Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8Nff' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1a'� <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />#5 CORNER BAR W/ 39" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />,hY PLACE STEEL HEIGHT. <br />J' <br />di REINFORCING (L2) q, 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 $O THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TY8'k16' b <br />pJE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONP. D BEAM v <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 1#5 <br />TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. e <br />F� Bx1B DBL. BOND OP OF <br />BEAM Wl(1)#5 BAR BOND BEAM <br />OZ� EACH COURSE <br />• <br />8x8 BOND BEAM �p F <br />tt <br />.-TYPICAL <br />#5 BAR IN BOND BEAM <br />• W/(1)#5 BAR .`: BOND BEAM <br />�\O��pQ F=FILLED W/GROUT <br />U =UNFILLED GROUT SOLID FROM <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF OSS, IN 2ND BOND BEAM, IF FILLED LINTEL } <br />BEAM COURSE SEE NOTE 5 <br />8x6 PRE -CAST CONCRETE <br />16-1 T/1 / B <br />NOMINAL�� LINTEL W/ (1) #5 BAR (L2) <br />CORNER <br />LENGTH OF BAR =WIDTH OF MASONRY <br />HEIGHT BOND <br />P OPENING-2' BEAM DESIGNATION <br />IT THIS ENGINEERSINTENT BONG BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'•O" <br />THAT XFXX- 1 T/1MIN INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0 <br />ANDXFXX-1T BM 081NDICATESASINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER j. <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - IT/1 M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX- IT/OM/DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />WINDOW <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <br />.�3 IAPl <br />PRE -CAST ..a <br />WINDOW Ztj <br />a 2. <br />SILL g <br />'v SLOPE <br />4 <br />M <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND SEAM EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CORNER BARS <br />SILL CONSTRUCTION <br />4 SCALE: 1 1-=I- <br />3 AT CORNER STEP <br />SCALE: 31*'=l'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />I <br />SINGLE #5 CORNER <br />tt <br />/ <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8z8 CMU PIER <br />I I / W/ SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3!4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4'=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FA%: 407-774.4078 <br />www.abdesigngnwp.com <br />AA #: 0003326 <br />S <br />4 <br />Q}p <br />e <br />>BUDDIV da W76 <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PROJECT <br />04181.00t-03131 <br />i[ODEIA <br />3EFB <br />"2447-ROBIE" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />