJ B100 W14X22 (-338/ ) B89 W8X10 B77 W14X22 1'-1 5'-1 5'-0 5'-0 5'-0 3'-8 21'-2 3'-107 1'-10 23'-0 CANOPY ABOVE SEE DWG E9 C E2 C 30 H SS5X5X3 8/ C 29 H SS5X5X3 16 / F11 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F11 ) B139W14X22 FIELD NOTE: THIS CONN ON WEST SIDE CANOPY BELOW SEE DWG E8 1012/ 3 2'-6 7 1012/ EL. +128'-0 HSS4X4X316/ SHOP WELDED TO BEAM DECK L4X4X14/ SHOP WELDED TO BEAM SEE PLAN FOR SIZE & MARK SEE PLAN FOR SIZE & MARK CANOPY FRAMING SEE DWG Exx
  • 19. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/10/13 ROYAL NORTH CENTER E5 CHECKED BY:DATE: (D/M/Y) 11/04/13IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 B B A A ED C C F E E 1 D 3 4 D 1 127'-1"1/2 A - A 1 127'-1"1/2 B - B 1 127'-1"1/2 C - C 113'-8 D - D 113'-8 C - C 113'-8 1 E - E SEE DWG E2 FOR TYP SECTIONS & DETAILS CUST REF DWG: S9 & S4 R0 6'-5 20'-0 B109 W8X18 TOS EL= 131'-8 B55W8X18 B74W8X10 H SS4X4X1 4/ C 14 B91W8X10 B101W8X10 B101W8X10 B101W8X10 H SS4X4X1 4/ C 23 B78 W8X18 TOS EL= 131'-1012/ H SS5X5X3 8/ (C 30 ) B101W8X10 H SS4X4X1 4/ C 58 3'-8 2'-9 6'-5 1'-11 20'-0 9'-2 5'-04'-2 SLOPEDOWN F20 SEE DWG E9 NOTES: 1) TOS ELEV= 131'-1012/ @ HIGH POINT 2) ALL BOLTS 34/ A325 U/NOTED HIGH ROOF FRAMING PLAN A E2 A E2 H SS5X5X3 8/ (F9 ) H SS5X5X3 8/ (F7 ) B113 W14X22 TOS EL= 131'-1012/ 5'-11 5'-11 6'-5 6'-5 2'-0 B128W8X18 F21 SEE DWG E9 FIELD NOTE: THIS CONN ON WEST SIDE A E2 74'-2 4'-9 A E2 A E2 A E2 F7 C O L BEN T H SS5X5X3 8/ F9 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F9 ) H SS5X5X3 8/ (F7 ) B81 W8X10 C 15 H SS3X3X3 8/ B75 W8X10 B67 W8X10 B80W8X10 1'-27 11'-10 4'-1112/ 9'-11 1'-93'-7 5'-31516/ SEE E12 FOR STAIR & H/RAIL SS1000 C10X15.3 NOTES: 1) TOS ELEV ELEV= 106'-8 2) ALL BOLTS 34/ A325 U/NOTED NORTH STAIR LANDING PLAN 5'-0 7 710'-0 SEE E13 FOR STAIR & H/RAIL NOTES: 1) TOS ELEV ELEV= 106'-8 2) ALL BOLTS 34/ A325 U/NOTED SOUTH STAIR LANDING PLAN VERT BRACING SEE DWG E7 VERT BRACING SEE DWG eXX A E2 A E2 A E2 C C D D C 16 H AN G ER H SS3X3X3 8/ H SS6X6X3 8/ C 12 H SS5X5X3 8/ C 11 B73W8X10 B61W8X10 B69 W8X10 C 17 H AN G ER H SS3X3X3 8/ B68 W8X10 B70 W8X10 C 18 H AN G ER H SS3X3X3 8/ 10'-0 3'-11 5'-0 4'-2 B66 W14X22 C14HSS4X4X14/ 4'-612/ 4'-9 B55 W8X18 3'-10 1'-2 5'-0 4'-7 +131'-8 B175 W8X18 +127'-1 HSS5X5X316/ C24 B109 W8X18 C23HSS4X4X14/ B106 W14X22 SLOPING) 7 5'-0 4'-2 3'-10 1'-2 +131'-1012/ +131'-8 B128 W8X18 (SLOPING) F21 C58HSS4X4X14/ +127'-1 B106 W14X22 (SLOPING) C29 4'-7 3'-1 1012/ 4'-9 +128'-0 C30 F11 6'-858/338/ B70 W8X10 +106'-8 C18HSS3X3X38/ B92 W18X40 7'-0 +106'-8 C16 HSS3X3X38/ C17 HSS3X3X38/ B69 W8X10 V11 HSS4X4X14/ B87 W16X26 7 7'-0 +106'-8 B67 W8X10 C15HSS3X3X38/ B65 W8X18
  • 20. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/10/13 ROYAL NORTH CENTER E7 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 127'-1"1/2 113'-8 100'-0 ED DET. A DET. B 127'-1"1/2 113'-8 100'-0 4 3 100'-0 127'-1"1/2 113'-8 4 3 100'-0 D DETAIL A 100'-0 DETAIL B 7'-0 14'-7 13'-8 FIELD NOTE: BRACE CONN PL ON NS (TYP) CROSS BRACING @ LINE 4 C17 HSS3X3X38/ C16 HSS3X3X38/ B102 W8X18 V9 HSS4X4X 1 4/ B103 W8X18 6'-8 +106'-8 GRADE BEAM V8 HSS4X4X 1 4/ 5 3'-11 B69 W8X10 13'-512/ B88 W16X26 V9 HSS4X4X 1 4/ 5 HSS5X5X38/ C20 V12 HSS4X4X 1 4/ V13 HSS4X4X14/ V11 HSS4X4X 1 4/ 5'-5 V10 HSS4X4X 1 4/ HSS5X5X38/ C19 B116 W16X26 B117 HSS7X5X38/ F10 HSS7X5X38/ HSS5X5X316/ B118 W8X18 B97 W8X18 10'-0 10'-0 13'-813'-512/ FIELD NOTE: BRACE CONN PL ON NS (TYP) CROSS BRACING @ LINE E B105 W16X26 V14HSS4X4X 14/ V4HSS4X4X 14/ B179 W16X26 GRADE BEAM V15 HSS4X4X1 4/ V5 HSS4X4X1 4/ 5 V13 HSS4X4X1 4/ 7 V3 HSS4X4X1 4/ HSS6X6X38/ C21 5 7 Z469 PL7 14/ "X157 12/ 10'-0 7 7 10'-0 13'-512/ CROSS BRACING @ LINE D B62 W16X26 B63 W16X26 V1 HSS4X4X1 4/ V5 HSS4X4X1 4/ 6'-87'-0 13'-8 +106'-8 V6 HSS4X4X1 4/ 5 V2HSS4X4X 14/ V4HSS4X4X 14/ V3 HSS4X4X1 4/ 7'-8 B61 W8X10 V7HSS4X4X 14/ 5 FIELD NOTE: BRACE CONN PL ON NS (TYP) HSS5X5X38/ C11 HSS4X4X14/ V8 HSS4X4X14/ V11 HSS5X5X38/ C19
  • 21. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 29/10/13 ROYAL NORTH CENTER E8 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY A 1 B DET. B 1 DET. BDET. B DET. D DET. A G DET. A DET. C DET. BDET. BDET. B JH DET. D DET. A DET. B DET. B DET. B DET. ADET. C 2 3 K DETAIL A SEE PLAN FOR ORIENTATION DETAIL B SEE PLAN FOR ORIENTATION DETAIL C SEE PLAN FOR ORIENTATION DETAIL D SEE PLAN FOR ORIENTATION B1 - B1 D1 - D1 A1 - A1 DETAIL E SEE PLAN FOR ORIENTATION E2 - E2 E1 - E1 E2 E2 DETAIL F SEE PLAN FOR ORIENTATION CUST REF DWG: S6 R0 SEE DWG E9 FOR HIGH ROOF CANOPIES 5'-6 3'-1 5'-8 5'-8 5'-8 5'-8 5'-1 57'-11 5'-12'-10 6 9'-2 1'-45'-02'-10 30'-10 2'-6 23'-3 5'-1 PL38/ "X3 CANOPY POST BASE PL @ EL. 118'-412/ SEE PLAN ON E3 DET. ADET. BDET. B NOTES: 1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325 NORTH-WEST CANOPY FRAMING @ ELEV. 124'-0 DET. D DET. C DET. B DET. A H SS5X5X3 8/ (F4 ) H SS4X4X3 16 / (BELO W )F4 H SS4X4X3 16 / (BELO W )B10 H SS4X4X3 16 / (BELO W )B10 H SS4X4X3 16 / (BELO W )B10 