Steel Structure DWG Block for AutoCAD

Main entrance and canopy of the old Hospital of Fallujah – Structure of steel

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

hot, cold, hot, cold, f.f.l., f.f.l., f.f.l., f.f.l., hot, cold, hot, cold, entrance canopy, mortuary, mm concrete cover, xxx, size, length, depth, mm thickness, mm width, mm concrete cover, mm thickness, mm width, main entrance canopy, architectural, sheet no., scale, as shown, drwg. no., not app., drwg. title, rev. suffix, drwg. status, drawn, checked, apprvd, project, design group, design, establishment of maternity children’s hospital in iraq, irq, main entrance canopy details modified, date, water, b.r.c. door, motors, door, paving block, mm concrete cover, section neck column, section tie beam, steel bar mm steel bar mm, top view details with connections, see detail confection, top view details with connections, see detail confection, top view details connection with shape steel plate beam with nuts, mm thickness, mm width, middle part, right part, left part, detail of joints and parts, see detail of joints and parts, top view details with connections, section, sus clip details, joint, joint, bolt box details, sus clip thickness mm, sus clip view, thickness, turn backle in both way, existing column in the entrance, connection the beam with the parpet and the slab, architectural, sheet no., ground floor plan, scale, drwg. no., not app., drwg. title, rev. suffix, drwg. status, drawn, date, checked, apprvd, project, design group, preparation, establishment of maternity children’s hospital in iraq, irq, ar., water, b.r.c. door, motors, door, paving block, main entrance canopy, architectural, sheet no., scale, as shown, drwg. no., not app., drwg. title, rev. suffix, drwg. status, drawn, checked, apprvd, project, design group, design, establishment of maternity children’s hospital in iraq, irq, main entrance canopy details modified, date, water, b.r.c. door, motors, door, paving block, mm concrete cover, section neck column, section tie beam, typical detail of base plate column connections and tensile cord, anchor bolt detail, eng. ahmed.h.ali, cable mm or steel bar mm cable mm or steel bar mm, top view details with connections, see detail confection, top view details with connections, see detail confection, top view details connection with shape steel plate beam with nuts suggestion, mm thickness, mm width, top view details connection with steel cable and clip suggestion, top view details connection with steel bar nut suggestion, bolt mm, hook mm, thread mm, diameter mm

Raw text data extracted from CAD file:

