Industiral Saloon DWG Detail for AutoCAD

42 sheet of steel saloon details complete it can use for shopdrowing

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

pl mm, pl mm, detail, corner of flange, pl mm, bolt, pl mm, bolt, top of flange, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, side framing, strut, main frame, roof framing plan, date, foundation plan of salon, middle framing, strut, pl mm, section, strut, bolt, pl mm, sag rods, sag rod connection, sag rod, rafter, purling, side bracing, bolt, pl mm, section, pl mm, rafter, purling, purling, purling, detail, pl mm, bolt, pl mm, bolt, pl mm, rafter, section, pl mm, column bp., conc., conc., section, section, plan of foundation, column bp., bolt, pl mm, plan of foundation, section, conc., conc., section, section, column bp., conc., conc., section, section, section, plan of foundation, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, strut, stiffener, column web, pl mm, rafter web, pl mm, slope, pl mm, pl mm, rafter web, pl mm, pl mm, pl mm, pl mm, strut, stiffener, column web, pl mm, pl mm, pl mm, bolt, pl mm, pl mm, detail, pl mm, pl mm, pl mm, pl mm, pl mm, bolt, pl mm, detail, corner of flange, pl mm, bolt, bolt, typical frame at line, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, typical frame at line, wp mm, wp mm, wp mm, wp mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, typical frame at line, wp mm, wp mm, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, typical frame at line, pl mm, typical frame at line, slope, typical frame at line, conc., conc., conc., conc., section, bolt, pl mm, conc., conc., section, section, foundation plan of salon, foundation plan of salon, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, typical frame at line, pl mm, pl mm, column web, typical frame at line, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, rafter web, side framing, strut, middle framing, strut, column web, rafter web, pl mm, slope, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, pl mm, column bp., bolt, pl mm, bolt, pl mm, section, pl mm, bolt, pl mm, column bp., bolt, pl mm, pl mm, pl mm, pl mm, pl mm, bolt, top of flange, detail, pl mm, detail, pl mm, pl mm, corner of flange, pl mm, bolt, pl mm, pl mm, bolt, pl mm, detail, corner of flange, pl mm, pl mm, pl mm, bolt, pl mm, bolt, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, pl mm, slope, pl mm, pl mm, slope, pl mm, pl mm, pl mm, typical frame at line, pl mm, pl mm, pl mm, pl mm, wp mm, bolt, pl mm, detail, pl mm, pl mm, pl mm, section, pl mm, section, pl mm, bolt, pl mm, section, pl mm, detail, pl mm, pl mm, pl mm, pl mm, bolt, pl mm, bolt, beam plan, pl mm, pl mm, corner of flange, detail, pl mm, section, beam, conc.joists, ipe

Raw text data extracted from CAD file:

