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WALL BASE PLAN. <br />N <br />0 <br />CV <br />0 <br />CV <br />LINTEL AND BOND BEAM LEGEND <br />1. BOND BEAM IS TO BE 8' KNOCK OUT BLOCK WITH N5 BAR GROUTED SOLID, <br />CONTINUOUS AROUND PERIMETER OF STRUCTURE. <br />2. MINIMUM 4" NOMINAL BEARING PER END 0 LINTELS OR AS REQUIRED BY <br />MANUF. (NOTE:MOST MANUFACTURERS REQ. 8' BEARING 0 SPANS > 12'-4') <br />3. LINTELS 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 ALL <br />LINTELS 28' OR GREATER. <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT U = UNFILLED <br />r QUANTITY OF REBAR AT <br />I BOTTOM OF LINTEL CAVITY <br />F16-1B/1 T <br />LL QUANTITY OF 15 REBAR AT TOP <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />/5 REBAR AT TOP MIN. (1) REQ'D <br />1-1/2' CLEAR <br />a CMU <br />�Z <br />GROUT <br />6a <br />#5 REBAR AT BOTTOM OF LINTEL CAVITY <br />7-5/8' BOTTOM REINFORCING <br />ACTUAL PROVIDED IN LINTEL (VARIES) <br />8' NOMINAL <br />WIDTH <br />LEGEND <br />DETAIL INDICATOR <br />XX <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 />REMARKS <br />UP TO S-4' <br />DOUBLE 2A <br />------- <br />S-5' - 6'-0' <br />DOUBLE 2x8 <br />------- <br />6'4 - 8'-6' <br />DOUBLE 2x10 <br />2 JACK STUDS, EACH END. <br />8'-7' - 12'-6" <br />DOUBLE 202 <br />(2) JACK STUDS. EACH END. <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/1/21 <br />DATE, <br />\ <br />ATE OF <br />RI ♦ \\ <br />/ / 0NAt. <br />I11 <br />11kPu Its aa_ . .. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Spruce <br />NPC-MILD NUMBER <br />2116.501 <br />SHEET <br />S21 <br />