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NOTES TO THE INSPECTOR/CONTRACTOR TYR 6k6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 '� <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 />PLACE STEEL HEIGHT. <br />pQ VAN REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />lyG0 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 Bk16" b <br />pdE / 5. 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 1#5 <br />/ TOP OF THE LINTEL. I. g^ I- 1441 N. RONALD REAGAN BLVD. <br />VERTICAL REBAR WI 10" HOOK 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. X`'-�` <br />P�5 4 agp 8x16 DEL. BOND TOP OF LONGWOOD, FL32750 <br />BEAM W/ (1) #5 BAR BOND BEAM PH: 407-774-6078 <br />EACH COURSE FAX' 407-7744078 <br />• / www.abdeslgngroup.com <br />• �� W/8(8 #5 BAR .y. BOND BEAM <br />BOND TOP OF AA #: 0003326 <br />F =FILLED W/GROUT <br />30" TYPICAL <br />F <br />U =UNFILLED <br />GROUT SOLID FROM <br />TOP <br />#5 BAR IN BOND BEAM <br />` � �\pT�+p <br />NOMINAL LINTEL TO TOP OF BOND <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />OF OPENING <br />SEE NOTE 5 <br />A V'�N <br />16-1 T/1 <br />{� <br />8x8 PRE -CAST CONCRETE <br />EO <br />�SFEP NOMINAL�� <br />a HEIGHT #OF#5'S,TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />V <br />LINTEL W/(1)#S BAR (LINTEL <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2' OR <br />MASONRY <br />BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT %X <br />OF #VS, BOTTOM <br />8x8EL, TEL(Ll)CONCRETE <br />1 <br />SCALE: 3/4"=1'-0'• <br />ANOXF 1T/OMNBINDICATS SINGLE BOND BEAM <br />INDICATES A SINGLE BOND BEAM <br />AND THIS ENGINEER'S <br />A IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />PLACED IN LINTEL <br />PLACED <br />W/O <br />LINTEL W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS TOPb. <br />OF OPENING <br />AND XUXX-1TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />1/4") 6" FROM EACH END AND <br />18" O.C. MAX. MIN <br />EMBEDMENT <br />PRE-CAST <br />11/4' 24 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW C SIZE.145 MIN HEAD SIZE.300 <br />SILL MIN EMBEDMENT 1 6" <br />SLOPE FROM EACH END ANDND18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT A ` <br />2x8 (MIN 2 X 3) 2-3M6 W u^ <br />TAPCON OR DRIVE PIN (MIN W <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q <br />1/4") 8" 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 />7/16" DEB SHEATHING <br />TYPICAL MASONRY WINDOW CMU WALL <br />SILL CONSTRUCTION 5ARCHWAY FRAMING DETAILS <br />r = <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />OVHDIV. AI: L07il <br />ABBOTT PARK <br />LOT #13 <br />BLK. #9 <br />PROJECT# <br />04181.000-13091 <br />MODEM <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH C <br />: <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />SOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE' 3 4"=1'-0" <br />a <br />AR <br />DAPS: 6/15/21 <br />OIIEET <br />S2.1A <br />