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NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"xe, <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />tV PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />OF REINFORCING (1-2) 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#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16" <br />0/ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE LINTEL. I- e' I- 1441 N. RONALD REAGAN BLVD. <br />d ��a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F—�F <br />VERTICAL REBAR W/ 10" HOOK LONGWOOD, FL 32750 <br />PO EFE 8X16 W/ BOND TOP OF <br />4 e?� BEAM W/ (1) #5 BAR BOND BEAM PH: 407-7748078 <br />,Il�o'M EACH COURSE FAX: 407-774-4078 <br />fillg groupxom <br />• 8x8 BOND BEAM TOP OF wwW.abdeBl n <br />• EAR W/ (1) #5 BAR BOND BEAM AA #: 0003325 <br />F� F=FILLED W/ GROUT <br />30" TYPICAL <br />I 2�''O U =UNFILLED <br />GROUT SOLID FROML�2 <br />TOP <br />NOMINAL <br /># OF #5'S, IN 2ND BOND <br />LINTEL TO TOP OF BONDOF <br />OPENING <br />WIDTH <br />BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />16-1 T/1 <br />8x8 PRE -CAST CONCRETE <br />PQF NOMINAL <br />e <br />LINTELW/F #5BAR(L2)MASONRY <br />LENGTH OF BAR = WIDTH OF <br />CORNER <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />OPENING -T' <br />OR <br />BEAM DESIGNATION <br />REINFORCING OF <br />THAT XFXX-iTMMABINDICATESA DOUBLE BONDBEAM <br />#OF #5'S,BOTTOM <br />BxB PRE-CASTCONCRETEANDXFXX-iTOM <br />BOND BEAM <br />DB INDICATES ASINGLE BONG BEAN <br />PLACED IN LINTEL <br />LINTEL, W/O STEEL(0) REFERIT <br />ISTHIS ENGINEER'S INTENTAND XUXX-1TMM/OB INDICATES A DOUBLE BOND <br />TO PLAN FOR LOCATIONS <br />BEAM ABOVE UNFILLED <br />LINTEL <br />OF OPENING <br />AND XUXX- iT,OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN2 X3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />1'..18" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />a <br />. 2x6 (MIN 2 X 3) 23116 TAPCON <br />PRE -CAST a OR DRIVE PIN (MIN SHANK <br />WINDOW C SIZE.145 MIN HEAD SIZE .300 <br />SILL MIN EMBEDMENT 1 8' <br />= SLOPE FROM EACH END AND <br />18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 SKM <br />Lu <br />TAPCON OR DRIVE PIN (MIN W <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />7M <br />TYPICAL MASONRY WINDOW CMUWALL <br />WSHEATHING ALL pp <br />�SILL CONSTRUCTION <br />5ARCHWAY FRAMING DETAILS <br />` SCALE: 3/4" - V-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />aUDDIV, & LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #9 <br />PROJECT* <br />04181.000-15091 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE 8VMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H E C <br />AT EAC SIDE JU T 2 21 AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM RA <br />L SCALE: 3/4"=1'-0" NO <br />DlwkqT <br />ATE• 6/14/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S2.1A <br />