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#5 CORNER BAR Wl 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1(Y' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE'. 3/4"=V-0" <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BONDBEAM <br />I—#5 MIN. REQUIRED 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: 3/4"=1'-0' <br />V <br />�G <br />J� <br />O � / <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <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 REQUIRED 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 SO 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 />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />T I/ OF F = FILLED W/ GROUT <br />-(t\ U =UNFILLED <br />\� NOMINAL <br />WIDTH <br /># OF#5'S, IN 2ND BOND <br />,BEAM COURSE <br />pB�G�C�; NOMINAL—� <br />Q HEIGHT # OF OVS, <br />"�\�v0 16-1T/1I7#0— <br />B <br />TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM <br />COURSE <br />THAT XFXX-1T/lMNB INDICATESADOUBLE SONDBEAM <br />#5'S BOTTOM <br />AMC) XFXX-1T/OMMS INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 3114" <br />WINDOW A' <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 �SCALE: <br />SINGLE #5 CORNER I <br />BAR, TURNED LIP T <br />OR TURNED DOWN INTO I STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />dnnn �1#5 <br />ONDBEAM <br />BONDBE <br />1#5 <br />TYP. &,Xle, ip <br />BOND BEAM <br />OX16 DBL BOND — TOP OF <br />BEAM W/(1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.y_ BOND BEAM <br />GROUT SOLID FROM <br />T P <br />LINTEL TO TOP OF BOND <br />O OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING -7' <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/4''=T-D' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />T— . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .30D <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1X' <br />EMBEDMENT <br />2x8 (MIN 2 X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 6" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />088 SHEATHING <br />WALL <br />r ARCHWAY FRAMING DETAILS <br />WOOD SECTION <br />FAIFENER TACM <br />d. =7' MIN, 2 J' MAX <br />a,=2 tMIN, 9"MAX <br />9)214 <br />s=1} MIN, 2}"MAX <br />ea = t MIN, 2 J' MAX <br />d. =7' MIN, 2 tMA% <br />4=2}'MIN, 9'MAX <br />W� <br />a-1}'MIN, 2} MAX <br />ey =t' MIN, 2 J' MAX <br />d• =2" MIN, 2 k MAX <br />A = 2 f' MIN, 9" MAX <br />M2d <br />5-1}"MIN, 27J"MAX <br />ey = t MIN, 2 k" 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 />4 = SPACING BETWEEN ADJACENT FASTENERS <br />INA ROW <br />a : SPACING BETWEEN ROWS OF FASTENERS <br />e. = EDGE DISTANCE <br />$ DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH:407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com, <br />AA #: 0003325 <br />DID <br />[fill <br />BUDDIV & LOT. <br />ABBOTT <br />PARK <br />LOT## 1 <br />BLK# 11 <br />PROJECT* <br />04181.000-11112 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH E <br />