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DETAIL -A SC=1:10 CORNER OF FLANGE SC=1:10 5 5 5 5 PL 635X200X12 mm 5 5 5 5 5 5 1/2PL 90X90X10 mm HOLE=22 mm NO=5X2 M20 BOLT A325 5 5 5 5 5 5 1/2PL 90X90X10 mm PL 350X200X12 mm HOLE=22 mm NO=3X2 M20 BOLT A325 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TOP OF FLANGE SC=1:10 5 TH=6 mm 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=6 mm PL 267X90X10 mm (STIFF.) TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm 5 5 5 5 5 5 5 PL 571X90X10 mm (STIFF.) TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 930 mm C/C PL 571X90X10 mm (STIFF.) DET-B DET-B PL 564.9X90X10 mm (STIFF.) C A B 5 90X90X4 mm PL 428X90X10 mm (STIFF.) SIDE FRAMING SC=1:200 Z 180X60X3 @ 989 mm C/C d20 (ROOF BRACING) 5 5 5 5 5 2 1 3 4 5 90X90X4 mm STRUT 5 5 6 7 8 9 1 B C 5 5 5 5 7 6 5 A 1 A B 4 3 1 2 5 5 5 5 5 5 5 5 5 8 9 d20 (ROOF BRACING) d12@2.00m C/C (SAG ROD) MAIN FRAME Z 180X60X3 @ 989 mm C/C 90X90X4 mm ROOF FRAMING PLAN 5 5 10 11 5 5 5 5 A 2 2 B 1 B C 5 5 5 5 7 6 5 A 1 A B 4 3 1 2 5 5 5 5 5 5 5 5 5 8 9 5 5 10 11 5 5 5 5 A 2 2 B 1 B C 5 5 5 5 7 6 5 A 1 A B 4 3 1 2 5 5 5 5 5 5 5 5 5 8 9 5 5 10 11 5 5 5 A 2 F1 F2 F3 F3 F1 F3 F3 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F3 F3 F3 F3 F1 F2 F3 F3 F2 F1 F2 F2 F1 F2 F2 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F3 F3 F3 F3 DATE 120X120X60 8 F3 150X150X60 \U+062A\U+0639\U+062F\U+0627\U+062F \U+0627\U+0628\U+0639\U+0640\U+0640\U+0627\U+062F \U+062A\U+064A\U+067E 11 150X120X60 F2 22 F1 2 1 Kg/cm 2 FY=2400 Kg/cm 2 FY=3000 Kg/cm 1\U+0640 \U+0628\U+062A\U+0646 \U+0645\U+0635\U+0631\U+0641\U+064A \U+0628\U+0627 \U+0639\U+064A\U+0627\U+0631 300 \U+0643\U+064A\U+0644\U+0648 \U+06AF\U+0631\U+0645 \U+0633\U+064A\U+0645\U+0627\U+0646 \U+062F\U+0631 \U+0645\U+062A\U+0631 \U+0645\U+0643\U+0639\U+0628 \U+0645\U+064A \U+0628\U+0627\U+0634\U+062F.\U+0640 (\U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0645\U+0648\U+0646\U+0647 \U+0627\U+0633\U+062A\U+0627\U+0646\U+062F\U+0627\U+0631\U+062F 28 \U+0631\U+0648\U+0632\U+0647 210 \U+0643\U+064A\U+0644\U+0648\U+06AF\U+0631\U+0645 \U+0628\U+0631 \U+0633\U+0627\U+0646\U+062A\U+0645\U+062A\U+0631 \U+0645\U+0631\U+0628\U+0639) 2\U+0640 \U+0645\U+064A\U+0644\U+06AF\U+0631\U+062F \U+0645\U+0635\U+0631\U+0641\U+064A \U+062F\U+0631 \U+0628\U+064A\U+0646 \U+0627\U+0632 \U+0622\U+062C\U+062F\U+0627\U+0631 \U+0628\U+0627 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0647\U+0627\U+0626\U+064A 3\U+0640 \U+0641\U+0648\U+0644\U+0627\U+062F \U+0645\U+0635\U+0631\U+0641\U+064A \U+062F\U+0631 \U+0642\U+0627\U+0628 \U+0633\U+0648\U+0644\U+0647 \U+0628\U+0627 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0647\U+0627\U+0626\U+064A 4\U+0640 \U+067E\U+0648\U+0634\U+0634 \U+0645\U+064A\U+0644\U+06AF\U+0631\U+062F\U+0647\U+0627 \U+062F\U+0631 \U+0641\U+0648\U+0646\U+062F\U+0627\U+0633\U+064A\U+0648\U+0646 5 \U+0633\U+0627\U+0646\U+062A\U+064A\U+0645\U+062A\U+0631 \U+0645\U+064A \U+0628\U+0627\U+0634\U+062F.