HOT COLD \A1;1400 -0.46 HOT COLD 0.44 F.F.L. – 0.45 F.F.L. – 0.45 F.F.L. – 0.43 F.F.L. – 67546.6209752138 0.59F.F.L. – HOT COLD HOT COLD ENTRANCE CANOPY MORTUARY \A1;330 \A1;165 \A1;5000 \A1;3000 \A1;2000 \A1;400 \A1;330 \A1;330 \A1;330 \A1;330 \A1;330 \A1;B6 \A1;B1 \A1;B3 \A1;400 \A1;330 \A1;2800 \A1;1220 \A1;600 \A1;2300 \A1;3082 \A1;4283 \A1;4643 \A1;9445 \A1;600 \A1;80 \A1;200 \A1;50 mm concrete cover \A1;400 \A1;600 \A1;400 XXX XXX XXX \A1;2800 \A1;330 \A1;330 \A1;5 mm \A1;5 mm \A1;2303.6 \A1;25.4 \A1;25.4 Size Length ° (#) Depth \A1;600 \A1;302 \A1;152.4 \A1;50.8 \A1;101.6 \A1;3.2 \A1;101.6 \A1;25.4 \A1;152.4 \A1;152.4 \A1;B1 \A1;101.6 \A1;203 \A1;25.4 \A1;152.4 \A1;203 \A1;10 mm thickness \A1;300 mm \A1;80 mm width \A1;203.2 \A1;101.6 \A1;3.2 \A1;9445 \A1;25.4 \A1;25.4 \A1;152.4 \A1;152.4 \A1;B1 \A1;1000 \A1;500 \A1;2000 \A1;B6 \A1;B1 \A1;B3 \A1;2300 \A1;3082 \A1;4283 \A1;4643 \A1;9445 \A1;600 \A1;600 \A1;600 \A1;50.8 \A1;25.4 \A1;152.4 \A1;25.4 \A1;9445 \A1;B1 \A1;330 \A1;165 \A1;5000 \A1;3000 \A1;400 \A1;330 \A1;330 \A1;330 \A1;330 \A1;330 \A1;100 \A1;400 \A1;330 \A1;2800 \A1;1220 \A1;\U+2205150 \A1;100 \A1;600 \A1;600 \A1;80 \A1;200 \A1;50 mm concrete cover \A1;400 \A1;600 \A1;400 \A1;19° \A1;100 \A1;600 \A1;600 \A1;80 \A1;20° \A1;2800 \A1;330 \A1;330 \A1;5 mm \A1;5 mm \A1;2761 \A1;2303.6 \A1;25.4 \A1;25.4 \A1;302 \A1;152.4 \A1;101.6 \A1;3.2 \A1;101.6 \A1;152.4 \A1;152.4 \A1;B1 \A1;101.6 \A1;203 \A1;203 \A1;10 mm thickness \A1;200 mm \A1;80 mm width \A1;203.2 \A1;101.6 \A1;3.2 \A1;553 \A1;585 \A1;25.4 \A1;25.4 \A1;152.4 \A1;152.4 \A1;1332 \A1;1000 \A1;500 \A1;100 \A1;984 \A1;793 \A1;152 \A1;100 \A1;10 mm \A1;26 \A1;22 \A1;100 mm \A1;25 \A1;100 mm \A1;220 mm \A1;196 mm \A1;196 \A1;9 \A1;6 \A1;178 \A1;75 \A1;13 \A1;220 mm \A1;190 mm \A1;190 \A1;6 \A1;130 \A1;17 \A1;152.4 mm \A1;130 mm \A1;30 mm \A1;35 mm \A1;15 mm \A1;101.6 mm \A1;75 mm \A1;22.5 mm \A1;220 mm \A1;220 mm \A1;30 mm \A1;50 mm \A1;30 mm \A1;30 mm \A1;50 mm \A1;30 mm \A1;148 \A1;127 \A1;88 \A1;80 mm \A1;10 mm \A1;203 mm \A1;88 mm \A1;127 mm \A1;203 \A1;214 \A1;335 \A1;80 \A1;214 \A1;335 \A1;10 \A1;24.7 mm \A1;100 mm \A1;100 mm \A1;700 \A1;700 \A1;700 \A1;3550 \A1;3550 \A1;1000 \A1;1000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 \W9.85262; BLOCK-A \W4.62792; MAIN ENTRANCE CANOPY \W5.44991; DETAILS/MODIFIED \W1.68979; \C240;B Architectural Sheet no. APP.+COM SCALE as shown DRWG. NO. NOT APP. DRWG. TITLE REV. SUFFIX DRWG. STATUS DRAWN CHECKED APPRVD PROJECT (NAME & NO.) 2 1 DESIGN GROUP 4 3 DESIGN \W5.16261; Establishment of \W2.65856; a Maternity & Children’s Hospital in \W2.65856; Fallujah, Iraq IRQ 10-P/AM257/08 BLOCK-A MAIN ENTRANCE CANOPY DETAILS / MODIFIED DATE 28-02-2011 water 4m B.R.C. door Motors Motors D4 80/210 (B.R.C.) Door 200/200 \W1.71359; \C240;C \W0.89044; \C240;D TR-2 TR-1 \W0.84347; PAVING \W1.57789; BLOCK \W1.03330; \C240;A 4 4 0 1m 10m 5m 5 5 5 5 5 E F D 5 5 5 5 5 5 B6 B1 B3 5 5 5 5 5 5 5 5 5 5 5 5 5 50 mm concrete cover 5 5 5 SECTION 1-1 NECK COLUMN SECTION 1-1 NECK COLUMN SECTION 2-2 TIE BEAM SECTION 2-2 TIE BEAM F’ D’ 1 2 3 4 5 SECTIONA-A 5 5 5 mm 5 mm \W5.87406; B1=(203.2X152.4 X6.4)mm B2,B3,B4,B5=( 203.2X101.6X3.2)mm \W7.87406; B6= (50.8X25.4X3.2)mm \W8.51804; STEEL BAR (A)= \U+00D8 24.7 mm STEEL BAR (B)=\U+00D8 17.0 mm 5 5 5 5 5 5 5 5 5 5 5 TOP VIEW DETAILS 1-1 (BEAM B2&B3 WITH B6 CONNECTIONS 5 5 B1 5 5 5 5 5 SEE DETAIL CONFECTION 1-1 SEE DETAIL CONFECTION 1-2 SEE DETAIL CONFECTION 1-3 TOP VIEW DETAILS 1-2 (BEAM B1 WITH B1 CONNECTIONS TOP VIEW DETAILS 1-3 (BEAM B2&B3 WITH B1 CONNECTIONS TOP VIEW DETAILS 1-4 (BEAM B1 WITH B6 CONNECTIONS SEE