Stairs DWG Detail for AutoCAD

Structural Details

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

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Raw text data extracted from CAD file:

PROJET MANAGEMENT: ENGINEER: DRAFTSMAN: FILE N° DESCRIPTION APROVED NORTH UNITS SCALE DATE \T1.15;ENGINEERING\H1.1145x; S\H0.89727x;OLUTIONS \T1.15;ENGINEERING\H1.1145x; S\H0.89727x;OLUTIONS Rev. O Rev. A REVIEWS N° DATE PROYECT PLAN NAME DESCRIPTION DESIGNERS REVIEWS CAPTION NOTES LOCATION REFERENCES FILES 1 \A1;scale 1/2”-1′ \A1;may -25 – 2015 CLAY VILLA & OTTLEY’S ESTATE, TRINITY, ST. KITTS STAIRS DETAILS S-208 \A1;1′-0″ \A1;1′-0″ \A1;10″ \A1;10″ \A1;2′-0″ \A1;8″ \A1;1′-4″ \A1;10″ \A1;8″ \A1;1′-0″ \A1;10″ \A1;8″ \A1;1′-0″ \A1;1′-0″ \A1;8″ \A1;1′-0″ \A1;1′-0″ \A1;8″ \A1;2″ \A1;8″ \A1;8″ \A1;8″ \A1;8″ \A1;8″ \A1;10″ \A1;8″ \A1;8″ \A1;8″ \A1;8″ \A1;8″ \A1;1′-6″ \A1;6″ \A1;8″ \A1;1′-6″ \A1;6″ \A1;1′-6″ \A1;8″ \A1;8″ \A1;6″ \A1;1′-6″ \A1;10″ \A1;6″ \A1;1′-6″ \A1;10″ \A1;6″ \A1;4′-6″ \A1;1′-6″ \A1;1′-0″ \A1;6″ \A1;1′-6″ \A1;1′-0″ \A1;6″ \A1;1′-3″ \A1;8″ \A1;6″ \A1;1′-3″ \A1;6″ \A1;8″ \A1;1′-3″ \A1;10″ \A1;6″ \A1;1′-3″ \A1;10″ \A1;6″ \A1;1′-3″ \A1;10″ \A1;6″ \A1;4′-0″ \A1;7″ \A1;6\M+1814C-0\M+1814C\M+1814C (7 3/16\M+1814C\M+1814CX10) \A1;8\M+1814C-4\M+1814C\M+1814C(10\M+1814C\M+1814CX10) \A1;4′-0″ \A1;6″ \A1;6″ \A1;4′-2”(7 3/16”X7) \A1;4′-0″ \A1;5\M+1814C-0\M+1814C\M+1814C (10\M+1814C\M+1814CX6) \A1;1′-0″ \A1;1′-2″ \A1;6″ \A1;4′-0″ \A1;15′-10″ \A1;8′-6″ \A1;7′-5″ \A1;1′-2″ \A1;3′-10″ \A1;10″ \A1;7′-5″ \A1;5′-5″ \A1;7″ \A1;4′-0″ \A1;9′-7″ \A1;8′-6″ \A1;1′-2″ \A1;3′-10″ \A1;10″ \A1;5′-9″ \A1;4′-10″ \A1;9′-7″ \A1;10\M+1814C-5\M+1814C\M+1814C \A1;12\M+1814C-3\M+1814C\M+1814C \A1;8′-6″ \A1;1′-2″ \A1;10″ \A1;4′-0″ \A1;15′-10″ \A1;8′-6″ \A1;1′-2″ \A1;9′-7″ \A1;3′-10″ \A1;5′-9″ \A1;4′-10″ \A1;6″ \A1;6″ \A1;6″ \A1;1′-3″ \A1;6″ \A1;6″ \A1;9″ \A1;2″ \A1;1′-3″ \A1;10″ \A1;6″ \A1;2′-0″ \A1;6″ \A1;1′-8″ \A1;10″ \A1;6″ \A1;6″ \A1;6″ \A1;3″ [88mm] \A1;3′-10″ \A1;5′-9″ \A1;4′-10″ \A1;6″ \A1;6″ \A1;3″ [88mm] \A1;1′-4″ \A1;[395mm] \A1;10″ \A1;[253mm] C-1 5 5 \A1;SCALE 1”-1′ 5 5 4” 9” L=2′-8” #3 stirrups @ 8″ c/cs 4” 9” L=2′-8” 7#5 bars C-2 5 5 \A1;SCALE 1”-1′ 5 5 4” L=2′-4” 7#5 bars 7” 4” L=2′-4” 7” C-3 5 5 \A1;SCALE 1”-1′ 5 5 8#5 bars 4” 9” L=2′-8” 4” 9” L=2′-8” C-4 5 5 \A1;SCALE 1”-1′ 5 5 8#5 bars 4” 9” L=2′-8” 4” L=2′-4” 7” C-5 5 5 \A1;SCALE 1”-1′ 5 5 8#5 bars 8#3 stirrups @ 8″ c/cs 4” 9” L=2′-8” 4” 9” L=2′-8” C-6 5 5 \A1;SCALE 1”-1′ 5 5 8#5 bars 4” L=3′-4” 4” L=2′-4” 7” 5 1′-1” C-7 5 \A1;SCALE 1”-1′ 5 4” L=4′-8” 8#5 bars 