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WALL BASE PLAN <br />SCALE: 1 /4"=l'-0" <br />LINTEL AND BOND BEAM LEGEND <br />1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK PATH /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 All <br />LINTELS 28" OR GREATER. <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT U = UNFILLED <br />OF REBAR AT <br />FQUANTITY <br />BOTTOM OF LINTEL CAVITY <br />6— 11 B/1 T <br />LL-QUANTITY OF #5 REBAR AT TOP <br />r <br />NWIN AL HEIGHT <br />NOMINAL WIDTH <br />#5 REBAR AT TOP MIN. (1) REVO <br />1-1/2' CLEAR <br />a CMU <br />0o z <br />� 3 GROUT <br />1 <br />- #5 REBAR AT BOTTOM OF LINTEL CAVITY <br />7-5/0BOTTOM 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 />REMARKS <br />LIP TO 3'-4" <br />DOUBLE 2x6 <br />------- <br />S-5' - 6'-0' <br />DOUBLE 2x8 <br />------- <br />6'-1' - 8'-6' <br />D(X1BLE 2x10 <br />2 JACK STUDS, EACH END. <br />8'-r - 12'-6' <br />DOUBLE 202 <br />2 JACK( STUDS, EACH END. <br />#5 REBAR IN <br />VERTICAL <br />GROUT FILLED <br />CELL <br />ROUGH OPENING <br />BELOW <br />p <br />PRECAST LINTELS <br />FILLED WITH GROUT <br />L3 <br />MITER LINTELS <br />/// BY FIELD <br />CUTTING <br />#5 CORNER DOWELS <br />INSIDE AND ❑UTSIDE <br />OF VERTICAL #5 BAR <br />AS SHOWN <br />90 CORNER DETAIL w/ COLUMN BELOW <br />KM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />o� <br />c� <br />410 <br />00 <br />O <br />VJ <br />� <br />O <br />O <br />A� <br />M <br />U <br />CJ� <br />co <br />c� <br />4-A <br />N <br />as <br />llkPulteGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />IIATC• vv /vv /vvvv <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />im <br />29349 Single Famfl <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E.#686025 FLORIDA �U�lj p„jte <br />10/14/20 � <br />DATE,,', <br />♦♦♦���pM! ��� PLAN NAME <br />♦��. s'- Hi h ate <br />NPC CHn NU ER <br />` No. z 12811.500 <br />STAT �A ' SHEET <br />/IIOG <br />♦ ~ S2.1 <br />'�'�NAL. �� <br />