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#5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ W HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-O" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p 2b. #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 95 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE. BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F� F = FILLED WI GROUT U = UNFILLED IOMINAL # OF #5'S, IN 2ND BOND VIDTH BEAM COURSE 16-1 T/1 I / B NOMINAL HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT# OF #5'S. BOTTOM THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OW08 INDICATES A SINGLE BOND BEAM WINDOW PRE CAST •31l4" a tv WINDOW SILL `SLOPE zt TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/7=1'-0' SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' TYP. 6B6' 61 1#5 BOND BEAM 1#5 TYP. 8"x16' BOND BEAM 8xl6 DBL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TO OF W/ (1) #5 BAR .e�; BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING _2, OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (L1) REFER 0 TO PLAN FOR LOCATIONS rna WOO 111110 011 FAMMI FACFiB d. =2- MIN, 2 } MAX %= 2 b MIN, 9- MAX MIN, 2 ee MAX MIN, 2 ? MAX d. =2" MIN, 2 }' MAX %= 2 t MIN, 9" MAX =1-'MIN, 2 }" a=}'MIN, 2}'MAX de =2' MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX %' MIN. 2 } MAX e=J'MIN, 2 i"MAX "MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF M41LS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 : OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, =SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-1744018 www.abdasfgngroup.com AA #: 0003325 q Z� JJ ®sQ A __LLJj Svaaiv. as LOT: ABBOTT PARK LOT #1 BLK #8 PAGJECTI/ 04181.000-01082 U0DEL 4EHB "2605- HAYDEN" GAllAGE 8M MG: RIGHT PAGE: DETAILS 60 MPH EXP.