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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR V# 10" HOOK <br />\\ <br />G�\h <br />l000 <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />° Ns O <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING, <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING <br />HEIGHT. <br />4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />S. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />F = FILLED W/ GROUT <br />30" TYPICAL t� U = UNFILLED <br />NI # OF #5'S, IN 2ND BOND <br />WIDTMBEAM COURSE <br />NAL <br />#5 BAR IN BOND BEAM <br />io-0 <br />16-1T/1 / B <br />NOMINALHEIGHT # OF 95'8, TOP <br />CORNER BOND BEAM COURSE <br />REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT 0OF#5'S, BOTTOM <br />1 THAT XFXX-1TM M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />SCALE: 3/4"=1'-0" AND XFXX- 1T/OM/OB INDICATES A SINGLE BONDBEAM <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />1--#5 MIN. REWIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3f4"=T-0' <br />WINDOW <br />PRE -CAST +31AS' <br />WINDOW 4. <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'-O' <br />SINGLE #5 CORNER 1 <br />OF <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 SAR <br />AT EACH SIDE <br />STEEL REINR OF — OF ELEVATION <br />BOND. BEAM — CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3l4'=1'-O' <br />TYP. Vkd" 61 <br />BOND BEAM <br />TYP. B"x18" Ip <br />BOND BEAM <br />m_ <br />*-Ri4 <br />#5 <br />Bx18 OSL. BOND TOP OF <br />BEAM W/(1)#5 BAR 14 BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF i. <br />W/ (1) #5 BAR .y�: BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8z8 PRE -CAST CONCRETE <br />LINTEL W/ (1) 05 BAR (1-2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2" <br />OR BEAM DESIGNATION <br />2 <br />8z8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0' <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS rno . <br />WOODBEOTI011 <br />FABTBBI3PACINS <br />d. =P' MIN, 2 f MAX <br />a = 2 -' MIN, 9" MAX <br />pm <br />&=1 t"MIN, 2}"MAX <br />ea = t'MIN, 2 ? MAX <br />d. =2" MIN, 2 �' MAX <br />a = 2 t MIN, V' MAX <br />W� <br />}'MIN, 2 e MAX <br />ee : t' MIN, 2 e MAX <br />d.=Y'MIN, 2 e MAX <br />a = 2 t'MIN, 9" MAX <br />i"MIN, 2}"MAX <br />ea = t' MIN, 2 e MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 �' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />a = SPACING BETWEEN ADJACENT FASTENERS <br />INA ROW <br />% = SPACING BETWEEN ROWS OF FASTENERS <br />ea = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />$ SCALE: N.T.S. <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdeslggmup.com <br />AA #: 0003325 <br />�annn; <br />summ A# LOTS <br />SILVERADO <br />LOT #51 <br />BLK. #6 <br />PMJMT <br />04128.002-51061 <br />swDEMA <br />4EHB <br />f/2605- HAYDEN" <br />OAAAOX swank <br />RIGHT <br />PAGI: <br />DETAILS <br />150 MPH EXP. B <br />AR NO 06723 A <br />DAM 1/17/19 <br />ecALM 1/4e=1'-0" <br />NQ?ECT <br />S2.1A <br />