H SS4X4X3 16 / (BELO W )F3 H SS4X4X3 16 / (BELO W )F4 H SS4X4X3 16 / (BELO W )B3 F17 HSS4X4X316/ 7 1'-0 5'-9 56'-2 23'-0 DET. E NOTES: 1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325 NORTH-EAST CANOPY FRAMING @ ELEV. 124'-0 CANOPY POST BASE PL @ EL. 118'-412/ SEE PLAN ON E3 H SS4X4X3 16 / (BELO W )F14 1'-0 55'-11 3'-12'-10 3'-6 5'-1 5'-9 5'-9 5'-9 H SS5X5X3 8/ (F13 ) F23 HSS4X4X316/ H SS4X4X3 16 / (BELO W )F13 H SS4X4X3 16 / (BELO W )F13 H SS4X4X3 16 / (BELO W )B152 H SS4X4X3 16 / (BELO W )B152 H SS4X4X3 16 / (BELO W )B152 2'-512/ 2'-1012/5'-1112/2'-10 5'-9 5'-9 5'-9 5'-9 5'-1 23'-0 DET. F F25HSS4X4X316/ F24 HSS4X4X316/ H SS4X4X3 16 / (BELO W )B164 H SS4X4X3 16 / (BELO W )B161 H SS4X4X3 16 / (BELO W )B161 H SS4X4X3 16 / (BELO W )B161 H SS4X4X3 16 / (BELO W )C 38 24'-81'-512/ 26'-112/ 6'-1 8'-7 5'-6 3'-1 2'-7 7 4'-10 3'-1 7'-11 2'-96'-66'-76'-76'-512/3'-1 31'-1112/ F26HSS4X4X316/ NOTES: 1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325 SOUTH-EAST CANOPY FRAMING @ ELEV. 124'-0 CANOPY POST BASE PL @ EL. 118'-412/ SEE PLAN ON E3 3'-2 2'-27 H SS4X4X3 16 / (BELO W )F16 H SS4X4X3 16 / (BELO W )C 39 H SS4X4X3 16 / (BELO W )F16 H SS4X4X3 16 / (BELO W )B174 H SS4X4X3 16 / (BELO W )B174 H SS4X4X3 16 / (BELO W )C 41 H SS4X4X3 16 / (BELO W )B166 55 A1 A1 PL38/ "X3 L4X4X38/ L4X4X38/ H SS4X4X3 16 / (BELO W ) 112/434/ B1 B1 PL38/ "X4 PL38/ "X3 H SS4X4X3 16 / (BELO W ) L4X4X38/ 434/ 112/ PL38/ "X3 B1B1 L4X4X38/ H SS4X4X3 16 / (BELO W ) 112/112/ L4X4X38/ PL38/ "X3 D1 D1 212/ U/SIDE ELEV. +124'-0 BOLT 34/ "DIA A325 6 PL38/ "X3 PL38/ "X4 L4X4X38/ HSS4X4X316/ FRAME (SEE PLAN) 212/ HSS4X4X316/ (SEE PLAN) U/SIDE ELEV. +124'-0 BOLT 34/ "DIA A325 6 PL38/ "X3 L4X4X38/ FRAME (SEE PLAN) 212/ U/SIDE ELEV. +124'-0 PL38/ "X3 L4X4X38/L4X4X38/ FRAME (SEE PLAN) HSS4X4X316/ (SEE PLAN) 1'-01'-0 116/FRAME END END FRAME 3 x BOLT 34/ "DIA A325 512/ H SS4X4X3 16 / (BELO W ) E1 E1 E2 E2 L4X3X14/ 2 116/FRAME END END FRAME 116/FRAME END END FRAME 2'-0 MAX 2'-0 MAX 116/FRAME ENDEND FRAME 3 x BOLT 34/ "DIA A325 512/ L4X3X14/
  • 22. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 30/10/13 ROYAL NORTH CENTER E10 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY ELEVATOR FRAME ISOMETRIC (LOOKING SOUTH-EAST) ELEVATOR FRAME ISOMETRIC (LOOKING NORTH-EAST) 127'-1"1/2 113'-8 100'-0 2 EAST ELEVATION (LOOKING WEST) DET. A 127'-1"1/2 113'-8 100'-0 2 WEST ELEVATION (LOOKING WEST) DET. B 127'-1"1/2 113'-8 100'-0 D NORTH ELEVATION (LOOKING NORTH) 127'-1"1/2 113'-8 100'-0 D SOUTH ELEVATION (LOOKING NORTH) 113'-8 2 DETAIL A / E10 113'-8 2 DETAIL B / E10 HSS5X5X38/ TYP U/NOTED TOS EL. 127'-078/ EAST W8X18 W8X18 W8X18 F8HSS5X5X316/ HSS5X5X316/ W8X18 W8X18 W8X18 SOUTH HSS5X5X316/ HSS5X5X316/ TOS EL. 127'-0916/ TOS EL. 127'-112/ TOS EL. 127'-112/ W8X18 W8X18 W8X10 TOS EL. 127'-112/ M6 LADDER SEE DWG E14 WESTNORTH HSS5X5X316/ HSS5X5X316/ HSS5X5X316/ F8HSS5X5X316/ F34 C4X4.5 ( RTU-14 ) SEE DWG E11 TOS EL. 127'-078/ TOS EL. 127'-112/ TOS EL. 127'-0916/ W8X18 W8X18 W8X18 W8X18 W8X10 W8X18 W8X18 W8X18 W8X18 5'-3 9'-0 5'-3 8'-10 13'-512/ F34 C4X4.5 DET. A W8X18 EL.+127'-01116/ B83 W8X10 B94 W18X40B84 W8X10 3'-4 434/ 6 8'-65'-2 13'-8 2- 12/ x5 WEDGE BOLTS POWER FASTERNERS OR EQUIV. 3 GA 312/ EMBEDMENT 58/ W8X18 EL.+127'-078/ B85 W14X22 5 338/ 5 338/ 1'-134/ (SIM.) B82 W8X10 B95 W16X26 6 6'-1112/ DET. B 6'-812/6'-4716/7'-1116/ W8X18 W8X18 B65 W8X18 B66 W14X22 HSS6X6X14/C13 (SIM.) B33 W18X40 B49 W16X26 6 58/ EL.+127'-078/ F8HSS5X5X316/ W8X18 W8X18 6'-4716/ 78/ W8X18 EL.+127'-058/ 6'-812/6'-1112/ 6 7'-1116/ 6'-5 W8X18 1'-134/ 212/ 834/ 338/ 3212/ HSS5X5X316/ W18X40 B94 W8X10 B83 3212/ 212/ 534/ 1'-134/ W8X10 STUB HSS6X6X14/ C13
  • 23. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/11/13 ROYAL NORTH CENTER E11 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU A ISSUED FOR APPROVAL 25/11/13 BW REV DESCRIPTION DATE BY 5'-612/ 63'-4 3'-012/ 5'-11 DET. C DET. A (TYP U/N) F43 C4X4.5 ( RTU-8 ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B167 W16X36 F46 C4X4.5 ( RTU-8 ) DETAIL RTU-8 (DWG. E3 ) 3'-012/ 3'-42'-212/ 6'-2 DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ F27C4X4.5 (RTU-1) DETAIL RTU-1 E3 5'-612/ 63'-4 3'-012/ 4'-6 DET. C DET. B DET. BDET. B DET. A (TYP U/N) F41 C4X4.5 ( RTU-6 ) B150W14X22 B155W14X22 18"_OWSJ B154 W18X40 18"_OWSJ F44 C4X4.5 ( RTU-6 ) DETAIL RTU-6 (DWG. E3 ) 5'-612/ 63'-4 3'-012/ 5'-9 DET. A (TYP U/N) DET. C DET. B DET. B DET. B B159 W16X36 18"_OWSJ 18"_OWSJ B157W14X22 B157W14X22 F42 C4X4.5 ( RTU-7 ) F45 C4X4.5 ( RTU-7 ) DETAIL RTU-7 (DWG. E3 ) 5'-612/3'-012/ 6'-8 5'-9 3'-4 DET. A (TYP U/N) DET. E DET. E F36 C4X4.5 ( RTU-13 ) F38 C4X4.5 ( RTU-13 ) DETAIL RTU-13 (DWG. E4 ) 5'-612/ 3'-012/ 3'-4 6'-8 5'-9 DET. B DET. B DET. D DET. DDET. A (TYP U/N) F39 C4X4.5 ( RTU-12 ) F37 C4X4.5 ( RTU-12 ) 16"_OWSJ B106W14X22 B131W14X22 DETAIL RTU-12 (DWG. E4 ) 5'-612/ 2'-212/3'-4 3'-012/ 6'-8 DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ F35 