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6450 Bradford Woods Dr
Zephyrhills
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6450 Bradford Woods Dr
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Last modified
3/24/2025 7:49:06 PM
Creation date
2/19/2025 4:37:28 PM
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Building Plans
Street #
6450
Location
Bradford Woods Dr
Contractor
Pulte Home Company
Building Plans - Permit #
922
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oN <br />z z <br />CD <br />mm <br />ui <br />0 <br />3 CD <br />�o� <br />> z _, <br />>C5z <br />> CD <br />f— J Z <br />CD W Z <br />= Q Q <br />J � <br />L? W <br />m <br />3 <br />d <br />N <br />4 � <br />`o <br />0 <br />CV <br />O <br />N <br />N <br />N <br />C <br />cn <br />w <br />0 <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 @ UNTELS 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'-e 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 15 REBAR AT <br />I BOTTOM OF LINTEL CAVITY <br />F16-1 B/1 T <br />LL QUANTITY OF J5 REBAR AT TOP <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />REBAR AT TOP MIN. (1) REQ'D <br />1-1/2" CLEAR <br />� w <br />t#5 <br />CMUGROUT <br />15 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 />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 <br />HEADER <br />REMARKS <br />UP TO 3'-e <br />DOUBLE 2x6 <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'-7° - 12'-6° <br />DOUBLE 2x12 <br />2 JACK STUDS, EACH END. <br />#5 REBAR IN <br />VERTICAL <br />GROUT FILLE➢ <br />CELL <br />ROUGH ❑PENING <br />BELOW — <br />PRECAST LINTELS <br />FILLED WITH GROUT <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 />Krs <br />C.O.A,# ARCHITECTURE: <br />AA26002802 <br />C.Q.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1012120 <br />DATE` 11%1t€I€E/ jt <br />o.ppfib <br />STATE OF <br />O <br />p <br />o <br />Mo <br />? <br />00 <br />Vr ^ <br />J <br />� <br />O <br />O <br />00 <br />n� <br />!� <br />O*N <br />Cr <br />N <br />aN <br />M <br />ct <br />� <br />O <br />J <br />bA <br />•;-4 <br />�i <br />cz <br />N <br />a� <br />tPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIU NU ER <br />2811.500 <br />SHEET <br />S2.1 <br />
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