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6756 Wagon Trail St
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6756 Wagon Trail St
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Last modified
3/20/2025 5:07:12 PM
Creation date
2/24/2025 9:57:28 AM
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Building Plans
Street #
6756
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20444
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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #58AR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\ PLACE STEEL HEIGHT. <br />OR REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ;p <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND / IS OMITTED AND A LINTEL PLACED. THE STEEL ::1#5 <br />COURSE OF BOND BEAM <br />TH BOTTOM BOND BEAM IS TOIS <br />REINFORCING ORBEAM <br />BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 <br />VERTICAL REBAR W/ 10" HOOK <br />/ <br />PQP�Q� OND TOP OF <br />�•2 BEAM N (B #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM 7P OF <br />' W/(1)#5 BAR .� SONDBEAM <br />30" TYPICAL <br />F FILLED�OQ�\ <br />I .�Y\� U . UNFILLED W/GROUT GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #6'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />NCRETE <br />6-1 T/1 M/ B LINTEL /(1)#5AST OAR(L2) <br />P�F�P NOMINAL LENGTH FIBAR AWIDLTHOF MASONRY <br />CORNER <br />OPENING-7 <br />9P HEIGHT BOND BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />2 <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM Bx8 PRECAST CONCRETE SCALE: 3/4"-1'-0" <br />1 <br />THAT XFXX-iT/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER <br />SCALE: 3/4"=1'-0" <br />AND XFXX - ITONOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) I-W16 <br />SINGLE BONG BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SIZE.145 MIN <br />WINDOW <br />SIZE 300 MIN EMBEDMENSHANK <br />T 1 <br />SINGLE BOND BEAM <br />1/4') 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />, 3 1 /4" - <br />PRE -CAST a <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />6 SLOPE <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />N I-1/4" <br />EMBEDMENT <br />0 <br />2z8 (MIN 2X3)23R8 <br />TAPCON OR DRIVE PIN (MN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS ALLOW BENT <br />2X4 SOLID BLOCKING <br />1/4") <br />BAR TOO BE PLACED IN <br />83 FROM E CH END AND SECURE T03HEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN i-1/4" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM EACH CELL HOCKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />cMuwALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:1 vz„_,-0„ <br />C <br />3 <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 />ISINGLE <br />#5 CORNER <br />G <br />BAR, 3Ox30 TURNED UP <br />T <br />OR TURNED DOWN INTO SEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />9 <br />II ( II <br />BxB CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF, SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I( / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />A„/ LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />I <br />I i <br />SCALE: 3/4"-V-0" <br />IL <br />IS N. RONALD REAGAN BL <br />LONG WOOD, FL 327W <br />PH:407-774.6078 <br />FAX: 407-774-4078 <br />www,abdosigngroup.com <br />AA It. 0003325 <br />O <br />�y <br />R <br />Stn3mv. a6 LOT: <br />SILVERADO <br />LOT #1 <br />BLK. #11 <br />PROJECT# <br />04128.001-01111 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE INTnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />mmol <br />rRwT <br />DAA,M. 8/18/18 <br />SCALE: 1/4"=1'-0" <br />DESEET <br />%s2.1A <br />
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