C4X4.5 ( RTU-4 ) DETAIL RTU-4 (DWG. E4 ) 5'-612/ 2'-212/3'-4 3'-012/ 5'-9 DET. A (TYP U/N) F40 C4X4.5 ( RTU-5 ) 16"_OWSJ16"_OWSJ DETAIL RTU-5 (DWG. E4 ) 3'-6 6'-11 2'-2 DET. A (TYP U/N) DET. B DET. B F8W8X18 16"_OWSJ F34 C4X4.5 ( RTU-11 ) DETAIL RTU-11 (DWG. E4 ) 3'-012/ 5'-612/ 3'-4 5'-9 5'-9 DET. E DET. E DET. A (TYP U/N) 16"_OWSJ F32 C4X4.5 ( RTU-10 ) F29 C4X4.5 ( RTU-10 ) 16"_OWSJ 16"_OWSJ DETAIL RTU-10 (DWG. E4 ) 5'-612/ 3'-42'-212/ 3'-012/ 5'-9 DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ F33 C4X4.5 ( RTU-3 ) DETAIL RTU-3 (DWG. E4 ) 3'-012/ 5'-612/ 3'-4 5'-9 5'-9 DET. D DET. DDET. B (TYP U/N) B44W14X22 F31 C4X4.5 ( RTU-9 ) F30 C4X4.5 ( RTU-9 ) B35W14X22 B43W14X22 DETAIL RTU-9 (DWG. E4 ) 3'-012/ 5'-612/ 3'-42'-212/ 5'-9 F28 C4X4.5 ( RTU-2 ) DET. A (TYP U/N) 16"_OWSJ 16"_OWSJ DETAIL RTU-2 (DWG. E4 ) 6 14/ 14/ TYP C4X4.5 SEE PLAN C4X4.5 SEE PLAN 2- L2-12/ X2-12/ X516/ 2- L2-12/ X2-12/ X516/ SEE PLAN DETAIL C 21116/ 4516/ 614/ 1316/ C4X4.5 RTU FRAME SEE PLAN FOR MARKS JOIST TOP CHORD (BY OTHERS) 14/ L7X4X38/ x 5 DETAIL A 312/ C4X4.5 SEE PLAN SEE PLAN L5X5X38/ x 5 14/ DETAIL B 312/ 312/ 14/ C4X4.5 SEE PLAN C4X4.5 SEE PLAN L5X3X38/L5X3X38/ SEE PLAN DETAIL D 4 4 318/ 318/ 516/ 60° PP 14/ 14/ 14/ 14/ L6X4X38/ L6X4X38/ C4X4.5 SEE PLANC4X4.5 SEE PLAN JOIST TOP CHORD (BY OTHERS) DETAIL E
  • 24. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/11/13 ROYAL NORTH CENTER E14 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU A ISSUED FOR APPROVAL 25/11/13 BW REV DESCRIPTION DATE BY A A A - A B - B C - C 5'-6 M6 ACCESS LADDER FRAME F8 1'-6 +/- FIELD LOCATE 9@1'-06 9'-6 ELEVATOR PIT ACCESS LADDER CC BB LAG SCREW W/1/2 DIA SCREWS INTO WOOD BLOCKING (BY OTHERS) 12/ X312/ WEDGE BOLT (4 REQ'D IN CONC) 812/ JANITOR ROOM @ LINE 3 (LOOKING SOUTH) FIN 2ND FLOOR ROOF HATCH ACCESS LADDER BB M7 ACCESS LADDER T.O. LADDER T.O. RUNG +128'-812/ +127'-112/ 16"_OWSJ +128'-0 +114'-0 1'-212/4'-04'-02'-32'-6 1'-5 (EST.T.O.PARAPET) 6516/CLEAR 2'-91316/ +/- (EST.) 5'-3 8'-5 14@1'-0 1'-712/10@1'-0 1'-112/ ONE CAGED LADDER @ GRID G/2 ONE CAGED LADDER @ GRID B/2 SLOPED ROOF INSULATION M3 CAGED LADDER ROD34/ T.O. RUNG +130'-0 514/ 2'-0 514/ 1'-0 1'-412/ 2'-03'-13'-12'-01112/ 1'-0 1'-0 10 10 712/10'-64'-0 SIM. (LOOKING EAST) AS SHOWN (LOOKING WEST) U/SIDE DECK T.O. PARAPET +118'-412/ +133'-6 +119'-0 +129'-6 M4 L8X4X12/ 2 1'-114/ 2'-714/ 1'-1112/ 42'-012/ 612/1'-01'-0 714/ 9 714/ 6 3 10'-6638/ 8'-612/5'-1112/ M5 L8X4X12/ FIELD NOTE: M9 & M10 FOR LADDER @ LINE G ADD CONN'S TO STUD WALL/PARAPET AS REQ'D (BY OTHERS) Z BAR CONNECTORS BY OTHERS 14/ 3 SIDES CHK`D PL38/ "X22 14/ 612/ 2'-012/ 134/134/ 1'-9 BENT PL38/ X4 LAG SCREW W/1/2 DIA SCREWS INTO WOOD BLOCKING (BY OTHERS) (LADDER LOCATION) 612/ 1'-6 M6
  • 25. CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 18/10/13 ROYAL NORTH CENTER E2 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. 0 ISSUED FOR CONSTRUCTION 25/11/13 A ISSUED FOR APPROVAL 31/10/13 REV DESCRIPTION DATE BY 1 2 3 4 6 DCB 5 GFE SECT. A / E2 SECT. B / E2 DETAIL A SECT. C / E2 DETAIL B B1 - B1 SECT. C / E2 TYP SHEAR PL CONN ORIENTATION TYP BEAM TO COL CONNTYPICAL DECK ANGLE SPLKICE DETAILS CUST REF DWG: S4 R0 7 2'-78'-024'-824'-84'-1 7 7 A C 2 H SS5X5X3 16 / C 6 H SS5X5X3 16 / C 33 H SS6X6X1 4/ C 32 H SS5X5X3 16 / H SS5X5X3 8/ (F13 ) F13 C O L BEN T H SS5X5X3 8/ NOTES: 1) TOP OF STEEL ELEV= 113'-8 U/ NOTED (-338/ ) FOR JOIST SHOE DEPTH 2) ALL BOLTS 34/ A325 U/NOTED 3) SEE JOIST DWG'S FOR JOIST DETAILS 2ND FLOOR PLAN 3'-10 LOOSE DECK L LIN LENGTH= 45'-6 12/ LOOSE DECK L LIN LENGTH= 18'-10 15'-214'-3 10'-134/5'-014/ 19'-6 8'-010'-0 4'-9 25'-3 24'-8 3'-212/ 3'-212/ 3'-6116/ 23'-0 R1004 PIPE1-14/ STD SS1000 C10X15.3 A A C 13 H SS6X6X1 4/ C 11 H SS5X5X3 8/ C 10 H SS5X5X3 16 / 18"_OWSJ F8 H SS5X5X3 16 / H SS5X5X3 8/ (F7 ) 18"_OWSJ B98 W8X18 18"_OWSJ 18"_OWSJ 3'-10 25'-3 7'-0 24'-8 7'-08'-010'-0 718'-0 C 3 H SS6X6X1 4/ C 4 H SS6X6X1 4/ B13W8X18 B37 W16X26 B33 W18X40 (-338/ ) 14"_OWSJ 14"_OWSJ 3'-10 3'-10 A C 5 H SS6X6X1 4/ B17W8X18 B33 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 7 B TJ TJ TJ C 8 H SS6X6X1 4/ C 7 H SS5X5X3 16 / M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 14"_OWSJ 14"_OWSJ 14"_OWSJ 14"_OWSJ 14"_OWSJ B50 W16X26 B33 W18X40 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 14"_OWSJ 14"_OWSJ 14"_OWSJ 14"_OWSJ 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 TJ TJ C 9 H SS6X6X1 4/ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B33 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ LOOSE DECK L LIN LENGTH= 20'-9 21'-2 23'-0 H SS5X5X3 8/ (F4 ) F5 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F5 ) B21W8X18 B29 W16X26 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ W14X22 (-338/ ) M1 DECK L4X4X14/F4 C O L BEN T H SS5X5X3 8/ B46 W16X26 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 5'-6 7 B9 HSS7X5X38/ TOS EL= 111'-812/ SEE DWG E6 1'-10 3'-5 DET. A B LOOSE DECK L LIN LENGTH= 14'-4 4'-0 4'-0 3'-11 14'-7 M7 LADDER SEE DWG E14 M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT C 16 H AN G ER H SS3X3X3 8/ C 19 H SS5X5X3 8/ B87 W16X26 B116 W16X26B102 W8X18 SEE DWG E13 FPR STAIRS & HANDRAIL A B58W8X18 A B TJ C 12 H SS6X6X3 8/ B62W16X26 C 18 H AN G ER H SS3X3X3 8/ B92 W18X40 (-338/ ) 2'-812/ 2'-812/ 4'-0 4'-0 5'-5 A C 20 H SS5X5X3 8/ C TJ C 21 H SS6X6X3 8/ B119 W18X40 (-338/ ) B97W8X18 B104W8X10 B105W16X26 B111W8X10 B111W8X10 4'-0 3'-4 15'-6 ELEVATOR FRAME F8 SEE DWG E10 TJ TJ C 22 H SS6X6X1 4/ 18"_OWSJ 18"_OWSJ B83 W8X10 B120 W18X40 (-338/ ) B94 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ W8X18 W8X18 W8X18 W8X18 B84W8X10 B71W8X10 B79 W8X18 B96W12X19 B96W12X19 4'-0 4'-0 4'-0 3'-5 4'-0 4'-0 4'-0 3'-4 4'-0 4'-0 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 72'-0 A CTJ B111W8X10 C 27 H SS6X6X1 4/ C 31 H SS5X5X3 16 / C 26 H SS5X5X3 16 / C 25 H SS5X5X3 16 / B132 W16X26 B135 W18X40 (-338/ ) B126W8X10 B111W8X10 B129W8X10 B124 W8X18 B129W8X10 B129W8X10 B129W8X10 B129W8X10 B58W8X18 B21W8X18 4'-0 4'-0 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 TJ TJ 18"_OWSJ C 28 H SS6X6X1 4/ B33 W18X40 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ B21W8X18 LOOSE DECK L LIN LENGTH= 18'-2 20'-0 20'-0 B56 W8X18 B90W16X26 B107W16X26 B122 W16X26 (-338/ ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT 18"_OWSJ 18"_OWSJ B76 W8X18 W14X22 W14X22 C 30 H SS5X5X3 8/ C 29 H SS5X5X3 16 / F11 C O L BEN T H SS5X5X3 8/ H SS5X5X3 8/ (F11 ) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUITB177 W16X26 (-338/ ) 18"_OWSJ 18"_OWSJ 18"_OWSJ 18"_OWSJ W14X22 (-338/ ) 18"_OWSJ W14X22 11'-10 10'-1 1'-11 9'-11 20'-0 C AA B99 HSS5X5X14/ F7 H SS5X5X3 8/ F9 H SS5X5X3 8/ H SS5X5X3 8/ (F9 )C 24 H SS5X5X3 16 / B65 W8X18 C 15 H AN G ER H SS3X3X3 8/ 1'-24'-2 LOOSE DECK L LIN LENGTH= 20'-9 1'-10 3'-8 21'-2 2'-0 21'-0 77 23'-0 B DET. B 3'-6 B151 HSS7X5X38/ 3 SEE PLAN FOR SIZE & MARK DECK L4X4X14/ SHOP WELDED TO BEAM 3 338/ SEE PLAN FOR SIZE & MARK OWSJ (BY OTHERS) M2 LOOSE DECK L4X4X14/ SEE PLAN FOR LIN LENGTH REQ'D FIELD CUT FROM STOCK LENGTHS AS REQ'D 3 M2 LOOSE DECK L4X4X14/ F5 W14X22 WT4X9 HSS BRACE M1 DECK L4X4X14/ CUT TO FIT AROUND HSS BRACE 338/ 10 SEE PLAN FOR SIZE & MARK OWSJ (BY OTHERS) M2 LOOSE DECK L4X4X14/ SEE PLAN FOR LIN LENGTH REQ'D FIELD CUT FROM STOCK LENGTHS AS REQ'D 7 212/ 212/ C 29 W14X22 ( F11 ) B1 B1 3 7 3 514/ C29 W14X22 ( F11 ) 338/ 14/ OWSJ (BY OTHERS) SEE PLAN FOR SIZE & MARK SEE PLAN FOR SIZE & MARK SHEAR PL ON EAST & SOUTH BEAM WEB FACE (TYP U/ NOTED) 212/ 5@3-34/A325NW18 4@3-34/A325NW16 3@3-34/A325NW12W14 2@3-34/A325NW8 14/ 14/ PL38/ "X4 14/JOISTDEPTH 112/ 3 38/ 2 116/ 338/ @ ROOF LEVELS 2 x BOLT 34/ "DIA A325 214/ 4" GA 2 x BOLT 34/ "DIA A325 214/ 4" GA TIE JOIST TYP DETAILTJ L4X4X14/ OWSJ (BY OTHERS) SEE PLAN FOR SIZE & MARK PL14/ "X6 L6X4X12/ X 7 L6X4X12/ X 7 338/ 116/ 14/JOISTDEPTH 38/ 2 @ INTERMEDIATE LEVELS TIE JOIST TYP DETAILTJ SEE PLAN FOR SIZE & MARK 2 x BOLT 34/ "DIA A325 214/ 4" GA 2 x BOLT 34/ "DIA A325 214/ 4" GA PL14/ "X6 L6X4X12/ X 7 L6X4X12/ X 7 OWSJ (BY OTHERS) DECK SUPPORT L3X3X38/ ON OPEN FACE OF COLUMN AS REQ'D (TYP) M2 LOOSE DECK L4X4X14/ FIELD CUT & WELD TO SUIT ALYERNATE SPLICE PREFERRED SPLICE CTR'D ON SUPPORT
  • 26. QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT8 1 3/4" 3/4"Ø A325N BOLT10 2" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - BEAM - B46 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 21/10/13 ROYAL NORTH CENTER B46 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# B46 1 B46 1 W16X26 18'-8" 489 350W 0BEAM Z63 TOTAL WEIGHT THIS DRAWING 489 GRID LOC T.O.S. ELEVATIONREF DWGQTY C-D/1 113'-4"5/8E21 3333 3333 (-312/ ) W16X26 x 18'-8 (-312/ ) 112/ 112/ 0 18'-5 18'-612/ AA B46 112/ 1'-612/ 1'-612/ 0 4 1'-1012/ 3'-6 5'-412/ 4 5'-812/ 3'-6 9'-212/ 4 9'-612/ 3'-6 13'-012/ 4 13'-412/ 3'-6 16'-1012/ 4 17'-212/ 1'-512/ 18'-8 B46 A - A
  • 27. QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT6 1 3/4" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - BEAM - B66 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 22/10/13 ROYAL NORTH CENTER B66 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# B66 1 B66 1 W14X22 18'-10 5/8" 419 350W 0BEAM Z92 L431 2 L4X3X3/8 5 1/2" 8 300W P48 2 PL3/8"X2 1/4" 1'-1 1/16" 6 350W TOTAL WEIGHT THIS DRAWING 433 GRID LOC T.O.S. ELEVATIONREF DWGQTY D/2-1> 127'-1"1/2E41 333 1 2 W14X22 x 18'-10 58/ 114/ 2 112/ 112/ 0 18'-758/ 18'-918/ 333 L431 14/ 3 SIDES L431 P48 P48 B66 B B A A 8'-918/ 8'-918/ 0 712/ 9'-458/ 4'-8 4'-8 0 4'-41116/ 9'-01116/ 112/112/ L431 L431 P48 P48 B66 258/ 258/ 3212/ 212/ 3212/ L431 L431 B66 A - A 14/ 14/ 3 SIDES P48 P48 B66 B - B