\U+0640 5\U+0640 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0645\U+062C\U+0627\U+0632 \U+062E\U+0627\U+0643 \U+0641\U+0631\U+0636 \U+0634\U+062F\U+0647 \U+0627\U+0633\U+062A.\U+0640 6\U+0640 \U+0627\U+0631\U+062A\U+0641\U+0627\U+0639 \U+067E\U+062F\U+0633\U+062A\U+0627\U+0644 \U+0628\U+0627 \U+062A\U+0648\U+062C\U+0647 \U+0628\U+0647 \U+0634\U+064A\U+0628 \U+0632\U+0645\U+064A\U+0646 \U+0628\U+064A\U+0646 25 \U+062A\U+0627 90 \U+0633\U+0627\U+0646\U+062A\U+064A\U+0645\U+062A\U+0631 \U+0645\U+062A\U+063A\U+064A\U+064A\U+0631 \U+0627\U+0633\U+062A.\U+0640 120X120X60 8 F3 150X150X60 \U+062A\U+0639\U+062F\U+0627\U+062F \U+0627\U+0628\U+0639\U+0640\U+0640\U+0627\U+062F \U+062A\U+064A\U+067E 11 150X120X60 F2 22 F1 FOUNDATION PLAN OF 2 SALON SC=1:200 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 5 5 5 5 10 11 d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d20 (ROOF BRACING) d20 (ROOF BRACING) MIDDLE FRAMING SC=1:200 Z 180X60X3 @ 989 mm C/C d20 (ROOF BRACING) 5 5 5 5 5 2 1 3 4 5 90X90X4 mm STRUT 5 5 6 7 8 9 5 5 5 5 10 11 d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d20 (ROOF BRACING) d20 (ROOF BRACING) PL 200X5 mm PL 187X6 mm PL 187X6 mm SECTION C-C SC=1:10 d 20 90X90X4 mm 90X90X4 mm STRUT SC=1:10 TH=10mm 5 5 5 5 5 5 5 5 5 5 5 M16 BOLT NO=2 HOLE=18 mm PL 240X150X10 mm 4-150 SAG RODS d10 SAG ROD CONNECTION SC=1:10 SAG ROD SAG ROD RAFTER PURLING SIDE BRACING SC=1:10 d 25 5 5 5 5 5 5 5 5 5 5 M18 BOLT NO=1 HOLE=20 mm PL 200X100X12 mm 4-100 5 5 SECTION H-H PL 8 mm SC=1:20 RAFTER L 40X40X4 mm PURLING HOLE=14 mm PURLING SC=1:20 5 5 Z 180X60X3 @ 1006 mm C/C 5 5 5 5 5 5 5 5 5 5 5 5 HOLE=14 mm PURLING SC=1:20 5 5 Z 180X60X3 @ 1006 mm C/C 5 5 5 5 5 5 5 5 5 5 5 5 500 5 5 5 5 5 5 TH=12 mm DETAIL -D SC=1:50 PL 300X200X12 mm HOLE=17 mm NO=2 M16 BOLT 5 5 5 5 PL 300X168X12 mm M14 BOLT NO=2 HOLE=16 mm 1/2PL 250X250X10 mm PL 300X168X12 mm 1/2PL 250X250X10 mm RAFTER G G SECTION G-G SC=1:10 C C TH= 5 mm PL 187X6 mm PL 187X6 mm C C 5 5 k 5 COLUMN BP. SC=1:10 CONC. B-350 40 10 60 2 d 25 5 5 5 5 5 5 d8@25cm C/C 4d16 5 CONC. B-150 SECTION M-M SECTION M-M SC=1:5 SECTION K-K 5 5 5 5 PLAN OF FOUNDATION TYPE-1 d16@15cm C/C d16@15cm C/C k k COLUMN BP. SC=1:10 M25 BOLT NO=2 HOLE=27 mm PL 300X250X12 mm 5 5 5 5 5 5 5 PLAN OF FOUNDATION TYPE-2 120 120 5 5 5 5 d16@15cm C/C d16@15cm C/C k k SECTION K-K CONC. B-350 40 10 60 2 d 20 5 5 5 5 5 5 d8@25cm C/C 4d16 5 CONC. B-150 SECTION M-M SC=1:5 SECTION M-M SC=1:5 5 COLUMN BP. SC=1:10 CONC. B-350 40 10 60 2 d 25 5 5 5 5 5 5 d8@25cm C/C 6d14 5 CONC. B-150 SECTION M-M SC=1:5 SECTION M-M SC=1:5 SECTION K-K 5 5 5 5 PLAN OF FOUNDATION TYPE-2 d16@15cm C/C d16@15cm C/C k DET-A 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm 5 5 PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) PL 571X90X10 mm (STIFF.) A DET-A TH=6 mm TH=6 mm 5 5 5 5 5 5 5 PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 