38400 Sonnet Landing Ave - Laserfiche WebLink

Browse Search

#5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*40OK\\�`' NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B• �t PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND OF r\G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST t#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8'k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i#5 / A TOP OF THE LINTEL. o„ , O� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �5- "' 8x16 DBL. BOND TOP OF / Q�E BEAM W/ (1)#5 BAR BOND BEAM \O 8 EACH COURSE G 8x8 BOND BEAM TOP OF #5 BA # �GN\� W/(1)#5 BAR .y: BOND BEAM F=FILLED W! GROUT -(\AN U =UNFILLED GROUT SOLID FROM TOP .t4\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 T/1 ill/ B T INAL�16-1 ��EW BD�TE CORNER H�� # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY g OPENING - 2" IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM 1 SCALE: 314"=1'-0• THAT XFX(- 1Tl1 WOB INDICATES A DOUBLE BOND BEAM #OF#55, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4'=V-0" AND XFXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/IM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) I Vl6 TAPCON OR DRIVE PIN (MIN SHANK SVE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8- FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON .a 3 19 PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4-) 8- SLOPE FROM EACH END AND 18" la m O.C. MAX. 2b EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR VE MIN HEAD OPEN FACE SHELL SO SHANK SIZE. 4I MN AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED N EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-114" EMBEDMENT MIN. 2-12d PER SILK. EA. END TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7116" OSB SHEATHING CMU WALL CORNER BARS �3 AT CORNER STEP SCALE: 3I4"=1'-0' SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" O ARCHWAY FRAMING DETAILS 5 SCALE:3l4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I a I I SINGLE #5 CORNER I " A M O I I BAR, 3Ox3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER II / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL, PROVIDE #5 BAR AT EACH SIDE L STEEREINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 314'=1'-0" 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: OD03325 M dJ V U C SLJHDIN. a LOT: ABBOTT PARK LOT #4 BLK. #11 1pitoj=Tfp 04181.000-04111 MODEIi 3EAB 1504— ALLEX" GARAGE BIWMG: LEFT PAOE: DETAILS 160 MPH EXP. C m PRINT 1/25/21 DATE: SCALE: 1/4"=1'-0" SHEET S2.1A