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C <br />#5 ORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />W/ <br />VERTICAL REBAR 10' HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP no" 1 i <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL <br />�(L 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />pF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM <br />O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL 8. LINO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 16" DEEP. � 8 <br />PQy' � 8xi8 DBL. BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />ex8 BOND BEAM TOP OF <br />30" TYPICAL <br />W/(1)#5 BAR .5BOND BEAM <br />F = FILLED W! GROUT <br />I A\ U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF 95•S, IN 2ND BOND BED, <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />SX8 PRE -CAST <br />B <br />116-1T/1�/c <br />LINTEL W(1)#5BAR ;L2E <br />NOMINAL MASONRY <br />CORNER <br />LENG7HOFBAR=WIDTH OF <br />g OPEN <br />Q¢ HEIG T #OF#5'S,TOP BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4"=1'-P <br />IT IS THIS ENGINEER'S INTENT #5'S, BOTTOM 8x6 PRE -CAST CONCRETE <br />THATXFXX-lT/1 M10B INDICATES A DOABLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER <br />AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE-145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENiI <br />SINGLE BOND BEAM <br />1/4") V' FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114' <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />31 <br />PRE CAST N <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 />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />Q <br />2.8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE145 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 <br />#5 MIN. REQUIRED IN <br />BOND BEAM <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN 2-12d PER BILK EA END <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/16" OSB SHEATHING <br />CMD WALL <br />CORNER BARS <br />3 AT CORNER STEP <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />5 SCALE: 3W=V-0' <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />I <br />I <br />SINGLE #5 CORNER <br />A <br />8 <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />IN SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=, •-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />WwwabdesWigroup.com <br />AA #: 0003325 , <br />q <br />� <br />J <br />F <br />� <br />W <br />7 <br />V <br />C <br />4 <br />`Cf-� <br />l7 <br />C <br />U <br />IC <br />V <br />rtyBD31v. Ac LoT: <br />SILVERADO <br />LOT #21 <br />BLK #7 <br />PROJECT# <br />04128.002-21071 <br />KODEL- <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE 8WWO: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />r ARCt#fECT <br />ROLMD A ABOUb iAORA <br />L AR NO 9VO A <br />DATjM 08/04/19 <br />SCALE: 1/4'=1'-O" <br />SHEET <br />S2.1A <br />