Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8"Xa' 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BONDBEAM <br />mg <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL,3. <br />PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <br />PLACE STEEL HEIGHT. <br />p4 REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />��GtN 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•• b <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />p`>E 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 />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' <br />TOP OF THE LINTEL. , <br />/ <br />/ n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.=* <br />VERTICAL REBAR W/ 10" HOOK <br />���a. <br />/ fig. <br />8x16 DBL. BOND TOP OF <br />R 9 BEAM W/ (1) #5 BAR BOND BEAM <br />/ RL�p� EACH COURSE <br />8X8 BOND BEAM TOP OF <br />• W/(1)#5� •.`; BOND BEAM <br />W TYPICAL <br />p���' F=FILLED W/GROUT <br />I 'Mp U = UNFILLED GROUT SOLID FROM OP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH JJ��# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />/ BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />a16_1 8.8 PRE -CAST CONCRETE <br />'�/V[A' <br />NOMINAL—� LINTEL W/ (1) #5 BAR (IZ) <br />LENGTH OF BAR =WIDTH OF MASONRY <br />CORNER <br />HEIGHT #OF #5'S, TOP QPE"'NG-2' BEAM DESIGNATION <br />ITISTHISENC�tNEER'SINTENT BOND BEAM COURSE OR �L <br />REINFORCING OF BOND BEAM <br />THAT XFXX-1T/1MlDB INDICATES A DOUBLE BOND BEAM #OF#5•S, BOTTOM 8X8 PRE -CAST CONCRETE G SCALE:34"=1'-0' <br />1 <br />AND XFXX-1T/OMM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4'"=1'-0" <br />IT IS THIS ENGINEER'S INTENT T P <br />TO PLAN FOR LOCATIONS <br />AND XUXX-1T/1MI08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 4TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />DRIVE <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />114") 8•' FROM EACH END AND <br />18' O.C. MAX. MIN 1_1141 <br />#5 BAR BENT <br />AS SHOWN <br />PRE -CAST <br />EMBEDMENT <br />2X6(MIN 2 X 3)2-3M6 TAPCON <br />WINDOW <br />OR DRIVE PIN (MIN SHANK <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />- SLOPE <br />MIN EMBEDMENT 1 1/4") 8' <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2X8 (MIN 2X 3)23/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />1/4, 0 " FROM EACH END AND SECURE TO SHEATHING W1 <br />/7116'OSB <br />BOND BEAM <br />EACH CELL HOOKED IN <br />1a• O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SHEATHING <br />SILL CONSTRUCTION <br />CORNER BARS <br />�1 <br />AT CORNER STEP <br />scALE:, <br />ARCHWAY FRAMING DETAIL <br />3 <br />C <br />S SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-D' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />> I <br />- <br />SINGLE #5 CORNER <br />I <br />BAR. 30x30 TURNED UP <br />STEEL REINF. OF <br />tA� EO I <br />P, <br />OR TURNED DOWN INTO <br />II / <br />FILLED CELL BOND. BEAM <br />II I II <br />I�8X8 <br />II <br />CMUING PIER <br />PROVIDE #5 BAR <br />W/SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />E SE PLAN. <br />/ <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"=1'-D' <br />%�� SINGLE LINTEL, MULTIPLE OPENINGS <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX 407-7744078 <br />www.abdoslgngroup.00m <br />AA M: 0003325 <br />6 <br />e <br />a <br />1 <br />BUDDIV. ae LJK <br />ABBOTT PAR <br />LOT #12 <br />BLK #13 <br />PHASE #4 <br />PROJECT# <br />04181.04B-12MODEL? <br />3EAB <br />"1504—ALLE <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DACE: 10/28/21 <br />8CALM 1/4"=1'-0" <br />SHEET <br />S2.1A <br />