7850 Sail Clover Ln - Laserfiche WebLink

Browse Search

#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D' HOOK- 30^ rvPiCAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 7p., .LXi #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" V 0111 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. P09�F�(a .Q� F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ` WIDTH _# OF IN BOND CO BEAM COURSE T/1�/c B pOS��Q NOMINAL—�'�16-1 Q� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 THM/OB INDICATES A DOUBLE BOND BEAM #5'1, BOTTOM ANDXFXX- iTAM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTH MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OMI06 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•a 1d4 WINDOW SILL Z F = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11/P'=1'-0 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL _ BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF — OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0" BOND BEAM 1#5 TYP. V•A16' m BOND BEAM W 1#5 lv_B I. 8x16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BARI BONDBEAM GROUT SOLID FROMTOP LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINT SEE NOTE 5 8x8 PRECAST CONCR LINTEL W/ (1) #5 BAR (MASONRY LENGTH OF BAR =WIOPENING-7' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRLINTEL, W/O STEEL (LTO PLAN FOR LOCATITl)P PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18•' O.C. MAX. MIN 1-14' EMBEDMENT 2X6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 16' O.C. MAX. MIN 1-111C EMBEDMENT 2x8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA END EMBEDMENT 068 SHEATHING WALL ARCHWAY FRAMING DETAILS WOOD SEM FA51BIERSACINS Q6 =2" MIN, 2 }' MAX %=2}"MI N, 4"MAX (2)N &=1}'MIN, 2}"MAX ea = }" MIN, 2 }' MAX d6 =7MIN, 2 }" MAX =2}"MIN, VMAX (2)w s; =1 }"MIN, 2 }" MAX ea = }• MIN, 2 }" MAX s, = 2 J' MIN, V MAX w2 s=1}"MIN, 2}"MAX ea=}"MIN, 2}"MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 4 = END DISTANCE > = SPACING BETWEEN ADJACENT FASTENERS IN A ROW %= SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T S. alp 1441 N. RONALD NEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 000332.5 m i R 9ILL O C 8U13DIV. da LOT, ABBOTT PARK LOT #7 BLK. #9 PROJECT1p 04181.000-07091 MODEL.• 4EHB "2605-HAYDEN" GARAGE 871/IMC: LEFT PACE: DETAILS 160 KPH C