6813 Wagon Trail St - Laserfiche WebLink

Browse Search

NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 14 aD 1#5 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 �\ PLACE STEEL HEIGHT. OF REINFORC NG (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND y>G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WRH A LINTEL THE BOTTOM BOND BEAM . #5 CORNER BAR W/ 30" LAP FOR EACH OBE / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#`5 TOP OF THE LINTEL. 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. VERTICAL REBAR W/ 101' HOOK p,O��FrG Bx16 DEL BOND — TOP OF BEAM W/ (1) #5 BAR BOND BEAM QP 8 EACH COURSE •\O� 8x8 BOND BEAM TOP OF . • OR W/(1)#5 BAR .y BOND BE —AMA 30" TYPICAL I .�\Ok U . UNLLED FILLED GROW GROUT GROUT SOLID FROM TOP �I1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 6-1 T/1 M/ B 8x8 PRECAST CONCRETE NOMINAL LENGTH F BAR. WIDTH OF MASONRY CORNER 9 P HEIGHT # OF #5'S, TOP OPENING -2" BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8 PRECAST CONCRETE SCALE:3/4".1'-0" THAT XFXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4".1'-0" AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK MIN WINDOW SIZE 3001M N145 EMB DM NDT 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 3 1/4" PRE -CAST iv � 2x6 (MIN 2 X 3) 23A6 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT i 14) 8" SLOPE FROM EACH END AND 18" i O.C. MAX. MIN 1-114" O " 't� EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE .145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4' 8" FROM EACH END AND � SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARDACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 —SCALE:11/2'.V-0" ARCHWAY FRAMING DETAIL AT CORNER STEP 5 3 SCALE: 3/4".1'-0" SCALE: 3/4".l'-(" I PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF, BAR CONTINUES THROUGH LINTEL. I I I > I - SINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Pf�F FILLED CELL BOND. BEAM 0 II i II � II I�8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF BARB), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.SEAM CHANGE LINTEL' CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4".t'-0" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA •. 0003325 24 O O k73 SVEDIV. a# LOT: SILVERADO LOT 6 BLK 12 PROJECT# 041 8.001-06121 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B mm DA 08/16/18 14 SCALE: 1/4"=1'-0" aI;EET S AA