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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBARW/ta'HOOK - CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' 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 SENT AS SHOWN 10 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM Wl STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-a, �J 6� �/ • • F =FILLED W/ GROUT � U = UNFILLED NOMINAL �# OF #5'S, IN 2ND BOND WIDTH BEAM COURSE s MAN p04�� NOMINAL HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-7T/1MAB INDICATES A DOUBLE BONDBEAM 4OF#5'S, BOTTOM AND XFXX-1T�OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/I MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T,OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. d WINDOW _�T' PRE -CAST •3114. a WINDOW SILL Z b SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE: 1 vz'=r-a' SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTOL__j STEEL REINF, OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM � SCALE: 3l4"=7'-a' 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 # 6 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH 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 e. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. TYP. 8'k6' '.I BOND BEAM TYP. &N16' Fp BOND BEAM 8x16 DEL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE M BOND BEAM T F W/(1)#S BAR BOND BEAM GROUT SOLID FROM T LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (7) 95 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR �1 Bx8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2.4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SI7 E.145 MIN HEAD SIZE .300 MIN EMBEDMENT i 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1",) 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.8 (MIN 2X 3)2-3/10 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" EMBEDMENT MIN, 2-12d PER BLK. EA END 088 SHEATHING WALL RCHWAY FRAMING DETAILS WOODBE"IION FAITHIM KN8 d. =Z' MIN, 2 �' MAX s.=2 t'MIN, 9"MAX �� ?'MIN, 2 'MAX a=} MIN, 2?"MAX 0. =Z' MIN, 2 `MAX s,=2 t"MIN, 9"MAX W2d s, =1 ?'MIN, 2 �' MAX a=t"MIN, 2?"MAX d. -2" MIN, 2 i MAX s. =2 MIN, 9"MAX ' mw 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 t' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS INA ROW s = SPACING BETWEEN ROM OF FASTENERS ey = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE N T S. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdes[Wngroup.com AA #:0003325 0 O F - [SUNDIV. as LOT: ABBOTT PARK LOT #39 BLK #7 P1toj=T# 04181.000-39071 MOIDZ l 4EHB "2605— HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 213 DR MA09/21/21 xcAI.E: 1/4"=f-0" *HE= S2.1A