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NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'k8" 5ff;g- <br />76-,#5 <br />i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t <br />PLACE STEEL HEIGHT. <br />apt REINFORCING(2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST T#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"xt6' <br />6. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE � <br />TOP OF THE LINTEL. I- B^ 1, I <br />41 N. RONALD REAGAN BLVD. <br />VERTICAL RESAR W/ id' HOOK & eW 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F--X` <br />/ M` LONGWOOD, FL32750 <br />PEE 8x16BEAM <br />DBL. BOND T F <br />P PH: 407-7748078 <br />4 Sp BEAM W/(1)#S BAR BOND BEAM <br />,p�oS`'' EACH COURSE FAX 407-774-4078 <br />• / Bxe BOND BEAM T P www.abdasWigroup.com <br />• W/(1)#5 BAR .*; BONDBEAM AA A`: 0003325 <br />F = FILLED W/ GROUT <br />W. TYPICAL 'c�� U = UNFILLED GROUT SOLID FROM O <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />_WI / WIDTH # OF #5'S, IN 2NO BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />TE <br />#5 BAR IN BOND BEAM � SEE NOTES <br />_ -CAST CONCRETE <br />�16-1T/1 M/ B BINTERLW (t)#5BAR(2) <br />gP NOMINAL LENGTHOF SAR=WIDTH OF MASONRY <br />CORNER HEIGHT #OF#5'B, TOP OPENING-2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />REINFORCING OF BOND BEAM THAT XF%X-1T/iMABINDICATES ADOUBLE BONG BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE SCALE:34"=1'-d' <br />1 AND XFXX- 1TNMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER <br />SCALE: 3/4"=1'-d' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1TPI WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T <br />LINTEL OF OPENING <br />AND XUXX - lTNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM 2.4 (MIN 2 X 3) 1-3/16 <br />AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN <br />WINDOWA SHANK SIZE. 145 MIN HEAD <br />SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT t <br />AT LOWER ELEVATION i/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />T•1 <br />eC <br />v <br />R <br />#5 BAR BENT <br />AS SHOWN PRE -CAST 3 1'b 2.6 (MIN 2 X 3) 2-W16 TAPCON <br />a. F44 OR DRIVE PIN (MIN SHANK <br />WINDOW _ SIZE.145 MIN HEAD SIZE.300 <br />SILL Z <br />� 'SLOPE MIN EMBEDMENT 1114")6' <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT H <br />2x8 <br />R DRIVE PIN (MIN 1Ai <br />OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN <br />A5 TO ALLOW BENT SHANK SIZE.145 MIN HEAD <br />Lit <br />BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0 <br />UPPER AND LOWER 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />BOND BEAM #5 MIN. REQUIRED D 18" O.C. MAX. MIN ENT MIN. 2-12d PER BLK EA END <br />EACH CELL HOOKED IN EMBEDMENT <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWAL SHEATHING <br />CORNER BARS SILL CONSTRUCTION CMU WALL <br />4RCHWAY FRAMING DETAILS <br />l AT CORNER STEP <br />J SCALE:3/4"=l'-d' 5 <br />b <br />SINGLE #5 CORNER I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />e• <br />FILLED CELL <br />BOND, BEAM <br />PROVIDE 05 BAR <br />AT EACH SIDE <br />auiwiv. aN TAT <br />ABBOTT PARK <br />LOT #6 <br />BLK #14 <br />PHASE #4C <br />PnOJSCTtp <br />04 8 . 4C-06141 <br />MODZ et <br />4EHB <br />"2605— HAYDEN" <br />GARAGE Swn4Rci: <br />RIGHT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />WHERE: qjH /W <br />= END DISTANCE % {fl•!l! <br />s. SPACING <br />BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />S = SPACING BETWEEN ROVE OF FASTENERS <br />ee = EDGE DISTANCE r� <br />L <br />STEEL REINF. OF OF ELEVATION <br />BOND, BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL <br />CHANGE IN ROWS OF NAILS <br />ELEVATION OF BOND BEAM . DOUBLE STUD W/ 10d NAIL ATTACHMENT AR <br />7 SCALE:34"=1'-0 v SCALE: N.T.S. <br />DATE 10/26/21 <br />BCAIM: 1/4"=1'-0" <br />axSaT <br />S2.1A <br />WOOD NEC11011 <br />PA81BBI8PAON16 <br />d. =Z' MIN, 2 }" MAX <br />a = 2 }' MIN, 9" MAX <br />W� <br />a, =1 �' MIN, 2 �' MAX <br />ea = t' MIN, 2 J' MAX <br />d. -T MIN, 2 t' MAX <br />4=2}"MIN. 9"MAX <br />M2 <br />ea = }' MIN, 2 �' MAX <br />d.=2'MIN, 2}"MAX <br />4=2 "MIN, 9"MAX <br />�m <br />s, =1 �' MIN, 2 �' MAX <br />MIN, 2 }'MAX <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST I f"OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />