7847 Sail Clover Ln - Laserfiche WebLink

Browse Search

NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 17CAL #5 BAR M CORNER REINFORCING OF BOND BEAM 1 SCALE 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM L-#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED 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 SEAM MAY BE SPECIFIED 80 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 15 TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. WIDTH^9 OF BEAM FS,CO IN E BOND BEAM COURSE �O / B p05�E NOMINAL—��16-1T/l Q� HEIGHT # OF WE, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - ITH MrDB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- ITIOMgB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1TM M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TIOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST ' 3 1Act", WINDOW A' SILL Z g v SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1l2"=1, 0,. SINGLE 05 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. VMS" 7p BOND BEAM '•,•'; 1#5 � 8 Bx16 DEL BOND TOP OF BEAM W1(I ) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF W/(1)#5 BAR .4_ BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR 2 Bx8 PRE -CAST CONCRETE SCALE: 314"=1'-0" LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS rno , PRECAST HEADER(MIN) 20 (MIN 2 X 3)1-3/16 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 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" - V-0" WOOD SECTION FASIENEROWW d. -Z' MIN, 2 }'MAX s.=2 t"MIN, VMAX s,=1}"MIN, 2]"MAX ed-r MIN, 2} MAX d. =2" MIN, 2 J' MAX %= 2 t MIN, B" MAX pm 4=1}"MIN, 2}"MAX ed- t'MIN, 2 J'MAX d. =2" MIN, 2 }" MAX 4=2t MIN, S"MAX fee 4=1}MIN, 2 j'MAX ed ='r MIN, 2 j' 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 i J' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. - END DISTANCE .. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS ed - EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Wwwsbdesigngroup.wm AA #: 0003325 Y i R BUNDIV. Ae LWO .. ABBOTT PARK LOT #22 BLK. #7 PROJECT* 0418 .000-22071 MODELa 4EHB "2605— HAYDEN" GARAGE BWngG: RIGHT PAGE: DETAILS 160 MPH E . C