DETAIL CONFECTION 1-4 TOP VIEW DETAILS CONNECTION WITH (U) SHAPE STEEL PLATE & BEAM WITH NUTS 10 mm thickness 300 mm 80 mm width 5 5 5 E F D 5 F’ D’ 1 2 3 4 5 5 5 5 B1 5 5 MIDDLE PART (A) RIGHT PART (B) LEFT PART (B) DETAIL OF JOINTS AND PARTS SEE DETAIL OF JOINTS AND PARTS 5 5 5 5 TOP VIEW DETAILS 1-1 (BEAM B2&B3 WITH B6 CONNECTIONS 5 10 mm SECTION A-A 5 5 100 mm 5 SUS CLIP DETAILS A A 100 mm 220 mm 196 mm 5 5 5 5 5 5 220 mm 190 mm 5 5 5 5 JOINT B1 152.4 mm 130 mm 30 mm 35 mm 101.6 mm 75 mm 15 mm 22.5 mm JOINT B4 – B5 220 mm 220 mm 30 mm 50 mm 30 mm 30 mm 50 mm 30 mm 5 5 5 80 mm 10 mm 203 mm 88 mm 127 mm 5 BOLT BOX DETAILS 5 5 80 214 335 10 S-01 S-01 24.7 mm 100 mm 100 mm SUS CLIP THICKNESS t=1.6 mm SUS CLIP DETAILS(top view ) 700 700 700 3550 3550 \A1;\U+2205150 Thickness 100mm \A1;\U+2205150 Thickness 100mm \A1;\U+2205150 Thickness 100mm 1000 Turn Backle In Both Way Turn Backle In Both Way 1000 Existing column in the entrance Connection the Beam B1 with the Parpet and the Slab (Option ) Architectural Sheet no. APP.+COM GROUND FLOOR PLAN SCALE 1/100 DRWG. NO. NOT APP. DRWG. TITLE REV. SUFFIX DRWG. STATUS DRAWN DATE CHECKED APPRVD PROJECT (NAME & NO.) 2 1 DESIGN GROUP 4 3 PREPARATION 6-15-2010 \W5.16261; Establishment of \W2.65856; a Maternity & Children’s Hospital in \W2.65856; Fallujah, Iraq IRQ 10-P/AM257/08 0 1m 10m 5m AR. (1-01) (A) \W1.68979; \C240;B water 4m B.R.C. door Motors Motors D4 80/210 (B.R.C.) Door 200/200 \W1.71359; \C240;C \W0.89044; \C240;D TR-2 TR-1 \W0.84347; PAVING \W1.57789; BLOCK \W1.03330; \C240;A \W9.85262; BLOCK-A \W4.62792; MAIN ENTRANCE CANOPY \W5.44991; DETAILS/MODIFIED \W1.68979; \C240;B Architectural Sheet no. APP.+COM SCALE as shown DRWG. NO. NOT APP. DRWG. TITLE REV. SUFFIX DRWG. STATUS DRAWN CHECKED APPRVD PROJECT (NAME & NO.) 2 1 DESIGN GROUP 4 3 DESIGN \W5.16261; Establishment of \W2.65856; a Maternity & Children’s Hospital in \W2.65856; Fallujah, Iraq IRQ 10-P/AM257/08 BLOCK-A MAIN ENTRANCE CANOPY DETAILS / MODIFIED DATE 25-7-2010 water 4m B.R.C. door Motors Motors D4 80/210 (B.R.C.) Door 200/200 \W1.71359; \C240;C \W0.89044; \C240;D TR-2 TR-1 \W0.84347; PAVING \W1.57789; BLOCK \W1.03330; \C240;A 4 4 0 1m 10m 5m 5 5 5 5 5 E F D 5 5 5 5 5 5 5 B6 B1 B3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 50 mm concrete cover 5 5 5 5 SECTION 1-1 NECK COLUMN SECTION 1-1 NECK COLUMN SECTION 2-2 TIE BEAM SECTION 2-2 TIE BEAM 5 5 5 5 5 TYPICAL DETAIL OF BASE PLATE COLUMN CONNECTIONS AND TENSILE CORD F’ D’ 1 2 3 4 5 SECTIONA-A SECTIONA-A ANCHOR BOLT DETAIL ENG. AHMED.H.ALI 5 5 5 mm 5 mm 5 \W5.87406; B1=(203.2X152.4 X6.4)mm \W4.98419; B2,B3,B4,B6=( 203.2X101.6X3.2)mm \W7.87406; B6= (50.8X25.4X3.2)mm \W8.50258; CABLE (A) =\U+00D8 24.7 mm \W8.51031; OR \W8.51804; STEEL BAR (A)= \U+00D8 24.7 mm \W9.24570; CABLE (B) =\U+00D8 17.0 mm OR STEEL BAR (B)=\U+00D8 17.0 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TOP VIEW DETAILS 1-1 (BEAM B2&B3 WITH B6 CONNECTIONS 5 5 B1 5 5 5 5 5 SEE DETAIL CONFECTION 1-1 SEE DETAIL CONFECTION 1-2 SEE DETAIL CONFECTION 1-3 TOP VIEW DETAILS 1-2 (BEAM B1 WITH B1 CONNECTIONS TOP VIEW DETAILS 1-3 (BEAM B2&B3 WITH B1 CONNECTIONS TOP VIEW DETAILS 1-4 (BEAM B1 WITH B6 CONNECTIONS SEE DETAIL CONFECTION 1-4 TOP VIEW DETAILS CONNECTION WITH (U) SHAPE STEEL PLATE & BEAM WITH NUTS SUGGESTION (1) 10 mm thickness 200 mm 80 mm width TOP VIEW DETAILS CONNECTION WITH STEEL CABLE AND CLIP SUGGESTION (2) TOP VIEW DETAILS CONNECTION WITH STEEL BAR & NUT SUGGESTION (3) 5 5 5 Bolt Length= 914 mm Hook Length= 127 mm Thread Length= 101.6 mm Diameter = 22.225 mm 5 5 E F D 5 F’ D’ 1 2 3 4 5 5 5 5 B1 5 5 5