571X90X10 mm (STIFF.) DET-B A DET-A 5 90X90X4 mm SC=1:10 STRUT TH=10mm 5 5 5 5 5 5 5 5 5 5 STIFFENER SC=1:50 COLUMN WEB PL 200X6 mm 5 5 5 5 5 RAFTER WEB RAFTER WEB 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=6 mm DET-B PL 564.9X90X10 mm (STIFF.) B RAFTER WEB RAFTER WEB Z 180X60X3 @ 930 mm C/C TH=6 mm PL 200X6 mm TH=6 mm PL 267X90X10 mm (STIFF.) TH=6 mm Z 180X60X3 @ 930 mm C/C PL 564.9X90X10 mm (STIFF.) B 90X90X4 mm PL 428X90X10 mm (STIFF.) PL 200X6 mm PL 200X6 mm PL 200X6 mm 90X90X4 mm SC=1:10 STRUT TH=10mm 5 5 5 5 5 5 5 5 5 5 STIFFENER SC=1:50 COLUMN WEB 5 5 5 5 PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm DET-B TH=6 mm PL 571X90X10 mm (STIFF.) 5 5 5 5 5 TH= 8 mm PL 200X6 mm PL 200X6 mm HOLE=22 mm NO=5X2 M20 BOLT A325 1/2PL 90X90X10 mm 5 5 5 5 PL 200X6 mm PL 200X6 mm PL 753X90X10 mm (STIFF.) 90X90X4 mm PL 100X100X8 mm 5 5 5 5 5 5 DETAIL -B SC=1:10 PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm PL 150X150X10 mm 5 5 5 5 5 5 5 5 Z 180X60X3 @ 989 mm C/C PL 100X100X8 mm 5 5 5 5 5 5 90X90X4 mm 1/2PL 150X150X10 mm 5 5 PL 564.9X90X10 mm (STIFF.) PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm TH=6 mm 1/2PL 90X90X10 mm 5 5 5 5 HOLE=22 mm NO=5X2 M20 BOLT A325 1/2PL 150X150X10 mm 5 5 PL 150X150X10 mm 5 5 5 5 5 5 5 5 DETAIL -C SC=1:10 CORNER OF FLANGE SC=1:10 5 5 5 5 PL 635X200X12 mm 5 5 5 5 5 5 1/2PL 90X90X10 mm HOLE=22 mm NO=5X2 M20 BOLT A325 5 5 5 5 5 5 Z 180X60X3 @ 989 mm C/C 1/2PL 90X90X10 mm 5 5 5 5 HOLE=22 mm NO=5X2 M20 BOLT A325 TYPICAL FRAME AT LINE 2,...,10 SC=1:50 TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=6 mm PL 267X90X10 mm (STIFF.) PL 571X90X10 mm (STIFF.) TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 930 mm C/C PL 571X90X10 mm (STIFF.) DET-B DET-B PL 564.9X90X10 mm (STIFF.) C A B 5 90X90X4 mm PL 428X90X10 mm (STIFF.) DET-A PL 200X6 mm PL 200X6 mm DET-B TYPICAL FRAME AT LINE 1,11 SC=1:50 5 5 5 C C WP L=6064.46 mm DET-D C C WP L=6064.46 mm 5 5 5 5 C C WP L=6064.46 mm DET-D C C WP L=6064.46 mm TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=6 mm PL 267X90X10 mm (STIFF.) PL 571X90X10 mm (STIFF.) 5 TH=6 mm DET-B PL 564.9X90X10 mm (STIFF.) A B 5 90X90X4 mm PL 428X90X10 mm (STIFF.) DET-A PL 200X6 mm PL 200X6 mm DET-B TYPICAL FRAME AT LINE 1,11 SC=1:50 5 5 5 C C WP L=6064.46 mm DET-D C C WP L=6064.46 mm PL 200X6 mm PL 200X6 mm H H H H H H H H H H H H TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=6 mm PL 267X90X10 mm (STIFF.) PL 571X90X10 mm (STIFF.) 