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#5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 70 19 #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 (1-2) 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) #5 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 W DEEP. T I/ F = FILLED W/ GROUT (\A U=UNFILLED �N\O NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1T/1 i7— l/ B p85�F�� NOMINAL—�� aQ� HEIGHT #OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 MOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MKIB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - ITNMM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST -`a 10 WINDOW SILL Z - SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' TYP. 9191 aoj BONDBEAM TYP. B'k16' =O BONDBEAM ' OX16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND SEAM EACH COURSE 8xB BOND BEAM TOP OF W/(1)#5 BAR .L: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2 BEAM DESIGNATION OR 2 exe PRE -CAST CONCRETE LINTEL, W/O STEEL ILI) REFER TO PLAN FOR LOCATIONS TOP y PRECAST HEADER(MIN) 2" (MIN 2X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") e" FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 -4 SOLID BLOCKING 1/4") 9• FROM EACH END AND SECURE TO SHEATHING W/ 16' O.C. MAX. MIN 1-1/4" MIN_ 2-12d PER ELK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" =1 •-0" de e e SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se e FILLED CELL BOND. BEAM PROVIDE #5 BAR E e ll AT EACH SIDE e STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: WOOD SECTION FASTENER SPACING d• =2" MIN, 2 }" MAX % = 2 }' MIN, 9" MAX %=1 }' MIN, 2 }'MAX ee = t' MIN, 2 }"MAX d, =2" MIN, 2 }" MAX % 2i'MIN, 9"MAX (2)216 5=1}"MIN, 2}"MAX e• _ }" MIN, 2 }'MAX 4 =Y MIN, 2 }" MAX s,=2}"MIN, 9"MAX M2d a=1 }"MIN,2}j'MAX e• _'j" MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF MAILS 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. c6 = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS e• = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y Y N O r 9—LL A f BBOTT PARK LOT #18 BLK. #7 PROJECT* 04181.000-18071 MODEL: 4EHB "2605—HAYDEN" GARAGE SVWG: LEFT PAGE: DETAILS %160 MPH EXP. C rpDATE: 05/06/21 SCALE: 1/4"=1'-0" SFMET s2.1A