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I I I <br />_E <br />uti.,LL BASE PLAN <br />LINTEL AND BOND BEAM LEGEND <br />1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 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, <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 <br />LINTELS 28' OR GREATER. <br />TYPE DESIGNA110N <br />F = FILLED WITH GROUT U = UNFILLED <br />r QUANTITY OF REBAR AT <br />i BOTTOM OF LINTEL CAVITY <br />F16-1 B/1 T <br />L QUANTITY OF #5 REBAR AT TOP <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />,J5 REBAR AT TOP MIN. (1) REQ'D <br />1-1/2" CLEAR <br />cMu <br />�Z <br />GROUT <br />�z <br />.. 15 REBAR AT BOTTOM OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />ACTUAL PROVIDED IN LINTEL (VARIES) <br />8" NOMINAL <br />WIDTH <br />LEGEND <br />DETAIL INDICATOR <br />XX <br />XXX 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 HEADER REMARKS <br />UP TO S-4" DOUBLE 2A------- <br />3'-5' - 6'-0' DOUBLE 2x8------- <br />6'-1' - 8'-6' DOUBLE 2x10 2 JACK STUDS EACH END. <br />8'-7' - 12'-6" DOUBLE 2x12 (2) JACK mine FAM Fun <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 />12-13-2019 <br />DATE <br />� r <br />_ 8 r <br />Q E OF <br />AL <br />1llbf <br />'o <br />t --1 <br />00 <br />� <br />O <br />�J <br />O <br />� <br />O <br />00 <br />n� <br />� <br />O <br />N <br />a` <br />V� <br />as <br />bb <br />c" <br />cn <br />N <br />� <br />*Pu Ite : .. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE I <br />Single Fanuly <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S2.1 <br />