5 TH=6 mm DET-B PL 564.9X90X10 mm (STIFF.) A B 5 90X90X4 mm PL 428X90X10 mm (STIFF.) DET-A PL 200X6 mm PL 200X6 mm DET-B TYPICAL FRAME AT LINE 2,...,10 SC=1:50 PL 200X6 mm PL 200X6 mm H H H H C A B 5 5 TYPICAL FRAME AT LINE 2,...,10 SC=1:50 Slope = 15% Slope = 15% Slope = 15% Slope = 15% Slope = 15% Slope = 15% Slope = 15% Slope = 15% C A B 5 TYPICAL FRAME AT LINE 1,11 SC=1:50 5 5 5 5 5 5 5 5 5 5 5 d16@15cm C/C 5 CONC. B-300 d16@15cm C/C 25~90 CONC. B-200 d10@15cm C/C 5 5 6d18 5 5 5 5 d16@15cm C/C 5 CONC. B-300 d16@15cm C/C 120 25~90 CONC. B-200 d10@15cm C/C 5 5 6d18 150 6d18 d10@15cm C/C 5 5 a a B B SC=1:5 SECTION a-a 5 5 M25 BOLT NO=2 HOLE=27 mm PL 300X250X12 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d16@15cm C/C 5 CONC. B-300 d16@15cm C/C 25~90 CONC. B-200 d10@15cm C/C 5 5 6d18 150 6d18 d10@15cm C/C 5 5 a a SC=1:5 SECTION a-a 6d18 d10@15cm C/C 5 5 SC=1:5 SECTION a-a 2 1 Kg/cm 2 FY=2400 Kg/cm 2 FY=3000 Kg/cm 1\U+0640 \U+0628\U+062A\U+0646 \U+0645\U+0635\U+0631\U+0641\U+064A \U+0628\U+0627 \U+0639\U+064A\U+0627\U+0631 300 \U+0643\U+064A\U+0644\U+0648 \U+06AF\U+0631\U+0645 \U+0633\U+064A\U+0645\U+0627\U+0646 \U+062F\U+0631 \U+0645\U+062A\U+0631 \U+0645\U+0643\U+0639\U+0628 \U+0645\U+064A \U+0628\U+0627\U+0634\U+062F.\U+0640 (\U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0645\U+0648\U+0646\U+0647 \U+0627\U+0633\U+062A\U+0627\U+0646\U+062F\U+0627\U+0631\U+062F 28 \U+0631\U+0648\U+0632\U+0647 210 \U+0643\U+064A\U+0644\U+0648\U+06AF\U+0631\U+0645 \U+0628\U+0631 \U+0633\U+0627\U+0646\U+062A\U+0645\U+062A\U+0631 \U+0645\U+0631\U+0628\U+0639) 2\U+0640 \U+0645\U+064A\U+0644\U+06AF\U+0631\U+062F \U+0645\U+0635\U+0631\U+0641\U+064A \U+062F\U+0631 \U+0628\U+064A\U+0646 \U+0627\U+0632 \U+0622\U+062C\U+062F\U+0627\U+0631 \U+0628\U+0627 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0647\U+0627\U+0626\U+064A 3\U+0640 \U+0641\U+0648\U+0644\U+0627\U+062F \U+0645\U+0635\U+0631\U+0641\U+064A \U+062F\U+0631 \U+0642\U+0627\U+0628 \U+0633\U+0648\U+0644\U+0647 \U+0628\U+0627 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0647\U+0627\U+0626\U+064A 4\U+0640 \U+067E\U+0648\U+0634\U+0634 \U+0645\U+064A\U+0644\U+06AF\U+0631\U+062F\U+0647\U+0627 \U+062F\U+0631 \U+0641\U+0648\U+0646\U+062F\U+0627\U+0633\U+064A\U+0648\U+0646 5 \U+0633\U+0627\U+0646\U+062A\U+064A\U+0645\U+062A\U+0631 \U+0645\U+064A \U+0628\U+0627\U+0634\U+062F.\U+0640 5\U+0640 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0645\U+062C\U+0627\U+0632 \U+062E\U+0627\U+0643 \U+0641\U+0631\U+0636 \U+0634\U+062F\U+0647 \U+0627\U+0633\U+062A.\U+0640 6\U+0640 \U+0627\U+0631\U+062A\U+0641\U+0627\U+0639 \U+067E\U+062F\U+0633\U+062A\U+0627\U+0644 \U+0628\U+0627 \U+062A\U+0648\U+062C\U+0647 \U+0628\U+0647 \U+0634\U+064A\U+0628 \U+0632\U+0645\U+064A\U+0646 \U+0628\U+064A\U+0646 25 \U+062A\U+0627 90 \U+0633\U+0627\U+0646\U+062A\U+064A\U+0645\U+062A\U+0631 \U+0645\U+062A\U+063A\U+064A\U+064A\U+0631 \U+0627\U+0633\U+062A.