Autocad Peb DWG Detail for AutoCAD

details of peb framework. autocad peb

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

job no., building name, customer, jobsite location, drawing title, dwg. no., building no, project name, factory, mabani steel, rak, cross section, rev., description, drn, chk, dsn, date, issued for approval, ran, rmk, bha, issued for approval, inside fl., outside fl., eave ht., girt spacing, web, balance, member length, purlin spacing, r.f. column, stiffener plt, r.f. rafter

Raw text data extracted from CAD file:

JOB NO. BUILDING NAME CUSTOMER JOBSITE LOCATION DRAWING TITLE : : : : : DWG. No. : BUILDING NO PROJECT NAME : AE1-0001 01 FACTORY FACTORY MABANI STEEL RAK CROSS SECTION E01 REV. DESCRIPTION DRN CHK DSN DATE 0 01-JAN-11 Issued For Approval RAN RMK BHA \A1;200 \A1;100 \A1;50 \A1;50 \A1;610 \A1;50 \A1;100 \A1;50 \A1;100 \A1;310 \A1;200 \A1;100 \A1;50 \A1;50 \A1;530 \A1;50 \A1;100 \A1;50 \A1;100 \A1;230 \A1;1500 \A1;4000 \A1;3100 + 3 @ 1500 + 530 \A1;180 X 10 \A1;300-700 X 5 \A1;180 X 8 \A1;8130 \A1;7300 \A1;3100 + 3 @ 1500 + 530 \A1;6000 \A1;180 x 6 \A1;400 x 5 \A1;180 x 8 \A1;BALANCE \A1;180 X 10 \A1;(700-400 X 5) \A1;180 X 8 \A1;BALANCE + 1000 + 7 @ 1500 + 300 \A1;6000 \A1;180 x 6 \A1;400 x 5 \A1;180 x 8 \A1;BALANCE \A1;180 X 10 \A1;(400-700 X 5) \A1;180 X 8 \A1;300 + 7 @ 1500 + 1000 + BALANCE \A1;24794 OUT TO OUT OF STEEL LINE \A1;24078 CENTER TO CENTER OF STEEL COLUMN \A1;358 \A1;358 \A1;3100 + 3 @ 1500 + 530 \A1;180 X 8 \A1;300-600 X 5 \A1;180 X 6 \A1;8130 \A1;7394 \A1;24794 OUT TO OUT OF STEEL LINE \A1;24078 CENTER TO CENTER OF STEEL COLUMN \A1;358 \A1;358 \A1;6000 \A1;180 x 6 \A1;300 x 5 \A1;180 x 6 \A1;BALANCE \A1;180 X 6 \A1;(600-300 X 5) \A1;180 X 6 \A1;BALANCE + 1000 + 7 @ 1500 + 300 \A1;6000 \A1;180 x 6 \A1;300 x 5 \A1;180 x 6 \A1;BALANCE \A1;180 X 6 \A1;(300-600 X 5) \A1;180 X 6 \A1;300 + 7 @ 1500 + 1000 + BALANCE \A1;3100 + 3 @ 1500 + 530 \A1;180 X 8 \A1;300-600 X 5 \A1;180 X 6 \A1;8130 \A1;100 \A1;910 \A1;100 \A1;305 \A1;305 \A1;100 \A1;50 \A1;200 \A1;100 \A1;810 \A1;100 \A1;100 \A1;50 \A1;200 \A1;510 \A1;50 \A1;50 \A1;100 \A1;50 \A1;50 \A1;510 \A1;50 \A1;100 \A1;50 \A1;100 \A1;210 \A1;200 \A1;180 X 10 \A1;300-700 X 5 \A1;180 X 8 \A1;8130 \A1;2@675+150 – B01 – – – – RIGID FRAME ELEVATION AT GL-1 TO 12 GA01 0 09-06-2012 ISSUED FOR APPROVAL – – – SP1 SP1 BOLT DIA : 20 MMd PLATE THK. : 12MM 200 100 50 50 610 50 100 50 100 310 SP1 BOLT DIA : 20 MMd PLATE THK. : 12MM 200 100 50 50 530 50 100 50 100 230 5 4000 SP-5 3M BRICKWALL (BY OTHERS) 3100 + 3 @ 1500 + 530 180 X 10 300-700 X 5 180 X 8 5 INSIDE FL. OUTSIDE FL. EAVE HT. GIRT SPACING WEB 7300 CLEAR +/- WEB = (200-350)X5 FLANGE = 125X6 3100 + 3 @ 1500 + 530 INSIDE FL. OUTSIDE FL. EAVE HT. GIRT SPACING WEB 6000 180 x 6 400 x 5 180 x 8 BALANCE 180 X 10 (700-400 X 5) 180 X 8 BALANCE + 1000 + 7 @ 1500 + 300 OUTSIDE FL. INSIDE FL. WEB MEMBER LENGTH PURLIN SPACING 10.0 100 6000 180 x 6 400 x 5 180 x 8 BALANCE 180 X 10 (400-700 X 5) 180 X 8 300 + 7 @ 1500 + 1000 + BALANCE OUTSIDE FL. INSIDE FL. WEB MEMBER LENGTH PURLIN SPACING 10.0 100 3M BRICKWALL (BY OTHERS) SP-1 SP-2 SP-2 SP-2 SP-1 24794 OUT TO OUT OF STEEL LINE 24078 CENTER TO CENTER OF STEEL COLUMN 358 358 E A RIGID FRAME ELEVATION (GL-2 TO 11) DENOTES FLANGE BRACE L50X50X3 3M BRICKWALL (BY OTHERS) 3100 + 3 @ 1500 + 530 180 X 8 300-600 X 5 180 X 6 5 INSIDE FL. OUTSIDE FL. EAVE HT. GIRT SPACING WEB 7394 CLEAR +/- 24794 OUT TO OUT OF STEEL LINE 24078 CENTER TO CENTER OF STEEL COLUMN 358 358 E A 3M BRICKWALL (BY OTHERS) 6000 180 x 6 300 x 5 180 x 6 BALANCE 180 X 6 (600-300 X 5) 180 X 6 BALANCE + 1000 + 7 @ 1500 + 300 OUTSIDE FL. INSIDE FL. WEB MEMBER LENGTH PURLIN SPACING 10.0 100 6000 180 x 6 300 x 5 180 x 6 BALANCE 180 X 6 (300-600 X 5) 180 X 6 300 + 7 @ 1500 + 1000 + BALANCE OUTSIDE FL. INSIDE FL. WEB MEMBER LENGTH PURLIN SPACING 3100 + 3 @ 1500 + 530 180 X 8 300-600 X 5 180 X 6 5 INSIDE FL. OUTSIDE FL. EAVE HT. GIRT SPACING WEB SP-3 SP-4 SP-4 SP-4 SP-3 10.0 100 RIGID FRAME ELEVATION (GL-1 & 12) DENOTES FLANGE BRACE L50X50X3 R.F. COLUMN STIFFENER PLT R.F. RAFTER 100 910 100 305 305 100 50 200 BOLT DIA : 24 MMd PLATE THK. : 16MM SP1 R.F. COLUMN STIFFENER PLT R.F. RAFTER 100 810 100 100 50 200 BOLT DIA : 20 MMd PLATE THK. : 12MM 510 50 50 SP1 BOLT DIA : 20 MMd PLATE THK. : 12MM 200 100 50 50 510 50 100 50 100 210 180 X 10 300-700 X 5 180 X 8 5 2@675+150 1 20-06-2012 ISSUED FOR APPROVAL – – –