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NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k9" MUM <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />Rd <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEE 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING A-s� <br />O��VCV HEIGHT. <br />REINFORCING (1_2) 4.THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />NG� 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. noff. <br />#5 CORNER BAR W/ 3O' LAP FOR EACH <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •• <br />O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />, a„ <br />A V�. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�K <br />VERTICAL REBAR WI 101' HOOK <br />8X16 DBL. BOND TOP OF 10 <br />BOND BEAM <br />BEAM W/ (1) #5 BAR <br />EACH COURSE <br />• `� <br />8X8 BOND BEAM TOP OF <br />• OQ�G�VI� W/(1)#5 BAR .`: BOND BEAM <br />_ 30" TYPICAL <br />F FILLED W/GROUT <br />I .�0� U =UNFILLED GROUT SOLID FROM TOP <br />.T1�0 NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />� <br /># OF #5'S, IN 2ND BOND <br />WIDTH BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />�/c <br />A 6-1 T/1 �B PRE -CAST CONCRETE <br />5 EL <br />LINTEL W/ (1) #5 BAR (L2) <br />NOMINAL MASONRY <br />� <br />LENGTH OF BAR = WIDTH OF <br />HEIGHT <br />OPENING _2' BEAM DESIGNATION <br />CORNER <br />IT I0Q <br />BEAM COURSE <br />S THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />REINFORCING OF <br />THAT XFXX- iT/1M)OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" <br />BOND BEAM <br />AND XFXX-1T/OM/OBINDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL (LI)REFER <br />SCALE: 3/4"=1'•0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX-1TAMIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1T/JM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <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 EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-19' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />.a 3114„ <br />PRE -CAST a <br />2X8 (MIN 2 X 3) 2-3118 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 1B" <br />70s <br />1-1/4" <br />x <br />M <br />EMBEDMENT <br />2X8 (MIN 2X 3)2-3/i6 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANKS IZE.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 WI <br />/7/16*'OSB <br />UPPER AND LOWER MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. ENO <br />VCMU <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:11-=I- <br />5 scALE:3a"=ra' <br />3 <br />SCALE: 3/4"=1'-O" <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />I <br />- <br />II <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />CMU PIER <br />PROVIDE BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURETHAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-O' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.eom <br />AA 0: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134M2628 <br />FAX: III!=6-2802 <br />BUDDry se Xo'lsl <br />SILVERADO <br />LOT #7 <br />BIX #13 <br />PROJROT#t <br />03719.000-07131 <br />MODS <br />2795-F <br />GAVLAGL EFT�G' <br />PAGE <br />DETAILS <br />150 MPH EXP. B <br />