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11-1169-036B -7 VARIES BEAM SCHEDULE 1#5 Q. PRECAST LINTEL • BB -1 12' -0" 8 "x16" 1 #7 - COLUMN g� SIZE MASONRY BOND BOTTOM MIDDLE TOP SHEAR REMARKS - ELEV. 17 BxD REINF. REINF. REINF. REINF. 8 "06" 1 #7 - 1 17 MASONRY BOND BEAM (8) #3T 0 6" 13' -8" B -1 10' -0" - 8 "x20" 17 2 #6 - 2 #6 O.C. EA. END BB -5 15 -4" 8 "x16" 1#7 - 1 #7 #3T @ 10" O.C. BEAM BB -6 16' -4" 8 "x16" 1#7 - 1 17 BALANCE MASONRY BOND BEAM BB -7 16' -0" 8 "x16" 1 #7 - 1 17 (8) #3T 0 8" B -2 10' -0" BB -8 8 "x20" 8 "x16" 2 #6 - 2 #6 O.C. EA. END MASONRY BOND BEAM BB -9 17' -8" 8 "x8" - 1 #5 #3T ® 10" O.G. - PARAPET CAP BB -10 23' -0" 16 "x16" -2 #7 BALANCE -2 #7 PARAPET CAP @ TOWER (8) #3T E 8" B -3 10' -0" 8 "x20" 2 #6 - 2 #6 O.C. o.c. EA. END #3T 0 10" O.C. BALANCE (8) #3T A 8" B -4 10' -0" 8 "x20" 2 #6 - 2 #6 O.C. EA. END #3T A 10" O.C. BALANCE OVER D/T WINDOW - B -5 8' -8" 8 "x24" 2 #6 2 #5 2 #5 #3T 0 8. O.C. COORD. EXACT HEIGHT W/ SUPPLIER B -7 VARIES 8 "x8" - 1#5 Q. PRECAST LINTEL • BB -1 12' -0" 8 "x16" 1 #7 - 1 17 MASONRY BOND BEAM 88-2 13' -0" 8 "06" 1 #7 - 1 17 z _ MASONRY BOND BEAM BB -3 12' -8' 8 "06" 1 #7 - 1 17 MASONRY BOND BEAM BB -4 13' -8" 8 "x16" 1 #7 - 1 17 MASONRY BOND BEAM BB -5 15 -4" 8 "x16" 1#7 - 1 #7 MASONRY BOND BEAM BB -6 16' -4" 8 "x16" 1#7 - 1 17 MASONRY BOND BEAM BB -7 16' -0" 8 "x16" 1 #7 - 1 17 MASONRY BOND BEAM BB -8 17' -0" 8 "x16" 1 #7 - 1 17 MASONRY BOND BEAM BB -9 17' -8" 8 "x8" - 1 #5 - PARAPET CAP BB -10 23' -0" 16 "x16" -2 #7 - -2 #7 PARAPET CAP @ TOWER " i » cu I in E 73' -8" A _ 5 -Ow FF 50-Ow 5'-0 5F-Ow 5 -Ow 4#-Om 50-00 W-00 59-00 5 -0 5#—Ow 5 -o nA_A c „ ., ., - a _ ., r. r3kNA, 4 53.0 53.0 53.0 TOP OF PARAPET - Q Rf� BED Br nee l Bid B�, 17' -s" (U.O.N.) C 5X6.7 " r I (26' -4") c-,NJ N HSS 6x4x1/4 59- Tower Roof Plan 1 BOTTOM OF ELEVATION = MVO(TOP I OF BEAM : r � ■ t „ w. C 5x6.7 Q. v • i 0 va `a- co inLO vas (n� z _ C 5x6.7 C 5X6.7 " r I (26' -4") c-,NJ N HSS 6x4x1/4 59- Tower Roof Plan 1 BOTTOM OF ELEVATION = MVO(TOP I OF BEAM : r � ■ t „ w. Q. v • i • va • • r ii •