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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" m 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />SCE\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL <br />\,\r` HEIGHT. <br />Kok REINFORCING(L2) 4. THE LAST COURSE WILL BEABOND BEAM WITH (1)#5BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" �p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />p`)F' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1#5 <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />VERTICAL REBARWI IO" HOOK <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, B <br />' <br />PO FE 8xl6 DBL. BND TOP OF <br />BEAM5 BOND BEAM <br />W/ <br />(1)Os- <br />BAR tj <br />$ <br />EACH COURSE <br />•\Q <br />G 8x8 BOND BEAM TOP OF <br />7F <br />• W/ BAR .ti. BONDBEAM� <br />30" TYPICAL <br />=FILLED W/ GROUT <br />I .�Y\p U =UNFILLED GROUT SOLID FROM TOP <br />'F <br />.p1\O NOMINAL LINTEL TO TOP BOND OF OPENING <br />IN <br />WIDTH ((# OF #5'S, 2ND BOND BEAM <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />��GO 16-1T/1 M/ B 8x8 PRECAST CONCRETE <br />�a <br />NOMINAL� LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />Q� HEIGHT # OF #5'S, TOP <br />g' OPENING <br />BEAM <br />CORNER <br />BOND BEAM COURSE OR 2 DESIGNATION <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'-0" <br />THAT XFXX - IT11 M/OB INDICATES A DOUBLE BOND BEAM PACED IN LINTEL LINTEL, W/O STEEL(L') REFER <br />AND XFXX-1TlOWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP s <br />OF OPENING <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />APCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4') 8' FROM EACH END AND <br />AT LOWER ELEVATION <br />1 8" 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 />PRE -CAST .3 1A,„ <br />OR DRIVE PIN (MIN SHANK <br />WINDOW Q <br />SILL <br />SIZEA45 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4')8- <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />lop 'L <br />m <br />EMBEDMENT <br />Q <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 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 />/711 <br />UPPER AND LOWER REQUIRED IN <br />#5 MIN. <br />18" O. .MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />VCMU <br />BOND BEAM <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W! <br />V OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />CONSTRUCTION <br />SILL <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:11n•=1'-0'• <br />5 SCALE:34"=1'-0" <br />3 <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 i <br />A <br />BAR, 30x30 TURNED UP <br />O I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />6 <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />//�fUly <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />F <br />yyy <br />sVHDIV. do L,OT: <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />11PIROJECT# <br />04181.000-40093 <br />1LODET- <br />3EEB <br />"2260—ELSTON" <br />GARAGE SMWC;: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />iu a <br />AR N <br />DRMT <br />A1'E" 11/20/ 99 <br />sCAL.E: 1/4"=1'-0" <br />SHEET <br />s2.1A <br />