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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'x6' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT.alp �040N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND LNG 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. TYP. 6k16' b S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. / It ��1a. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. B * 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 1O' HOOK pfp LONGWOOD, FL 32750 FE 8xl6 DBL. BOND TOP OF PH: 407 774-.078 SN: i s BEAM W/ (1) #5 BAR BOND BEAM FAX: 407 7744078 ' ,N10 EACH COURSE W W AX: 407-774- 078 BOND TOP OF Ec��t>G W/8(1 #5 BAR .y: BOND BEAM AA M: 0003326 pOp F=FILLED W/ GROUT 3a' TYPICAL I '(1'`O U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 p0g FEpEO 16-1 T/1 BIN ERE`NCAS #S BARR�,E NOMINAL�� MASONRY e?� LENGTH OF BAR = WIDTH OF CORNER HEIGHT #OF#TS, TOP OPENING -Z' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE 1 AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-O" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/1Ml0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/DM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM TAPCON OR IIRIVE PIN (MIN /16 AT HIGHER ELEVATION WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 —AF z AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT m � � Q a #5 BAR BENT AS SHOWN 3 1/4 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW z SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4")8" SLOPE FROM EACH END AND 18" vo• qa ro O.C. MAX. MIN 1-1/4" EMBEDMENT IA to 4 2x6 (MIN 2X 3)2-3/16 W OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE. 145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O UPPER AND LOWER 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EACH CELL HOOKED IN EMBEDMENT TOP BOND BACIEAMOO TYPICAL MASONRY WINDOW STANDARD 'EA HOOK 7/16' OSB SHEATHING O CMU WALL CORNER BARS SILL CONSTRUCTION 9 AT CORNER STEP SCALE112"=1'-0" ARCHWAY FRAMING DETAILS SCALE: 3/4"=l'-0" 6Eql a SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF a FILLED CELL BOND. BEAM 4 e, 0 0 PROVIDE #5 BAR AT EACH SIDE a SUDDIV. de LAT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODELS 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 6CYVH EXP. WHERE: d. = END DISTANCE , = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE STEEL REINF. OF OF ELEVATION e BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT NO 7 8 SCALE: 3/4"=1'-0' SCALE'. N.T.S. DATE: 06/14/21 SCALE: 1/4"=1'-0" SKEET S2.1A WOOD SECTION FASi19l118PACM 4 =2" MIN, 2 }'MAX s, = 2 t MIN, 9" MAX mw s=1}"MIN, 2}"MAX d ='J' MIN, 2.}" MAX dB =2"MIN, 2 }" MAX W = 2 J' MIN, 9" MAX 6=1}J'MIN, 2}"MAX ed = J' MIN, 2 }" MAX 4 =2" MIN, 2 }'MAX sa = 2 J' MIN, 9" MAX R)W S=1}"MIN, 2}"MAX' ed=}"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