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NOTES TO THE INSPECTOR/CONTRACTOR TYR gxg. 1#6 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />e\, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B �r <br />O <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 1/K <br />STRUCTURE A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6x16' fp <br />5. COURSELD THEOF BOND BEAM IS OMITTED AND A LINTELS PLAUBLE BOND BEAM COINCIDE WITH A CrEL THE ED. THE BOTTOM BOND BEAM <br />#8 CORNER BAR W/ 30" LAP FOR EACH <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 />A \a. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10' HOOK <br />/ g � ��O <br />PO e� 8x16 DBL. BOND TOP OF <br />/\0��.2 eiL� BEAM W/(1)#5 BAR BOND BEAM <br />0 EACH COURSE <br />• <br />G 8x8 BOND BEAM TOP OF <br />• ���\� W/ (1) #5 BAR _ BOND BEAM <br />30" TYPICAL <br />F FILLED W/GROUT <br />.\\Apt U = UNFILLED GROUT SOLID FROM TOP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />A\16-1 T/1 8x8 PRECAST CONCRETE <br />NOMINAL—� LINTEL W/(1)#5BAR (L2) <br />PgS�e�tl <br />LENGTH OF BAR = WIDTH OF MASONRY <br />HEIGHT #OF#5'S,TOP OPENING-2' <br />CORNER <br />BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX- 1TH MOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8.8 PRECAST CONCRETE SCALE 34"=1' Y' <br />REINFORCING OF BOND BEAM <br />1 <br />AND XFXX- IT/OM,OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />SCALE'. 314"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XLM - ITHMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED Tom' <br />LINTEL OF OPENING <br />AND XUXX-1TNM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3) I-X16 <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 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />(MIN 2 X 3) TAPCON <br />_e 14' <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />OR MIN S <br />WINDOW <br />SILL <br />SIZEA45 MIN HEAD SIZE .- <br />MIN EMBEDMENT 1114")8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />O+ <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2J/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.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") e" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />UPPER AND LOWER <br />1 MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />#5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM WI <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAYFRAMINGDETAIL <br />AT CORNER STEP <br />SCA- „ ==,,�. <br />5 <br />3 <br />SCALE: 3/4"=1'-0" <br />E� <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 />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />�tiF R II / <br />FILLED CELL BOND. BEAM <br />II I� <br />MA <br />8X8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE 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 SCALE: 3l4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />AB. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 913586-2802 <br />SVHDIV. & LOT <br />SILVERADO <br />LOT #2 <br />BLK 15 <br />PROJECT# <br />03719.001-02 <br />MODEL <br />2795-CAMDEN <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />1 H E . B <br />