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m <br />WALL BASE PLAN <br />SCALE: 1/4"=1'-O" <br />LINTEL AND BOND BEAM LEGEND <br />1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH 15 BAR GROUTED SOLID, <br />CONTINUOUS AROUND PERIMETER OF STRUCTURE. <br />2. MINIMUM 4' NOMINAL BEARING PER END 0 LINTELS OR AS REWIRED BY <br />MANUR <br />3. UNTELS WITH A CLEAR SPAN LONGER THAN 12'-4' SHALL BE PRESTRESSED. <br />4. BOND BEAM ELEV = 9'-4' U.N.O. <br />5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4' FOR <br />UNTELS 28' OR GREATER. <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT U = UWLLEO <br />r QUANTITY OF REBAR AT <br />I BOTTOM OF LINTEL CAVITY <br />rNOM16— 1B/1T <br />1-QUANTITY OF 15 REBAR AT TOP <br />NOMINAL HEIGHT <br />INAL WIDTH <br />#5 REBAR AT TOP MIN. (1) REO'D <br />-1/2' CLEAR <br />a q <br />CMU <br />GROUT <br />1-2 <br />#5 REBAR AT BOTTOM OF UNTEL CAVITY <br />)• 7-5/g, BOTTOM REINFORCING <br />ACTUAL PROVIDED IN LINTEL (VARIES) <br />8' NOMINAL <br />WIDTH <br />LEGEND <br />DETAIL INDICATOR <br />® LINTEL OR WOOD HEADER DESIGNATION <br />ALL WOOD HEADERS TO BE (2) PLY U.N.O. <br />HEADER SCHEDULE U.N.O. <br />OPENING SIZE <br />HEADER <br />IiEIMM <br />UP TO 3'-4' <br />DOUBLE M <br />------- <br />3'-5' - 6'-0' <br />DOUBLE 2x8 <br />------- <br />6'-1' - 8'-6' <br />DOUBLE 2x10 <br />2 JACK STUDS, EACH END. <br />8'-r - 12'-6' <br />DOUBLE 2z12 <br />(2) JACK SUDS. EACH END. <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C.OA# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE 0%% 111111j11// <br />TATE <br />/�!o VAL 0% <br />o� <br />co <br />00 <br />0 <br />VJ <br />� <br />O <br />O <br />A� <br />U <br />0 <br />0 <br />lbb <br />-2 <br />�..i <br />co <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />TYPE <br />F2 <br />11(i21l:10:1111 <br />Pulte <br />PLAN NAME <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S21 <br />