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L _ — <br />KEYNOTE <br />LEGEND FOR DETAIL <br />#5 IN CELL <br />POURED SOLID <br />KEYNOTE <br />ANNOTATION <br />G <br />ENTRY PITCH <br />ENTRY PITCH 0.. 6X6 P.T. WD <br />CONCRETE SLABS ON GRADE SHALL BE <br />1/8" PER FT 6X6 P.T. WD <br />1/8" PER FT o POST OR U.N.O. <br />PROVIDED WITH JOINTS IN ACCORDANCE WITH <br />20" MIN. LAP <br />POST OR U.N.O. <br />SIMPSON ABU66 <br />1O <br />ACI 224.3R OR OTHER APPROVED METHODS. <br />FILLED CELLS <br />LANAI PITCH SIMPSON ABU66 <br />< OR U.N.O. <br />JOINTS ARE ONLY REQUIRED IN UNREINFORCED <br />1" IN 12'-0" OR U.N.O. <br />16" SQ CMU <br />PLAIN CONCRETE SLABS THAT COMPLY WITH <br />a <br />F.B.C. 2007, RES., SEC. R506.2.5 <br />#3 OR #4 REINFORCING BAR <br />All <br />GRADE <br />BASE FILLED <br />SOLID W/ #5 <br />#3 & #4 LAP SPLICE <br />a ` " ' ° <br />p D D = <br />a (2) <br />a <br />° D <br />ELEV AT 0'-0" a a BARS CONT <br />1 1/4" DEEP SAWCUT CONTROL JOINT, TIME FRAME <br />WITHIN 4 TO 12 HOURS AFTER THE CONCRETE HAS <br />D ° <br />1ST FLOOR FF GRADE <br />O <br />BEEN FINISHEDS (SEE PLAN FOR EXACT <br />25" MIN. LAP <br />#5 BARS <br />D o <br />D <br />LOCATIONS), CLEAN AND SEAL JOINT AGAINST <br />= <br />SOIL -GAS ENTRY (F.B.C.2007, SEC. F303.3) <br />e ° <br />CONCRETE SLAB OVER VAPOR RETARDER OVER <br />#5 REINFORCING BAR <br />#5 BARS AT <br />1 v <br />SELECT WELL -GRADED, TERMITE TREATED FILL <br />COMPACTED TO 95% MAXIMUM DENSITY, <br />#5 LAP SPLICE <br />a ° Lu <br />6" O.C. E.W. <br />°� • ° • <br />4 <br />REINFORCING AS DESIGNED BY ARCHITECT OR <br />Q <br />2'-0" 24" SQ X 12" DP <br />4 a <br />ENGINEER. <br />36" MIN. LAP <br />CONC FOOTING <br />#5 BARS AT <br />° a <br />° <br />U <br />6" O.C. E.W. <br />a <br />CONCRETE SLAB: SHALL BE 4" THICK AND SHALL <br />w <br />2,_0n 24" SQ X 12" DP <br />MEET MIN COMPRESSIVE STRENGTH AS <br />J <br />CONC FOOTING <br />ONE STORY POST DETAIL <br />ONE STORY POST DETAIL <br />4 <br />O <br />SPECIFIED BY THE ARCHITECT OR ENGINEER. <br />#6 REINFORCING BAR <br />< <br />3 5 6 <br />(F.B.C.2007, RES, SEC, R506.1, F303.4.5) <br />#6 LAP SPLICE <br />y <br />J3/4"=1'-0" <br />9' 1 <br />3/4"=1'-0" <br />10" <br />VAPOR RETARDER: 6 MIL. POLYETHYLENE OR <br />5O <br />APPROVED EQUAL WITH JOINTS LAPPED NOT LESS <br />TOP OF <br />THAN 6". (F.B.C. 2007, RES, SEC. R506.2.3) <br />##55 REINFORCING <br />FLOOR <br />SIMPSON MGT. W/22-10d - < <br />BAR <br />7/8" <br />F <br />COMMONS W/ 5/8" DIA '• .� <br />' <br />ATR W/ 5" <br />w <br />w <br />.• •• <br />,• ,. <br />REINFORCING: REINFORCED PURSUANT TO ACI 318, <br />< <br />SEC. 22.3, WELDED WIRE REINFORCEMENT MESH <br />a <br />8" KNOCKOUT <br />PLACED IN THE MIDDLE OF THE UPPER THIRD OF <br />BLOCK SEE PLAN <br />6O <br />THE SLAB AND IN ACCORDANCE WITH THE PLAN <br />, <br />SPECIFICATIONS OR SYNTHETIC FIBER <br />FOOTING FOUNDATION 2'-0" MIN <br />REINFORCEMENT INSTALLED AS DIRECTED BY THE <br />MANUFACTURER OR SUPPLIER. (F.B.C.2007, RES, <br />WALL <br />- <br />SEC. 506.2.4 <br />GIRDER BM. OR <br />RUSS(LVL <br />SLAB DETAIL <br />REBAR DETAILS <br />TYPICAL MASONRY SHEARWALL <br />1 <br />SHOWN) <br />N.T.S. <br />±4jN.T.S. <br />5 <br />N.T.S. <br />GIRDER/ MASONRY WALL <br />10 <br />N.T.S. <br />SIMPSON HW W/ OFFSET <br />CONC. TIE BEAM W/ NOTCH LINTEL WHERE <br />TOP FLANGE SEE MANUF. <br />(1)#5 CONT. REQUIRED FOR <br />LANAI BEAM- <br />CATALOG FOR HEIGHTS <br />1 2 2 NOTES: <br />CONCRETE PLACEMENT <br />& WIDTHS MICRO -LAM OR <br />OTHER (SEE PLAN <br />4 . <br />° , <br />MANUFACTURER'S <br />FOR SIZE) <br />OSEE <br />INFORMATION FOR WINDOW / DOOR <br />° <br />° <br />° <br />SEE BEAMS TO <br />° a <br />ATTACHMENT TO FRAME. <br />a e. o <br />MASONRY DETAIL <br />MASONRY SEE MANUF. <br />1X8 P.T. ANCHORED TO LINTEL AND <br />WALL SPECS FOR <br />NAILING REQ., S <br />4 O WALL W/ 1/4"X2" TAPCON AT 12"L <br />PRECAST LINTEL <br />3 O.C. <br />it <br />, <br />a.. <br />8 <br />BEAMS PER LANAI BEAMS <br />G 4 NAILED O P <br />ANGLED 2X NA T LATE W/(2) <br />PLAN ° <br />3 16d NAILS AND COVER W/ 1/2" <br />- <br />- O <br />SIMPSON E E <br />O CC SE MANUF. CATALOG <br />- <br />PLYWD OR 7/16" OSB W/8d NAILS AT <br />FOR BEAM COMBINATIONS FOR <br />— 4" O.C. (EXTERIOR AND INTERIOR <br />1 <br />LEFT HEIGHTS & WIDTHS <br />SIDES). <br />a <br />4 <br />PLAN VIEW P.T. POST SEE <br />FILLED CELL W/ (1)#5 <br />PLAN FOR SIZE <br />ANGLED 2X4 NAILED TO PLATE W/(2) <br />VERT. <br />a <br />SQUARE ARCH -CIRCLE TOP - LESS THAN 3' SPAN ROUND OPENING 4O 16d NAILS. <br />CORNER POST CONNECTION <br />11 <br />N.T.S. <br />2X4 CRIPLE VERT STUDS AT 8" O.C. <br />50 AND ANGLES NAILED TO PLATE <br />° <br />BEAMS PER PLAN <br />NOTES: <br />W/(2) 16d NAILS AND COVER W/ 1/2" <br />SEE SPECS <br />PLYWD OR 7/16" OSB W/8d NAILS AT <br />4" O.C. (EXTERIOR AND INTERIOR <br />1. FILL LINTEL AND ALL CELLS ABOVE LINTEL <br />SIDES). <br />2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY <br />--- - <br />PRIOR TO POUR. <br />DOUBLE 2X4 VERT AT EACH SIDE <br />LSTA24 <br />- __ _-_-_- __ - O OF WINDOW SHAPE CHANGES, <br />W/7-SP <br />Od TO BEAM & <br />ATTACHED TO TOP PLATE W/ <br />7-10d TO COL. <br />2 5 6 2 7 SIMPSON MGT OR USP MUGT15 W/ <br />SUPPORT COLUMN <br />5/8n X4a ANCHOR BOLT. <br />BUILT-UP (3)2XSi OR <br />4X4 <br />� <br />TYP. LINTEL ASSEMBLY OPENING LESS THAN 9 —011 <br />7 <br />n <br />X.T.S. <br />2 4 CRIPLE VERT STUDS AT 8 O.C.0 C <br />� (1) USP HETA20 <br />-- - _- - - <br />- -- - - - 7 NAILED TO PLATE W/(2) 16d NAILS <br />O <br />W/1110d X 1 1/2 <br />AND COVER W/ 1/2" PLYWD OR 7/16n <br />a . TO COL. <br />OSB W /8d NAILS AT 4n O C <br />(EXTERIOR AND INTERIOR SIDES). <br />TIE BEAM <br />ARCH -CIRCLE TOP - MORE THAN 3' SPAN MULTI -VARIETY TOP O DOOR OPENING AREA (TYPICAL) <br />CONC. TIE BEAM W/ NOTCH LINTEL WHERE <br />(1)#5 CONT. REQUIRED FOR <br />CONCRETE PLACEMENT <br />MASONRY WALL <br />a <br />° .14 <br />4 <br />°a a� <br />a <br />a <br />a <br />MASONRY WALL <br />WINDOW AND DOOR MOUNTING — MASONRY <br />s <br />12 <br />N.T.S. BEAM AT RAISED