\U+0640 FOUNDATION PLAN OF 1 SALON SC=1:200 1 B C 5 5 5 5 7 6 5 A 1 A B 4 3 1 2 5 5 5 5 5 5 5 5 5 8 9 5 5 10 11 5 5 5 5 A 2 2 B F1 F2 F3 F3 F1 F3 F3 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F1 F2 F1 F3 F3 F3 F3 120X120X60 8 F3 150X150X60 \U+062A\U+0639\U+062F\U+0627\U+062F \U+0627\U+0628\U+0639\U+0640\U+0640\U+0627\U+062F \U+062A\U+064A\U+067E 11 150X120X60 F2 22 F1 FOUNDATION PLAN OF 2 SALON SC=1:200 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 2 1 Kg/cm 2 FY=2400 Kg/cm 2 FY=3000 Kg/cm 1\U+0640 \U+0628\U+062A\U+0646 \U+0645\U+0635\U+0631\U+0641\U+064A \U+0628\U+0627 \U+0639\U+064A\U+0627\U+0631 300 \U+0643\U+064A\U+0644\U+0648 \U+06AF\U+0631\U+0645 \U+0633\U+064A\U+0645\U+0627\U+0646 \U+062F\U+0631 \U+0645\U+062A\U+0631 \U+0645\U+0643\U+0639\U+0628 \U+0645\U+064A \U+0628\U+0627\U+0634\U+062F.\U+0640 (\U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0645\U+0648\U+0646\U+0647 \U+0627\U+0633\U+062A\U+0627\U+0646\U+062F\U+0627\U+0631\U+062F 28 \U+0631\U+0648\U+0632\U+0647 210 \U+0643\U+064A\U+0644\U+0648\U+06AF\U+0631\U+0645 \U+0628\U+0631 \U+0633\U+0627\U+0646\U+062A\U+0645\U+062A\U+0631 \U+0645\U+0631\U+0628\U+0639) 2\U+0640 \U+0645\U+064A\U+0644\U+06AF\U+0631\U+062F \U+0645\U+0635\U+0631\U+0641\U+064A \U+062F\U+0631 \U+0628\U+064A\U+0646 \U+0627\U+0632 \U+0622\U+062C\U+062F\U+0627\U+0631 \U+0628\U+0627 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0647\U+0627\U+0626\U+064A 3\U+0640 \U+0641\U+0648\U+0644\U+0627\U+062F \U+0645\U+0635\U+0631\U+0641\U+064A \U+062F\U+0631 \U+0642\U+0627\U+0628 \U+0633\U+0648\U+0644\U+0647 \U+0628\U+0627 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0646\U+0647\U+0627\U+0626\U+064A 4\U+0640 \U+067E\U+0648\U+0634\U+0634 \U+0645\U+064A\U+0644\U+06AF\U+0631\U+062F\U+0647\U+0627 \U+062F\U+0631 \U+0641\U+0648\U+0646\U+062F\U+0627\U+0633\U+064A\U+0648\U+0646 5 \U+0633\U+0627\U+0646\U+062A\U+064A\U+0645\U+062A\U+0631 \U+0645\U+064A \U+0628\U+0627\U+0634\U+062F.\U+0640 5\U+0640 \U+0645\U+0642\U+0627\U+0648\U+0645\U+062A \U+0645\U+062C\U+0627\U+0632 \U+062E\U+0627\U+0643 \U+0641\U+0631\U+0636 \U+0634\U+062F\U+0647 \U+0627\U+0633\U+062A.\U+0640 6\U+0640 \U+0627\U+0631\U+062A\U+0641\U+0627\U+0639 \U+067E\U+062F\U+0633\U+062A\U+0627\U+0644 \U+0628\U+0627 \U+062A\U+0648\U+062C\U+0647 \U+0628\U+0647 \U+0634\U+064A\U+0628 \U+0632\U+0645\U+064A\U+0646 \U+0628\U+064A\U+0646 25 \U+062A\U+0627 90 \U+0633\U+0627\U+0646\U+062A\U+064A\U+0645\U+062A\U+0631 \U+0645\U+062A\U+063A\U+064A\U+064A\U+0631 \U+0627\U+0633\U+062A.\U+0640 F2 5 5 5 F2 F2 TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=8 mm PL 400X90X10 mm (STIFF.) PL 571X90X10 mm (STIFF.) TH=12 mm PL 200X8 mm PL 200X8 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 400X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 930 mm C/C DET-B DET-B PL 400X90X10 mm (STIFF.) C A B 5 DET-A 5 PL 200X8 mm PL 200X8 mm DET-F TYPICAL FRAME AT LINE 2 SC=1:50 H H H H PL 200X12 mm PL 200X12 mm PL 200X12 mm PL 200X12 mm TH=8 mm TH=8 mm PL 200X10 mm PL 200X10 mm DET-D SC=1:50 COLUMN WEB TYPICAL FRAME AT LINE 2 SC=1:50 H H 1 B DET-E PL 400X90X10 mm (STIFF.) TH=8 mm TH=8 mm TH=8 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 TH=8 mm 5 5 5 5 5 TH=8 mm 5 5 TH=12 mm 5 5 TH=8 mm 5 5 TH=6 mm