Bleachers – Gradas DWG Block for AutoCAD

STRUCTURAL DESIGN OF Blechers – gradas

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

roof plan, la ceiba public housing, m.p.r., f. lazo, bleachers, x-x, scale:, section, titulo, scale, engineers p. s. c., www.rayae.com, ray architects, san juan, engineers, ray, job, chk., date, subject, sheet, l of hss, embedding mortar, slope, typ., metal deck, floor plan

Raw text data extracted from CAD file:

1 ROOF PLAN SCALE: 3/16″=1′-0″ LA CEIBA PUBLIC HOUSING M.P.R. F. Lazo 2008.06.25 2008.06.25 . BLEACHERS . 9 11 0 A-000 XX X-X SCALE: SECTION XX X-X SCALE: SECTION \A1;3″ \A1;6″ \A1;3″ \A1;1′-0″ \A1;3″ \A1;6″ \A1;3″ \A1;1′-0″ \A1;3″ \A1;3″ \A1;2′-6″ x 2′-6″ \A1;2′-6″ \A1;1′-0″ \A1;2′-0″ (MIN.) \A1;(4) EQUAL SPACES TITULO SCALE \A1;\S1#2;” \A1;1\S1#2;” \A1;7″ \A1;\S1#2;” \A1;1\S1#2;” \A1;\S1#2;” \A1;1\S1#2;” \A1;7″ \A1;\S1#2;” \A1;1\S1#2;” FAX 787-723-5445 P. R. 00936-3443 ENGINEERS P. S. C. TEL 787-725-5252 WWW.RAYAE.COM P. O. BOX 363443 RAY ARCHITECTS SAN JUAN ENGINEERS D /B /A RAY JOB BY CHK. DATE DATE SUBJECT SHEET OF LA CEIBA PUBLIC HOUSING M.P.R. F. Lazo 2008.06.25 2008.06.25 . BLEACHERS . 11 11 LA CEIBA PUBLIC HOUSING M.P.R. F. Lazo 2008.06.25 2008.06.25 . BLEACHERS . 10 11 1 10 1/2″ = 1′-0″ SECTION 1 2 3 A B 4 1 2 3 A B 4 1 2 1″=1′-0″ SECTION 1/2″=1′-0″ C L OF HSS 5 5 5 5 5 5 5 5 C L OF HSS C L OF HSS SECTION 1 2 5 5 <> x 2′-6″ <> 5 <> (MIN.) #4 @ 6″ (STIRRUPS) (4) #4 EMBEDDING MORTAR (4) #3 x 27″ LG. WELDED TO HSS 4″d GALVANIZED PIPE EMBEDED INTO FOOTING (4) #5 (T & B) (4) #5 (T & B) 4″d GALVANIZED PIPE EMBEDED INTO FOOTING 0.06 POLYETHYLENE MEMBRANE #4 @ 6″ (STIRRUPS) \A1;FIN. GRADE 3/4″=1′-0″ 4 #4 2 10 1″=1′-0″ SECTION C6x8.2 SURFACE SHALL BE CLEANED, ROUGHENED AND TREATED W/ CONCRESIVE 1090 LIQUID BY MASTER BUILDERS (TYP.) EXIST. SLAB & REINF. TO REMAIN (TYP.) #4 @ 12″ \A1;HSS 8″x 4″x \S1#8;” \A1;HSS 8″x 4″x \S3#8;” \A1;HSS 8″x 4″x \S3#8;” \A1;HSS 6″x 3″x \S1#8;” \A1;HSS 6″x 3″x \S1#8;” \A1;HSS 6″x 3″x \S1#8;” \A1;HSS 6″x 3″x \S1#8;” \A1;HSS 6″x 3″x \S1#8;” \A1;HSS 6″x 3″x \S1#8;” C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 \A1;HSS 8″x 4″x \S1#8;” ROOF METAL DECK TYPE B, GAGE 20 SLOPE SLOPE (4) EQUAL SPACES A 10 3/4″=1′-0″ SECTION 5 5 5 5 5 5 5 5 5 5 2″ NON-SHRINKAGE NON-METALLIC GROUT (4) 1/2″d HILTI KWIK BOLT II 304 EXPANSION ANCHORS (4″ MIN. EMBED.) 4″d GALVANIZED PIPE EMBEDED INTO FOOTING 4″d GALVANIZED (TYP.) A 10 \A1;P 10″x 10″x \S3#8;” L \A1;HSS 8″x 4″x \S1#8;” TYP. 2 10 METAL DECK \A1;HSS 6″x 3″x \S1#8;” TYP. METAL DECK \A1;HSS 6″x 3″x \S1#8;” L \A1;P 5″x 8″x \S1#2;” 4″d GALVANIZED TYP. TYP. 1 11 4 11 2 11 3 10 3 11 1 11 1″=1′-0″ SECTION \A1;HSS 6″x 3″x \S1#8;” TYP. METAL DECK L \A1;P 5″x 8″x \S1#2;” 4″d GALVANIZED TYP. 2 11 1″=1′-0″ SECTION 3 10 1″=1′-0″ SECTION C6x8.2 \A1;HSS 8″x 4″x \S1#8;” TYP. METAL DECK C6x8.2 TYP. L \A1;P 5″x 8″x \S1#2;” TYP. TYP. \A1;HSS 8″x 4″x \S1#8;” \A1;HSS 8″x 4″x \S1#8;” \A1;HSS 8″x 4″x \S1#8;” \A1;HSS 6″x 3″x \S1#8;” 4″d GALVANIZED L \A1;P 5″x 8″x \S1#2;” TYP. TYP. \A1;HSS 6″x 3″x \S1#8;” 4″d GALVANIZED 3 11 1″=1′-0″ SECTION 3 11 1″=1′-0″ SECTION METAL DECK METAL DECK 1 10 1 10 C6x8.2 \A1;HSS 6″x 3″x \S1#8;” TYP. \A1;HSS 8″x 4″x \S1#8;” FLOOR PLAN SCALE: 3/16″=1′-0″ LA CEIBA PUBLIC HOUSING M.P.R. F. Lazo 2008.06.25 2008.06.25 . BLEACHERS . 8 11