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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP V'xg' 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <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 />p4J REINFORCING (1_2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN, <br />STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST 7#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" <br />= <br />BOND <br />,::1#5 <br />CORNER W/ 30" FOR <br />p4E 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •• <br />#5 BAR LAP EACH <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />VERTICAL REBAR W/ 10" HOOK <br />/ n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />/ p8g'�� BX16 DEL. BOND TOP OF <br />2 a BEAM W/ (BOND <br />BAR BOND BEAM <br />/ �\OSN EACH COURSE <br />• <br />TOP OF <br />BOND AMJREFERI� <br />• Nip W/ (1) #5 BAR BONDBONDBEAM4" <br />1�'-TYPICAL <br />F = FILLED W/ GROUT <br />I tNUUNFILLED GROUT SOLID FRNOMINAL LINTEL TOTOP OOFOPENING <br />IH#OF#5'S, IN E BOND BEAM,IFFILLED r#5 <br />BEAM COURSESEE <br />BAR IN BOND BEAM <br />NOTE 5 <br />CASTC0`'�FA®LINTELW/(1)#5 <br />/ B <br />L8.8 INTEL <br />�16-1T/1 <br />L MASONRY <br />LENGTH OF BAR <br />e HEIGIHT <br />CORNER <br /># OF #5'S, TOP OPENING-7' <br />IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR2BEAM DESIGNATION <br />BONDBEAM OF TE <br />REINFORCING OF BOND BEAM <br />AND XFXX-IT/OM/O IB NDIC TES ASNGLELBOND BEAM PLACD#51IN LI TEL^ LIN ERL, W/OS ER j'IT <br />THIS INTENTTO <br />IS ENGINEERS PLAN FOR LOTOP <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - 1 T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3) <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />DRIVE P <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114' <br />#S BAR BENT <br />AS SHOWN <br />PRE -CAST ff <br />WINDOW <br />SILLSIZE. <br />LOPE <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23116 TAPCON <br />OR DRVE PIN (MIN SHANK <br />145 MIN HEAD SIZE 300 <br />MIN EMBEDMENT ,FROM <br />EACH END 18" <br />D.C. MAX. MIN 1- 4" <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 23/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING <br />/7116"OSB <br />BOND BEAM <br />EACH CELL HOOKED IN <br />V2X4 <br />18" O.C. MAX. MIN 1-1/4" N <br />MIN. 2-12tl PER BLK. EA. END <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />STANDARD ACIHOOK <br />TYPICAL MASONRY WINDOW <br />SHEATHING <br />SILL CONSTRUCTION <br />CMUWALL <br />CORNER BARS <br />AT CORNER STEP <br />ARCHWAY FRAMING DETAIL <br />3 SCALE: 3/4'=1'-0" <br />5 SCALE: 3/4"=1'-0 <br />\Nth �L�i <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL 50 THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />,3 <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />II / <br />FILLED CELL BOND. BEAM <br />II I II <br />II I u <br />- <br />II I�8x8 <br />rH— <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />6)SI.NGLE.ItT!�,.LTIPLEOP.ENING.S <br />'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />b <br />S <br />b <br />6 <br />stmnlV. & LOT: <br />ABBOTT PARK <br />LOT# 34 <br />BLK. 7 <br />PROJECT <br />04181.00 -34071 <br />MODELc <br />3EAB <br />"1504-ALLE)C' <br />GARAGE B'WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />