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NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHT. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />,A- <br />J REINFORCING (L2) q. 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 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR FW6' b <br />014 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />tl5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ ,#5 <br />COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. I- 1. 1441 N. RONALD REAGAN BLVD. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F--�F <br />VERTICAL REBAR W/ 10' HOOK p9`''�� 8x16 DEL. BONO TOP OF 10 LONGWOOD, FL 32750 <br />/ 1 S BEAM W/( <br />BEAM BAR BOND BEAM PH: 407-774-6078 <br />�\o<H EACH COURSE FAX: 407-774-0078 <br />• / www.abdeslgngroup.com <br />p 8x8 BOND BEAM TOP OF AA #: 0003325 <br />• p�� F =FILLED W/GROUT W/ (1) #5 BAR .*: BOND BEAM <br />�" TYPICAL I O U =UNFILLED GROUT SOLID FROM TOP <br />NOW LINTEL TO TOP OF BOND OF OPENING <br />y WIDTH # OF #5'S, IN' BOND BEAM, IF FILLED LINTEL <br />#5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 <br />M111 O 16-1 T/1 � B 8x8 PRE -CAST CONCRETE <br />������ MINAL <br />LINTEL W/(1);YS BAR (L2) MASONRY <br /># OF #5'S, TOP LENGTH - BAR =WIDTH OF <br />OPENING OPENING-7 ` <br />CORNER T ATXFXENGINEERS INTENT M1013INDICATESADOUBLEBONOBEAMDBEAMCOURSE OR #OF#5'S,BOTTOM B 8PRE-CAST CONCRETE BEAM DESIGNATION <br />2 SCALE: 3/4"=1'-0 <br />REINFORCING OF BOND BEAM ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />1 IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1'-0" AND XUXX- iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 <br />AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN <br />WINDOW SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION 1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-14' <br />EMBEDMENT <br />1 <br />lay <br />p� <br />#5 BAR BENT <br />ASSHOWN PRE -CAST i31'R 2x6(MIN 2 X 3) 23/16 TAPCON <br />'e. OR DRIVE PIN (MIN SHANK <br />WINDOW 2 ,OR <br />ZE.D5 VE PIN (MIN <br />300 <br />SHANK <br />SILL f MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />H <br />4 <br />2x8 (MIN 2 X 3) (MIN W <br />OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O <br />UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND NSINC2-12tl PER ERE TO LK. EA. ENDHING / <br />BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" <br />TOP BOND BEAM W/ EMBEDMENT <br />STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'OSB SHEATHING <br />SILL CONSTRUCTION CMUWALL <br />CORNER BARSBQALE:1ARCHWAY FRAMING DETAILS <br />AT CORNER STEP 5 SCALE: 3/4"=1'-0" <br />l 3 SCALE 3/4"=T-9' <br />I• <br />a <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />s. <br />FILLED CELL <br />BOND. BEAM <br />a <br />� <br />Ea <br />• <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />S ABBOT'S <br />PARK <br />LOT #25 <br />BLK #7 <br />PROJECT* <br />04181.000-25071 <br />acoaEie <br />4EHB <br />"2605—HAYDEN" <br />GARAGE S711NG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 PH <br />WHERE: <br />tl6 = END DISTANCE <br />%= SPACING BE EN ADJACENT FASTENERS <br />IN A ROW <br />s, = SPACING BETWEEN ROWS OF FASTENERS <br />. = EDGE DISTANCE <br />J 72 <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 <br />7 SCALE: 3/4"=1'{f � SCALE: N.T.S. <br />rATM 06/1 1 <br />CALE: 1/4"=1'-0" <br />HEET <br />S�.1A <br />WOME M <br />Ri/IB6 VACN8 <br />tl. =2" MIN, 2 *'MAX <br />s. = 2 }' MIN, 9" MAX <br />W� <br />a =7 }" MIN, 2 }, MAX <br />ea=}"MIN,2}"MAX <br />tl. =2" MIN, 2 *'MAX <br />s. = 2 }' MIN, 9" MAX <br />}'MIN, 2 }" MAX <br />e,=*'MIN, 2�'MAX <br />d. =2" MIN, 2 *'MAX <br />s,=2j'MIN, 9" MAX <br />-1 J'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 1 �' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />