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%5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10' HOOK %5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE. 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —%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 TYP 8W 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c 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 1N5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. B'KIS" b S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ! 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 1K TOP OF THE LINTEL. e 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. n F=FILLED W GRCUT �1q U =UNFILLED NOMINAL W O7H N OF Co.N5'SIN 2ND BOND BEAM URSE N �16-1 T/1 ill/ OMINAL B E QpE HEIGHT N OF %5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1MJDS INDICATES A DOUBLE BONO BEAM %OF%5'S, BOTTOM AND XFXX-1TgMg8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T11 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TgMgB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST +31M" 4 h WINDOW SILL z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 1 Y SCALE: , 1IT'=1'-0' SINGLE %6 CORNER I BAR, 30x30 TURNED UP INTO OR TURNED DOWN STEEL REINFOF . FILLED CELL - BOND. BEAM PROVIDE N5 8AR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0' 8xl6 DBL. BOND TOP �F BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAMT T Wl(1)05 BARD BEAMGROUT SOLID FROTQeLINTEL TO TOP OF BEAM,IF FILLED LINSEE NOTE8x8 PRE -CAST CONLINTEL W (1) N5 BALENGTH OF BAR = MASONRY OPENING-7BEAM DESIGNATION ORBx8 PRE -CAST CONLINTEL, W/O STEELTO PLAN FOR LOCmo . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND ,8" O.C. MAX. MIN 1-IW EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1W) 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 278 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD If SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN, 2-12d PER SLK. EA END EMBEDMENT OSB SHEATHING WALL RCHWAY FRAMING DETAILS w000aBcnoN FA618618?YICW 4=2'MIN, 2}"MAX %=2t MIN, rMAX W� ;=, }"MIN, 2}'MAX MIN, 2 }'MAX d,=2"MIN 2 eMAX c,=2} MIN. B"MAX 02d e, =1 ? MIN, 2 ?'MAX' a=t'MIN, 2}"MAX d. =2" MIN, 2 j^ MAX s.=2}'MIN, 9"MAX Ww F=1?'MIN. 2}"MAX ea = }' MIN, 2 e MAX *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE. • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 t OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE d. = END DISTANCE ti = BPACING BETWEEN ADJACENT FASTENERS IN A ROW S = SPACING BETWEEN ROM OF FASTENERS b = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 wwwsbdeftWoup.com AA 4: 0003325 V fg it i O i ax svly. aN LOT: ABBOTT PARK LOT #45 BLK 7 Pno mCT/: 04 .000-4 071 MODZU 4EHB "2605-HAYDEN" GARAom sWDM: RIGHT PALM DETAILS 60 MPH E fTM 09/22 221CALm: 1/4"=V-0"3m mT S2.1A