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#5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10' HOOK TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'XB• 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. B+ 3. PLACE MASONRY UNITS AS REWIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �OF REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 J \Y TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'xt6' o CWR ELOFBONDBEAMBSOMITTEDANDAILDINTE ISAPLNCED.THESOTEOM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 #5 / TOP OF THE LINTEL. �" g pYAS� �\ P'�O 6. UN0 COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS'DEEP. ND TOP OF BxEAM W/ (B #5 BARU BOND BEAM '\Q� a EACH COURSE 8x8 BOND BEAM T • �OQ�G�\ W/(1)#S BARF = FILLED W/ GR.30" I .\\\ UNFILLED GROUT SOLID FROM OF OPENING NOMILINTEL TO TOP OF BONWIDTH /#OF #5'S, IN 2ND BONDBEAM,IF FILLED LINTEL#5 BEAM OQURSESEE NOTE5 T/1 M/OB B�PRE-CAST CONCRELINTEL W/ (1) s BAR(L2LENGTH OF BAR - WIDTMASONRY Q' HEIGHT # OF WS, TOPCORNER 9 OPENING -2'IT IS THIS ENGINEEfl'9 #YTENT BOND BEAMCWRSE ORBEAM DESIGNATION THATXFXX-tT/iMroBINOIGATESADDUBLE BOND BEAM #OF #55, BOTTOM 8x8 PRE CAST CONCREAND XFXX- 1TAMmB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) IT IS THIS ENGINEER'S INTENT ANDXU1IX - 1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATK) UNTEL OF OPENING AND XUX( -1TPoMNB INDICATES ASINGLE BOND BEAM ABOVE UNRLLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE.300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' 96 BAR BENT AS SHOWN EMBEDMENT 2z6 2 X 3) 2-3/16 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRECAST"a 1 M' SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4') 8- 70, 'LID SILL FROM EACH END AND 18' a SLOPE O.C. MAX. MIN 4' o m EMBEDMENT 2z8 (MIN2X 3, 2. S OPEN FACE SHELL SO - TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1e' FROM EACH END AND SECURE TO BREATHING WI /7116"OSS BOND BEAM EACH CELL HOOKED IN 8' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU TOP BOND BEAM W/ EMBEDMENT EMBEDMENT STANDARDACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 w 4 G `� SCALE: 3l4'=1'-0' SCALE: 3/4'=1'-0' BCALE:11/2'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I I SINGLE #5 CORNER 4 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BONG. BEAM SxB CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH S IDE p SEE PLAN. I) / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE '1 ' LINTEL. CHANGE IN //�fU1y ELEVATION OF BOND BEAM 7 SCALE: 3/4'=V-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 Q sz b C BL lmm ae L.OT SILVERADO LOT #16 BLK #19 PitOJECT# 04128.002-16191 MODEL• 4EAB "1672—ARIA" OARAOE 81IINO: RIGHT PAGE: DETAILS 150 MPH EXP. B DRINT A 06/30/20 9CAL.E: 1/4"=1'-0" SKEET S2.1A