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7054 Steer Blade Dr
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7054 Steer Blade Dr
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Last modified
3/20/2025 4:14:50 PM
Creation date
2/19/2025 11:24:40 AM
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Building Plans
Street #
7054
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
1190
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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL RE84R W/ 10" HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9'x8° <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />qF> 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />�OF 4. THE LAST COURSE WILL BE A BONO BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8"z16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OP OF 1#5 <br />O REINFORCING (l2) COUREINFSE OF BOND BEAM IS OMITTED AND A LINTEL PLACED. THE STEEL <br />/ TTHELITHE BOTTOM BOND BEAM IS TO B BE CONTINUOUS THROUGH THE 1#5 <br />/ A �,\�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �f- <br />,). pQy� 8x16 DBL. BOND TOP OF <br />QY" BEAM W/ (1) #5 BAR BOND BEAM <br />a EACH COURSE <br />•\O <br />G 8x8 BOND BEAM TOP OF <br />BOND BEAM <br />fT0 F=FILLED W/GROUT �ti♦.30"TYPICAL I .\AU=UNFILLED GROUT SOLID FRTOPNOMINAL LINTELTOTOP OOFOPENINGWIDTH <br />• Q�La\� W/ (1) #5 BARIREFER <br />BAR IN BOND BEAM <br /># OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE#5 <br />SEE NOTE 5c� <br />��/ J <br />T/1 <br />�.�1 <br />1 V 1/ LINTEL W/ (1)#5 p$ (�F NOMINAL LENGTH OF BARMASONRY <br />CORNER <br />HEIGHT #OF#VS, TOP OPENING-2"IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORBEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX-1T/iM/08 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=l'-0" <br />ANDXFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STERIT tS THIS ENGINEER'S INTENT TO PLAN FOR LOTOP <br />AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X RIVE <br />TAPCON OR DRIVE PIN (MIN <br />MIN DT <br />WINDOW <br />SIZEEJ.300 MEN EMBEDM N,146 <br />1 <br />SINGLE BOND BEAM <br />1/4 ") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />16, O.C. MAX. MIN IAA' <br />EMBEDMENT <br />#5 BAR SENT <br />AS SHOWN <br />3 <br />2z6 (MIN 2 X 3) 2-3/18 TAPCON <br />.a 1�, <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />,-,/4" <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZEA 45 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT MIN. 2-12d PER BLK. EA. ENO <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/16' OSB SHEATHING <br />CMUWALL <br />CORNER BARS <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />4 SCALE:11/2"=1' Y' <br />ARCHWAY FRAMING DETAIL <br />S SCALE: <br />34" <br />SCALE: 3/4"=1'-0' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I � <br />> I <br />— <br />I <br />SINGLE #5 CORNER <br />A <br />BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />I I / W/ SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL. <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE -3/4"=V-T <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdasigngroaP.CDM <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813886-2802 <br />nunDm ag IAT <br />SILVERADO <br />LOT #13 <br />BLK #13 <br />PItoizcT# <br />03719,000-13 <br />mopmu <br />2795-F <br />GAItAGZ OWING: <br />LEFT <br />PAGIO: <br />DETAILS <br />150 MPH EXP. B <br />IlT2%f_MwZ11mmom <br />S2.1A <br />
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