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FRAMING LEGEND <br />FRAMING NOTES <br />INDICATES 2X ROOF RAFTER OR MANUFACTURED TRUSS @ 24" O.C. <br />INDICATES 2X CEILING JOIST <br />INDICATES POST OR TRIMMER <br />BEAM NUMBER "#" PER CALCULATIONS <br />INDICATES 2X FLOOR JOISTS @ 16" O.C. U.N.O. WITH 3/4" THICK <br />FLOOR SHEATHING AS SPECIFIED ON SHEET S0. <br />X HEADER OR DROP BEAM PER PLAN <br />X FLUSH BEAM PER PLAN <br />DETAIL NUMBER <br />DETAIL SHEET NUMBER <br />FJ <br />CJ <br />RR <br />1.THE SPECIFICATIONS, GENERAL NOTES ON SHEET S-0, GENERAL STRUCTURAL DETAILS <br />ON STRUCTURAL DETAIL SHEETS AND THE FOLLOWING APPLY TO THE WORK OF THE <br />ROOF FRAMING <br />2.CONTRACTOR SHALL CHECK ROOF FRAMING DIMENSIONS AGAINST THE <br />ARCHITECTURAL PLAN AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY <br />OMISSIONS AND/OR DISCREPENCIES BEFORE STARTING WORK. <br />3.ALL WALLS ARE TO BE 2x4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. <br />4.SEE ARCHITECTURAL PLANS FOR LOCATIONS OF 2x6 PLUMBING WALLS. <br />5.BEARING HEADERS SPANNING 8'-0" OR MORE SHALL HAVE AT LEAST 2-2x TRIMMER <br />CONTINUOUS TO THE SOLE PLATE AND 2-2X KING STUDS, U.O.N. ALL SHEAR <br />CONNECTORS AND BLOCKING AT PLATE LEVEL MUST BE INSTALLED <br />6.PRIOR TO THE INSTALLATION OF ROOF SHEATHING. <br />7.ROOF SHEATHING SHALL BE AS SPECIFIED ON SHEET S-0. <br />8.INTERIOR NON-BEARING WALL TOP PLATE SHALL BE 1x4 OVER 2x4. <br />9.BALLOON FRAME INDICATES WALL CONT. FROM SILL PLATE TO TOP PLATE DIRECTLY <br />BELOW ROOF SHTG. <br />10.FOR ALL CS COILED STRAPS USE 8d NAILS ON EVERY OTHER NAIL HOLE. <br />11.TOP PLATES AT ALL FRAMING LEVELS SHOULD BE SPLICED PER DETAIL, U.N.O. ON <br />PLANS. <br />12.USE SIMPSON LUS HANGER FOR FLOOR JOIST TO FLUSH BEAM CONNECTION U.N.O. <br />13.USE SIMPSON FULL DEPTH HU-HANGER (MAX - FILL ALL HOLES INCLUDING TRIANGLE <br />HOLES) FOR BEAM TO BEAM CONNECTIONS, U.N.O. <br />NEW CEILING FRAMING <br />EXISTING FRAMING TO REMAIN <br />FRAMING SCHEDULE <br />(E) <br />362S162-33 CFS CEILING JOISTS @ 16" O.C.C1 <br />1A CONT. 362T125-43 CFS CEILING BEAM , TYP. <br />(E) 2X4 ACT CEILING @ 12'-10" AFF. V.I.F. <br />(E) W.I.C. CEILING @ 8'-6" <br />(E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. <br />(E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. <br />(E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. <br />(E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. <br />(E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. <br />(E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. <br />(E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. <br />(E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. <br />(E) 2X4 ACT CEILING @ 9'-9" AFF. V.I.F. <br />(E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. <br />(N) DRYWALL CEILING @ 8'-11" AFF. V.I.F. <br />(E) TYPE-1 HOOD <br />L4 <br />L4 <br />L4 L4 <br />L4 L4 <br />L4 <br />L4 <br />L4 <br />L4 <br />L4 <br />L1L1 <br />L1 <br />L1 <br />L1 <br />L1 <br />L1L1 <br />L1 <br />L1 <br />L1L1 <br />L1 <br />L1 <br />L1 <br />L1 <br />L1 <br />L2L2 <br />L1 <br />L2 <br />L2 <br />L2 <br />L2 <br />L1 L1 <br />L1 L2 <br />L2 <br />L1 <br />L1 <br />L1 <br />L2 <br />L2 <br />L2 <br />L3 <br />L1 <br />L3 <br />L3 <br />L3 <br />L3 <br />L3 <br />L3 <br />L4 <br />L4 <br />L4 <br />L4 <br />L1 <br />L4 <br />L5 <br />L6 <br />L6 <br />L6 <br />L6 <br />L6 <br />L6 <br />L6 L6 <br />L6L6 <br />L6 <br />L6 <br />(N) STAFF <br />ROOM <br />(E) ADA <br />RESTROOM <br />(E) WALK IN <br />COOLER <br />(E) KITCHEN <br />(N) DISPLAY <br />AREA <br />(N) SERVICE <br />(N) DINING <br />AREA <br />(N) DINING <br />AREA <br />1A <br />1A <br />1A <br />1A <br />1A <br />1A <br />PERARCH.PE <br />R <br />AR <br />C <br />H <br />. <br />PERARCH. <br />PE <br />R <br />AR <br />C <br />H <br />. <br />PERARCH. <br />1A <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />R <br />O <br />O <br />F <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />C1 <br />(B <br />. <br />O <br />. <br />B <br />= <br />9 <br />' <br />- <br />0 <br />" <br />) <br />C1 <br />(B.O.B=9'-0") <br />C1 <br />(B.O.B=9'-0") <br />3 <br />S-1 <br />1 <br />S-1 <br />2 <br />S-1 <br />TYP. <br />TYP. <br />TYP. <br />PROPOSED CEILING FRAMING PLAN <br />SCALE 1/4"=1'-0" <br />- <br />DRAWN: <br />DATE: <br />SCALE: <br />JOB NO. <br />REVISIONS <br />AS NOTE <br />03/15/2026 <br />26033 <br />J.C. <br />DE <br />Y <br />I <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />S <br />, <br /> <br />I <br />N <br />C <br />39 <br />4 <br />3 <br /> <br />I <br />R <br />V <br />I <br />N <br />E <br /> <br />B <br />L <br />V <br />D <br />. <br /># <br />7 <br />6 <br />5 <br /> I <br />R <br />V <br />I <br />N <br />E <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />0 <br />2 <br /> 9 <br />4 <br />9 <br />- <br />6 <br />5 <br />6 <br />- <br />6 <br />1 <br />3 <br />4 <br />JU <br />N <br />F <br />E <br />I <br />. <br />C <br />H <br />E <br />N <br />@ <br />D <br />E <br />Y <br />I <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />S <br />. <br />C <br />O <br />M <br />- <br />LY <br />N <br />N <br />K <br />O <br /> <br />B <br />A <br />K <br />E <br />R <br />Y <br />2 <br />H <br />U <br />T <br />T <br />O <br />N <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />D <br />R <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />FRAMING PLAN <br />S-1 <br />CONNECTION DETAIL <br />CFS STUD WALLS <br />WHERE OCCURS <br />CFS CEILING JOISTS <br />PER PLAN <br />CONT. 362T125-33 CFS <br />TRACK w/ #10 SMS EA. SIDE <br />(2)#10 SELF TAPPING <br />CREWS TO EA. STUD <br />AT STUD WALL <br />CFS CEILING JOISTS <br />PER PLAN <br />CONC. / CMU WALL <br />WHERE OCCURS <br />CONT.362T125-33 TRACK W/ (2) <br />HILTI X-U 0.157"Ø X 1.0" MIN. <br />EMBED. SHOT PIN @ 12" O.C. <br />W/ WASHER (ESR-2269) <br />AT CONC. WALL <br />(2)#10 CREWS EA. SIDE <br />GYP. PER ARCH.GYP. PER ARCH. <br />1", TYP. <br />1", TYP. <br />CEILING CONNECTION DETAIL <br />(E) PLY. SHEATHING <br />362S162-33 BRACING <br />@ 8'-0" O.C, TYP. <br />362S162-33 CFS STUD <br />WALLS @ 24" O.C. <br />CFS CEILING JOISTS <br />PER PLAN <br />GYP. PER ARCH <br />7'-0" MAX. <br />CONT. 362T125-43 CFS <br />BOTT. TRACK w/ #10 SMS <br />EA. SIDE STUD <br />(2)#10 SELF TAPPING <br />CREWS, TYP. <br />(3)#10 SELF TAPPING SCREWS, TYP. <br />(3)#10 SELF TAPPING SCREWS, TYP. <br />1 <br />1 <br />(E) JOISTS WHERE OCCURS <br />(3)#10 SCREWS TO BLK'G <br />(N) 2x BLK'G @ 24" O.C. <br />w/ (4) 16d's NAILS EA. END <br />SOFFIT DETAIL <br />362S162-33 BRACING <br />@ 48" O.C,TYP.(3)#10 SELF TAPPING <br />SCREWS, TYP. <br />(2)#10 SELF TAPPING <br />CREWS, TYP. <br />CONT. 362T125-43 CFS BOTT. <br />TRACK w/ #10 SMS EA. SIDE STUD <br />(E) CEILING SYSTEM <br />WHERE OCCURS <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br />GYP. PER ARCH CFS CEILING JOISTS <br />PER PLAN <br />CONT. 20GA TRACK <br />w/ #10 SMS EA. SIDE <br />362S162-33 CFS STUD <br />WALLS @ 24" O.C. <br />1 <br />1 <br />CONT. 362T125-33 CFS <br />BOTT. TRACK <br />SEE DETAIL 3/S-1 <br />(N) 2x BLK'G @ 24" O.C. <br />w/ (4) 16d's NAILS EA. END <br />2 <br />1 3 <br />EXP. DATE: 09/30/2026