2621 ROCKEFELLER AVE 2019 Plans 2022-12-01

� ®10oty 321 011 22'®10" gp f_ f�. 2 AN SCALE: 1/8" e V-0" 22l q 0" am 51-011 0 51-011 TYPICAL FLOOR FRAMING PLAN NOTES: 1. REFER TO SHEET S3,1 FOR BEAM, COLUMN, JOIST, SHEAR WALL AND HOLDOWN SCHEDULES. 2, FLOOR SHEATHING SHALL RE 3/4" PLY OR 23/32" OSB WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 12" OC AT INTERMEDIATE FRAMING. FOR PLYWOOD LAYOUT AND NAILING REFER TO DETAIL 2/S5.1, 3. HEADERS AT EXTERIOR BEARING AND NON -REARING WALLS SHALL BE 48 DF#2 UNO WHERE MAXIMUM SPAN 6141 4, DOOR HEADERS AT INTERIOR REARING WALLS SHALL BE 46 DF#2 UNO MAXIMUM SPAN e 4'-0" S. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL RE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A REAM BELOW. 6, ALL DIAPHRAGMS UNBLOCKED UNO, 7. REFER TO SHEET S5.1 THRU S5,3 FOR TYPICAL FLOOR FRAMING DETAILS. INDICATES COLUMN BELOW AND BEAM SHALL BE CONTINUED OVER COLUMN, TYP. 9. FINISHED FLOOR ELEVATIONS PER ARCHITECT. CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. 10. ALL COLUMNS NOT OTHERWISE CALLED OUT SHALL BE Cl. SEE COLUMN SCHEDULE. PROVIDE SOLID BLOCKING IN JOIST SPACE BELOW ALL COLUMNS. TYPICAL HEADER SUPPOM (UN6)-- FRAMING EXTERIOR INTERIOR INTERIOR LEVEL (RO > TA") (RO :5 T-4") (1) FULL HT (1) FULL HT (1) FULL HT ROOF + (1) CRIPPLE + (1) CRIPPLE + (1) CRIPPLE 3RD (1) FULL HT (1) FULL HT (1) FULL HT + (1) CRIPPLE + (1) CRIPPLE + (1) CRIPPLE 2ND (1) FULL HT (1) FULL HT (1) FULL HT + (2) CRIPPLE + (2) CRIPPLE + (1) CRIPPLE NOTES: i, THE COLUMNS LISTED IN THE TABLE ABOVE SHALL BE PLACED IMMEDIATELY BELOW THE "FRAMING LEVEL" INDICATED. 2, HEADER SUPPORTS SHALL HAVE THE SAME GRADE OF LUMBER AS THE WALL IN WHICH THEY ARE LOCATED. 3. REFER TO TYPICAL ROOF PLAN NOTES FOR TYPICAL BEARING WALL HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS. WI4/20 a,3 ry DESIGN: DTR DRAWN: JEC CHECK: JGG JOB NO: 19399e 10 DATE: 12/23/ J 9 LAJ LLJ LLA IT— Ld SHEET: a @ H P Y a y