Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />NP 6ke, 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />BOND BEAM <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HT <br />�c <br />�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. ADOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />1` <br />TYR 9116" �p <br />#5 CORNER BAR W! 30" LAP FOR EACH <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />GJE COURSE COND BEAM IS OMITTED AND A LINTEL I S PLACED. THE STEEL <br />BOND BEAM <br />COURSE OF BOND BEAM <br />REINFORCING BIS BOTTOM BON BEAM TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />/ A 6. ONO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />9 � F� 806 DBL. BOND <br />— TOP OF <br />PO <br />BEAM W/(1)#5BAR BOND BEAM <br />- <br />�\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />W/(1)#5 BAR BOND BEAM <br />7'r <br />F FILLED W/ GROUT <br />-\\AG U =UNFILLED GROUT SOLID FROM <br />TOP <br />NOMINAL LINTEL TO TOP OF BOND <br />OF <br />OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 B <br />BEAM COURSE <br />SEE NOTE 5 <br />A\16-1 T/ 1 8x8 PRECAST CONCRETE <br />NOMINAL—�� LINTEL <br />Pg9�F�f\ <br />GTHO1)#SBARDT <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF <br />a OPENING-2' <br />MASONRY <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />BEAM DESIGNATION <br />THAT XFXX-1T/1MAB INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />SCALE: 3/4"=T-9' <br />REINFORCING <br />1 <br />OF BOND BEAM <br />AND XFXX-1T/OMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX- ITAM,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - IT,OM/OB INDICATES A SINGLE BONO BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 13/16 <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 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />31M„ <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />PRECAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE, 145 MIN HEAD SIZE .3D0 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />= SLOPE <br />FROM EACH END AND 18" <br />70' <br />N 1-1/4" <br />`�� <br />M <br />EMBEDMENT <br />b <br />_ <br />26 (MIN 2X 3)23/16 <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 <br />2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" W FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" <br />MIN. 2-12C PER BILK EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: , 1/I'=,'-0" <br />C <br />3 <br />SCALE: 3/4"=1'-0" <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />\ <br />THROUGH LINTEL <br />I <br />I <br />I <br />SINGLE A5 CORNER <br />4. <br />BAR, 30x30 TURNED UP <br />S pll I <br />I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />/ <br />FILLEDLLED CELL BOND. BEAM <br />0 <br />II I <br />II / <br />� <br />8x8 CMU PIER <br />PROVIDE BAR <br />qq� <br />MA <br />W/ SINGLEN. OR DOUBLE REINF. BAR(S), <br />S <br />AT EACH SIDE <br />SEE PLAN. <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />//fLUll/ <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />� SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesWngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />Ilk FAX: 813586-2.2 <br />1p(l, <br />UBDrv. & L.OT <br />SILVERADO <br />LOT #4 <br />BLK 15 <br />OJECT# <br />71 . —0415 <br />uoDEL: <br />2795—CAMDEN <br />GARAGE 8111IING: <br />LEFT <br />PAGE: <br />DETAILS <br />15 H EJA B <br />2021 <br />DATE 03/03/21 <br />SCALE: 1/4"=1'-O" <br />SEEMET <br />%s2.1A <br />