Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYR8'xv, m #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 ACHIEE THE REQUIRED BEARING�c <br />PLACE STEEL <br />,hy HEIGHT. <br />J REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />��G<H 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 B'106' <br />i <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />pJE _ <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />/ / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL, <br />/ n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.' —B <br />� <br />VERTICAL REBAR W/ 10" HOOK <br />St1�µE0 <br />8x16 DBL BOND TOP OF <br />2 1;BEAM W/(1)#5 BAR 80N0 BEAM <br />/ ,pt�Ot� EACH COURSE <br />• <br />8x8 BOND BEAMT�TOP <br />• \�O <br />-`�a W/ (1) #5 BAR <br />3a'rvPL <br />�\O �p4�V F=FILLED W/GROUT U = UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BONOF OPENING <br />((""��# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL/BEAM <br />WIDTH <br />COURSESEE <br />#5 BAR IN BOND BEAM <br />NOTE 5 <br />I[Bx8 PRE -CAST CONCRE16-1T/1M/ B LINTELW/(i)#58AR(l2NOMINAL� <br />LENGTH OFBAR=WIDTMASONRY <br />HEIGHT # OF #5'S, TOPOPENING-2' <br />CORNER <br />IT IS THIS ENT DSEAMCOURSE OR DESEGNATION <br />THATXFXXN�TIEM/OBINDCATESADOUBLEBONDBEAMN #OF#5'S,BOTTOM 8x8PRE-CAST CONCREBEAM <br />REINFORCING OF BOND BEAM <br />AND XFXX-iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)IT <br />IS THIS ENGINEER'S INTENTAND XUXX- 1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDTO PLAN FOR LOCATIO <br />LINTEL OF OPENING <br />AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1-3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />SIZE ,300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />#5 BAR BENT <br />ASSHOWN <br />..9,i4" <br />PRE -CAST -'A <br />WINDOW <br />EMBEDMENT <br />2x6(MIN 2 X 3)2-/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />o SLOPE <br />MIN EMBEDMENT 1 1/lf) 8 <br />FROM EACH END AND 16' <br />Zqr <br />O.C. MAX. MIN,-1/4" <br />EMBEDMENT <br />4 <br />' <br />OPEN FACE SHELL SO <br />AE PCON OR DR PIN (MIN <br />As O ALLOW BENT <br />'EMBEDMEND <br />BAR TO BE PLACED IN <br />S ZE 300 MIN 1 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />/2X4 <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />BOND BEAM EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/16'OSB SHEATHING <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />AT CORNER STEP <br />6QALE:„2'=1'-0 <br />ARCHWAY FRAMING DETAIL <br />PROVIDE 3" DIA, HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />> I <br />- <br />I <br />SINGLE #5 CORNER <br />n <br />BAR, 30x30 TURNED UP <br />O <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II / <br />8x8 CMUPIER <br />W/ SINGING OR DOUBLE REINF. BAR(S), <br />PROVIDE BAR <br />SIDE <br />AT EACH SIDE <br />JU <br />SEE PLAN. <br />I( / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />1 ' LINTEL <br />CHANGE IN <br />//fYJI/ <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />I1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.B bdesigngrou p.com <br />AA #: 0003325 <br />r <br />" <br />all <br />__ - <br />gxnmxV. da LOT: <br />ABBOTT PARK <br />LOT# 36 <br />BLK. 7 <br />PROJECT# <br />04181.000-36071 <br />1[ODEL: <br />3EAB <br />"1504-ALLEX" <br />GARAGE 8WING: <br />LEFT <br />1PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0 <br />DA06/14/21 <br />SCALE: 1/4"=1'-0" <br />B*Em= <br />S2.1A <br />