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#5 CORNER BAR W/ 30" LAP FOR EACH O�E�' <br />COURSE OF BOND BEAM <br />VERTICAL RE8AR NY 10' HOOK —� <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0, <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LONER <br />BOND BEAM <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <br />7p, ,LSs <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM VW <br />STANDARD ACI HOOK <br />CORNER BARS <br />8 AT CORNER STEP <br />SCALE: 3/4"=1'-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <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. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 <br />TOP OF THE LINTEL <br />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />AD7H <br /># OF #5'S, IN 21111 BOND <br />BEAM COURSE <br />16-1T/1 <br />NOMINAL—�� <br />/ B <br />HEIGHT # OF #68, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM <br />THAT XFXX-1T11 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE CAST :• 3 1l4" <br />WINDOW e. <br />SILL Z <br />� SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 i/2"=1'•0' <br />SINGLE #5 CORNER 1 <br />BAR, 3000 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />TYP. BE8NV' <br />BOND BEAM <br />�1#6 <br />1#5 <br />TYP. &N18" <br />}p <br />BOND BEAM <br />#5 <br />� 8 <br />8x18 DBL BOND TOP OF <br />BEAM W/ (1)#'5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND SEAM <br />W/(1)#5 BAR .,L. BOND BEAM <br />GROUT SOLID FROM P <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING-7 BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS mo . <br />WOOD wn0N <br />FA9190VACINB <br />d. =2" MIN, 2 f' MAX <br />%=2 t' MIN, 9" MAX <br />W� <br />; =1 � MIN, 2 �' MAX <br />}'MIN, 2 eMAX <br />d.=Y'MIR 2 e MAX <br />=2 t"MIN, 9"MAX <br />-1 I' MIN, 2 ?'MAX' <br />ea - t MIN, 2 ?MAX <br />d. IZ MIN, 2 }'MAX <br />0. -2 }' MIN, 9" MAX <br />low <br />; -1 f MIN, 2 r MAR <br />.=t"MIN, 2z MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 k OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />% = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />= SPACING BETWEEN ROWS OF FASTENERS <br />0. = EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />r- a <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32150 <br />PH: 407-77443078 <br />FAX: 407-774.4078 <br />www.abdeaigng-up.com <br />AA #: 0003325 <br />Y <br />O <br />Y <br />aysa:v. ea WTI <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />]pmo" CT* <br />04128.002-17 7 <br />MOD=- <br />4EHB <br />"2605— HAYDEN" <br />GARAGE eMUM: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. Pj <br />