ENTRY <br />PRECAST <br />° <br />2 <br />N.T.S. <br />LINTEL <br />a <br />8" H. KNOCKOUT <br />8" H. KNOCKOUT <br />8" H. KNOCKOUT <br />a <br />MASONRY WALL <br />° <br />BLOCK FILLED SOLID „ <br />BLOCK FILLED SOLID a, <br />� <br />BLOCK FILLED SOLID <br />WI (1) #5 BAR <br />W/ (1) #5 BAR <br />W/ (2) #5 BAR <br />a <br />ATTACHMENT PER <br />MASONRY MANUFACTURES <br />4 <br />WALL SPECIFICATIONS. <br />°. <br />FILLED CELL W/ (1#5 <br />SEE MANUF. <br />8"X8" PRECAST CONC <br />8"X8" PRECAST <br />8"X8" PRECAST CONC <br />8"X8" PRECAST CONC <br />VERT. <br />•� SPECS FOR <br />"U" LINTEL FILLED <br />CONCRETE "U" <br />"U" LINTEL FILLED <br />"U" LINTEL FILLED <br />, <br />BEAMS .' NAILING REQ. <br />SOLID W/ (1) #5 BAR <br />LINTEL <br />SOLID W/ (1) #5 BAR <br />SOLID W/ (1) #5 BAR <br />PER <br />PLAN <br />° <br />4 <br />SIMPSON MBHA NOTE: <br />SEE CORNER SEE MANUF. CATALOG <br />NOTES: <br />1. FILL LINTEL AND ALL CELLS ABOVE LINTEL <br />POST DETAIL FOR OTHER BEAM <br />RIGHT LANAI BEAM- COMBINATIONS FOR <br />MICRO -LAM OR OTHER HEIGHTS & WIDTHS <br />PC-1 <br />PC-2 <br />PC-3 <br />PC-4 <br />2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY <br />PLAN VIEW <br />(SEE PLAN FOR SIZE) <br />PRIOR TO POUR. <br />THE K.O. BLOCK ABOVE THE LINTEL IS THE MINIMUM REQUIRED. ADDITIONAL GROUT FILLED CMU BLOCKS CAN BE INSTALLED BETWEEN <br />THE K.O. BLOCK AND THE LINTEL FOR HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE BEAM. <br />TYPICAL PRECAST LINTEL <br />TYP. LNTL. ASSEMBLY OPNG. GREATER THAN 9'-011 <br />BEAM TO MASONRY WALL CONNECTION <br />3 <br />8 <br />13 <br />3/411= 1 —O NOTE: PRECAST LINTELS SHALL BE CAST CRETE OR EQUAL. <br />" <br />N.T.S. <br />N.T.S. <br />LLI <br />°' <br />F= <br />zLL <br />"it g <br />CD <br />N <br />0 W <br />w <br />i?5 <br />U) <br />w <br />ow 0 <br />z <br />Ln to- Fn <br />w <br />w <br />� N J <br />W U <br />H <br />LL <br />W m Z <br />J <br />U) <br />W=Q <br />►_— <br />w?�W <br />�Wp <br />0 <br />j Z <br />- <br />o <br />=Qw <br />Ix <br />§ <br />J <br />0 <br />=0O- <br />~00 <br />>W <br />L}L�z <br />fnJ <br />w <br />zp <br />O <br />w0�� <br />UHmz <br />3:z <br />Cl <br />LLJ��LU <br />w z ZE J <br />a w <br />(n z <br />0 <br />=OJT <br />_(D <br />z <br />— LL LL U) <br />I— (n <br />Q <br />c <br />LL <br />, 0 <br />", <br />^c <br />W <br />E <br />M <br />J <br />O <br />^' <br />W <br />LL <br />uj <br />0 <br />� <br />Q>% <br />0 <br />Ll. <br />0 <br />I` <br />co <br />Q <br />>O <br />W <br />Q <br />N <br />W <br />Q <br />�--+ <br />C: <br />w <br />j <br />IZ <br />� <br />= <br />•O <br />cn <br />Q <br />E <br />cm <br />E. <br />0 <br />.c: <br />'1- <br />U <br />L <br />c <br />co <br />co <br />co <br />c: <br />C <br />0 <br />(1) <br />U <br />W <br />O <br />VJ <br />^♦ <br />^^cu <br />rm <br />BY <br />REVISION <br />DATE <br />JC <br />REV.01 <br />08/24/09 <br />JMG <br />REV.02 <br />05/03/10 <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />STRUCTURAL <br />DETAILS 3 <br />S3 <br />