4” 9” L=2′-8” 1′-9” C-8 \A1;SCALE 1”-1′ 5 L=2′-4” d¡am=7” 8#5 bars SECT 12-12 5 \A1;SCALE 1”-1′ 5” L=2′-2” 4#4 bars 5” #3 stirrups @ 8″ c/cs 5 (LINTEL OR BEAM AT 7′-0” FROM FLOOR LEVEL) block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs 4#5 bars #4 bars @ 12″ BOTH WAY #3 stirrups @ 8″ c/cs 5 5 SECT 13-13 5 FLOOR LEVEL #4 @ 12″ L=6′-8” 4#5 bars #4 bars @ 12″ BOTH WAY #3 stirrups @ 8″ c/cs 5 5 SECT 13´-13´ FLOOR LEVEL #4 @ 12″ L=6′-8” \A1;SCALE 1”-1′ \A1;SCALE 1”-1′ 4#5 bars #3 stirrups @ 8″ c/cs 5 SECT 14-14 FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 12″ L=3′-10” 4” 3’-6” 5 block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs 5 block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs 5 4#5 bars #3 stirrups @ 8″ c/cs 7” 1′-2” L=4′-0” 5 SECT 15-15 FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 12″ L=3′-10” 4” 3′-6” 5 5 4#5 bars #3 stirrups @ 8″ c/cs 5 SECT 16-16 FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 8″ L=8′-0” 5 5 5 #4 bars @ 12″ BOTH WAY #4 bars @ 12″ BOTH WAY #4 bars @ 12″ BOTH WAY #4 @ 8″ L=6′-6” #4 @ 8″ L=6′-6” 8#5 bars #3 stirrups @ 4″ c/cs 9” 1′-2” L=4′-4” 5 SECT 17-17 FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 12″ L=3′-10” 4” 3′-6” 5 5 #4 bars @ 12″ BOTH WAY 6#5 bars #3 stirrups @ 8″ c/cs 5 SECT 18-18 FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 12″ L=3′-10” 4” 3′-6” 5 5 #4 bars @ 12″ BOTH WAY 6#5 bars #3 stirrups @ 4″ c/cs 5” 1′-2” L=3′-8” 5 SECT 19-19 FLOOR LEVEL \A1;SCALE 1”-1′ See Section Stairs (Sheet S-204) 5 5 #4 bars @ 12″ BOTH WAY 7” 1′-2” L=4′-0” 5” 1′-2” L=3′-8” 5” 1′-2” L=3′-8” 5” 1′-2” L=3′-8” 6#5 bars #3 stirrups @ 4″ c/cs 5” 1′-2” L=3′-8” 5 SECT 19´-19´ FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 12″ L=4’-8” 5 #4 bars @ 12″ BOTH WAY 5 block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs 7#5 bars 5 SECT 20-20 (see stair 1) FLOOR LEVEL \A1;SCALE 1”-1′ 5 5 #4 bars @ 12″ BOTH WAY #3 stirrups @ 4″ c/cs 7” 1′-2” L=4′-0” 7#5 bars 5 SECT 20´-20´ FLOOR LEVEL \A1;SCALE 1”-1′ #4 @ 8″ L=4′-8” 5 5 #4 bars @ 12″ BOTH WAY #3 stirrups @ 4″ c/cs 7” 1′-2” L=4′-0” 7#5 bars 5 SECT 21-21 FLOOR LEVEL \A1;SCALE 1”-1′ 5 5 #4 bars @ 12″ BOTH WAY #3 stirrups @ 4″ c/cs 7” 1′-2” L=4′-0” #4 @ 12″ L=3′-10” 4” 3’-6” #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs #3 stirrups @ 8″ c/cs block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs 5 SEE SECT 8-8 5 6\M+1814C-0\M+1814C\M+1814C (7 3/16\M+1814C\M+1814CX10) 8\M+1814C-4\M+1814C\M+1814C(10\M+1814C\M+1814CX10) 5 5 DWG S-201 block wall filled with concrete mass f ‘ c = 3.5 ksi reinf. with # 4 bars @ 24″ c/cs 5 4′-2”(7 3/16”X7) 5 5\M+1814C-0\M+1814C\M+1814C (10\M+1814C\M+1814CX6) 5 STAIR 2 – SECTIONS \A1;ESC \S1#2;”-1′ 12# 4 bars @ 8″ c/cs FROM FOUNDATION 7# 4 bars @ 8″ # 4 bars @ 12″ 7# 4 bars @ 8″ 5 7# 4 bars @ 8″ 14# 4 bars @ 8″ FROM FLOOR SLAB # 4 bars @ 12″ 5 # 4 bars @ 12″ 5 SEE SECT 8-8 DWG S-201 SEE SECT 10-10 DWG S-201 COLUMN COLUMN 5 5 5 COLUMN 5 12# 4 bars @ 8″ c/cs FROM FOUNDATION 5 5 5 5 5 5 SEE SECT 10-10 DWG S-201 5 5 COLUMN 5 5 5 5 5 5 10\M+1814C-5\M+1814C\M+1814C 12\M+1814C-3\M+1814C\M+1814C \A1;FIRST LEVEL \A1;SECOND LEVEL STAIR 1 – SECTIONS \A1;ESC \S1#2;”-1′ 5 COLUMN 5 5 5 5 5 5 5 COLUMN 5 5 5 L=3′-4” L=3′-4” 3′-2” L=14′-8” 11′-6” 3′-2” L=4′-4” 1′-2” L=7′-2” 4′-9” L=11′-10” 7′-1” 7# 4 bars @ 8″ L=3′-6” 6# 4 bars @ 8″ 2′-6” L=13′-0” 10′-6” 5 # 4 bars @ 12″ L=3′-4” 6# 4 bars @ 8″ 3′-2” L=4′-4” 1′-2” # 4 bars @ 12″ L=7′-2” 6 #5 bars 7′-2” 6” L=7′-8” 15#3 bars @ 8” 11” L=3′-6” 7” 6# 4 bars @ 8″ 3′-2” L=4′-4” 1′-2” # 4 bars @ 12″ L=7′-2” 6 #5 bars 7′-2” 6” L=7′-8” 15#3 bars @ 8” 11” L=3′-6” 7” 6# 4 bars @ 8″ 2′-6” L=11′-4” 8′-10” # 4 bars @ 12″ L=3′-4” 6 #5 bars 7′-2” 6” L=7′-8” 15#3 bars @ 8” 11” L=3′-6” 7” # 4 bars @ 12″ L=7′-2” L=7′-2” 6 #4 bars @ 8″ L=12′-0″ #4bars @ 8″ 3′-10” L=12′-0” 6′-10” # 4 bars @ 12″ L=7′-2” 6 #5 bars 7′-2” 6” L=7′-8” 15#3 bars @ 8” 11” L=3′-6” 7” 5 5 4#4 bars 5 SECT 27-27 FLOOR LEVEL \A1;SCALE 1”-1′ 5 5 #4 bars @ 12″ BOTH WAY #3 stirrups @ 4″ c/cs 3” 1′-2” L=3′-4” SECT 20-20 SECT 19-19 SECT 21-21 SECT 20´´-20´´ SECT 19-19 SECT 21-21 5 5 12# 4 bars @ 8″ L=2′-0” #4 @ 12″ L=2′-10” 4” 2′-6” 7#5 bars 5 SECT 20´´-20´´ (see stair 1) FLOOR LEVEL \A1;SCALE 1”-1′ 5 5 #4 bars @ 12″ BOTH WAY #3 stirrups @ 4″ c/cs 7” 1′-2” L=4′-0” 12# 4 bars @ 8″ L=2′-0” #4 @ 12″ L=2′-10” 4” 2′-6” 7#4 @ 8″ L=6′-6” 7#4 @ 8″ L=6′-6” 5 5 SECT 14′-14′ (see stair 2) \A1;SCALE 1”-1′ 5 5 10 #5 bars #3 bars @ 8” 7” L=4′-6” 1′-5” #3 bars @ 8” 7” L=2′-10” 7” COLUMN SECTION \A1;ESC \S1#2;”-1′ 5 5 5 # 4 @ 12″ FROM BEAM 2′-6” 4” # 4 bars @ 12″ L=3′-4” L=2′-10” # 4 @ 12″ #4 bars @ 12″ BOTH WAY 5 1′-4” L=3′-4” 6 #4 bars @ 8″ L=12′-0″ 3′-10” L=12′-0” 6′-10” 1′-4” 9′-4” L=9′-8” 4” \A1;SECOND LEVEL 5 5 5 6 #4 bars @ 8″ L=12′-0″ #4bars @ 8″ 3′-10” L=12′-0” 6′-10” # 4 bars @ 12″ L=7′-2” 5 SECT 20-20 SECT 19-19 SECT 21-21 5 # 4 @ 12″ FROM BEAM 2′-6” 4” # 4 bars @ 12″ L=3′-4” L=2′-10” # 4 @ 12″ #4 bars @ 12″ BOTH WAY 5 1′-4” L=3′-4” 6 #4 bars @ 8″ L=12′-0″ 3′-10” L=12′-0” 6′-10” 1′-4” 9′-4” L=9’-8” 4” 5 5 # 4 @ 12″ # 4 @ 12″ See Section Stairs (Sheet S-204)