Laserfiche WebLink
#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />30"TYPICAL <br />#6 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k8" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING '* <br />PLACE STEEL HEIGHT. <br />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, elle' <br />CEP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ' <br />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 1Ii5 <br />TOP OF THE LINTEL. <br />6 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. a ,k <br />P�SEQE� ex16 OBL. BOND TOP OF <br />BOND BEAM <br />�`OZP EACH COURSE <br />• <br />8x8 BOND BEAM _ TOP OF <br />BEAM W/(1)#5 :.F. <br />• �N W/(1)#5 BAR :4: BOND BEAM <br />Op F=FILLED W/GROUT <br />t�'' U =UNFILLED GROUT SOLID FROM OP <br />NOMINAL LINTEL TO TOP OF BOND PENING <br />WIDTH //_# OF #5'S, IN 2ND BOND gEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />nNF9 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE <br />P8�0FE� NOMINAL�� LINTEL W/(1)#5 BAR(L2) <br />HEIGHT #OFItb'S,TOP LENGTH OF BAR=WIDTH OF MASONRY <br />IT IS THIS ENGINEER'S INTENT BONDBEAMCOURSE OPENING _2, <br />OR �f BEAM DESIGNATION <br />THAT XFXX-1TlIM/OB INDICATESA DOUBLE BOND BEAM #OF#5'S, BOTTOM Sx8 PRECAST CONCRETE L SCALE:34"=1'-0 <br />AND XFXX- 1T/OMf0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND - 1T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTELXUXX OF OPENING <br />AND XUXX - ITMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DSL BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />DEL. BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />AT LOWER ELEVATION <br />WINDOW <br />31ZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />_ <br />EMBEDMENT <br />.• 3 1.k1" <br />PRE -CAST :.4 <br />WINDOW i2 <br />2x6 (MIN 2 X 3y2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />>p rya <br />SILL <br />FROM EACH END AND 18" <br />d, SLOPE <br />O.C. MAX. MIN 1-1/4" <br />4 <br />m <br />EMBEDMENT <br />OPEN FACE SHELqlN <br />2x8 (MIN 2 X 3) 2-3M6 <br />DRIVE PIN (MIN <br />TSHANK <br />AS TO ALLOW BE <br />SHANK IZ <br />MIN HEADUPPER <br />BAR TO BE PLACE <br />AND LOWE <br />MINEM <br />SIZE18, MIN EMBEDMENT 1 2X4 SOLID BLOCKINGBONDBEAM <br />5 MIN. REQUIRED IN <br />1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18' O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16' OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />_ <br />3 SCALE: 3/4"=1'-0' <br />4 SCALE:11/2"=1'-0" <br />5 <br />scALE:3/a"=r-o" <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 />y <br />BAR, 3Ox30 TURNED UP <br />I <br />OIL TURNED DOWN INTO • OF , <br />FILLED BOND BEAM <br />1(�1 8x8 CMUING PIER <br />/ W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE Ifs BAR <br />/ SEE PLAN. <br />I I <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=P-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'lY' <br />IN i <br />N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdes Igngroup.mm <br />AA #: 0003326 <br />O <br />Fr <br />mm <br />9UDDIV. d• LloT: <br />ABBOTT PARK <br />LOT #27 <br />BLK #7 <br />PROJECT# <br />04181.000-27071 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />