38296 Sonnet Landing Ave - Laserfiche WebLink

Browse Search

#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30^ TYPICAL #5 BAR IN BOND BEAM CORNER OF BOND BEAM 314"=l'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYRnal 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1a'� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL # 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 gt TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6' 06' b 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 UFOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THEOF TOP REINFORCI n ll 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / /y'r Bx16 DBL BOND TOP OF 3 f1lBEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF BOND BEAM • a\ F FILLED W/GROUT W/ (1) #5 BARIND I <�O U = UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT ��//// /—BEAM COURSE SEE NOTE 5 �g� �(k� �16-1 T/ 1 1 V I! LINTEL W/() #5 8AMCR Qp NOMINAL LENGTH OF BAR = WIMASONRY HEIGHT BOF#BEAMP OPENING-z BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR `�REINFORCING THAT XFXX-1T/1 MIDBINDICATES A DOUSLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:34 1'lY' AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T P LINTEL OF OPENING AND XUXX - lTMMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)13M6 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16.O.C. MAX. MIN 1-1l4" EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST '0 1N" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' 'a SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-114' n R� EMBEDMENT 2x8 (MIN 2X3)23/16 OR D PIN N OPEN FACE SHELL SO SHPANKK S ZE.1CON 51 MIN HEADVE AS TO ALLOW BENT SZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4.. 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'088 UPPER AND LOWER #6 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END V'mUwALL BONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 5 scALE 34"=1'-0 3 SCALE: 314"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I ISINGLE — #5 CORNER 3Ox3O TURNED Up RTURNED STEEL REINF. OF ORDOWN INTO FILLED CELL BOND. SEAM �j 8x8 CMU/ PIER W/ SINGING OR DOUBLE REINF. SARIS), PROVIDEBAR SIDE AT EACH SIDE 1f I SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE t' ' LINTEL CHANGE IN //IfYly OF BOND BEAM (DEELLEVATION SCALE: 3/4"=77 SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 40747"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 sunDiv. ac L02' ABBOTT PARK LOT# 16 BLK. 11 PROJECT* 04181.000-16111 MODEIs 3EEB "2260—ELSTON" GARAGE EWING; LEFT PAGE: DETAILS 60 MPH E