TH=8 mm PL 400X90X10 mm (STIFF.) TH=12 mm PL 200X8 mm PL 200X8 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 400X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 930 mm C/C DET-B PL 400X90X10 mm (STIFF.) C B 5 PL 200X8 mm PL 200X8 mm DET-F PL 200X12 mm PL 200X12 mm PL 200X12 mm PL 200X12 mm TH=8 mm TH=8 mm PL 200X10 mm PL 200X10 mm DET-D H H 1 B DET-E PL 400X90X10 mm (STIFF.) TH=8 mm TH=8 mm TH=8 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=8 mm PL 400X90X10 mm (STIFF.) 5 TH=6 mm PL 400X90X10 mm (STIFF.) B PL 200X8 mm PL 200X8 mm DET-F TH=8 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm TH=8 mm TH=6 mm 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 930 mm C/C DET-B PL 400X90X10 mm (STIFF.) B DET-F H H 1 B RAFTER WEB RAFTER WEB SIDE FRAMING SC=1:200 Z 180X60X3 @ 989 mm C/C d20 (ROOF BRACING) 5 5 5 5 5 2 1 3 4 5 90X90X4 mm STRUT 5 5 6 7 8 9 5 5 5 5 10 11 d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d20 (ROOF BRACING) d20 (ROOF BRACING) MIDDLE FRAMING SC=1:200 Z 180X60X3 @ 989 mm C/C d20 (ROOF BRACING) 5 5 5 5 5 2 1 3 4 5 90X90X4 mm STRUT 5 5 6 7 8 9 5 5 5 5 10 11 2d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d25 (SAID BRACING) d20 (ROOF BRACING) d20 (ROOF BRACING) 2d25 (SAID BRACING) 2d25 (SAID BRACING) 2d25 (SAID BRACING) SC=1:50 COLUMN WEB RAFTER WEB RAFTER WEB TH=6 mm TH=6 mm 5 5 5 5 5 5 5 PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C DET-B C DET-D 1 B PL 400X90X10 mm (STIFF.) PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 400X90X10 mm (STIFF.) TH=12 mm PL 200X8 mm PL 200X8 mm PL 200X12 mm TH=8 mm PL 200X10 mm PL 200X10 mm TH=8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm TH=6 mm PL 400X90X10 mm (STIFF.) C PL 200X12 mm PL 200X12 mm TH=8 mm DET-D PL 400X90X10 mm (STIFF.) TH=8 mm TH=8 mm PL 200X8 mm PL 200X8 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X12 mm DET-E B 1 B 5 SC=1:10 COLUMN BP. 5 5 5 5 5 5 5 5 HOLE=27 mm NO=4 M25 BOLT PL 450X250X12 mm PL 200X12 mm TH=8 mm HOLE=20 mm NO=3 M18 BOLT A 325 PL 200X12 mm 5 5 5 5 5 5 5 5 5 SECTION D-D SC=1:20 PL 200X12 mm TH=8 mm HOLE=20 mm NO=3 M18 BOLT A 325 PL 200X12 mm 5 5 5 5 5 5 5 5 5 D D SC=1:10 COLUMN BP. 5 5 5 5 5 5 5 5 HOLE=27 mm M25 BOLT PL 500X250X12 mm NO=4 PL 200X12 mm TH=8 mm PL 200X12 mm PL 200X12 mm PL 200X12 mm TH=8 mm TH=12 mm PL 200X10 mm PL 200X10 mm 1/2PL 90X90X10 mm PL 325X200X12 mm HOLE=22 mm NO=3X2 M20 BOLT A325 5 5 5 5 5 5 5 5 5 5 5 5 5 TOP OF FLANGE SC=1:10 DETAIL -E SC=1:10 TH=6 mm PL 400X90X10 mm (STIFF.) DETAIL -J SC=1:10 PL 200X6 mm PL 200X6 mm TH=8 mm TH=8 mm PL 200X8 mm PL 200X8 mm CORNER OF FLANGE SC=1:10 5 5 5 5 PL 635X200X12 mm 5 5 5 5 5 5 1/2PL 90X90X10 mm HOLE=22 mm NO=5X2 M20 BOLT A325 5 5 5 5 5 5 PL 677X90X10 mm (STIFF.) 