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95 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1a' HOOK — <br />w <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-a' <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />I—#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />pie PLACE STEEL <br />REINFORCING (L2) <br />�G� / AS DEPICTED HEREIN. <br />04 / <br />/ ��o'K'-2 gee• <br />• <br />•4 p <br />F =FILLED W/GROUT <br />UNFILLED <br />NOMINAL <br />WIDTH <br />�E� NQMINALL---16-1T/1 <br />e HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1 T11M,OB INDICATES A DOUBLE BOND BEAM <br />AND XFXX- iT,OM/OB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX- iT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <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 SOTHAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />S. 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 />5. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br /># OF #5'S, IN 2NO BOND <br />SEAM COURSE <br />.7B <br />#5'S. BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST v31Fi <br />4. 2v <br />WINDOW <br />SILL <br />g SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP �I Y'� <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PRO <br />RATOVEACH SIDE <br />IDE #5 BAR <br />STEEL REINF. OF OF ELEVATION <br />SOND.BEAM CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-a' <br />TYP. SScB" k j <br />BOND BEAM <br />TYP. B'k18' ro <br />BOND BEAM <br />8x16 DBL. BOND TOP OF <br />BEAM W/(1)#5 BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />P F <br />l0F'0_PENIN.A <br />W/(i)#S BAR <br />.y: SON D BEAM <br />GROUT SOLID FROM <br />LINTEL TO TOP OF BOND <br />BEAM, IF FILLED LINTEL.SEE <br />exe PRE -CAST CONCRETE <br />LINTEL W/ (i) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />ex8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL(L1) REFER <br />TO PLAN FOR LOCATIONS <br />r.,., . <br />PRECAST HEADER(MIN) <br />2.4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />le. O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2.3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT i 1/4") S' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE ,300 MIN EMBEDMENT 1 <br />2-SOLID .—KING <br />1/4") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" <br />MIN. 2-12d PER ELK EA. END <br />EMBEDMENT <br />CBS SHEATHING <br />WALL <br />5 RCHWAY FRAMING DETAILS <br />WWDSB = <br />FASTBOVACNB <br />d. -2" MIN, 2 }" MAX <br />s. = 2 y' MIN, 9" MAX <br />W� <br />s, -1 a MIN, 2 �' MAX <br />ed = }' MIN, 2 J' MAX <br />d. =Z' MIN, 2 �' MAX <br />s =2t MIN, 9" MAX <br />Wm <br />s, =1 �' MIN, 2 ?MAX' <br />ed = }' MIN, 2 ? MAX <br />d. =2" MIN, 2 �' MAX <br />s. = 2" MIN, 9" MAX <br />?"MIN, 2}"MAX <br />d=t"MIN, 2 J'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 l t' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />= EDGE DISTANCE <br />vDOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX:407.774.4078 <br />www.a bdeslgngro Up.com <br />AA #: 0003325 <br />4. <br />S <br />O <br />a <br />ABBOB TT PARK <br />LOT #2 <br />BLK #14. <br />PHASE 4C <br />FROT* <br />04181, 04C-02141 <br />moasia <br />4EHB <br />"2605- HAYDEN" <br />0ARA0a awa90, <br />RIGHT <br />PALM- <br />DETAILS <br />%160 MPH EXP. C <br />11 <br />,It <br />Dw� 10/26/21 <br />sCALM 1/4"=f-0" <br />sx�r <br />S2.1A <br />