SCC-S2.2.01-Rev1-12-21-2009

Description

1 2 1 3 2.1 2 3 20' - 0" 4 4 20' - 0" 5 20' - 0" 20' - 0" 6 20' - 0" 5 7 6 8 20' - 0" 20' - 0" E 11' - 0" (TYP) 6 - PC 4 - PC 4 - PC 4 - PC A T .E. 6 - PC T.E. VARIES T.E. c a 8W5-48 GB - 4 j 1P FOR ENLARGE AREA SEE STAIR No. 2, 3 PLAN DETAIL SHEET S3.0.02 1P 8W5-48 GB - 3 FOR ELEVATOR AND STAIR PILE CAP SEE ENLARGE PLAN AT SHEET S3.0.02. METAL STAIR BY STAIR MANUFACTURER. b 4 - PC GB - 5 GB - 5 b FOR NON-BEARING WALL TOP CONNECTION REFER TO DETAILS E, N, AND O ON SHEET S3.1.00. 18 12 PROVIDE 1 #5 IN GROUTED CELL ADJACENT TO WALL OPENING. T.E . k ") (-1'-0 L 10 2 - PC GB - q 2 - PC q SIM 10 B G GB - C- 2 8W5-32 C2 8W5-32 C-2 2 - PC GB - 10 GB - 10 G B - 10 1 - PC (-3'-0") G B - 10 (-1'-0") 2 - PC GB - 1 0 GB - FOR ENLARGED AREA PLAN SEE SHEET S6.0.00 10 CENTER LINE OF GRADE BEAM 6" 1 2 - PC 10 8W5- C-2 2 - PC 19 2 - PC . . 20 PROFESSIONAL OF RECORD: W. RONALD HUNT DISCIPLINE: STRUCTURAL ENGINEERING REGISTRATION NO: 19689 2 C- GB (-1 - 1 '-0 0 ") 1 - PC (-3'-0") REFER TO NOTE 12 ON S0.1.00 FOR BUILDING DATUM NGVD ELEVATION. C-2 2" 1 - PC (-3'-0") 21 1 GB - 6 CENTERLINE OF PILE CAP 8W5-48 CENTER LINE OF GRADE BEAM STOREFRONT IN FRONT OF THE MASONRY WALL. DO NOT CONNECT STOREFRONT WITH THE CMU WALL. . GB - 6 C2 2" TC-3 20 C C GB - 11 2' - 0" m FOR TOP TIE COLUMN CONNECTION SEE DETAIL P/S3.1.00. m 8W5-48 GB - 9 (-1'-0") CENTER LINE OF WALL PROVIDE LADDER TYPE 9(GA) MASONRY REINFORCING EVERY COURSE (8" O.C.) AT EXTERIOR 8" BLOCK WALL FROM GROUND TO SECOND FLOOR ONLY. 17 -1 2 - PC 15 GB - 7 (-1'-0") 16 C 2 - PC GB - 11 GB - 6 GB 8 (-1'-0 ") 1 - PC (-3'-0") TC-1 PROVIDE 8"x12" TIE BEAM W/ 2 #5 TOP & BOTTOM AND #3 TIES @ 12" O.C. AT ELEVATION +10'-0". 15 19 -1 2 - PC -1 2 - PC (-3'-0") TC-1 14 6 - PC 4 8W5-48 1 6 - PC 1 - PC m 16 C 4 - PC 6 - PC 7' - 6" (TYP) GB - 5 GB - 9 (-1'-0") 17' - 0" ALL 8" MASONRY WALLS AND TIE COLUMNS IN THIS AREA ARE BEARING. 13 T.E. GB - 8 (-1'-0") 1 - PC (-3'-0") C 10 n TC-1 TOP OF GRADE BEAM ELEVATION EQUAL TO SLAB ELEVATION (SEE PLAN) UNLESS OTHERWISE NOTED THUS ( ). 11 4 - PC TC-1 6 ONE WAY CONCRETE SLAB W/ #6 @ 10" O.C. BOTTOM IN NORTH-SOUTH DIRECTION (PLACE BARS IN OUTER LAYER) AND #4 @ 12" O.C. TEMPERATURE. SEE PLAN FOR TOP REINFORCING AND SLAB THICKNESS. FOR SERVICE ELEVATOR PILE CAP SEE ENLARGE PLAN AT SHEET S3.0.02.