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NOTES TO THE INSPECTOR/CONTRACTOR TYR 6L8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ED 1#5 " 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHT.L.AcE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ��c OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6'x16' �O 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR WI 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK �\ �'�O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. -- 1I N. RONALD RL327 BLVD. �r. BX16 DBL BOND TOP OF LONOWOOD, FL 32750 BEAM W/ (1) # 5 BAR BOND �- PH: 407-774.8078 • \Q a 4 EACH COURSE FAX407-7744078 G wwwA esigngroup.eom \r\ 8X8 BOND BEAM TOP OF AA #: 0003325 • �TG� W/ (1) #5 BAR .1j BOND BEAM t3(0r"TYPICAL #5 BAR INND BEAM I .\\AU= UNFILEFILLED WO/GROUT GROUT SOLID FROMNOMINAL LINTEL TO TOP OF BONDWIDTH # OF #5'S, IN 2NO BONDBEAM, IF FILLED LINTEL. BEAM COURSE �/c SEE NOTE 5 16-1T/1 8XB PRE -CAST CONCRETE CORNER REINFORCING OF BOND BEAM 1 SCALE: 3l4"=1'-O' 8 R p� OFF' NOMINAL—� Q� HEIGHT # OF OTS, TOP s I715 THIS ENGINEER 'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MA1B INDICATES A DOABLE BOND BEAM AND XFXX- 1TOAOW INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEERS INTENT AND XUXX-1T/1MI081NOICATE3 A DOUBLE BOND BEAM ABOVE UNFILLED UNTEL # OF #5'S, BOTTOM PLACED IN LINTEL LINTEL W/(1)05BAR (L2) MASONRY LENGTH OF BAR - WIDTH OF OPE"'NG-2' BEAM DESIGNATION OR 2 SXS PRE -CAST CONCRETE LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS T OF OPENING AND XUXX-1TMWB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW —4 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" 4 a EMBEDMENT #5 BAR BENT AS SHOWN PRE -CAST 3 1t4" 2.6 (MIN 2 X 3) 2-3/16 TAPCON a. C OR DRIVE PIN (MIN SHANK WINDOW i SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 6' SLOPE a FROM EACH END AND 18" O.C. MAX. MIN 1.114" EMBEDMENT FA 2X8 (MIN 2X 3)23/16 W OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN UPPER AND LOWER MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 16' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOPBOND BEAM W/ TYPICAL MASONRY WINDOW STANDARD EA HOOK 7/16' OSB SHEATHING STANDARD SILL CONSTRUCTION CMU WALL CORNER BARS 4 RALE:11/2"=1'D" ARCHWAY FRAMING DETAILS AT CORNER STEP 5 scALE:3/a -1-0" J SCALE: r-t I SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se a FILLED CELL BONO. BEAM a PROVIDE #5 BAR AT EACH SIDE StMDIV. ae LoT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 MODE>1 4EHB "2605— HAYDEN" awRwGIC STIM : RIGHT Pwaffi: DETAILS 60 M EXP. WHERE: d" = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS D e, = EDGE DISTANCE D STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROM OF NAILS A Aj ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE: 3l4"=1'1Y' � SCALE: N.T.S. PDAT: 02/05/21 s: 1/4"=1'-0"" 2.1A WOODOEMM FAIrM WACM d" =2" MIN, 2 j' MAX 4-2 'MIN, S"MAX w • -1 }" MIN, 2 }' MAX 16 =2' MIN, 2 }" MAX %= 2 t MIN, 9" MAX mw ;-1 }"MIN, 2}"MAX ea = }" MIN, 2 }" MAX 4.2" MIN, 2 }" MAX a"-2 t'MIN, 9"MAX �� s =1 }"MIN, 2 }" MAX •e -t MIN, 2}"MAX 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