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NEW SVZ THICKNESS - SEE FLUTE REINFORCING PLAN NOTE 2 SEE 4 /Sf METAL DECK TACK WELD ANGLE TO BEAM DURING ERECTION W6x20 SHORING AT V -3" O.C. GENERAL, NOTES FOR COATING STEEL REQUIREMENTS EXISTING SLAB DEPTH - VARIES * r 8" 1, -0" EXISTING OPENIN - SEE PLAN MIN. MIN. OPENING COVER � TYPICAL ALAS s1 sl 45 AT 18" O.C. TRANSVERSE SLAB REINFORCING - SEE 4 /St EINFORCING - LENGTH ORIENTED NORTH -SOUTH vNig`� n i 6NZ , THOROUGHLY CLEM ALL EXISTING CONCRETE SURFACES THAT RECEIVE NEW CONCRETE OF ALL GREASE. OIL AND DIRT TWO 110 PER FLUTE ONE flV rkrc rwIc EXISTING SLAB FLUTE SLAB REINFORCING — TYPICA 3 TYPICAL SLAB SECTION ABOVE EXISTING SLAB 4 % f" 1' -0" St St NOTES: 1. REINFORCE SLABS LOCATED ENTIRELY BETWEEN GRIDS A tY 8 51 5t WITH f l0 AT 12" O.C. - USE ONE #10 PER DECK FLUTE, WHERE DECK OCCURS. SEE 4/S2 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS AT PILASTERS. 2. REINFORCING AT ALL OTHER SLABS TO BE e� f10 AT 6" O.C. - USE TWO fl0 PER DECK FLUTE, �a� WHERE DECK OCCURS. ARE TO BE FIELD LD VERIFIED PRIOR TO MATERIAL CONSTRUCTION. 4. SEE GENERAL NOTES, SHEET S2, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 5. FOR RANDOM SMALL OPENINGS, (WIDTH LESS THAN V -01. PLACE 3"x22 GAGE METAL DECK OVER OPENING BEFORE PIJ+C)NG CONCRETE. 6. DECK S2 FIOR PARTIAL PALAN ATMT.O.C.I DIMENSION OPENING 7 CS2IREPDXY COATING"NEWI STALLLPER MNAANR�CTURER*S RECOMME 17ATIONS. J.C. BAUR Asstzcr LIES INC. Cammim Epfil7l -M 1710 14iR sww. � 10, CWmW F CMUM, awmm if own. flee aoa u» *a�es room COtLYe d. 0d ..ue hr 0�tetla'e lftwt In. 00.1 or le0 '• rRU�ccr: WILL USH RE MO= f 0c.. 03/ibJOt mulm: r7WCCt.T:6: DRt'1'�'Q4fi '1t19£: EPLAN ARD '� DLL AI 9=. ROW "=or NO. is DUTWO 110. sl IIN°u�Blq[111RiplIB 21255 1 NEW SVZ THICKNESS - SEE FLUTE REINFORCING PLAN NOTE 2 SEE 4 /Sf METAL DECK TACK WELD ANGLE TO BEAM DURING ERECTION W6x20 SHORING AT V -3" O.C. GENERAL, NOTES FOR COATING STEEL REQUIREMENTS EXISTING SLAB DEPTH - VARIES * r 8" 1, -0" EXISTING OPENIN - SEE PLAN MIN. MIN. OPENING COVER � TYPICAL ALAS s1 sl 45 AT 18" O.C. TRANSVERSE SLAB REINFORCING - SEE 4 /St EINFORCING - LENGTH ORIENTED NORTH -SOUTH vNig`� n i 6NZ , THOROUGHLY CLEM ALL EXISTING CONCRETE SURFACES THAT RECEIVE NEW CONCRETE OF ALL GREASE. OIL AND DIRT TWO 110 PER FLUTE ONE flV rkrc rwIc EXISTING SLAB FLUTE SLAB REINFORCING — TYPICA 3 TYPICAL SLAB SECTION ABOVE EXISTING SLAB 4 % f" 1' -0" St St NOTES: 1. REINFORCE SLABS LOCATED ENTIRELY BETWEEN GRIDS A tY 8 51 5t WITH f l0 AT 12" O.C. - USE ONE #10 PER DECK FLUTE, WHERE DECK OCCURS. SEE 4/S2 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS AT PILASTERS. 2. REINFORCING AT ALL OTHER SLABS TO BE e� f10 AT 6" O.C. - USE TWO fl0 PER DECK FLUTE, �a� WHERE DECK OCCURS. ARE TO BE FIELD LD VERIFIED PRIOR TO MATERIAL CONSTRUCTION. 4. SEE GENERAL NOTES, SHEET S2, FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 5. FOR RANDOM SMALL OPENINGS, (WIDTH LESS THAN V -01. PLACE 3"x22 GAGE METAL DECK OVER OPENING BEFORE PIJ+C)NG CONCRETE. 6. DECK S2 FIOR PARTIAL PALAN ATMT.O.C.I DIMENSION OPENING 7 CS2IREPDXY COATING"NEWI STALLLPER MNAANR�CTURER*S RECOMME 17ATIONS. J.C. BAUR Asstzcr LIES INC. Cammim Epfil7l -M 1710 14iR sww. � 10, CWmW F CMUM, awmm if own. flee aoa u» *a�es room COtLYe d. 0d ..ue hr 0�tetla'e lftwt In. 00.1 or le0 '• rRU�ccr: WILL USH RE MO= f 0c.. 03/ibJOt mulm: r7WCCt.T:6: DRt'1'�'Q4fi '1t19£: EPLAN ARD '� DLL AI 9=. ROW "=or NO. is DUTWO 110. sl IIN°u�Blq[111RiplIB 21255