  • 28. SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN TOP & BOTTOM OF COLUMNS QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT4 2 1/4" GRID LOC REF DWGQTY B/5 E21 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - COLUMN - C3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 23/10/13 ROYAL NORTH CENTER C3 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# C3 1 C3 1 HSS6X6X1/4 27'-11 9/16" 499 CS 1E 350W 0COLUMN Z31 L8 2 L6X4X1/2 7" 19 300W L10 8 L4X4X1/4 4" 18 300W L30 2 L3X3X3/8 6" 7 300W P3 1 PL3/4"X11" 11" 26 350W P31 1 PL3/8"X4" 1'-0" 5 350W P44 3 PL3/8"X4" 9" 11 350W P49 3 PL3/8"X4" 6" 8 350W P59 1 PL3/16"X5 1/2" 5 1/2" 2 350W TOTAL WEIGHT THIS DRAWING 594 34/ 18'-534/ 18'-534/ 0 19'-234/ 19'-234/ 0 14'-034/ 14'-034/ 0 EL.+99'-1 P3 L10 L10L8 L8 C3 North L10 L10 L10 L10 L10 L10 B B D D E E F F E E 2 316/ 18/ 14/512/ 234/ 214/ 22 214/ 212/ 18/ 33 212/ 212/ 28'-012/ (HSS6X6X14/ x 27'-11916/ ) 3 18'-834/ 3 18'-1134/ 6 19'-834/ 7116/ 20'-31316/ 2'-61516/ 22'-1034/ 7116/ 23'-51316/ 3 14'-334/ 3'-1058/ 18'-238/ 3 18'-538/ 3 18'-838/ 8'-978/ 27'-614/ 3 27'-914/ 512/ CUT SQ A A SEAL 14/ 3 SIDES 14/ 14/ 14/ 14/ 14/ L30 L30 P49 P31 P44 P44 P49 P49 P59 P44 2 17'-10716/ 17'-10716/ 0 14'-614/ 14'-614/ 0 13'-278/ 13'-278/ 0 P44 P49 P49 P59 P44 L10 L10 L8L8 C3 L10 L10 L10 L10 L10 L10 1'-01516/ 18'-1138/ 2 18/ 212/ 212/ 18/ 18/ 22 512/ 14/512/ 212/ 214/ 214/ 212/ 212/ 5'-212/ 19'-834/ 7116/ 20'-31316/ 2'-61516/ 22'-1034/ 7116/ 23'-51316/ 3@3 13'-1178/ 4'-938/ 18'-914/ 3 19'-014/ 7'-1118/ 26'-1138/ 3 27'-238/ 3 27'-538/ 14/ 14/ BUILD UP AS REQ'D 14/ 14/ 14/ 14/316/ 3 SIDES 14/ 14/ 14/ 14/ 14/ 14/ L30 L30 P3 P49 P31 P44 22 214/ 214/ 2 2 514/ 514/ C3 North L10 L10 E - E 18/ 18/ P59 P44 P49 C3 North F - F 2 22 18/ 18/ 18/ P44 P49 P44 L8 C3 North D - D 18/ 18/ P49 P31 C3 North B - B 4 4 44 4 x 1516/ "Ø C3 P3 A - A
  • 29. SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN TOP & BOTTOM OF COLUMNS QTY. SITE BOLTS LENGTH 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - COLUMN - C19 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 24/10/13 ROYAL NORTH CENTER C19 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# C19 1 C19 1 HSS5X5X3/8 26'-11 5/16" 567 CS 1E 350W 0COLUMN Z250 L17 1 L4X3X3/8 1'-11 3/4" 17 CUT 3" LEG 300W L18 1 L4X3X3/8 1'-11 3/4" 17 CUT 3" LEG 300W L27 1 L4X3X3/8 2'-10 3/4" 25 CUT 3" LEG 300W L28 1 L4X3X3/8 2'-10 3/4" 25 CUT 3" LEG 300W P49 3 PL3/8"X4" 6" 8 350W P58 1 PL3/16"X4 1/2" 4 1/2" 1 350W P76 1 PL1/2"X9 1/2" 1'-2 1/4" 15 350W P105 1 PL1"X6" 1'-6 3/4" 32 350W TOTAL WEIGHT THIS DRAWING 705 GRID LOC REF DWGQTY D-E/4 E21 1 516/516/ 516/516/ 412/14/ 27'-012/ (HSS5X5X38/ x 26'-11516/ ) 13'-012/ 13'-012/ 0 3 13'-312/ 5 CUT SQ 516/ EL.+100'-1 SEAL A A P49 P58P49P49 P105 P76 L28 L27 L18 L17 C19 North C C B B 316/ 212/ 912/ 912/ 0 55 212/ 412/ 18/ 212/ 12 1038/ 3 13'-012/ 13'-012/ 0 3 13'-312/ 13'-212/ 26'-6 3 26'-9 14/ 3 SIDES 14/ 14/ 14/ 3 SIDES 516/ 516/ 14/ 14/ P49 P58 P49 P49 P105 P76 L28 L27 L18 L17 C19 11516/538/ 214/ 111316/ 10'-6316/ 11'-6 3 11'-9 3 12'-0 6 12'-6 3@3 13'-3 5 13'-8 3 13'-11 3 14'-2 10'-912/ 24'-1112/ 3 25'-212/ 3 25'-512/ 6 25'-1112/ 3@3 26'-812/ 3 1 12/ 212/ 14/412/ 4316/ 18/ 18/ 112/58/112/ P49 P49 L28 L27 C19 North B - B 112/58/112/ 18/ P58 P49 L18 L17 C19 North C - C 734/ 412/ 412/ 2 33 2 x 1 916/ "Ø C19 North P76 P105 A - A
  • 30. QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY B/1> E21 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - FRAME - F4 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 27/10/13 ROYAL NORTH CENTER F4 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F4 1 F4 1 HSS5X5X3/8 18'-2" 382 CS1E 350W 0FRAME Z226 L10 12 L4X4X1/4 4" 26 300W L118 1 W14X22 5'-8" 126 350W Z19 L130 1 W14X22 5'-8" 126 350W Z19 L247 1 HSS4X4X1/4 6'-2 3/8" 71 350W Z41 L261 1 HSS4X4X1/4 7'-9 11/16" 90 350W Z40 L262 1 HSS4X4X1/4 8'-4 7/16" 96 350W Z122 L274 1 HSS4X4X1/4 5'-8" 65 350W Z39 L323 1 L4X4X1/4 6'-0 3/4" 40 300W Z178 L420 1 L3X3X3/8 5" 3 300W L427 1 HSS4X4X3/16 10 5/16" 8 350W Z230 L487 1 HSS5X5X3/8 26'-11" 566 CS1E 350W Z231 L503 2 HSS4X4X3/16 5'-7 5/16" 99 350W Z11 P18 1 PL1"X6" 1'-1" 22 350W P19 1 PL1"X7 1/2" 1'-1" 28 350W P31 2 PL3/8"X4" 1'-0" 10 350W P44 4 PL3/8"X4" 9" 15 350W P48 2 PL3/8"X2 1/4" 1'-1 1/16" 6 350W P49 1 PL3/8"X4" 6" 3 350W P52 1 PL3/8"X3" 10" 3 350W P55 3 PL3/16"X3 5/8" 3 5/8" 2 350W P121 1 PL1/4"X4" 5 3/4" 2 350W P148 1 PL1/2"X5 3/4" 5 3/4" 5 350W P154 1 PL1/2"X6" 6" 5 350W TOTAL WEIGHT THIS DRAWING 1797 B - B C - C A - A E - E D - D SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN ENDS OF HSS AS REQ'D 18'-312/ (HSS5X5X38/ x 18'-2") 23'-11 1 12/ 5'-7516/ 316/ 10'-1112/ 10'-1112/ 0 7116/ 11'-6916/ 5'-101516/ 17'-512/ 3 17'-812/ 3 17'-1112/ 434/ 5 212/ 214/ SHOP NOTE: GRIND SMOOTH NS & FS EDGES & AROUND HOLES P154 P121 L503 14/ 14/ L118 L323 L10 L130 L261 L10 L247F4 East L262 L274 P18 P44 316/358/ 23'-712/RD 4 33 5'-712/ 18'-2 1 4 4 0 8'-4 7 16 / 3 7 8/ 13'-012/ 13'-012/ 0 6'-10 6 658/ 658/ 0 6'-1 6'-1012/ A A 14/ 60° PP EL.