1/2PL 150X150X10 mm 5 5 PL 150X150X10 mm 5 5 5 5 5 5 5 5 Z 180X60X3 @ 989 mm C/C 1/2PL 90X90X10 mm 5 5 5 5 HOLE=22 mm NO=5X2 M20 BOLT A325 TH=6 mm TH=6 mm PL 400X90X10 mm (STIFF.) DETAIL -F SC=1:10 CORNER OF FLANGE SC=1:10 PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm TH=8 mm 1/2PL 150X150X10 mm 5 5 PL 150X150X10 mm 5 5 5 5 5 5 5 5 Z 180X60X3 @ 989 mm C/C PL 200X8 mm PL 200X8 mm 1/2PL 90X90X10 mm 5 5 5 5 HOLE=22 mm NO=5X2 M20 BOLT A325 5 5 5 5 PL 635X200X12 mm 5 5 5 5 5 5 1/2PL 90X90X10 mm HOLE=22 mm NO=5X2 M20 BOLT A325 5 5 5 5 5 5 TH=6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 267X90X10 mm (STIFF.) 90X90X4 mm PL 427X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm TH=8 mm PL 400X90X10 mm (STIFF.) PL 571X90X10 mm (STIFF.) TH=12 mm PL 200X8 mm PL 200X8 mm TH=6 mm TH=6 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 TH=6 mm TH=6 mm PL 200X6 mm PL 200X6 mm PL 400X90X10 mm (STIFF.) 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 989 mm C/C PL 200X6 mm 5 5 Slope = 15% PL 200X6 mm PL 200X6 mm Z 180X60X3 @ 930 mm C/C DET-B DET-B PL 400X90X10 mm (STIFF.) C A B 5 DET-A 5 PL 200X8 mm PL 200X8 mm DET-F TYPICAL FRAME AT LINE 2 SC=1:50 H H H H PL 200X12 mm PL 200X12 mm PL 200X12 mm PL 200X12 mm TH=8 mm TH=8 mm PL 200X10 mm PL 200X10 mm DET-J H H 1 B DET-G PL 400X90X10 mm (STIFF.) TH=8 mm TH=8 mm TH=8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm PL 200X8 mm C C WP L=3450 mm DET-H M25 BOLT NO=4 HOLE=27 mm PL 300X250X12 mm 5 5 5 5 5 5 5 E E DETAIL -G SC=1:10 PL 200X12 mm TH=8 mm PL 200X12 mm PL 200X12 mm PL 200X12 mm TH=8 mm TH=12 mm PL 200X10 mm PL 200X10 mm SECTION E-E SC=1:20 5 PL 200X12 mm PL 200X12 mm PL 200X5 mm PL 187X6 mm PL 187X6 mm SECTION C-C SC=1:10 5 5 5 5 5 5 TH=12 mm PL 300X200X12 mm HOLE=17 mm NO=2 M16 BOLT 5 5 5 5 PL 300X168X12 mm 1/2PL 250X250X10 mm SECTION G-G SC=1:10 TH= 5 mm PL 187X6 mm PL 187X6 mm C C Z 180X60X3 @ 989 mm C/C 1/2PL 150X150X10 mm 5 5 DETAIL -B SC=1:10 PL 200X6 mm PL 200X6 mm PL 200X6 mm PL 200X6 mm TH=6 mm TH=6 mm PL 150X150X10 mm 5 5 5 5 5 5 5 5 PL 100X100X8 mm 5 5 5 5 5 5 90X90X4 mm PL 300X168X12 mm M14 BOLT NO=2 HOLE=16 mm 1/2PL 250X250X10 mm G G C C BEAM-1 BEAM-1 BEAM-1 BEAM-1 BEAM-1 BEAM-1 SC=1:50 5 5 5 5 5 5 1 B C B 3 1 2 1/2PL 100X100X10 mm PL 450X250X15 mm HOLE=22 mm NO=4X2 M20 BOLT A325 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BEAM PLAN IPE-200 TH=8 mm TH=8 mm PL 250X10 mm PL 250X10 mm PL 250X10 mm PL 250X10 mm PL 250X10 mm PL 250X10 mm PL 250X10 mm PL 250X10 mm L 100X100X10 mm IPE-200 PL 500X120X10 mm (STIFF.) PL 500X120X10 mm (STIFF.) CORNER OF FLANGE SC=1:10 DETAIL -C SC=1:10 A A PL 250X10 mm PL 500X120X10 mm (STIFF.) PL 500X120X10 mm (STIFF.) SECTION C-C BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM CONC.JOISTS CONC.JOISTS CONC.JOISTS CONC.JOISTS IPE 200 IPE 180 IPE 180

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, complete, DETAIL, details, DWG, saloon, sheet, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier

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