+100'-1 L420 L10 L247 L10 P48 L10 L10 L10 L261 L130 P49 P44 P18 L274 P19 L262 L487 P44 L10 P52 27'-012/ 27'-11 26'-11 3'-81516/ 26'-212/ P44L10 L10 L10 L10 38/ (14/ ) 44° PP 38/ (14/ ) 44° PP 38/ (14/ ) 46° PP 14/ BS (TYP) 516/ 516/ 316/ 3 SIDES 14/ BS (316/ ) PP, BS 14/ TYP 12/ (14/ ) 38° PP 38/ (14/ ) 46° PP 14/ 14/ 14/ BS, B/E 14/ BS C C B B E E CUT SQ CUT SQ L10 L10 358/ 3 614/ 23'-712/RD 6'-112/ 18/ 6'-034/ 5'-712/ 6'-4 6'-8 6'-318/ 12'-1118/ 4'-812/ 17'-758/ 678/ 18'-212/ 4316/ 4 78/ 6'-2 38/ 3 5 8/ 7'-9 11 16 / 2 1 2/ 6'-10 4'-812/ 6'-138/ 6'-8 5'-814/ 12'-414/ 1'-134/ 13'-6 3'-634/ 17'-034/ SHOP NOTE: GRIND SMOOTH NS & FS EDGES & AROUND HOLES P154 P55 P55 P121 L503 L503 14/ BS 14/ 60° PP (316/ ) PP, BS 14/ 14/ 14/ 45° PP SEAL 14/ 14/ 3 SIDES D D 14/ 14/ 14/ 14/ 14/ 14/ TYP 12/ (14/ ) 44° PP 38/ (14/ ) 46° PP 14/ 60° PP 14/ 60° PP B/E F4 P48 P31 P31 P44 L118 L32322 111116/12 1 9 16 / 2 1 2/ 7 16 / 1 1 2/ 1112/ 12 34/ 5'-5 2516/ 14/ 5'-7516/ 316/ 316/358/316/ 3 38/9516/ 114/ 12/ 1 638/ 212/ 5'-11'-0 12/ 22 17'-818/ 3@3 18/ 214/ 212/ 212/ 638/ 18/ 12 9516/ 4 78/ 3 13'-312/ 3'-758/ 16'-1118/ 638/ 18'-212/ 6 18'-812/ 7116/ 19'-3916/ 2'-61516/ 21'-1012/ 7116/ 22'-5916/ 358/316/ 1012/ 10516/ 316/ 12/ 278/278/ 3 26'-812/ 3 26'-512/ 18/ 212/ P55L427 P148 134/ 134/ 412/ 412/ 5'-812/412/412/ 6'-1 2 x 1 916/ "Ø 4 x 1 916/ "Ø F4 East P19 L487 P18 5'-8 18/ 18/ P31 L118 P49 L261 L247 L487 F4 East 10'-1112/ 10'-1112/ 0 17'-512/ 17'-512/ 0 P19 L10 L10 L10 L10L10 L10 1'-41516/ 18'-212/ 12/ 1012/ 3 17'-812/ 3 17'-1112/ 3 18'-212/ 3 212/ 214/ 214/ 212/ 18/ 22 316/ 212/ 214/ SHOP NOTE: GRIND SMOOTH NS & FS EDGES & AROUND HOLES SEAL 14/ 14/ L427 P148 L420 P52 P31 P49 P31 P44 L247 L262 L261 L274 L118 L130 L487 P44 P44 L10 L10 L10 L10 7116/ 11'-6916/ 8116/ 12'-258/ 3@3 12'-1158/ 3'-278/ 16'-212/ 7116/ 16'-9916/ 3 3 3'-8 21'-1012/ 7116/ 22'-5916/ 3'-81516/ 26'-212/ 6 26'-812/ 3 26'-1112/ 8 27'-712/ 212/ 358/316/ 278/278/ 10516/ 316/ 278/ 278/ 212/278/ 18/ 18/ L427 P148 P44 P44 6'-034/ 614/ 534/ 212/ 212/ 18/ 18/ 18/ 316/ 316/ 14/ P154 P121 L503 L503 P48 14/ 45° GTSM 316/ 3"@12 316/ 3"@12 P44 F4 East L420 P48 P31 P44 L323 14/ 14/ 12/ 4'-612/66 312/ 55 5'-8 4'-1012/912/
  • 31. QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY D/2-1 E21 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - FRAME - F8 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 30/10/13 ROYAL NORTH CENTER F8 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F8 1 F8 1 HSS5X5X3/16 26'-11 9/16" 301 CS1E 350W 0FRAME Z243 L39 1 L4X4X3/8 4 1/2" 4 CUT ONE LEG 300W L44 1 HSS5X5X3/16 26'-11 9/16" 301 CS1E 350W Z242 L45 1 HSS5X5X3/16 26'-10 5/8" 300 CS1E 350W Z108 L81 1 W8X18 6'-0" 109 350W Z98 L95 1 W8X18 8'-7" 156 350W Z86 L165 1 W8X18 6'-0 1/16" 109 350W Z101 L166 1 W8X18 6'-0 1/8" 109 350W Z101 L167 1 W8X10 8'-11 3/4" 91 350W Z89 L182 3 W8X18 8'-7" 467 350W Z86 L217 1 HSS5X5X3/8 9'-1 1/4" 191 350W Z114 L218 1 HSS5X5X3/8 8'-1 3/4" 171 350W Z109 L219 1 HSS5X5X3/8 8'-3 5/16" 174 350W Z113 L221 4 HSS5X5X3/8 8'-7" 722 350W Z84 L222 2 HSS5X5X3/8 8'-7 1/2" 363 350W Z110 L223 1 HSS5X5X3/8 8'-2 1/8" 172 350W Z109 L224 1 HSS5X5X3/8 10'-6 13/16" 222 350W Z87 L225 1 HSS5X5X3/8 10'-7 1/16" 223 350W Z88 L226 1 HSS5X5X3/8 10'-6 3/16" 221 350W Z85 L227 1 HSS5X5X3/8 9'-2 3/4" 194 350W Z112 L228 1 HSS5X5X3/8 9'-6 1/2" 201 350W Z111 L229 1 HSS5X5X3/8 10'-6 1/8" 221 350W Z83 L235 4 HSS5X5X3/8 6'-0" 505 350W Z96 L236 2 HSS5X5X3/8 8'-6 3/16" 358 350W Z95 L237 1 HSS5X5X3/8 8'-7 9/16" 181 350W Z102 L238 2 HSS5X5X3/8 8'-7 3/16" 362 350W Z99 L239 2 HSS5X5X3/8 8'-6 7/16" 359 350W Z97 L240 1 HSS5X5X3/8 8'-6 15/16" 180 350W Z100 L430 1 W8X18 6'-0" 109 350W Z98 L431 1 L4X3X3/8 5 1/2" 4 300W L480 1 HSS5X5X3/16 26'-10 15/16 300 CS1E 350W Z115 P44 2 PL3/8"X4" 9" 8 350W P49 6 PL3/8"X4" 6" 15 350W P57 4 PL3/16"X4 5/8" 4 5/8" 5 350W P107 3 PL3/4"X8 1/2" 8 1/2" 42 350W P108 1 PL3/4"X8 1/2" 11" 17 350W P110 1 PL3/8"X6" 9 1/4" 6 350W Z22 TOTAL WEIGHT THIS DRAWING 7473 212/8'-7212/ 414/ 34/ 34/ 9'-0 33 16 / AA 60° PP EL.+100'-1 F8 North P44 P49 L182 L225 (10'-71 16 / ) L221 L224 (10'-613 16 / ) L221 L229 (10'-61 8/) 26'-11916/ 316/ HSS5X5X316/ x 26'-11916/ 212/ 27'-012/ 212/ 3 26'-614/ 3 13'-034/RD 3 26'-234/ TYP WELD W8 TO HSS TYP WELDS HSS TO HSS A A TYP WELD HSS TO W8 TYP WELD HSS TO HSS 14/ 14/ L165EL.+113'-8 L166 TYP 4 COL'S CUT SQ P57 P57 14/ 14/ 14/ 14/ TYP 14/ 14/ B/E 14/ B/E 14/ 14/ TYP 38/ (14/ ) 54° PP B/E 12/ (14/ ) 36° PP B/E 38/ (14/ ) 55° PP B/E 12/ (14/ ) 35° PP B/E 14/ TYP 38/ (14/ ) 45° PP, BS (TYP) (38/ ) BS (TYP) (14/ ) BS (TYP) 12/ (14/ ) 35° PP B/E 38/ (14/ ) 55° PP B/E (14/ ) BS (TYP) 12/ (14/ ) 35° PP 38/ (14/ ) 55° PP B/E EL.+127'-112/ FRONT VIEW (WEST SIDE) E E D D P49 P49 L44 L182 L226 (10'-63 16 / ) 1 13 16 / 9 16 / 6'-61116/ 13'-2316/ 4116/ 19'-101116/ 13'-614/ 12 9 12 8916/ 12 81316/ 12 814/ 212/ 6 1 2/ 11 2/ 4 212/ 13 16 / 9 16 / 45 16 / 13 8/ 23 8/ 25 16 / 513 16 / 1 2/ 41 8/ 17 16 / 5 8/ 49 16 / 15 16 / 13'-034/ 33 26'-71316/ 316/ 8'-7 10'-1 1 7 8/ 513 16 / 1 2/ 212/6'-0212/ 414/ 61116/ 6'-11 6'-5 60° PP L236 (8'-6 316/ ) L239 ( 8'-6 7 16 / ) L238 ( 8'-7 3 16 / ) L237 ( 8'-7 9 16 / ) TOP VIEW (NORTH SIDE) B B 11 16 / 26'-1178/ 18/ 3 7 16 / 1 16 / 2 11 16 / 2 5 16 / 3 3 8/ 1 9 16 / 1 16 / 11 16 / 3 7 16 / 1 1 2/ 2 3 8/ 2 5 8/ 1 16/ 2 58/ 2 38/ 4 12/ 1138/ 12 1112/ 12 1158/ 12 12 1158/ 27'-012/ L221L221 G G 14/ 3 SIDES SEE FRONT VIEW FOR TYP WELDS NOT SHOWN 38/ (14/ ) 46° PP B/E 12/ (14/ ) 44° PP B/E 38/ (14/ ) 46° PP B/E 12/ (14/ ) 44° PP B/E 38/ (14/ ) 46° PP B/E 12/ (14/ ) 44° PP B/E 12/ (14/ ) 44° PP 38/ (14/ ) 46° PP B/E P57 L182 P44 L182 P44 L167 P57 L431 L480 L165 L81 L235 L235 F8 1 16 / 3 3'-0116/ 212/ 13'-614/ 6'-61116/RD 13'-2316/ 4116/ 19'-101116/ 18/ 18/ 2 5 16 / 2 3 4/ 1 116/ 3'-03'-0116/ 58/ 6'-0116/ 26'-71316/ 18/ 18/ 12 1 1 2/ 112/112/8'-9112/112/ 434/ 6'-2 6'-2 3'-4 9'-0 48'-44 5'-9 6'-5 4 5'-9 4 2 x 1516/ "Ø 2 x 1516/ "Ø 2 x 1516/ "Ø 2 x 1516/ "Ø 2 x 916/ "Ø L44 L45 L480 L218 L223 P107 P107 P107 P108L39 P110 F8 North A - A 112/ 112/ 4 112/ 112/ 112/ 112/ 5'-8 4 112/ 112/ 112/ 112/ 6'-0 8'-7 9'-0 6'-5 2'-111516/ L95 L182 L480 L45L44 P49 P49L431 P49 P49 D - D 116/ SHOP NOTE: INSIDE W8 CORNERS CLIPPED (TYP) L430 212/ 212/ 18/ 212/ 3'-0116/ F8 North L81 116/ 116/ 9'-0 1116/1116/ 916/ 1316/ 278/ 278/ 278/ 278/ 8'-1134/ 18/316/ 316/ 316/ 316/ L167 L166 L165 G - G 212/ 6'-0 212/ 116/ 18/ 18/ 3'-212/ 3'-212/ L182 P57 P57 P57 P49 P49 L45 L44 L167 L166 L165 L182 L480 F8 North P57 E - E 116/ 38/ 38/ 38/ 38/ F8 L81 L182 6'-5 P107 P108 A - A (SOUTH SIDE) 1 116/ 27'-012/ 26'-11916/ 78/ L221 L225 L95 L182 L224L221 L226 L221 L227 L221 L228 L222L218 L229 L430 L39 12/ (14/ ) 44° PP B/E 12/ (14/ ) 44° PP B/E P57 P49 P49 L167 L166 L182 L182 SEE TOP VIEW FOR TYP DIMENSIONS & WELDING NOT SHOWN L238 ( 8'-7 3 16/ ) L240 ( 8'-6 15 16/ ) L239 ( 8'-6 7 16/ ) L236 (8'-63 16 / ) L235(6'-0) L235(6'-0) L44 L45 116/ 2 5 16/ 2 11 16/ 61116/ 414/ 6'-61116/RD 13'-2316/ 4116/ 19'-101116/ 3'-03'-018/ 6'-018/ 18/ 3 3 8/ 1 1 2/ 26'-678/ 18/ 12 5 L218 3"@12 L45 F - F 8'-414/ 8'-414/ 0 55'-33'-4 34/ 38/ 312/ 34/ 34/ 9'-0 14/ 14/ 38/ P107 B - B (EAST SIDE) 97 8/ 12 51116/ 6716/ 4'-61516/ 26'-11316/ 212/ 212/ 26'-1058/ 316/ 26'-101516/ 26'-11916/ 516/ 26'-1178/ 38/ 60° PP 14/ 14/ B/E 14/ B/E14/ TYP 14/ 316/ P57 P57 P110 P49 P49 P44 P49 P108 L45 L480 L165 L166 L95 L81 L430 L221 L222L218 L223 L238 L239 L240 F F F F SEE FRONT VIEW FOR TYP WELDS NOT SHOWN L227(9'-23 4/) L228 (9'-61 2/) L222 L217 ( 9'-1 1 4/ ) L219 ( 8'-3 5 16/ ) 3 8/ 11 12 6716/ 438/ 12 518/ 1 815 16 / 69 16 / 13 16 / 13 8/ 1 2/ 91 4/ 111 8/ 5'-2 13'-614/ 8'-10 22'-414/ 13'-2316/ 4116/ 8'-712/ 8'-134/ 8'-218/ 5 12 1014/ 55'-33'-4 13'-034/ 3 13'-034/RD 3 212/ 212/ 414/ 4 L221 L39 14/ 14/ 38/ 45° PP, BS 38/ 60° PP (14/ ) BS (TYP) 14/ 14/ 12/ (14/ ) 25° PP B/E 14/ 34/ (14/ ) 20° PP B/E 14/ B/E 14/ B/E 12/ (14/ ) 28° PP B/E 14/ 14/ (14/ ) BS (TYP) 14/ BS 58/ (14/ ) 23° PP B/E 14/ 14/ TYP 13 16/ 713 16 / 5 8/ 112/ 1516/ 91 2/ 9 16/ 26'-7316/ 33 26'-5516/ 3 26'-218/ 5 5 8'-7 116/ 12 316/ 14/ 14/ L182
  • 32. SHOP NOTE: PROVIDE 38/ DIA VENT HOLES IN HSS ENDS AS REQ'D QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT7 6" GRID LOC REF DWGQTY <A-C/1> E81 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - FRAME - F17 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 28/10/13 ROYAL NORTH CENTER F17 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# F17 1 F17 1 HSS4X4X3/16 31'-1 5/8" 273 MITRE 2E 350W 0FRAME Z23 L434 1 HSS4X4X3/16 9'-5 5/8" 83 MITRE 2E 350W Z1 L435 1 HSS4X4X3/16 8'-2 5/8" 72 MITRE 2E 350W Z42 L439 1 HSS4X4X3/16 5'-0 13/16" 44 MITRE 1E 350W Z42 L442 1 HSS4X4X3/16 6'-3 13/16" 55 MITRE 1E 350W Z1 L447 1 HSS4X4X3/16 2'-9" 24 350W Z2 L448 5 HSS4X4X3/16 2'-6" 110 350W Z20 L458 1 HSS4X4X3/16 30'-6" 268 350W Z23 L459 1 HSS4X4X3/16 3'-4 5/8" 30 MITRE 2E 350W Z2 L460 1 HSS4X4X3/16 5'-4 5/8" 47 MITRE 2E 350W Z43 L509 9 L4X4X3/8 3" 22 300W P143 4 PL3/8"X3" 6 1/4" 8 350W Z174 P144 2 PL3/8"X3" 10" 6 350W Z174 P157 1 PL3/8"X3" 7 1/2" 2 350W Z174 P158 4 PL3/8"X4" 7 1/2" 13 350W Z174 TOTAL WEIGHT THIS DRAWING 1059 1'-38'-3 L447 L509 L509 L509 L442 L460 L435 P157 L509 L509 L509 L509 F17 North L509 L448 L448 L458 L509 B B A A 21'-45'-02'-102 22'-8 5'-3 2 3'-1 5'-8 5'-8 5'-8 5'-8 5'-1 316/ 316/ 9'-6 12 12 D D 14/ P158 P143 P143 P143 P143 P144P144 P158 P158 P158 14/ (18/ ) PP, BS (TYP) 14/ TYP 14/ TYP 316/ PP, BS (TYP) 316/ TYP C C L439 L448 L448 L448 L434 L459 112/434/ 31'-2 2'-6 112/434/ 55 2'-9 22434/ 112/ 112/434/ 55 112/112/ 25'-12'-102 3'-3RD 8'-11 14'-7 20'-3 25'-11 31'-0 3'-5 22'-4 5'-5 3'-3 L448 L448 L458 L509 L509 L509 L509 L509 L509 L509 L442 L435L439L448L448 L448 L434 C - C 612/ 212/ 3'-3RD 8'-11 14'-7 20'-3 25'-11 31'-2 4 30'-6 4 1 X (1316/ "x1 116/ ") SLOTS 1 X (1316/ "x1 116/ ") SLOTS 14/ 3 SIDES P158 P143P143P143 P144P144 P158 P158 12/ 6 212/ 4116/ P143 P158 L458 L509 L448 D - D 3'-2116/ 12/ 6 4 212/ 212/ 9'-68'-0418/2'-91516/RD 316/6'-31316/42'-64 14/ 3 SIDES 14/ 3 SIDES P143 P144 P158 L509 L442 L509 L458 L448 L509 F17 North A - A 3'-2116/ 8'-1418/2'-91516/RD 12/ 6 212/ 212/ 8'-3 316/5'-01316/42'-6 14/ 3 SIDES P144 1 X (1316/ "x1 116/ ") SLOTS L439 L460 L509 L509 P157 L509 L458 L448 F17 North B - B
  • 33. SHOP NOTE: GRIND SMOOTH ALL WELDS & EDGES QTY. SITE BOLTS LENGTH GRID LOC REF DWGQTY B/2 E141 G/2 E141 0 ISSUED TO SHOP 29/11/13 BW A ISSUED FOR APPROVAL 25/11/13 BW REV DESCRIPTION DATE BY 2 - CAGED_LADDERS - M3 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN BW 25/11/13 ROYAL NORTH CENTER M3 CHECKED BY:DATE: (D/M/Y) IC3D REV# 0HOLES: 13/16" Ø U.N.O. PAINT: SSPC-SP3,SHOP GREY PRIMER JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# M3 2 M3 2 PL1/2"X2 1/2" 14'-6 7/16" 124 350W 0CAGED_LADDERS L583 16 L8X4X1/2 4" 105 300W L584 2 ROD3/4" 1'-8 1/2" 5 350W L585 26 ROD3/4" 1'-8 1/2" 66 300W P177 2 PL1/2"X2 1/2" 14'-6 7/16" 124 350W P178 4 PL1/2"X2 1/2" 6'-4 15/16" 109 350W P179 2 PL3/8"X22 1/4" 1'-11 1/2" 110 CHECKERED PL 300W P194 14 PL1/4"X2" 5'-11" 141 350W P195 2 PL1/4"X2" 7'-4 1/2" 25 350W P196 2 PL1/4"X2" 11'-3 1/2" 38 350W P197 2 PL1/4"X4" 11'-1 3/4" 76 350W P198 2 PL1/4"X2" 11'-1 3/4" 38 350W TOTAL WEIGHT THIS DRAWING 962 1'-1112/2'-714/ 714/ 114/114/ AA 4'-038/ 12'-3 2 1'-9 5'-11 8'-558/RD 5'-1112/ 14'-6 1012/ 1012/ 0 3'-1 3'-1112/ 3'-1 7'-012/ 2'-0 9'-012/ 5'-512/ 14'-6 2 2 2 22 22 2 D D 316/ 316/ 316/ 3 SIDES F F E E C C BB 14/ 3 SIDES L583 L583 L583 L583 L583 L583 L583 L583 L584 P195 P196 P197 P194 P194 P194 P194 P194 P194 P194 P198 P179 M3 P177 P178 P178 418/ 1'-0 1'-0 10'-6 14/ 2 2 2'-512/ 14/ 114/114/ 8'-012/ 14/ 14/ 4 1'-9 14/ R 1 6 558/ 558/ 0 21'-92 12/1'-812/ A - A 3'-838/ 10@1'-0 10'-558/ 11316/ 10'-7716/ 2 2'-0 1316/ G TYP P195 P196 P197P198L583 L583 L583 L583 L583 L583 L583 L583 L585 L585 L585L584 L585 L585 L585L585 L585 L585 L585 P179 14/1'-812/14/ 10'-7716/ 2316/ 12 12 2'-51516/ 2316/ 3'-838/ 6'-412/ 418/ 1'-0 1'-0 11316/ 2 2'-0 1'-8 P178 P178 P179 L585 L585 L585 B - B 4'-734/ 1'-01 16/ 1'-0 116/ 434/ 434/ 40° R1'-51 4/ 11316/1'-0316/ 11'-1112/1'-21'-514/ 316/ 316/ (TYP) P197 P194 P194 P194 P194 P194 P194 P194 M3 P177 P178 P178 C - C 2'-1 1'-0116/ 1'-01 16 / 1'-01 16/ 1'-012/ 1'-012/ 1'-01 16/ 238/ 58/ 1'-9 58/ 316/ 316/ P196 P179 E1 - E1 10 118/ 1'-8 1'-1014/ E2 E2 E1 E1 P178 P178 P177 M3 P179 CHK'D PL L585 P194 P194 P194 P194 P194 P194 P194 P196 L585 E - E 1'-11516/ 1'-1112/1'-21'-514/ 1'-9 112/ 134/ 316/ 316/ 1012/ 1012/ 1116/1'-11516/ 1'-21'-514/ R1'-514/ 2'-714/ 316/ 3 SIDES P195 P194 P194 P194 P194 P194 P194 P194 M3P177 F - F R1'-51 4/ 1'-012/ 1'-012/ 11316/ 11'-1112/1'-21'-514/ 316/ 316/ P194 P194 P194 P194 P194 P194 P194 P198 M3P177 P178 P178 D - D 1'-1112/ 14/ 14/ L585 L585 P179 E2 - E2
  • 34. QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT8 2 1/4" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - VBRACE - V11 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 24/10/13 ROYAL NORTH CENTER V11 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD.MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# V11 1 V11 1 HSS4X4X1/4 16'-1" 184 350W 0VBRACE Z246 P81 1 PL1/2"X7" 1'-6 15/16" 19 350W P94 2 PL1/2"X6" 1'-1" 22 350W P100 2 PL3/16"X1 9/16" 3 5/8" 1 350W P115 1 PL1/2"X7" 1'-7 1/8" 19 350W P150 2 PL3/16"X1 9/16" 3 5/8" 1 350W TOTAL WEIGHT THIS DRAWING 246 GRID LOC REF DWGQTY D-E/4 E71 2'-71116/ 2'-71116/ 0 2'-758/ 2'-758/3'-6316/ 3'-6316/ 0 212/ 0 16'-1 16'-1 2'-101316/ 2'-101316/ RD 6 17'-0 17'-21516/ (HSS4X4X14/ x 16'-1") 33 112/112/ 716/51116/51116/716/ 11516/318/ 318/11516/ 1'-4 18/ 3915 16/ 3 12 1038/ 12 134/ 3 3 14/ 14/ P100 14/ 14/ 14/ 14/ P81P115 P150 P150 V11 P94 P94 P100 3 212/ 512/ 214/ 2'-91516/ 4'-9516/ 7'-714/ 21516/ 7'-1014/ 91116/ 3'-5516/ NOTCH 3'-1078/ 7'-4316/ 738/ 7'-11916/ NOTCH 214/ 3'-812/ 3'-8716/ 7'-41516/ 21516/ 7'-71516/ 212/ 16'-312/ 3 16'-612/ 91116/ 3'-8916/ NOTCH 3'-7116/ 7'-358/ 738/ 7'-11 NOTCH 112/112/ 6 316/ 618/CUT 916/CUT 14/916/ N/S&F/S NOTCH 916/CUT 1916/12/1916/ 916/ N/S&F/S NOTCH 316/ 6 618/ CUT SEAL P100 P81P115 P150 P150 P100 P94 P94 V11
  • 35. QTY. SITE BOLTS LENGTH 3/4"Ø A325N BOLT8 2 1/4" 0 ISSUED TO SHOP 15/11/13 BW A ISSUED FOR APPROVAL 31/10/13 BW REV DESCRIPTION DATE BY ONE - VBRACE - V12 CUSTOMER: DRAWN BY: DATE: (D/M/Y) PROJECT: DWG# CANBIAN 24/10/13 ROYAL NORTH CENTER V12 CHECKED BY:DATE: (D/M/Y) REV# 0HOLES: 13/16" Ø U.N.O. PAINT: JOB# 1112 ALL STEEL CRAFT PHONE: (780) 478-6668 FAX: (780) 478-6677 FABRICATORS LTD. MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM# V12 1 V12 1 HSS4X4X1/4 6'-9 1/8" 78 350W 0VBRACE Z246 P94 2 PL1/2"X6" 1'-1" 22 350W P100 4 PL3/16"X1 9/16" 3 5/8" 1 350W TOTAL WEIGHT THIS DRAWING 101 GRID LOC REF DWGQTY D-E/4 E71 33 6 3 212/ 512/ 212/0 6'-9116/ 6'-9116/ 212/ 6'-11916/ 3 7'-2916/ 6 7'-8116/ (-312/ )7'-11116/ (HSS4X4X14/ x 6'-918/ )(-1'-5116/ ) 112/112/ 112/112/ 14/ 14/ P100 P100 P100 V12 P94 P94 P100 916/CUT 916/CUT 1916/12/1916/ 1916/12/1916/ 6 316/316/ 6 618/CUT618/ CUT SEAL P100 P100 P100 P100 P94 P94 V12